20040812 Ver 1_Complete File_20040828

Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E, Director
Division of Water Quality

September 2, 2004

DWQ Project # 04-0812
Wake County

Kennedy Covington Lobdell & Hickman, L.L.P.
Attn: Mr. Stanford D. Baird
PO Box 1070
Raleigh, NC 27602-1070

Subject Property:

Weisskopf Development, US-! and Cavcness Farms Ave., Wake Forest, NC
UT to Richland Creek [03-04-02, 27-21, C NSW]

Dear Mr. Baird:

The N.C. Division of Water Quality (DWQ) received your letter dated July 7, 2004 including an
attached letter dated June 10,2004. In your June 10, 2004 letter you requested confirmation that a road
crossing impacting streams, wetlands and/or buffers would not be approved by the DWQ unless there are
no practical alternatives to such a road crossing and that the development generally must avoid and
minimize impacts to surface water quality (and buffers) pursua~t to the 401 Water Quality Certification
Rules, 15A NCAC 2H .0500 et seq. and the Neuse River Basin Riparian Buffer Rule, 15A NCAC 02B
.0233. Your understanding is correct. Specifically, please refer'~o 15A NCAC 02H .0506(f)-(g) and 15A
NCAC 02B .0233(8). These rules are available at htt{J:llh20.enr.State.nc.us/admin/rules/. Please note
that most road crossings are permitted by the U.S. Army Corps of Engineers (USACE) under Nationwide
Permits (usually 14 or 39) and by the DWQ under associated General Water Quality Certifications (3404
and 3402 respectively). A list of current Nationwide Permits is available on the USACE website at
http://www.saw.usace.army.millwetlands/ general&nationwide permits.html #N ationwide%20Permits. A
list of current General Water Quality Certifications is available on our website at
http://h20.ehnr.state.nc.us/ncwetlands/certs.html. In order to be approved under these Nationwide
Permits and General Water Quality Certifications the road crossing would need to comply with all of the
conditions of the Permit or Certification, including (in most cases) written authorization from the US ACE
and DWQ.

Please be aware that this letter does not approve any impacts to wetlands, streams and/or buffers.
Please call me at 919-733-9726 if you have any questions regarding or would like to set up a meeting to
discuss this matter.

Sincerely,

Bob Zarzecki, ES-III
401 Oversight I Express Review Unit, DWQ

cc: Chip Russell, Town of Wake Forest, NC, 401 Elm Avenue, Wake Forest, NC 27587
Mike Horan, DWQ Raleigh Regional Office
US ACE Jennifer Burdette Regulatory Field Office
File Copy
Central Files

N~IihCaroIina
/Valllra/llI

401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]S93/lnternet: http://h2o,enr,state,nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

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,\ T T 0 1\ N E Y SAT L A IV

Stanford D. Baird
919.743.7334
Fax: [phone]
[e-mail]

WETLANDS /401 GROUP
JUL 0 '1 2004
WATER QUALITY SECTION

MEMORANDUM

VIA HAND DELIVERY

FROM:

Bob Zarzecki
Stanford D. Baif(~

TO:

DATE:

July 7, 2004

RE:

WeisskopfDevelopment, US-l and Caveness Farms Ave., Wake County

As per my e-mail to you today, I have enclosed the letter to John Dorney, dated June 10,
2004, of which you should have received a copy.

I look forward to hearing from you soon.

KENNEDY COVINGTON LOBDELL & HICKMAN. L.L.!'.
CIlARLorrr RALEIGH RfSEARCIl TRIANGLE PARK ROCK HILL

U' lL' w. k f" "c dye 0 viII g tOil . co "'
tclepllO"e 919,743,7300
fdcsimilc 919.7-13.7338

~ 3 ~ I' AYE T T E V ILL EST 1\ E E T ~I ALL
19th FLOOI\. POST OFFICE BOX 1070
ILUEIGH, NOI\TH CAI\OLINA 27602.1070

~~

ATTORNEYS AT LAW

Stanford D. Baird
[e-mail]
919.743.7334 (Voice)
919.516.2034 (Fax)

June 10, 2004

WETlAM
DS / 401 GROW
JUL
o 7 2004
WATER QUALITY '
SECTION

Via Hand Delivery and Facsimile

Mr. John Dorney
Wetlands Unit
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260

RE: Weisskopf Development, US-l and Caveness Farms Avenue, v\:,ake County

Dear Mr. Dorney:

As I discussed' with 'Bob Zarzecki by telephone yesterday, our Firm represents the '
purchaser of the referenced property located at US-l and Caveness Farms Avenue in Wake
County. Development of the property is in the plarming stage. A road crossing of a stream
and/ or wetlands has been discussed among parties interested in the development. The road
crossing under consideration is depicted on the enclosed diagram.

It is my understanding that such a road crossing would not be permitted unless there
are no practical alternatives to such road crossing and that the development generally must
avoid and minimize impacts to surface water quality pursuant to the 401 Water Quality
Certification Rules, 15A N.CA.C 2H.0500 et seq. and the Neuse River Basin Riparian Buffer
Rule, 15A N.CA.C 2B.0233. If you could confirm this understanding in writing, I would
appreciate it.

Please note that this is not a request for approval or denial of a 401 Water Quality
Certification or a Neuse BUffer Rule compliance determination. Please let me know if you have
any questions regarding this request. I look forward to hearing from you soon.

j)~~

St rd D. Baird
For the Firm

Enclosure
cc: Bob Zarzecki (by hand delivery and facsimile w / enclosure)

KEN NED Y co V IN G TON LOB 0 ELL .!c HI C K MAN, L. L. P.
CHARLOTTE RALEIGH RESEARCH TUANGLE PARK ROCK HILL

www.kt.tnedycovingtofl.com
t,l'pl,ont 919.7U.7J00
f~csi,"il, 919.7<3.7355

434 FAYETTEVILLE STREET MALL
19th FLOOR, POST OFFICE BOX 1070
RALEIGH, NORTH CARO lNA 2760:.1070

WETLANDS /401 GROUP

JUL 0 '1 2004
WATER QUALITY' 'ECTlON

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[e-mail]
919.743.7334 (Voice)
919.516.2034 (Fax)

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A T T 0 It ~ E Y SAT L A IV ~~ ~~

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June 10, 2004

JUN 1 0 2004
WATER QUAUlY SECTION

Via Hand Delivery and Facsimile

Mr. John Dorney
Wetlands Unit
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260

RE: Weisskopf Development, US-l and Caveness Farms Avenue, Wake County

Dear Mr. Dorney:

As I discussed with Bob Zarzecki by telephone yesterday, our Firm represents the '
purchaser of the referenced property located at US-l and Caveness Farms Avenue in Wake
County. Development of the property is in the planning stage. A road crossing of .l stream
and/ or wetlands has been discussed among parties interested in the development. The road
crossing under consideration is depicted on the enclosed diagram.

It is my understanding that such a road crossing would not be permitted unless there
are no practical alternatives to such road crossing and that the development generally must
avoid and minimize impacts to surface water quality pursuant to the 401 Water Quality
Certification Rules, 15A N.CA.C 2H.0500 et seq. and the Neuse River Basin Riparian Buffer
Rule, 15A N .CA.C 2B.0233. If you could confirm this understanding in writing, I would
appreciate it.

Please note that this is not a request for approval or denial of a 401 Water Quality
Certification or a Neuse Buffer Rule compliance determination. Please let me know if you have
any questions regarding this request. I look forward to hearing from you soon.

j}~~

Enclosure
cc: Bob Zarzecki (by hand delivery and facsimile w / enclosure)

KENNEDY COVINGTON LOBDELL & HICKMAN, L.L.r,
CHARLOTTE RALrIGH RESEARC/l TRIANGLE PARK ROCK /lILt

H' l(' U'. J... C1111i'd.I/CO l' i IIg t till. (/I III
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f,lt-~ i III j [(' 9) 'I, 7'} 3. 73~,

434 I' AYE T T E V ILL EST I( E E T \1 ALL
19th FLOOI(, I'OST OFFICI: UO\ 1070
IlALEIC,II, NORTII CAROLl:--l,\ 27602-1070

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Fax:[phone]

Jun 10 2004 16:08

P. 01 ULf - 0 '61 "'L

~~1'-

ATTORNEYS AT LAW

FACSIMILE TRANSr-.,1ISSION SHEET

June 10,2004

PLEASE DELIVER THE FOLLOWING PAGES TO

NAME: John Dorney
FAX NUMn~19-733-6893

COMPANY:
TELEPHONE:

Wetlands Unit, DWQ, DEt"\IR

NAME:
FAX NUMBE

COMPANY:
TELEPHONE:

Wetlands Unit, DWQ, DENR

FROM: Stanford D. Baird

DIRECT DIAL:
DIRECT FAX:

919.743.7334
919.516.2034

TOT AL P AGE5 (INCLUDING COVER): 3

COMMENTS OR SPECIAL INSTRUCTIONS

If YOU DO NOT RECEIV~ THE TOTAL NUMBER OF PACES INDICA T€D ON THIS TRANSMISSION SHEET, PLEASE CALL US AT 919.743.7334.

THlS COIJMUN;CA110N MAY CONTAIN COMl(';ENTIAL CR LEGALLY fRIVlLEGED INfORMATlmJ ^NO 1$ INTENDED ONLY FOR THE USE OF THE
11\'DIVIDUAL OR ENTlT't' :-.lAMED ABOVE. IF YCU ARE NOT TIlE INTh'J'DED RECIPIENT. YOU ARE HEREBY NOTIFIED THAT ANY DISSfMlNATION.
DI:>TFJBUTICN. COPYING OR O1HER USE OF THIS COMMUNICATION OR ANY INI'ORMATION CONTAIt-:ED HEREIN IS STRICTLY PROl'llUTED. IF yOU
HAVE RECEIVED THIS COMMUr-;ICATJON IN ElmCR,. pLEASE NOTIfY us IMMl;D1A-tELY BY TET.EPHO:-\E COLLECT AND RETURN nn:: ORIGINAL MESSAG€
TO us At THE ADD~$ flt:LOW VIA fHE U.S.rosr AL SERVICE. WIl WILl. l'll> CLAD TO Rlill'-lRl,TR.->E YOU .OR P05TAG~ THAl\:K YOU.

KliNNIlD.... cOVINGTON LOBDELL &. H1CKM~N. L. L. 1'.
CHARLOTTE ~.H.U'U /tEStA/lell TUMf(a~ 'AIlK ROI;IC .ILL

\.OW \.0. leu n c 4,,'0 t' ittgfon.,o In
t"<I'~o~, 919.741.1100

fH PAYETfE;VlI.l.Il SfllESf MALI.
19th HOOR. POST OFFICE 1l0X 1070
IlALE1GII. NOIlTH CAROLINA 2160Z-107D

JUti-10-2004 THU 14:50

TEL: [phone]

t'-lRl"lE: DWQ - ~~ETLRHDS

P. 1

I;ENt.~EDY COVmGTm~

Fax:[phone]

Jun 10 2004 16:08

P.02

x~ Cnm1'-

ATTORNEYS AT LAW

Sbnford D. Baird
sbaird@ke.t'U\edycovington.com
919.743.7334 (Voic;e)
919.516.2034 (Fax)

June 10,2004

Via Hand Delivery and Facsimile

N1r. John Dorney
Wetlands Unit
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260

RE: Weisskopf Development, US-1 and Caveness Farms Avenue, Wake County

Dear Mr. Dorney:

As I discussed' with Bob Zarzecki by telephone yesterday, ouX' Firm represents the '
purchaser of the referenced property located at US-I and Caveness Farms Avenue in Wake
County. Developm~nt of the property is in the planning stage. A road crossing of l'l stream
and/or wetlands has been discussed among parties interested in the development. The road
crossing under consideration is depicted on the enclosed diagram.

It is my understanding that such a roo.d crossing would not be permitted unless there
are no practical alternatives to such road crossing and that the development generally must
avoid and minimize impacts to surface water quality pursuant to the 401 Water Quality
Certification Rules, 15A N.C.A.C. 2H.0500 et seq. and the Neuse River Basin Riparian Buffer
Rule, 15A N.C.A.C. 2B.0233. If you could confirm this understanding in writing, I would
appreciate it.

Please note that this is not a request for approval or denial of a 401 Water Quality
Certification or a Neuse Buffer Rule compliance determination. Please let me know if you have
any questions regarding this request. I look forward to hearing from you soon.

j}~~

Enclosure
cc Bob Zurzecki (by hand delivery and facsimile wi enclosure)

J{ENN6DY COVINCTON LOBD6LL '" HICKMAN, L.L.F.
t;H.iJlLorrt IU.lUGH AHEJlJlCII l/lIANCLE PARX 'OCIC HILL

WW:J.,'.kCIl,,(d!lc~tl;l'Ig fOil. ,om
tr/cphoiot ,n.~.3.nOO
/."imil, 'U.7H.73H

~j4 FAYETTEYILL~ STREET MALL
l'th FLOOR. FOST OfflCI;: BO' 1010
RAL~IC;:H. NORTII C",RQllNA 276H-\J70

JUN-10-2004 THU 14:50 TEL: [phone]

NAME: DltJQ-WETLmlDS

P. 2

KEt',Jt'~EDY COVINGTON

Fax:[phone]

]un 10 2004

16:08

P.03

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NAt'lE: DWQ-WETLANDS

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THU 14:50

TEL: [phone]

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ATTORNEYS AT LAW

Stanford D. Baird
[e-mail]
919.743.7334 (Voice)
919.516.2034 (Fax)

June 10, 2004

WETLANDS /401 GROUP
JUN 1 0 2004
WATER QUALllY SECTION

Via Hand Delivery and Facsimile

Mr. John Dorney
Wetlands Unit
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260

RE: Weisskopf Development, US-l and Caveness Farms Avenue, Wake County

Dear Mr. Dorney:

As I discussed' with Bob Zarzecki by telephone yesterday, our Firm represents the '
purchaser of the referenced property located at US-l and Caveness FarrnsAvenue in Wake
County. Development of the property is in the planning stage. A road crossing of a stream
and/ or wetlands has been discussed among parties interested in the development. The road
crossing under consideration is depicted on the enclosed diagram.

It is my understanding that such a road crossing would not be permitted unless there
are no practical alternatives to such road crossing and that the development generally must
avoid and minimize impacts to surface water quality pursuant to the 401 Water Quality
Certification Rules, 15A N.C.A.C. 2H.0500 et seq. and the Neuse River Basin Riparian Buffer
Rule, 15A N.C.A.C. 2B.0233. If you could confirm this understanding in writing, I would
appreciate it.

Please note that this is not a request for approval or denial of a 401 Water Quality
Certification or a Neuse Buffer Rule compliance determination. Please let me know if you have
any questions regarding this request. I look forward to hearing from you soon.

jJ~~

St rd D. Baird
For the Firm

Enclosure
cc: /Bob Zarzecki (by hand delivery and facsimile w / enclosure)

KENNEDY COVINGTON LOBDELL (.. HICKMAN. L.L.P.
CHARLOTTE RALE/GH RESEARCH TRIANGLE PARK ROCK HILL

wU'w. k eU/leJyco vingto n. COin
teltpl"nt 919.7<3.7300
1""siU1ilt 919.i43.733~

434 FAYETTEVILLE STREET MALL
19th FLOOR. POST OFFICE BOX 1070
RALEIGH. NORTH CARO INA 27602.1070

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PAEUUlINARY
SITE PLAN

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Tr:Pl .)1 _SkI; F;;.r.:. s r ..I.~ :':""''1". ...::;", ~I. CJ.:>:=.l :....

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CROSS SECTION A-A
ROAD CROSS - SECTION
Not to Scale

CROSS SECTION D-D
PIER CROSS - SECTION

lYPICAL ALL PIER FINGER
SECTIONS

Not to Scale

Table 6, 10a
T4tmporal'y s.Bdlng
Aer;ommemtatlons tOt Late
Wln1er and Early Spring

Seeding ml~vre
SpIlCll..
folyll (gr.in)

~lt {lbfacr4l}
121)

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R/W
EL=7.00'
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Seecllllg /'nl)(tur.
Sp.ol.. ~ (Ib/acte)
RVe 19'41in) 110
Annual Ielf'fdllZ" [l<oll(l ifl
Piedmont and 0cl3~"" P1~".
J(gr.an in MounIlift~1 Sl)
Omit annulllln!Md4lll1 WhtJr d Ut atiort ct Il.l-hlfJOlary <:ov..- i$ eD! tG extend
bt~Bd J\H1e.

~Ing tsar_.
Mountains-Allow 2500 ft; !leb. ! [.. MAY 15
Solow 2Soo It: f(lb. , . May I
Pi9c:lm\)nl-,J~. 1 - MaV 1
Coaslal Plain-Dee, J - ~" 15

Tallie e.1 Dc
Temporary $e<<Ilng
Recommendations for Pall

EOP ROAD C/L
EL=7.00' EL=7.21,
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I Pavement' Surface
I~Slope = .25" per foot I Slope = .25" per foot~

/i ! '~
*'1 -I I I
~/, 2.0"
8" ABC Base Pervious
1 0 ..1 Asphalt

R/W
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SHdlng datu
t.ioUI'lUl~$-I\ug. 15 .00;::. 15
<;OBstal l>lain and Pie/lmonl-AuQ, IS. Doc. 30

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Grass per
Specifications

~x~ti~g _Grade

5/8" Galv.
Bolts Thru
(Typ.)

2")(6" P.T. Decking

5,,11 iilT...ndmllillS
FollOW sea I~l$ Or ilP~!Y 2,000 Ib!acre ground egricultu,alliml)$ton~'!l4
1 ,OOD IblaCfe 1 c).1 0.1 0 feGj~41r.

2"x8" P.T.
Stringers @ 2' o.C.

Exis-.!i~ ~r~e '

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2"x8" P.T. Joists

I
,. Approx 1 '-2'

SDIl amoodmellts
FgjfGwreoocMlondalloosofso<llO$lSOf _.2,000 ~~olU!d '!ldcul.
lr.1,,,llimestQtl~ oIItld 1S0 Ibi~e 10-,O.10-.nllizsr.

Mulch
~ly 4.000 lb,'lcr. straw. Anellor Slraw by *king with ~I\"'''', 1l$:ling,
IH am ulch 4nchQtinglClOI, A (ti$lt WillI blilde$. Hi n.arly straighl can be
usod as a tI'luldl a~f1oriRg 1001.

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TOPSAIL SOUND

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MHWL

Muleh
Apply 4,000 !biller. a1taw. AAl:hor sltllW br tad<izlg W'~h asp~, ~1tirIo.
tlr . III u1ch allChOri/lli 1Do1. A di$k wi1111l11de, "I nlarly SI,aill"1 can b.
usod '9 alllllk:h anchc.ring 1001.

MatntenancG
Repair and r.hm"i!~ dama(.>&d afiles immediately. ToP4ra$$ with 50
IbI'acr. of ftitrogfi1 in Mateh. If ~ ~ "OO8aaary 10 IIxl.nd lel'l,XlIOlIY covttr
boyond JI,/nll Ill, oO/9tSootd wllh 50 1bla.c18 Kobe (PiedmorJj and CIxt$.llll
Plain) 01 Koor9aJl (MaunraiM) lespedez.a in 111I0 Fallru.8:ry or tarly ~<:'h,

SITE

,
i, ~\
i I v

8"-12" dia.
P.T. Pilings

Seeding Mixture
Species'
Common Bermudagrass

Rate (lbIacra)
40-80 (1-2 Ibl1,OOO tt2)

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Approx. 2.5'-3.0'
_ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ ~PEro!. ~~L_ _

Malntenanctl
AeI./tinzal1 g I'OWVI ill nol fuloY ~ua", Reloao, r~fettilil' l\nd rnlJlch im.
"*"1I101y follclwillg elO.iontlI D1her dMllCJ8.

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Seeding mlxtut&
Specl.. ..... (Iblac.r.)
Ger1l'1M mfllet 40
In th4 Pi.omoAt and MOUnlaios. II Jr.;:If-slllmmt<l SlIdangrass ~ bo
,ubttilult<! at a I"llle olSO blllCle,

Table6.11v
Seeding No. 7CP for:
Grass-lined Channels;
Coastal Plain, Lower
Piedmont, and Dry Solis In
the Central Piedmont

:~ =,9 C "I .:' 1 -5' i \\

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Approximate Edge
Of Federally
Maintained Channel

Table 6.10b
TemporaJy Seeding
Re-commendatlons (or
Summltr

=:ec.-;r-;g

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~~~'v / Riparian c~r
ci'~ < // ,//>
~S A,/ / ,/,// ,/~
o..~~ / "/0' ,/ / / ... /,/ /' \
V / \ . ,/'//, ~<,A12 _\
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/ Riparian Corridor y ,/ y"\ \
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o '" \ ~\, '\,
;' \ \
'" , '\ '\ \\'t\~ Approximat~ Boundary
\ \ \ ,-<).;~Of Excav~on/Dredging
\ \ ~~;, Area. Imp~ct Area 1 -2
~ -so \ '\
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Seeding dates
Coastal Plain: Apr. -July
Piedmont: Apr. 15 -June30

49~'=>~S'~"

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Seedlng date.
~I"~'-MAY 15. "ltG. 15
Piedmonl-Mal'1 -AIfg, II)
Coastal Pi:r.n-Apr. 1 S - Iwg_ 15

Soli amendments
Apply lime and fertijjzar according 10 soil tests, or appiy 3.000 Iblacre
ground agricultural limestone and 500 lbIacre 10-10-10 fertilizer.

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Minimum 37' Se'~back
From Federally
Maintained Channel

-8
-7
-6

Min. 8'
I

SOil amendments
Follow r<<:ommeM Illions of .oiltt.n or lIPpiI' 2.00tllblacre g tolI(ld agricul,
tutalllmll$lonlt IInd 7!ro lblacre 10.10. to I.rlmz."

Mulch
Use jute. excelsior matting, or other effective channel lining material 10
cover the bottom 01 channels and ditches. The fining should axtend above
the highesl calculaled depth of flow. On channal side slopes above this
height, and in drainages not requiring temporary tinings, apply 4.000
lbIacra grain slraw and anchor slraw by stapling netting over the top.

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'-~, ; go 50 ~'911 r
S 5702514011 E
S 4602111511 V\!
S 49036'4.7" W
~ 80036'50"

.26,93'
15.34'
i 9.26'
22.20
32.25'

,
~

MUlCh
Apptf 4,OOl:llbJaCfo $traw. Anchor slU\W bytlld(jno with 3sphAll, Mltin{!,
0' .. mtllctl anchDti ng 1001. A di.k will'. lIt_s $Ill nea,1y :straight can bQ
l,J$ed 81$ II m\llrlh enc;hQring tool.

Mulch and anchoring materials musl not be allowed to wash down slopes
where they can clog drainage dev;c.s.

S. ANDERSON BLVD
(Highway 50)

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NOTE: Piers Shown In
Perpendicular Alignment
With Banks Channel

-5

Ma'ntena~
A4Ifetliliz& il9,OWIh i& na! I~dy ad&qu'Jta ReseEKl. rN:Ulilfl alllt mulch i m.
mildial.l)' following en;J:sjgn qI Qlher lS~mag.,

MaIntenance
A minimum of 3 weeks Is required lor establishment. Inspect and repair
mulch frequently. Referlilize the lollowing Apr. with 50 blacre nitrogen.

, ReIer 10 App.ndix 8.02 lor botan;c.1 namee.

VICINITY MAP (N.T.S)

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PROPERTY LINE

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~~~ V~X~r~~iE P~Sl~x 1 g: ~~:~c~R~~~f LL
"'IrONG THE LINE Of POSTS, WOOD POSTS
q IN DIAMETER MAV BE USED,

ATTACH WIRE fENCE TO POSTS AND
EXTEND THE BOTTOM OF THE FENCL 6"
INTO THE EXCAVATED TRENCH.

Table 6.11p
Seeding No. 1CP for: Well- to
POOrly Drained Solis with
Good Moisture Retention;
Low Maintenance

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//

CROSS SECTION B-8
PIER CROSS - SECTION

lYPICAL ALL PIER SECTIONS
ABOVE MHW LINE

Not to Scale

Seeding mixture
Spaclaa'
Tall fescue
Pensacola Bahiagrass
Seric8a Iaspedeza
Kobe l8Spedeza

Rate (lbIacr.)
80
50
30
10

Co U rs e
L21
L22
L23
L24
L25
L26

Bearing
N 53045'14" E
N 67010132" E
N 70038'26" E
N 45027'30" E
N 87041'38'1 E
N 65037'38'1 E

Dista nee
32.65'
32.07'
41.42'
32.521
25.301
12.88'

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NOTE: Pier Cross Sections
Show Typical Construction Of
Entire Pier (ie. No Covered
Structures, Boat Lifts, etc.).

MAX. lO'
BETWEEN
POSTS

Seeding notes
1. From Sept. 1 . Mar. 1, use unscarilied sericea seed.
2. On poorly drained ws omit sericea and increase Kobe to 30 Iblacre.
3. Where a neat appearance is desired, omit sericea and increase Kobe
to 40 lbIacre.

/ Ripaian C:ridor

..-

,--,

6'

..]

Ism 3.1
ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTE.ND THE BOT10M OF THE
FABRIC 6- INTO THE TRENCH.

5'

6'
jSTEP 4'l
BA"'('j('f'TI THF '!"RENCH .aND COMPACT
THE SOIL FIRMLY TO A"'CHQR THE
BOTTOM. OF THE SIL~ FE.NCE SC lHP
RUNOFF I~ FORCED TO GO THROUGH THE
FENCE AN!; CANNiJT GC U~ID[R J T.

Nurseplanta
Between Apr. 15 and Aug. 15, add 10 Iblacre German millet or 15 Iblacre
Sudangrass. Prior 10 May 1 or after Aug. 15. add 25 lbIacr. rye (grain).

'i
/'
/'

./

Seeding dates

~8"-12" dia.
P.T. Pilings

I
I
Min. 3.0' above Floro

Boat
Early spring: Feb. 15. Mar. 20
Fall: Sapt. 1 . Sept. 30

l>oulble
Feb. 15. Apr. 30
Sept 1 - Oc:t. 31

Cou rse
Ll
L2
L14
L15
L16
L17
L20
L28

404 LINE TABLE/
CAMA WETLANDS
Bearing Distance
S 55039'58" W
S 74034'37" W
S 65039'28" W
S68011'30"W
S 54039'33" W
S 86012'50" W
N 25000'57" W
S 38010'00" E

2"x8" P.T.
Stringers I) 2' o.C.

19.90'
7.45'
37.42'
32.4 7'
58.82'
23.74'
68.32'
23.93'

-9
-8
-7
-6
-5

/

5/8" Galv.
Bolts Thru
(Typ.)

2")(6" P.T. Decking

/"

, .

Soli amendments
Apply time and fertilizer aocording \0 soiltests, or apply 3.000-5,000 Iblacre
ground agricultural limestone (use Ihe lower rale on sandy soils) and 1.000
lbIacre 10.1()'10fertilizer.

,.

~.~
t- '~TEE,- POSTS
I -......,
~ '-.......WIRE FE~CE {HOG W!R["
~ ..........--'.......rILTER F.L.BRlC
ij ~-'-BOTT01", CF ~IR( FENCE ANt,
, fILlE;' FABE1C .aURIED

NOT~. E,o~tcr.. of -fj lte- hodc rust b(
p 1 acec 1 n -:. renc~. a!'\c s.ecured b
f'1ther bad"'1111n:J wlth ~oii -
materi,al and tdnc;nc o~ by plat Ir
was-nee S.tOM' to a 'leight of 6"
<too,,€- ground I €H? 1

Mulch
Apply 4,000 lbIacre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt. n.tting, or roving or by aimp-
ing with a mulch anchoring lOOt. A disk with blades'" nearly straighl can
be used as a mulch .nchoring tool.

~CTI ol!J

HE I GHT
MAX,

\ Co .
'~t"."" \~~

'~~\ ~ ~

,/

5

::~Mi;:~~~S';l;'~ 5"_ 1::_:':LC~V:::\RT,~:',~'~'s"

. I co....... . ,
[ -- -------"--

Maintenance
" growth is lees Ihan fully adequate, refertlliz. in the second year. accord.
ing to soil tests or topelress with 500 lbIacra 1().10.10 fertilizer. Mow as
needed whan saricea is omitted from Ihe mixtur.. Reseed, fertilize. and
mulch damaged lIeas immediately.

Bulkhead

,,'lN,

-4

J r;iC GROUN:)

, Refer to Appendix 8.02 lor botanical names.

C:DL; rU;CL

,/

1001 Offset
//From MhW Line
/
/

I
i
i
Min. 8'

Septic System Setbacks
101

Vegetation/Water Line

Buildin s

5'

-2
CAMA MHW Line ~

Upper Limits of
COdstal Vegetation

6

I.~...I..:...... -
ill-

u

I
.~

CROSS SECTION c-c
PI~R CROSS - SECTION

lYPICAL ALL PIER SECTIONS
BELOW MHW LINE

Not to Scale

/

Lines

~ - - - ,- ~ -- - -

~ ,~

MHW

5'

Bulkhead To Tie Into
Existing Bulkhead On
Adjacent Property

s~
<90
1
00
0"
<t
510
~.>
~,
7
:>
.<?
51,

--6'

"I

100'

2"x8" P.T.
Stringers 0 2' o.C.

DISTRICT

MINIMUM
SETBACK FRONT

MINIMUM
SETBACK REAR

MINIMUM
SETBACK SIDE

5/8" Galv.
Bolts Thru
(Typ.)

2'x6" P.T. Decking

3.0' above MHWL

R-1 OCEANFRONT

7.5'

CONSTRUCTION ENTRANCE DETAIL

.- - -8

/
~/
~~
/

MHWL

R-4 NO WATERFRONT

20'

1/3 OF LOT DEPTH
TO 33'

15'

5'

-7

R-2 SOUNDFRONT

7.5'

5'

30' Setback
From MHW Line

Approx. 2:?'.:::.3.0'

-----__L___

_ _ _ _ _ _ _ Aepr~)(:... M.!:W!:. _

BULKHEAD
D ET AI L
Not to Scale

AEC Line
(751 Offset From MHW Line)

8"-12" dla.
P.T. PlIIng.

2" x10"
Wall Cap

J '::-'r"S ~

-,c',J<-- '--'g

100' Offset
From MHW Line

Note: Spoil will be off-loaded at the area shown
and placed on a plastic liner and covered with
plastiC temporarily until transported to the
Stanwick Shores site, Silt fencing will be installed
to revent sedimentation to Banks Channel.

LOCATION OF
SPOIL
OFFLOADING
AREA

~'"

0' Septic S~
(Typ. AU P /L) """
'~Q>o
jl0.'~OO"
'U~l'
'~
~
, / S
/~0'~Q>o
/ '" 70
/ / S:o~ vOO,
/ ~o~ '
/ 0, ,
/
/ /

~<5' ""
/ . ~ /
/ ~&~ /
/ SO~9, /
~ //~ 'Oo,'iS~~ //
, /~. /
'~///~ //

d:~J: /
(~O) So ,~oo . %' (:'" / / /
/ ~ '00, ;S>s ~ ~'V
/..'/v) 5! /:(-. ,,~ Q:;V /
./V)'" ': ~ :~O) -s:- / /
"'-. / / 0 /...o~'b 00 / /
';( s Y' ~ <rJ"'/ ~(f //
/' ~~& "'() "? / ~ /
/ SO' 00 <:). / ~ /
;// 'Oo;Zs,;,,~ /~' / 0' ,-1/
/ ~. /
/

/. //
/
/
" ' //

V)~ III

/
/
/
/
/
/
Of"'l /
<.YO /

7,ip

~~

! .

7

o

o

50' Construction
Entrance

9

/
/
/
/
/
/

,~- I -- ,-". --,
----~~~-

- . ,-- ,.
-----~

,_, \k:.

._ ~.l _-1_, """"' C:- "':-1_ _, '_ ":-1~ ':: ,~~

:' ::' r~, _:~.', i: :,~, ;~J~' ;~' '~';: :~/ ':
( '. -'~ - ''-+. ~ _. - ~

Min. 8'

I
-J

~ > ~ c :: c: - He"J 1-- ,

I I I I
ILaljl I I
~i~I.;~, : .~~C" ~,c.

I I I I
I I I I
, I I I
L/ L/ -/ ~/ L/ L/ L/ L/ L/ L/ I ~/ L/ L/ L/7 L/ L/ I I---,-'
: I I I I ': t _
I I I I I ~__J

'---' 2" Nomln~inimum PT \
Note: Upland Side Of Wood Or Vinyl Sheeting
Bulkhead Must Be
Constructed With A
Penetrable Filter
Fabric

-. ',- - .-, ^- '~

_H_~'-'__
'---' -- -- - '-. ,- '-'

__ _ ~ .L' _
'=:-
- - - - -
\.. - '- - '-

.... :~:~I

_ _ i~_ ,.

=. ':J

/

6

~s~
~<9J
11.$ '>s
.~~

~

~ c' -:' (= =: ,~) =: ,=

. 1-, " '.'
~- -- .- ,...., - - ~ - '-" - -

'.- '=:"

elf 'J ~

. -~. - ;- - ~ - - - - - - r

~
- .- '-!

-:- {-:,'- ,--, - ,-; ,- (-)

_ ~ ,'"""' _ _~. ~, k _ _ _
\,' (; (

Square Timber Pile

CROSS SECTION F-F
EXCAVATION CROSS - SECTION

5

. S
~&J
7 <S '>s
.~~

Not to Scale

LOCATiON OF
SPOIL
OFFLOADING
AREA

10

NOTE: RIPARIAN CORRIDORS ARE DEEDED
PROPERTY LINES (NOT EASEMENTS.)
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO
PENDER COUNTY HEALTH DEPARTMENT ,APPROVAL.

~
~'77
<9~S: 0
v .>~O,
~~

Existing Pier Lihe
/

Approx. Limit of
Excavction

F

/

7',5V

;)- -7 -6
I

/
/

Approx. Limit of
Excavation
"'.,

f'

,

-,5 //
1)/ -405 -4
I I

Elevation ""' 0'

\

\

..........."'.

-2.35
'---"'. I
'-'!
I

-3

. ---r--

...

""'"

~

"" ,O~

~f

/

8
<<)

/.
//

NOTE: There Will Be No Fill In
404 Wetlands

//

JO--\

/
/
/
/'
~
~\

Total Area In AEC:
14,080 s.t.

Impervious Area In AEC:
1,541 s.f.

CROSS SECTION E-E
Dredge Spoil CROSS - SECTION

CROSS SECTION G-G
PIER CROSS - SECTION

Percent Impervious:
11 %

Not to Scale

Ared Elevated By

App",' , Um;' of Soo:'Od\in9\

Depsosition Area
"'.

LEGEND

Construction Sequence
1. A temporary gravel construction entrance a minimum of 50' long will be established.
2. Silt fencing will be installed.
3. Establish vegetation in designated areas per seeding specifications.
4. The paved road wil! b'e ,:oro,structed.

"'''\

\
\
\

Filter Fabric

!
I

I Elevation = !,-'

! ///

-....
...
Elevation = 5(--",
---.... "

Not to Scale

Mooring
Pilings

Property Line

I

"'n. Z'

/ / / ISpoil DepOSItion Areal

/ /

\/
\

I
I
I
I
I
I _
- -1--
I
MHWL

-\- )(

5. The bulkhead will be constructed.

6. Dredging will be performed and drege spoils will be placed behind the bulkhead.

7. The pier will be constructed.

8. Silt fencing will be removed after the road is built and permanent vegetdtion has been
established in designated areas.

9. Silt fencing will be installed prior to construction on individual lots (On a lot by lot
basis).

10. Silt fencing will be removed after completion of construction on individual lots (On a
lot by lot basis).

11. Erosioh control measures other than those shown on the plan will be installed should
the need arise.

/ / /

////////

Lot Line

I
'-\
\ Silt Fence

404 Wetlands
Line

Approx. 28.67'

Bulkhead

Building Setback

Existinq
Topogr..JpilY

I
Elevation = 0'

2'

\
Estimated
Maximum Area=
560 c.y.

Stair

MHWL

Septic Setback

",MLWL --

I

.----------r

0'

i
I
-----1
I
I
,
11 i
CA~A/
404 Line

Silt Fence

\- \( \-

NOTE: Spoil Depositon Area Shall
Be Sloped Towards Bulkhead To
Maintain Sheet Flow

Flow Direction

..

o
"

15' 301
I

60'
I

Spoil Deposition Area

I
L______~

,-------l
I

-21

I
Property Line

IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOR EACH GROUND DISTURBANCE.

TOTAL PROPERY AREA = 1.58 ACRES (68,605 S.F.)
TOTAL DRAINAGE AREA = 1.58 ACRES (68r605 S.F.)
PROJECT AREA = 1.58 ACRES (68,605 S.F.)
DISTURBED AREA = 1.35 ACRES (58,806 S.F.)
MAXIMUM IMPERVIOUS SURFACE - 17,151.25 S.F. (25%)

Existing Elevation

-31

Note: Total Pier Lengtb= 198'

Figure:
3

Project:

Stanwick Shores,
Section 1

Title- ormwa er, e Imen a Ion an
- Erosion Control, and CAMA Plan-

-
-

30'

ALTON

EN qINEERIN q
200323

-7'

-6'

-5' -41

Date:

5/13/04

Scale:

1"

Drawn by:

GSF

Project #:

\

(

CROSS SECTION A-A
ROAD CROSS - SECTION
Not to Scale

CROSS SECTION D-D
PIER CROSS - SECTION

lYPICAL ALL PIER FINGER
SECTIONS

Not to Scale

Table 6, 10a
T4tmporal'y s.Bdlng
Aer;ommemtatlons tOt Late
Wln1er and Early Spring

Seeding ml~vre
SpIlCll..
folyll (gr.in)

~lt {lbfacr4l}
121)

~
\t
i\
~\

I
/

R/W
EL=7.00'
I

6'

Seecllllg /'nl)(tur.
Sp.ol.. ~ (Ib/acte)
RVe 19'41in) 110
Annual Ielf'fdllZ" [l<oll(l ifl
Piedmont and 0cl3~"" P1~".
J(gr.an in MounIlift~1 Sl)
Omit annulllln!Md4lll1 WhtJr d Ut atiort ct Il.l-hlfJOlary <:ov..- i$ eD! tG extend
bt~Bd J\H1e.

~Ing tsar_.
Mountains-Allow 2500 ft; !leb. ! [.. MAY 15
Solow 2Soo It: f(lb. , . May I
Pi9c:lm\)nl-,J~. 1 - MaV 1
Coaslal Plain-Dee, J - ~" 15

Tallie e.1 Dc
Temporary $e<<Ilng
Recommendations for Pall

EOP ROAD C/L
EL=7.00' EL=7.21,
I
I
I

I Pavement' Surface
I~Slope = .25" per foot I Slope = .25" per foot~

/i ! '~
*'1 -I I I
~/, 2.0"
8" ABC Base Pervious
1 0 ..1 Asphalt

R/W
I
I

SHdlng datu
t.ioUI'lUl~$-I\ug. 15 .00;::. 15
<;OBstal l>lain and Pie/lmonl-AuQ, IS. Doc. 30

~
I
\
!
Grass per
Specifications

~x~ti~g _Grade

5/8" Galv.
Bolts Thru
(Typ.)

2")(6" P.T. Decking

5,,11 iilT...ndmllillS
FollOW sea I~l$ Or ilP~!Y 2,000 Ib!acre ground egricultu,alliml)$ton~'!l4
1 ,OOD IblaCfe 1 c).1 0.1 0 feGj~41r.

2"x8" P.T.
Stringers @ 2' o.C.

Exis-.!i~ ~r~e '

.c

c'
J

2"x8" P.T. Joists

I
,. Approx 1 '-2'

SDIl amoodmellts
FgjfGwreoocMlondalloosofso<llO$lSOf _.2,000 ~~olU!d '!ldcul.
lr.1,,,llimestQtl~ oIItld 1S0 Ibi~e 10-,O.10-.nllizsr.

Mulch
~ly 4.000 lb,'lcr. straw. Anellor Slraw by *king with ~I\"'''', 1l$:ling,
IH am ulch 4nchQtinglClOI, A (ti$lt WillI blilde$. Hi n.arly straighl can be
usod as a tI'luldl a~f1oriRg 1001.

...

.,/

TOPSAIL SOUND

"'-....

"'"

-----------

MHWL

Muleh
Apply 4,000 !biller. a1taw. AAl:hor sltllW br tad<izlg W'~h asp~, ~1tirIo.
tlr . III u1ch allChOri/lli 1Do1. A di$k wi1111l11de, "I nlarly SI,aill"1 can b.
usod '9 alllllk:h anchc.ring 1001.

MatntenancG
Repair and r.hm"i!~ dama(.>&d afiles immediately. ToP4ra$$ with 50
IbI'acr. of ftitrogfi1 in Mateh. If ~ ~ "OO8aaary 10 IIxl.nd lel'l,XlIOlIY covttr
boyond JI,/nll Ill, oO/9tSootd wllh 50 1bla.c18 Kobe (PiedmorJj and CIxt$.llll
Plain) 01 Koor9aJl (MaunraiM) lespedez.a in 111I0 Fallru.8:ry or tarly ~<:'h,

SITE

,
i, ~\
i I v

8"-12" dia.
P.T. Pilings

Seeding Mixture
Species'
Common Bermudagrass

Rate (lbIacra)
40-80 (1-2 Ibl1,OOO tt2)

,....:
(/)
~
()
;:
rv.
<{
m

Approx. 2.5'-3.0'
_ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ ~PEro!. ~~L_ _

Malntenanctl
AeI./tinzal1 g I'OWVI ill nol fuloY ~ua", Reloao, r~fettilil' l\nd rnlJlch im.
"*"1I101y follclwillg elO.iontlI D1her dMllCJ8.

-- -;;: " r:';:), = 1 i i

.. -- -''-'
, ~'
,~

1

Seeding mlxtut&
Specl.. ..... (Iblac.r.)
Ger1l'1M mfllet 40
In th4 Pi.omoAt and MOUnlaios. II Jr.;:If-slllmmt<l SlIdangrass ~ bo
,ubttilult<! at a I"llle olSO blllCle,

Table6.11v
Seeding No. 7CP for:
Grass-lined Channels;
Coastal Plain, Lower
Piedmont, and Dry Solis In
the Central Piedmont

:~ =,9 C "I .:' 1 -5' i \\

rJ. ,_) c>

Approximate Edge
Of Federally
Maintained Channel

Table 6.10b
TemporaJy Seeding
Re-commendatlons (or
Summltr

=:ec.-;r-;g

, . ..-., - ,- V"'\ ,-. __
~f, ~,~ ',-,,: ' '"-'::.:-

-3

\v / /-~

~~~'v / Riparian c~r
ci'~ < // ,//>
~S A,/ / ,/,// ,/~
o..~~ / "/0' ,/ / / ... /,/ /' \
V / \ . ,/'//, ~<,A12 _\
/ ,/ '>{ / /. ,/ ,//.: 1S( /'v).
/ Riparian Corridor y ,/ y"\ \
\ '" X '\'\
\,.., \ \< \
o '" \ ~\, '\,
;' \ \
'" , '\ '\ \\'t\~ Approximat~ Boundary
\ \ \ ,-<).;~Of Excav~on/Dredging
\ \ ~~;, Area. Imp~ct Area 1 -2
~ -so \ '\
\ \ \~o~'\
\\ /:~\\. \
" \ \ - - -- ,-' \
/ \ \ \ n<O
~ \ \ .r': ~~\
\ \ \\..~ v~Jo ~

\ ~f\\ ~'Z

'V c:\ \ - ~,_O
~~~ \ ,/ // \ ",\~
~~).".> "/- ~/ \" _ -'~ 1
3r. ~ t' ~ " ~
<5''';- /\(s' , -
:~' X~~y;

~t,o''J, /' / Y ~-,-, \ \
/177.5' \ \,. \,

\ ^ Ix\'
""'" '_ ,,~/ \. "1/
'_ '"",, ,n(;), .
'-\ lQ'-~ ,
~ !J-.
"~1R''''~.J '-
"?, ,/

\\
\
\

Existing Pier
I
/ ~<\ 1-9
5\ "I
\"'>\]

/\ ,/
~,/

Line

Seeding dates
Coastal Plain: Apr. -July
Piedmont: Apr. 15 -June30

49~'=>~S'~"

'-',0

Seedlng date.
~I"~'-MAY 15. "ltG. 15
Piedmonl-Mal'1 -AIfg, II)
Coastal Pi:r.n-Apr. 1 S - Iwg_ 15

Soli amendments
Apply lime and fertijjzar according 10 soil tests, or appiy 3.000 Iblacre
ground agricultural limestone and 500 lbIacre 10-10-10 fertilizer.

; ~--,

;'gc23 ~81:

~~ x, -;;

Ie(
L~

c: 4402~)36Ii

'1"" r-, --. I
. . ~
L I. .:.._,,-,i

Minimum 37' Se'~back
From Federally
Maintained Channel

-8
-7
-6

Min. 8'
I

SOil amendments
Follow r<<:ommeM Illions of .oiltt.n or lIPpiI' 2.00tllblacre g tolI(ld agricul,
tutalllmll$lonlt IInd 7!ro lblacre 10.10. to I.rlmz."

Mulch
Use jute. excelsior matting, or other effective channel lining material 10
cover the bottom 01 channels and ditches. The fining should axtend above
the highesl calculaled depth of flow. On channal side slopes above this
height, and in drainages not requiring temporary tinings, apply 4.000
lbIacra grain slraw and anchor slraw by stapling netting over the top.

:;:.: =, C ".-,; ~ -" .~' Ii
_.<' ,-' u..::.......

~.--: < ~.,

t_7

~ e,4cC312611

/., -'1 ~ I
-: I. i I

L~

'-~, ; go 50 ~'911 r
S 5702514011 E
S 4602111511 V\!
S 49036'4.7" W
~ 80036'50"

.26,93'
15.34'
i 9.26'
22.20
32.25'

,
~

MUlCh
Apptf 4,OOl:llbJaCfo $traw. Anchor slU\W bytlld(jno with 3sphAll, Mltin{!,
0' .. mtllctl anchDti ng 1001. A di.k will'. lIt_s $Ill nea,1y :straight can bQ
l,J$ed 81$ II m\llrlh enc;hQring tool.

Mulch and anchoring materials musl not be allowed to wash down slopes
where they can clog drainage dev;c.s.

S. ANDERSON BLVD
(Highway 50)

L'IO
L~ .
! J

U2

NOTE: Piers Shown In
Perpendicular Alignment
With Banks Channel

-5

Ma'ntena~
A4Ifetliliz& il9,OWIh i& na! I~dy ad&qu'Jta ReseEKl. rN:Ulilfl alllt mulch i m.
mildial.l)' following en;J:sjgn qI Qlher lS~mag.,

MaIntenance
A minimum of 3 weeks Is required lor establishment. Inspect and repair
mulch frequently. Referlilize the lollowing Apr. with 50 blacre nitrogen.

, ReIer 10 App.ndix 8.02 lor botan;c.1 namee.

VICINITY MAP (N.T.S)

; ..., ......
Li-.)

\\

PROPERTY LINE

\
\
\

-4

/

~~~ V~X~r~~iE P~Sl~x 1 g: ~~:~c~R~~~f LL
"'IrONG THE LINE Of POSTS, WOOD POSTS
q IN DIAMETER MAV BE USED,

ATTACH WIRE fENCE TO POSTS AND
EXTEND THE BOTTOM OF THE FENCL 6"
INTO THE EXCAVATED TRENCH.

Table 6.11p
Seeding No. 1CP for: Well- to
POOrly Drained Solis with
Good Moisture Retention;
Low Maintenance

/'

.C/
//

CROSS SECTION B-8
PIER CROSS - SECTION

lYPICAL ALL PIER SECTIONS
ABOVE MHW LINE

Not to Scale

Seeding mixture
Spaclaa'
Tall fescue
Pensacola Bahiagrass
Seric8a Iaspedeza
Kobe l8Spedeza

Rate (lbIacr.)
80
50
30
10

Co U rs e
L21
L22
L23
L24
L25
L26

Bearing
N 53045'14" E
N 67010132" E
N 70038'26" E
N 45027'30" E
N 87041'38'1 E
N 65037'38'1 E

Dista nee
32.65'
32.07'
41.42'
32.521
25.301
12.88'

'"
/

/

\\ ,/
" \',/ //8', "
\//\""., - ,/
,/~ ,/ /
,/~ ,/

-3

NOTE: Pier Cross Sections
Show Typical Construction Of
Entire Pier (ie. No Covered
Structures, Boat Lifts, etc.).

MAX. lO'
BETWEEN
POSTS

Seeding notes
1. From Sept. 1 . Mar. 1, use unscarilied sericea seed.
2. On poorly drained ws omit sericea and increase Kobe to 30 Iblacre.
3. Where a neat appearance is desired, omit sericea and increase Kobe
to 40 lbIacre.

/ Ripaian C:ridor

..-

,--,

6'

..]

Ism 3.1
ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTE.ND THE BOT10M OF THE
FABRIC 6- INTO THE TRENCH.

5'

6'
jSTEP 4'l
BA"'('j('f'TI THF '!"RENCH .aND COMPACT
THE SOIL FIRMLY TO A"'CHQR THE
BOTTOM. OF THE SIL~ FE.NCE SC lHP
RUNOFF I~ FORCED TO GO THROUGH THE
FENCE AN!; CANNiJT GC U~ID[R J T.

Nurseplanta
Between Apr. 15 and Aug. 15, add 10 Iblacre German millet or 15 Iblacre
Sudangrass. Prior 10 May 1 or after Aug. 15. add 25 lbIacr. rye (grain).

'i
/'
/'

./

Seeding dates

~8"-12" dia.
P.T. Pilings

I
I
Min. 3.0' above Floro

Boat
Early spring: Feb. 15. Mar. 20
Fall: Sapt. 1 . Sept. 30

l>oulble
Feb. 15. Apr. 30
Sept 1 - Oc:t. 31

Cou rse
Ll
L2
L14
L15
L16
L17
L20
L28

404 LINE TABLE/
CAMA WETLANDS
Bearing Distance
S 55039'58" W
S 74034'37" W
S 65039'28" W
S68011'30"W
S 54039'33" W
S 86012'50" W
N 25000'57" W
S 38010'00" E

2"x8" P.T.
Stringers I) 2' o.C.

19.90'
7.45'
37.42'
32.4 7'
58.82'
23.74'
68.32'
23.93'

-9
-8
-7
-6
-5

/

5/8" Galv.
Bolts Thru
(Typ.)

2")(6" P.T. Decking

/"

, .

Soli amendments
Apply time and fertilizer aocording \0 soiltests, or apply 3.000-5,000 Iblacre
ground agricultural limestone (use Ihe lower rale on sandy soils) and 1.000
lbIacre 10.1()'10fertilizer.

,.

~.~
t- '~TEE,- POSTS
I -......,
~ '-.......WIRE FE~CE {HOG W!R["
~ ..........--'.......rILTER F.L.BRlC
ij ~-'-BOTT01", CF ~IR( FENCE ANt,
, fILlE;' FABE1C .aURIED

NOT~. E,o~tcr.. of -fj lte- hodc rust b(
p 1 acec 1 n -:. renc~. a!'\c s.ecured b
f'1ther bad"'1111n:J wlth ~oii -
materi,al and tdnc;nc o~ by plat Ir
was-nee S.tOM' to a 'leight of 6"
<too,,€- ground I €H? 1

Mulch
Apply 4,000 lbIacre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt. n.tting, or roving or by aimp-
ing with a mulch anchoring lOOt. A disk with blades'" nearly straighl can
be used as a mulch .nchoring tool.

~CTI ol!J

HE I GHT
MAX,

\ Co .
'~t"."" \~~

'~~\ ~ ~

,/

5

::~Mi;:~~~S';l;'~ 5"_ 1::_:':LC~V:::\RT,~:',~'~'s"

. I co....... . ,
[ -- -------"--

Maintenance
" growth is lees Ihan fully adequate, refertlliz. in the second year. accord.
ing to soil tests or topelress with 500 lbIacra 1().10.10 fertilizer. Mow as
needed whan saricea is omitted from Ihe mixtur.. Reseed, fertilize. and
mulch damaged lIeas immediately.

Bulkhead

,,'lN,

-4

J r;iC GROUN:)

, Refer to Appendix 8.02 lor botanical names.

C:DL; rU;CL

,/

1001 Offset
//From MhW Line
/
/

I
i
i
Min. 8'

Septic System Setbacks
101

Vegetation/Water Line

Buildin s

5'

-2
CAMA MHW Line ~

Upper Limits of
COdstal Vegetation

6

I.~...I..:...... -
ill-

u

I
.~

CROSS SECTION c-c
PI~R CROSS - SECTION

lYPICAL ALL PIER SECTIONS
BELOW MHW LINE

Not to Scale

/

Lines

~ - - - ,- ~ -- - -

~ ,~

MHW

5'

Bulkhead To Tie Into
Existing Bulkhead On
Adjacent Property

s~
<90
1
00
0"
<t
510
~.>
~,
7
:>
.<?
51,

--6'

"I

100'

2"x8" P.T.
Stringers 0 2' o.C.

DISTRICT

MINIMUM
SETBACK FRONT

MINIMUM
SETBACK REAR

MINIMUM
SETBACK SIDE

5/8" Galv.
Bolts Thru
(Typ.)

2'x6" P.T. Decking

3.0' above MHWL

R-1 OCEANFRONT

7.5'

CONSTRUCTION ENTRANCE DETAIL

.- - -8

/
~/
~~
/

MHWL

R-4 NO WATERFRONT

20'

1/3 OF LOT DEPTH
TO 33'

15'

5'

-7

R-2 SOUNDFRONT

7.5'

5'

30' Setback
From MHW Line

Approx. 2:?'.:::.3.0'

-----__L___

_ _ _ _ _ _ _ Aepr~)(:... M.!:W!:. _

BULKHEAD
D ET AI L
Not to Scale

AEC Line
(751 Offset From MHW Line)

8"-12" dla.
P.T. PlIIng.

2" x10"
Wall Cap

J '::-'r"S ~

-,c',J<-- '--'g

100' Offset
From MHW Line

Note: Spoil will be off-loaded at the area shown
and placed on a plastic liner and covered with
plastiC temporarily until transported to the
Stanwick Shores site, Silt fencing will be installed
to revent sedimentation to Banks Channel.

LOCATION OF
SPOIL
OFFLOADING
AREA

~'"

0' Septic S~
(Typ. AU P /L) """
'~Q>o
jl0.'~OO"
'U~l'
'~
~
, / S
/~0'~Q>o
/ '" 70
/ / S:o~ vOO,
/ ~o~ '
/ 0, ,
/
/ /

~<5' ""
/ . ~ /
/ ~&~ /
/ SO~9, /
~ //~ 'Oo,'iS~~ //
, /~. /
'~///~ //

d:~J: /
(~O) So ,~oo . %' (:'" / / /
/ ~ '00, ;S>s ~ ~'V
/..'/v) 5! /:(-. ,,~ Q:;V /
./V)'" ': ~ :~O) -s:- / /
"'-. / / 0 /...o~'b 00 / /
';( s Y' ~ <rJ"'/ ~(f //
/' ~~& "'() "? / ~ /
/ SO' 00 <:). / ~ /
;// 'Oo;Zs,;,,~ /~' / 0' ,-1/
/ ~. /
/

/. //
/
/
" ' //

V)~ III

/
/
/
/
/
/
Of"'l /
<.YO /

7,ip

~~

! .

7

o

o

50' Construction
Entrance

9

/
/
/
/
/
/

,~- I -- ,-". --,
----~~~-

- . ,-- ,.
-----~

,_, \k:.

._ ~.l _-1_, """"' C:- "':-1_ _, '_ ":-1~ ':: ,~~

:' ::' r~, _:~.', i: :,~, ;~J~' ;~' '~';: :~/ ':
( '. -'~ - ''-+. ~ _. - ~

Min. 8'

I
-J

~ > ~ c :: c: - He"J 1-- ,

I I I I
ILaljl I I
~i~I.;~, : .~~C" ~,c.

I I I I
I I I I
, I I I
L/ L/ -/ ~/ L/ L/ L/ L/ L/ L/ I ~/ L/ L/ L/7 L/ L/ I I---,-'
: I I I I ': t _
I I I I I ~__J

'---' 2" Nomln~inimum PT \
Note: Upland Side Of Wood Or Vinyl Sheeting
Bulkhead Must Be
Constructed With A
Penetrable Filter
Fabric

-. ',- - .-, ^- '~

_H_~'-'__
'---' -- -- - '-. ,- '-'

__ _ ~ .L' _
'=:-
- - - - -
\.. - '- - '-

.... :~:~I

_ _ i~_ ,.

=. ':J

/

6

~s~
~<9J
11.$ '>s
.~~

~

~ c' -:' (= =: ,~) =: ,=

. 1-, " '.'
~- -- .- ,...., - - ~ - '-" - -

'.- '=:"

elf 'J ~

. -~. - ;- - ~ - - - - - - r

~
- .- '-!

-:- {-:,'- ,--, - ,-; ,- (-)

_ ~ ,'"""' _ _~. ~, k _ _ _
\,' (; (

Square Timber Pile

CROSS SECTION F-F
EXCAVATION CROSS - SECTION

5

. S
~&J
7 <S '>s
.~~

Not to Scale

LOCATiON OF
SPOIL
OFFLOADING
AREA

10

NOTE: RIPARIAN CORRIDORS ARE DEEDED
PROPERTY LINES (NOT EASEMENTS.)
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO
PENDER COUNTY HEALTH DEPARTMENT ,APPROVAL.

~
~'77
<9~S: 0
v .>~O,
~~

Existing Pier Lihe
/

Approx. Limit of
Excavction

F

/

7',5V

;)- -7 -6
I

/
/

Approx. Limit of
Excavation
"'.,

f'

,

-,5 //
1)/ -405 -4
I I

Elevation ""' 0'

\

\

..........."'.

-2.35
'---"'. I
'-'!
I

-3

. ---r--

...

""'"

~

"" ,O~

~f

/

8
<<)

/.
//

NOTE: There Will Be No Fill In
404 Wetlands

//

JO--\

/
/
/
/'
~
~\

Total Area In AEC:
14,080 s.t.

Impervious Area In AEC:
1,541 s.f.

CROSS SECTION E-E
Dredge Spoil CROSS - SECTION

CROSS SECTION G-G
PIER CROSS - SECTION

Percent Impervious:
11 %

Not to Scale

Ared Elevated By

App",' , Um;' of Soo:'Od\in9\

Depsosition Area
"'.

LEGEND

Construction Sequence
1. A temporary gravel construction entrance a minimum of 50' long will be established.
2. Silt fencing will be installed.
3. Establish vegetation in designated areas per seeding specifications.
4. The paved road wil! b'e ,:oro,structed.

"'''\

\
\
\

Filter Fabric

!
I

I Elevation = !,-'

! ///

-....
...
Elevation = 5(--",
---.... "

Not to Scale

Mooring
Pilings

Property Line

I

"'n. Z'

/ / / ISpoil DepOSItion Areal

/ /

\/
\

I
I
I
I
I
I _
- -1--
I
MHWL

-\- )(

5. The bulkhead will be constructed.

6. Dredging will be performed and drege spoils will be placed behind the bulkhead.

7. The pier will be constructed.

8. Silt fencing will be removed after the road is built and permanent vegetdtion has been
established in designated areas.

9. Silt fencing will be installed prior to construction on individual lots (On a lot by lot
basis).

10. Silt fencing will be removed after completion of construction on individual lots (On a
lot by lot basis).

11. Erosioh control measures other than those shown on the plan will be installed should
the need arise.

/ / /

////////

Lot Line

I
'-\
\ Silt Fence

404 Wetlands
Line

Approx. 28.67'

Bulkhead

Building Setback

Existinq
Topogr..JpilY

I
Elevation = 0'

2'

\
Estimated
Maximum Area=
560 c.y.

Stair

MHWL

Septic Setback

",MLWL --

I

.----------r

0'

i
I
-----1
I
I
,
11 i
CA~A/
404 Line

Silt Fence

\- \( \-

NOTE: Spoil Depositon Area Shall
Be Sloped Towards Bulkhead To
Maintain Sheet Flow

Flow Direction

..

o
"

15' 301
I

60'
I

Spoil Deposition Area

I
L______~

,-------l
I

-21

I
Property Line

IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOR EACH GROUND DISTURBANCE.

TOTAL PROPERY AREA = 1.58 ACRES (68,605 S.F.)
TOTAL DRAINAGE AREA = 1.58 ACRES (68r605 S.F.)
PROJECT AREA = 1.58 ACRES (68,605 S.F.)
DISTURBED AREA = 1.35 ACRES (58,806 S.F.)
MAXIMUM IMPERVIOUS SURFACE - 17,151.25 S.F. (25%)

Existing Elevation

-31

Note: Total Pier Lengtb= 198'

Figure:
3

Project:

Stanwick Shores,
Section 1

Title- ormwa er, e Imen a Ion an
- Erosion Control, and CAMA Plan-

-
-

30'

ALTON

EN qINEERIN q
200323

-7'

-6'

-5' -41

Date:

5/13/04

Scale:

1"

Drawn by:

GSF

Project #:

\