20061327 Ver 1_More Info Received_20061120

~Nt~~vt~c~ED
To Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTENTION: Cyndl Kdroly
WE ARE SENDING: ^ Originals ®Prints
^ Specifications ^ Calculations
o~ -13 a~
LETTER OF TRANSMITTAL
DATE: November 17, 2006
PROJECT NO: 4005-0003 TASK NO: 4O
RE: Watermark Landing
NWP 14 Permit Application
1T2ANSMITTAL NO: PAGE 1 OF 1
^ Shop Drawings ^ Samples
^ Other -
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend ~ Resubmit 5. Rejected -See Remarks
REMARKS: McKim & Creed, PA will simultaneously copy the USACE of Wilmington Regulatory Field
Office with the appropriate permit package information. Thank you and please call if you have any
questions.
NOP.TH FP.ONT STREET, WILMINGTON, NC 25407 [phone] FAX
~~ Ker. Wrangell w/ enclosure ~ McKIM & CREED, PA
smittal onl ~~ ' ` ~ 1".~"'
USACE w/ tran y D ~~,~
File w/ enclosoure ~ ~ ~~~~
~~~ ~~ ~
~ed
~~`~'~~ `~~~ ~~~ on E. Marconi for Richard M. Collier, P.E.
1~~'~a Fein. u«.._:~w,~,~s~~
'~~ ~ i
S: \ 4005 \ 0003 \ 10-Comm \ 111706 NWP 14 DWQ Resubmit Transittmal.l~
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks

~M~'IQM£~CREED
To~ US Army Corps of Engineers
Wilmington Regulatory Field Office
PO Box 1890
Wilmington, NC 28402-1890
ATTENTION: Jennlfer Frye
WE ARE SENDING: ^ Originals ®Prints
^ Specifications ^ Calculations
LETTER OF TRANSMITTAL
DATE: November 17, 2006
PRO~ECr No: 4005-0003 TASK NO: 40
RE: Watermark Landing
NWP 14 Permit Resubmit
Action ID No. SAW-2001-1253-065
TRANSMITTAL NO: PAGE 1 OF 1
^ Shop Drawings ^ Samples
^ Other -
Quantity Drawing No. Rev. Description Status
2 NWP 14 Impact & Mitigation Plan with Narrative G
2 1- 7 B 11" X 17" Plan Set G
2 NCDENR Stormwater Permit No. SW8 060630 C
2 CAMA Minor Confirmation email from Jason Dail C
2 Bridge Cost and Details, Example C
2 USACE comment letter dated September 20, 2006 C
2 NCDENR comment letter dated October 12, 2006 C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4. Amend & Resubmit 5. Rejected -See Remarks
REMARKS: McKim & Creed, PA will simultaneously copy DWQ (Raleigh) with the appropriate permit
package information. Thank you and please call if you have any questions.
243 NORTH FRONT STREET, WILMINGTON, NC 28401 [phone] FAX [phone]
°= Ken Wrangell w/ enclosure McKIM & CREED, PA
DWQ w/ transmittal only
File w/ enclosoure
Signed ~
Ramon E. Marconi for Richard M. Collier, P.E.
S: \ 4005 \ 0003 \ 10-Comm \ 1 ] 1706 NWP 14 USACE Resumbit Transittmal.Doc

OF ~NATF9 Michael F. Easley, Governor
~~ QG
William G. Ross Jr_, Secretary
~
rij ~ Nonh Carolina Department of Environment and Natural Resources

O ~ Alan W. Klimek, P.E. Director
Division of Water Quality
October 12, 2006
DWQ Project # 061327
New Hanover County
CERTIFIED MAIL: 7005 0390 00013200 5342
RETURN RECEIPT REQUESTED
Mr. Ken Wrangell, Member Manager
Stowmac, LLC .
PO Box 3234
Wilmington, NC 28046
Subject Property: Watermark Landing
REQUEST FOR MORE INFORMATION
Dear Mr. Wrangell:
On August 16, 2006, the Division of Water Quality {DWQ) received your application dated August 14,
2006 to impact 039 acres of wetlands to construct the proposed 33 unit duplex family residential
development. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below: The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore, unless we
receive the additional information requested below, we will have to move toward denial of your
application as required,by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. It appears that one of the proposed road crossings is located in Coastal Wetlands. Fill of Coastal
Wetlands is not allowable unless the activity is water dependent. Even if there is an existing dirt
road and/or culvert, widening this road is not an option. Abridge is the only option.
2. The proposed development appears to fall under the Coastal Area Management Act regulations and
a CAMA Major Permit may be required for the project. Please discuss this matter with the
Division of Coastal Management {DCM} Representative, Robb Mairs. If a CAMA Major is
required for the project, your project will be placed on hold until DWQ receives a complete CAMA
Major application from DCM.
3. Please also consider reducing the total wetland impacts on the project site to less than 1/10 of an
acre of impacts to 404 Wetlands. Filling greater than 1/ZO of an acre of wetlands adjacent to tidal
water is rarely permitted and often requires the applicant to go through the Individual Pezxnit
process with the US Army Corps of Engineers (USAGE) and the Individual Certification Process
with DWQ. The USAGE will ultimately make this determination, but rninirrlization and avoidance
is required. Please nose that bridging road crossing numbers 5 and 6 would get the total impacts
under the-1/1.0 and would satisfy DWQ's minimization and avoidance issues.
North Carolina Division of Water Qual'dy 127 Cardinal Drive Extension Phone {91D) 796-7215 Customer Servicel-877&23-6746
Wilmington Regional Office Wilmington, NC 28405-3845 FAX {910} 350-2D04 Internet h2o.enrstate.nc.us NorthCaro/lira
An Equal OpportunitylAffirmative Action Employer- 50% Recycled/f0°~ Post Consumer Paper ~~atur,Q` /Z~

Stowmac, LLC
Page 2 of 2
October 12, 2006
4. It is highly recommended that you request a pre application meeting with the USACE, DCM, and
DWQ prior to submitting a new and revised application.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and 5 copies of the information to Cyndi Karoly of the DWQ Oversight Unit Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by th_e DWQ. Please call me at 910-797-7215 or Cyndi Karoly at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss`this matter.
Sincerely,
~-
Noelle Lutheran
Environmental Specialist III
ce: Richard Collier, McKim & Creed .
Ian 1VIcMillan, DWQ 401 Oversight and Express Unit, Raleigh
David Timpy, USACE Wilmington Regulatory Field Office
Jennifer Frye, USACE Wilmington Regulatory Field Office
Robb Mairs, DCM Wilmington
Stephen Rynas, DCM Morehead City
Noelle Lutheran, DWQ Wihningtori Regional Office (File Copy}
Central Files
Filename: 061327.oct06

,.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGWEER$
PO BOX 7894
WILMINGTON NC 284D2-1894
September 20, 2006
Regulatory Division
Action ID No. SAW-2001-1253-065
Stomac, LLC
Attn: Mr. Ken Wrangell
Post Office Box 3234
Wilmington, North Carolina 28402
Dear Ivir. Wrangell:
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On August 16, 2006, this Office received a request from your Authorized Agent, McKim &
:, - - onv~n e errru N WY) 14 for impacts to u.jy acre or
jurisdictional wetlands adjacent to the Cape Fear River, for road crossings associated with the
proposed Watermark Landing residential development. The proposed project area is a 64.62
acre parcel located along the westside of River Road, south of Sanders Road, directly across
from The Cape $oulevard, south of Wilmington, New Hanover County, North Carolina.
Upon review of your application, this Office has determined that your application is
incomplete and cannot be processed until the following information is received:
1. Your project does not qualify for verification under Nationwide Permit_ 14, since the
Wilmington District's Final Regional Conditions for Nationwide Permits (May 2002}
prohibit the use of NWP 14 for private protects located in tidal waters or tidal
wetlands.
2. Based on a telephone conversation on September 18, 2006 with Mr. Robb Mains of
the N.C. Division of Coastal Management, it appears that your project would require
a CAMA/Corps Major Development Permit. Please contact Mr. Mains at 910-796-
7423. If you decide to proceed with your proposal as designed, then your request will
be processed as a CAMA/Corps Major Development Permit.
3. If you redesign your project to avoid the joint CAMA/Corps Major permitting process
and your total project impacts to jurisdictional wetlands exceed 0.10 acre, then you
will be required to apply for Department of Army (DA) authorization through the
Individual Permit process. Tf less. than 0.10 acre of wetland impact for the entire
project, then you maybe eligible to utilize NWP 18.

-2-
4. Please be aware that, regardless of the permitting scenario, you must demonstrate that
you have avoided and minimi~.~d impacts to the maximum extent practicable. You
must provide an alternative analysis, which may include off-site alternatives for an
Individual Permit. We cannot issue DA authorization if we determine that your
proposal is not the least environmentally damaging practicable alternative.
5. Please be aware that your mitigation proposal is insufficient. While we appreciate
and support on-site preservation, we will require a minimum 1:1 in-kind replacement.
This may be accomplished through on-site restoration (1:1), creation (4:1); or
payment into the N.C. Ecosystem Enhancement Program (2:1) or a combination of
restoration!enhancement/payment with preservation of the all the remaining wetlands.
Please contact this Office to discuss your options and the requirements for a complete
mitigation proposal.
Please submit the above information within 30 days of receipt of this Notification or we will
consider your application withdrawn and close the file.
If you have any questions regarding these matters, please contact me at (910} 251-4923.
Sincerely,
Jennifer S. Frye, Regulatory Specialist
Wilmington Regulatory Field Office
Copies Furnished:
Ir. Richard Collier
McKim & Creed, PA
243 -North Front Street
Wilmington, North Carolina 28401
Ms. Noelle Lutheran
Division of Water Quality
N.C. Department of Environment
and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Robb Mairs
Division of Coastal Management
N.C. Department of Environment
and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405

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for
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New Hanover County, North Carolina
NOVEMBER 13, 2006
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WATERMARK LANDING
NOVEMBER 13, 2006
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~~ 243 North Front Street StOWmSC, LLC
Wilmington, North CorolinG 28401 Post Office Box 3234
Phone: [phone] ,Fox: [phone] WllmingtOn, NC 28046
AAOOOZSS7 Eeoooss9, [phone]
www.mckimcreed.com

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ne 4D . s2 mole. oat Hats
lex Onil rents
FI
Is
IB eu Developer sndl submit lighting OesigO Ip PrOgess E~ngy m

accprdm[e wilD New Hanover County slanmrds.
providea~. zp Dwee vs!
suflicimt Ip co0lral, of a mnimum. the I
3/d In[h Ot runDR Iha! vil originate Tram all
K
v
D
3 Behoane /unit Dmsiw/ Adiw bartlrd4
Active roptl ApuKKr boil
P99~^9 d1 AC.
01 AG.
"^Dervias swlDCes Onlicip0letl to De on the
5 ALAEAGE
Actne rnrealim areas
Ofi A[. site upon Lind develwmenl. The wecil<e
Total Nep. 64.62 ocns
total Wellans Area: 51.17 aces
(clubhouse/ Cropuet) pmounl 01 runoll Irom impervious wrlO<es
shoA De disposed DI Dy DncdDllDn m10 the
iptDl Uplme Area' 13.19 D[res Actiw lishing Dloliarm Drea 0.1 AC
evoDwation, IwnsairOtran, o~ Dlhn
6 wEiIAND Np1E6
eaald wenane - Narmd h. wmn w DEL. 2001 Dpssiw Dicwc Prea
wens
alin 01 AC.
a enemas: Dr o-eatmem ar mmlmg a0ceplmle
Minor Aoatl Lrasdng vetland Dnmit for 10 ~ellmes g
passive se
i01A1 2
0 AC to Ine Ne. Hanover County Engineering
Ipl Wetland lines survep0 pclmer 2001
ALl OPEx SPACE BMALL BE NAMiuNED By pepartmenl.
Bridge crOSSm9 IDr cooslpl mwsn
TOOK preservpli0~ DI DoOawn soils Daxd m +euonds mop, NDUEOWaERS' ASSOLIAiIDx 1fi tW YEAR FL000
Fl fl I 1 '
not SLS mop reguved log l0. Oe~sily cant of fifi Op YeO. o0e ewhon w ~s i e a
_ _ _ __ . - . - _ ewlian 10. ifie ent've site IpllsswilM1in
•Vlsryf-r~~~Ap ' this lane
NOT TO SCALE
za .
~/~~~~~ WATERMARK LANDING
••`_ ~ STOWMAC, LLC WILMINGTON, NC
~'u 24} Nor(h front S1rtt1
YbH Wilmington, North Carollno 28401
•° ~ qy `We;e Phone: [phone] ,Fox: [phone] PD BOX 313!
,'."':,,~ a'; r. ,,~ ~~• AAp0oYA67 E90001691 wILAI~NG)DIVNCIB4AS OVERALL SITE PLAN
b Rspwldls WF (9TD) 291•T 113
w.mckimcreetl.com
UPLAND
® coASTAL wEnAw uNE
® 75 COD SET81C1(ZONE
TS COD SETBACK
NoRALU x~cx WATER uNE
101 WETLAND, SALTMARSl1
O DISTURBEDWETlAND6
F~ DRARUOEINLETS
1AL91CM SVSTEII

"IC IS[wAo
DAiE~. sAn OS SCALE
wcE PRW. E .ros-ODW CS-101
p1AwN A5A NORIZW 1A1: ppxp, asp
DESIGx[D gN I' .100' 3
CHECKED RYC KRIICAL
PROD. YGR. NAC I' • tOD'
5iAN5:
ISSUE
D FOR PE
RMITTING [1s9o1
9

R/W
R/W
3.0" SF9.5A
GRADE TO
= 11 0~ DRAIN EL = 10.01/4" FT.
5'
B"x8" ~, 3~
TIMBER ~ %~ 4' MIN,
UNIT ® \/j~ Q`
3'-6" OC 6 ~ ~~ s" waTER MAIN
%/~~%~~_ FILL e" CRAwrv sEwER~
MATERIAL
LEVEL
44 LF 36" RCP
~ GRADE TO
1/4" FT. DRAIN EL = 11.0'
5
~ 8,.x6.,
3 ~ 1 TIMBER
8" ABC 2" FORCE MAIN ~o /~ UNIT
~/~~ 6 3'-6" OC
FILL ~/~~~A
MATERIAL
7.2"
-" LEVEL
INVERT
IN 2.51'
PROPOSED
CENTERLINE GRADE
PROPOSED GRADING
7.
36" RCP
SECTION A - A
:ROSS SECTOOr
NOT TO SCALE

® WABTaLWEiVOO LINE
rscoos~aaaczoNe
104 WET.VO,SaLT M1aRSH
o~snxmmwert.wos
TEAiORAWLY
DISrI1RBED WE7UIDS
•,• onalNar>EUaera
1NENCH SY83EN
BWWEAO
WETLAND IMPACTS
. wuamw ~4Wa
a / w rags arwra
AFV.X0. Dvraws wk
~ ~
/ A
J
u
ii'
A C TI t/E RECREATION
ROAD SHOULDER
JOGGING TRAIL
BULKHEAD
Z
20~ 0 20' bo'
ScaLE: r~2o'
1 c
YAl

328N 243 Nwlh Front Street
Wdmbigton, North Corolino 28401
~CtYC~ We Phone: [phone] ,Poe: [phone]
p1 ~'\`~~
1'~' ..WUM61 EBW0669i
www.m&'vncree8.com
Permanent
Wetland Area (SF) Area (Ac)
W 1 178 0.0041
W 2 28 0.0006
W 3 8087 0.1857
Total 8293 0.1904
Temporary
Wetland Area (SF) Area (Ac)
W 1T 212 0.0049
W 2T 70 0.0016
W 3T-L 666 0,0153
W 3T-R 672 0.0154
Total 1620 0.0372
SweE~ p
da
~ p
;Y g
~~
s ~
Y
a ~
sI3E "` `"` ""°
Y
~~
NOT TO SCALE
Permanent + Temporary
Wetland Area (SF) Area (Ac)
W 1 178 0.0041
W 1T 212 0.0049
W1 Total 390 0.009
W 2 28 0.0006
W 2T 70 0.0016
W 2 Total 98 0.0022
W 3T-L 666 0.0153
W 3T-R 672 0.0154
W 3 8087 0.1857
W 3 Total 9425 0.2164
Total 9913 0.2276
o"¢: ra)v m BCALE m
~~w~w
WATERMARK LANDING "" `"°" '°~-°°°~ cN-IO1
DR.MI REY Www. wra
STOWMAC, LLC WILMINGTON, NC a~ ~~ ~*„~ 4
~oeox,~e W #1 AND W #2 ~,w~. ~~ ~~.,~
wrurnrcrauNC~e+oe WETLAND IMPACTS S,aM, .,.~,
~efo~>92•rfn ISSUED FOR PERMITTING 9

GRADE TO "
= 11,0' DRAIN EL = 10.0_1/4" FT.
6'
8"x8"
TIMBER 1 ~j~ 3
UNIT ~ %/~~
3'-6" OC 6 ~~~Ai ~~s" WATER MAw
%~~~/~ FILL 8" GRAVITY SEWER
~~//
MATERIAL
INVERT ~ SECTION B -B
OUT 2.80' CROSS SECTION
NOT TO SCALE
R/W
-3.0" SF9.SA

1 GRADE TO
1/4" FT DRAIN EL = 1L0
.
5
"
"
3
1 8
x8
~ TIMBER
8" ABC z.. FORCE MAIN ~ n /~
6 UNIT
'
///~ 3
-6" OC
~//
FILL -~
.~
~\,
we e rFRI e i
PROPOSED
CENTERLINE GRADE
PROPOSED GRADING
7.2"
I
z
zo' o zo' +o' .
- SCALE. t'=20'
BULKHEAD
LANYARDS
END _
/~ ,

X~
~s
X
0

;B
WATER v -
LEVEL ~~
INVERT 36" RCP
IN 2.94'
SECTION B -B
CROSS SECTION
I NOT TO SCALE
I
\ f
\ I
I

® coASrALwenAwuNE
FscoosteAacmNe
4w Y2E,t,4w,sALrwwsN
os3uRemx~ErLANOs
TEAf~ORARILY
dSTNRBEUYIETI/JJDS
~~ tHwNACEiraera
3r+~NCxsvsrEN
ewaFwo
~~ w
8
~ r
a rr
%g E
~~
s $
'~ f
SIZE TM[ co[ Kw ~
P
~I~
NOT TO SCALE
~;~ /~ i ~ WETLAND IMPACTS

Permanent
Wetland Area (SF) Area (Ac)
W 1 178 0.0041
W 2 28 0.0006
W 3 8087 0.1857
Total 8293 0.1904
ACTIVE RECREATION ; / I ,
ROAD SHOULDER I
JOGGING TRAK Temporary
-/
W #3T=L J ~ Wetland Area (SF) Area (Ac)
DILIGENCE x B / `~ W 1T 212 0.0049
TRAIL ~ I W 2T 70 0 0016
~~,
W 3T-R II W 3T-L 666 0.0153
W 3T-R 672 0.0154
1 ~ I
W #3 I Total 1620 0.0372
r
~ ~ I l
I
X 1
1 gwWnA, n/Up
a / a ionnt YMA
avxi YSOYMxi o.rz
Permanent + Temporary
Wetland Area (SF) Area (Ac)
W 1 178 0.0041
W 1 T 212 0.0049
W1 Total 390 0.009
W 2 28 0.0006
W 2T 70 0.0016
W 2 Total 98 0.0022
W 3T-L 666 0.0153
W 3T-R 672 0.0154
W 3 8087 0.1857
W 3 Total 9425 0.2164
Total 9913 0.2276
"
t
~
w ; ~ ~~~~~ WATERMARK LANDING

A~ ' V243 Norlh Fronl Slreet STOWMAC LLC WILMINGTON, NC
~~~
' Wi~minyton, Norm cora~na ze+o1 ' W #3
~,~~ `W~'
•~4qG Y ~~".' 7NOne: (970)N}-1048 , Foz: [phone]
.aW01+41 FBOOOF+Ir PO BOX 313!
w~u
m
ucrav NC1390G
WETLAND IMPACTS
/
p
1+~B~ IB~~iZ3
TCkiTCr!lE.CGn
o.rz: xov os SCALE n` Y°
Yrt raa , +oos-oom CN-101
o+~w qEy NOftltaliu: orcm
DELWItD R[Y ~ • ~
5
~~~ ~~ ,~,~:
MNA YGR. AYC I' • XI'

iANS:
ISSUE
D FOR PE
RtrrITT1NG lwO
e

BULKHEAD I
X ~ I

LEGEND - - - _ Z
Ere TyDe cNselDwnorl CAPE FEAR - - ~ ~ ~~
O lP1AND
casruwEnANDUNE
® T5'C00 SETBACK ZONE
75 COD SETBACK
NORMAL HIGH WATER UNE
101 WETWlO,SALT MARSH
DtSTURBEDYIEtLAI~AS
~~ DRUNABEnaEra
TRENCH SYSTEM
BUl10iEAD
RAVER CSC) ~ ~ _ 60' 0 60' 120'
/ ~ ~ ~ ~ ` . \ SCALE I'-60' (NDdz.)
- ~ cdsru
_ ~~ _ "`Lr„;E° ' ` \ CAPE FEAR
RIVER (5C)
$. - _ - .. - ~ / NpPMAL WON
a' arYSi = _ iRENLX$t81BiP MA iER LWE IABILAI SI8rB111A~ ` ` \
~~ _ 104 NEILAND~ a PPE DWEr6t•Y"CM
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smr , . 99 E 10.0 ~ ~ Ds
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DALE: NDV OS SCALE
WATERMARK LANDING "~~`"°
8400 RIVER ROAD '" °"°" ~-°°°} cG-~o1
dAw ASA NORNONIAL
STOWMAC, LLC New Hanover County, NC ~D ~ ;~R,~ 6
PROD. YOR. RYC I' . 60'
N ~ GRADING AND DRAINAGE ST.,uR
~10~~"~~~ ISSUED FOR PERMITTING B

1
6~ BOARDWALK - 10~ LANDING
ELEVATED BOARDWALK
Nor To scuE
tpR t[NGiN ~ 5' MR. I I.0'
o T
1100 CU R/ KN ?~ 5' MAA.
1
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1710! !1.'Ipl
:i ~~ FWI[xD 1NaAG saNx a roLx As R[aWND
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1 pxartS ILMASS a FWOSON Lanes smRD Alo A WMpWM wart sR[ a u-AGN6.
TEMPORARY SEDIMENT TRAP
x0r i0 SCALE
LA.O.r LLABS B PIP RIA
~ ~
"`~ y~ ~i i i i~
` 1~
ROCK CHECK DAM
uoT To saLE

r roeaena
n / a PeAniN Hntm
n/9y1
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WOOD HAND RAIL
EL = nA
/\/i~ /%~/% i
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I
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6 06~° 3
p~ ~ ,
7'W6' PLANRa 1
B'xB" TIMBER UNIT B 3' 6" OC
o~ ~
d°e I
vT'o~D
~o S
EL =VARIES
U
(BEE PUNS) aii~iT~~i
I'_p• I
I
C
TIMBER RETAINING WALL
xel to kok
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wrz.
FES r0 BC BAVCO WLL a CIfAALY uARxEp PRgR r0 [a.SRUCTOx AW A
FAQr[<ruF BAARSA 5 r0 1[ xSINYEO AT >w[ diWLNF.
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Ix[ TIPS OE rH< OORpKS Nu4Lxf5
METHOD OF TREE PROTECTION DURING CONSTRUCTION
A ___ A
30 0 --
PLAN SECTION
FLARED END SECTION
xm ro suLE
~~
'~ MIRAFI 140N OR
APPROVED EQUIVALENT
OVERLAP Ai TDP 6'
[
q9 WASHED STONE
',. ~ ONIfl PPC
MIRAFI 140N OR
APPROVED EOUVALENT
+ ~ ,~ ~ ~ F ~ OVERLAP AT TOP 6"
ails x cat. SECTION "A-A" ~ CLEAN SAND (DEPTH
AND 'MOTH VARY)
GRILL BASIN
NoT TD spuE
El. B.H.w.i
• 3.0'
17" MIN. COVER
4" OVERFLOW STRUCTURE
MIRAFI 140N DR
APPROVED EOUIVALENt
OVERLAP AT TOP 6"
Ts7 wnsNED sroNE
DIAMETER VARIES" NDPE OR
APPROVED EDUIVALENT
CORRUGATED PERFORATED PIPE
Ip~-~ INSTALL WITH FILTER FABRIC
MIDI m T,ARIES• I~ CLEAN SAND (DEPTH
AND WIDTH VARY)
TRENCH DRAIN DETAIL
(SEE SHEET 4 f0R DIMENSIONS)
NOi rp SCALE
wR: NDV o5 SCALE ~ ~ wRiA
WATERMARK LANDING ~°^a' ~°~-°°°} cc-501
GRAN! ASA XORIIWTAL'. WuNW AUWGI
STOWMAC, LLC New Hanover County, NC ~B~D RM '"' `°
aECKED RY[ YfR110A1 7
PROM MGR. RYC NA
wgcA+~ivc>°aa~ eeo~ GRADING AND EROSION CONTROL SANS I=,m
[ego~rsz"trz~ STORMWATER DETAILS ISSUED FOR PERMITTING e
IIpP STRANp MIN. pl l GES AV wIRFS MN ,pit I/1 GW
p„
s~ _
Borrow sTAAUp ulN. plo
AuL«DR ~
B"x8' UMBER
UNIT CONTINUOUS
NOTE:
ALL TIMBER TREATED
FOR GROUND CONTACT
ANCHOR
B`xa' rIMBER
UNIT CCNTINUODS
STCEL 0
NOTES: GROUND
1. WIRE 6NALL BE A MINIMUM OF 11' IN
WIDTH Aup slug HAVE A MlxlMUM or s
uNE WIAES w/iT STAY SvAONG
p. FILTER FABRIC SHALL BE A MINIMU4 pF
ApCOUAiEIY 10~N[S wIAE BAEa gRECT~
BY THE ENGINEER
1. STEEL POSS SHALL B[ 5' O' IN HEIGHT
AND BE pF SELF FASTENER ANGIC
STEEL rvPE
4. WOOD POSTS SRAM BE A uwIMUM OF 6'
IN HEIGHT ANp }' pR MORE IN puMETER
WIRE FABRIC SIaIL BE fAST NEO 10 w00DE
PpSi WITH NOi LESS THAN 9 WIRE STAPLE'.
I-I/r Louc
ANCHOR
AS DIRECT
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
xor To suLE

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METHOD OF 1REE PROTECTION DURING CONSTRUCTION
x0i r0 5[K[
CONSTRUCTION ENTRANCE/EXIT
NoT ro saLE

Office Use Only• Form Version March OS
USAGE Action ID No. DWQ No. o ~ - ~ 3 a."1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information D ~ ~ ~- ~ ~~ ~; ~ D
1. Owner/Applicant Information NUV 2 0 2006
Name: Ken Wrangell Member Manager of Stowmac, LLC......~.,, ~„~„T,,,
. or~~r-
Mailing Address: Stowmac LLC yYETlAN~3 ANn cm~ti.~~c~,~rc~ ~~sANCH
Post Office Box 3234
Wilmington NC 28046
Telephone Number: 910-794-8704 Fax Number: 910-254-0215
E-mail Address: kwrangell(a~wrangellhomes.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Richard M. Collier, P.E.
Company Affiliation: McKim & Creed, PA
Mailing Address: 243 North Front Street
Wilmington NC 28401
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rcollier~a mckimcreed.com
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Watermark Landing
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 20-3796500
4. Location
County: New Hanover Nearest Town: Cape Fear Township
Subdivision name (include phase/lot number): Watermark Landing
Directions to site (include road numbers/names, landmarks, etc.): Carolina Beach Road (US
421) south to Sanders Road (SR 1187). Turn right or west on Sanders Road to River Road.
Turn left or south on River Road. Travel approximately 3.5 miles to the rear entrance of The
Cape The project is on the west side of River Road directly across from The Cape.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34°04'33" °N 77°55' 17" °W
6. Property size (acres): 64.62
7. Name of nearest receiving body of water: Cape Fear River
River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:%/h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing site is undeveloped and made up of undisturbed
wetland areas of mature trees with understor~growth. Weeds, plants, and other brush are
present An existing dirt path is on site from River Road to the Cape Fear River.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
The project is a 33 d~lex family residential development with a clubhouse. See narrative
for further details.
11. Explain the purpose of the proposed work: Roadway and utility construction to facilitate
future 33 duplex family residential development with clubhouse. Bulkheads will be utilized
to raise the entire site to approximately elevation 10' to be above the 100-yr flood plain, with
minimal wetland crossingL See narrative for further details.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. NCDENR Stormwater Permit SW8 060630 issued September 12, 2006
New Hanover County Planning Board Approval issued March 9, 2006
New Hanover County Stormwater Approval issued October 13 2006
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future projects are anticipated for this site
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Three crossings of water of the US
404 & 401 wetlands are~roposed The crossings propose permanent impacts in the way of
fill for road crossings One crossing will include a culvert for equalization. Utilities will also
Page 7 of 12

be placed underground within the fill crossings to eliminate additional impacts. See narrative
for further details.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list im acts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
W #1 Fill Forested wetland Yes 621 0.0041
W #2 Fill Forested wetland Yes 621 0.0006
W #3 Culvert /Fill Forested wetland Yes 747 0.1857
W #1T Temporary Disturbance Forested wetland Yes 621 0.0049
W #2T Temporary Disturbance Forested wetland Yes 621 0.0016
W #3T-L Temporary Disturbance Forested wetland Yes 747 0.0153
W #3T-R Temporary Disturbance Forested wetland Yes 747 0.0154
Permanent Total Wetland Impact (acres) 0.1904
Temporary Total Wetland Impact (acres) 0.0372
Total Wetland Impact (acres) Permanent + Temporary 0.2276
3. List the total acreage (estimated) of all existing wetlands on the property: 51.13
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
,,,,,~t he ;r,cl„ded_ T~ calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
NA

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill excavation dredging flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
Name of Waterbody

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay, Area of

Impact
(indicate on ma) (if applicable) ocean, etc.) (acres)

NA
Total Open Water Impact (acres)
Page 8 of 12

6. List the cumulative im act to all Waters of the U.S. resulting from the project:
Stream Impact (acres): NA
Wetland Impact (acres): 0.2276
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.2276
Total Stream Impact (linear feet): NA
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Roadway wetland crossings
have been avoided and minimized by crossing at the narrowest widths and reducing pavement
sections at the crossing areas Sub-aqueous utilities will be located within these fill areas to
eliminate additional impacts Alterative designs were proposed. See narrative for further details.
VIII. Mitigation
DWQ - In accordance with 1 SA NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2 o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Excluding the 0.190 acres of wetlands to be disturbed, the remaining wetlands will remain at
a 2.1 ratio preserved through a home owners association. The owner proposes payment into
the NC Ecosystem Enhancement Program. See narrative for further details.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): see narrative for further details
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Page 10 of 12

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
X.
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multivliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total NA NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Page 11 of 12

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No existing impervious area. Proposed (4.25
ACSpervious area versus total acreage on the site (64.62 AC) is 6.58% impervious coverage.
Infiltration trenches will be employed to treat the stormwater. See narrative for further details.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be disposed of via force main and gravity sewer line to an existing public
wastewater system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction sequencing has been coordinated with NCDOT for improvements on SR 1100
River Road. An exReditious review would coordinate these efforts.
~ ~

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Applicant/Agent's Signature ~Date~
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

AGENT AUTHORIZATION
I, Ken Wrangell of Stowmac, LLC, hereby grant McKim & Creed, P.A. the right to represent
Stowmac, LLC in matters regarding professional environmental permitting services for real
property known as Watermark Landing owned by Stowmac, LLC in New Hanover County,
North Carolina until such time as further notified.
Land Owner: Ken Wrangell, Member Manager of Stotiamac, LLC
Date
C:\Documents And Settings\Ken Wrangell\Local Settings\iemporary Intemel Fles\OLY.E4\Ageni Authorization->n'aterma~: Lan~ng.Doc

o~- I3a,1
NATIONWIDE PERMIT 14
DESIGN NARRATIVE
WATERMARK LANDING
New Hanover County, NC
Cape Fear Township
McKim & Creed Project #04005-0003
November 13, 2006
Prepared for:
Stowmac, LLC
Post Office Box 3234
Wilmington, NC 28406
[phone]
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era °7'~TER BRANCH
Prepared by:
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243 North Front Street
Wilmington, NC 28401
[phone]
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WATERMARK LANDING
New Hanover County, NC
Cape Fear Township
McKim & Creed Project #04005-0003
November 13, 2006
Table of Contents
DESIGN NARRATIVE
Existing Site
Proposed Improvements
Avoidance and Minimization
Maintenance
ATTACHMENT 1 -BUILT UPON CALCULATIONS
ATTACHMENT 2 -CONSTRUCTION PLANS
Page i

WATERMARK LANDING
New Hanover County, NC
Cape Fear Township
McKim & Creed Project #04005-0003
November 13, 2006
DESIGN NARRATIVE
Existing Site
Stowmac, LLC owns a 64.62 acre tract of land, located in New Hanover County at the 8400
River Road (SR 1100), approximately 3.5 miles south of the intersection of River Road (SR
1100) and Sanders Road (SR 1187).
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Figure 1 -Site Vicinity Map
The existing site is undeveloped and sparsely to moderately wooded with undisturbed upland
and wetland areas with mature trees and under story growth.
The New Hanover County SCS Soil Survey indicates that the predominate soil within the project
limits site is Kureb sand (Kr). The remainder of the property boundary contains Leon sand (Le),
Borrow pits (Bp), Lynn Haven fine sand (Ly), and Dorovan soils (DO). All of these soil types
have well drained soils that have a sand and fine sand surface layer and a sand, fine sandy
loam, and loamy fine sand subsoil or underlying layer; on uplands. The seasonal high water
table is greater than 6 ft below grade.
Page 1

The proposed project area discharges to Cape Fear River. Cape Fear River is within the Cape
Fear River Basin and is classified SC. The classification is dated 08/09/81 and the stream index
number is 18-(71). Wetlands and Coastal Marsh are located within the property boundary;
these areas will be excluded and protected from construction activity.
Proposed Improvements
The proposed development of this 64.62 acre tract of land will be for 33 duplex residential
homes with, an average lot size approximately. 0.10 acres. To provide a safe finished floor
elevation, the existing uplands will be built above the 100-year flood elevation (10.0 ft) and
protected with the installation of treated timber bulkheads. The bulkheads will prevent a
sufficient amount of impact to the wetlands and prevent any future accidental disturbances.
The improvements will consist of the clearing and grubbing, wall installation, bridge installation,
cross drainage piping, fill material, roadway and utilities construction.
The project is being pursued as high density. Wetlands have been excluded from the
impervious area percentage calculation. The impervious area is based on the total property
minus the wetland area. The impervious area will be 66,644 sf of roadways, a 12,685 sf
clubhouse, 31,680 sf of driveways, and 33-lots totaling 74,280 sf, making the total built upon
area 185,289 sf, 62.8% of the 294,900 sf drainage area.
To further diminish the adverse environmental effects on surface water quality resulting from
development, stormwater will be treated via infiltration trenches. To maximize the stormwater
runoff treatment and avert possible erosion, roof drains shall tie into the infiltration trenches. As
a comparison to ponds, infiltration trenches BMPs reduce adverse effects of changes in land
use on the aquatic environment. Emergency overflow devices will be set at the 50-yr event in
each individual system. Both the county stormwater regulations and state stormwater
regulations will be accommodated. NCDENR has issued stormwater Permit No. SW8 060630
and New Hanover County has returned Approved drawings with signatures.
Several design concepts have implemented throughout the project history. The project has
been designed and constructed to avoid and minimize adverse effects to waters of the US to
the maximum extent practicable at the project site. Given the limited uplands, options were
limited.
Avoidance and Minimization
The infrastructure has been carefully designed to limit the wetland impacts. The utility trench
will not be constructed with extensive gravel layers of backfill, creating a french drain effect.
The sewer line will be in the center of the roadway. The waterline will be will 5 ft from the edge
of pavement. The force main, where applicable, will be on the opposite side of the roadway, 5
ft from the edge of pavement. The utilities will be within the roadway right-of-way. The width of
the fill is limited to the minimum necessary for a safe crossing. The right-of-way width has been
reduced from 50 ft to 40 ft, to further reduce wetland impacts. While the roads have been
designed to meet NCDOT specifications and New Hanover County requirements they will be
privately dedicated. To further limit wetland impacts, interconnectivity and cul-de-sac lengths
were not obtainable based on the site characteristics. Emergency vehicle "hammer-heads" are
provided in lieu of cul-de-sacs.
Of the 64.62-acre tract of land, 51.13 acres of wetlands are on the property. Two areas of
wetlands totaling 0.190 acres will be permanently impacted as a consequence of development.
Page 2

An additional 0.037 acres will be temporarily impacted during construction. The wetland
disturbance is a requirement for roadway and utility crossings. Excluding the 0.190 acres of
wetlands to be disturbed, the remaining wetlands will remain at a 2:1 ratio preserved through a
home owners association. Due to the existing characteristics of the site, neither on-site
restoration nor creation will be an option. The owner proposes payment into the NC Ecosystem
Enhancement Program.
The impacted areas that are designated as wetlands are typically dry. Culverts will be installed
to provide equalization of the wetlands during sufficient storm events. The stream cross section
will be placed to its original grade and elevation. The ends of the pipes will be flush with
bulkheads with a flared end sections. The flared end sections provide a more smooth transition
of water movement. To promote the safe passage of fish and other aquatic organisms, the
pipes will be buried 20 percent of the culvert diameter. The 20 percent burial will limit the
disruption of the necessary life-cycle movements of those species of aquatic life indigenous to
the water body, including those species that normally migrate through the area. Due to the
negligible flow and to prevent further disturbance, rip rap will not be used. Orange safety
fencing will be installed along the wetland perimeters which are within 100 ft of construction
activities. Details, cross sections, and blowups can be found on sheets CN-101.
The temporary impacts will occur as the bulkheads are being installed. This includes temporary
construction mats (e.g., timber, steel, geotextile) used during construction and removed upon
completion of the work. Temporary silt fence will be installed as erosion control measures. Silt
fencing will be used as noted on the plans and as needed. The length of proposed silt fence
does exceed the 100 ftper'/4 acre of disturbed area criteria. To restore the temporary impacts,
the areas will be backfilled with 6 inches to 12 inches of topsoil taken from the disturbed area.
The areas will be restored to preconstruction contours and elevation. Temporary cleared
wetland areas shall be re-vegetated to the maximum extent practicable with native species of
canopy, shrub, and herbaceous species. Fescue grass shall not be used.
To avoid further wetland impacts, the uplands off Skipjack Trail will be connected via bridge
with pilings. The pilings will be placed on the uplands surrounded by bulkheads, the bridge will
span from one upland to the neighboring upland. Utility line construction will be attached to the
underside of the bridge structure. The bottom of the bridge will be approximately 6 ft above the
water surface, providing more than adequate space for the utilities of three residential units.
The construction of utilities in this area will not impact the wetlands in any manner. Several
discussions and site visits have taken place with representatives of the Division of Coastal
Management. To install a bridge, the DCM will require a CAMA Minor Permit. The area of
concern will not be impacted by culverts, fill, or any other permanent impacts. Construction
activities will not commence until a copy of the approved CAMA permit is furnished to USACE
and NCDENR. Attached is a proposal from Steadfast Bridges, which provides construction
details
To further diminish the adverse environmental effects on surface water quality resulting from
development, stormwater will be treated via infiltration trenches. To maximize the stormwater
runoff treatment and avert possible erosion, roof drains shall tie into the infiltration trenches. As
a comparison to ponds, infiltration trenches BMPs reduce adverse effects of changes in land
use on the aquatic environment. Emergency overflow devices will be set at the 50-yr event in
each individual system. Both the county stormwater regulations and state stormwater
regulations will be accommodated. NCDENR has issued stormwater Permit No. SW8 060630
and New Hanover County has returned Approved drawings with signatures.
Page 3

New Hanover County strictly enforces their 75 ft COD Buffer regulation. New Hanover County
will allow road crossings if no other alternative can be provided. McKim & Creed, PA originally
proposed the idea of connecting Marada Way and Lanyards End through the 75 ft COD Buffer.
New Hanover County denied this option due to the accessibility of a connection to Diligence
Trail without impending the 75 ft COD Buffer. New Hanover County did not favor the idea of
placing a road in this area, as the bulkheads would restrict any natural flow and create a pocket
of isolated wetlands. Due to other 75 ft COD Buffer crossings, New Hanover County felt this
crossing would be excessive and not critical, as other options are available. Additionally, the
horizontal alignment of the roadway would create further wetland impacts of approximately 0.08
acres.
Another proposed option to limit wetland disturbance, was to install a bridge structure
connecting Diligence Trail and Lanyards End. Wetland disturbance would not be completely
eliminated. For a structure to span the 250 ft crossing, a support would be required midway,
with a permanent impact of 0.07 acres. Attached is a proposal from Steadfast Bridges, which
provides construction pricing for structures only. From previous work, McKim & Creed, PA
adds additional 40 percent to the price of the structure to encumber the foundation. From the
supplied cost estimate, McKim & Creed, PA estimates the cost of bridges to approximately
$915,000.00. This price does not include construction labor and equipment. The property
value of the 9 lots the bridge served would not be able to justify this additional construction cost.
If this option were chosen, the owner would not be able to encumber the cost of construction
through the sell of the lots. The cost would outweigh the profit, creating a net project loss.
To maximize the use of the land available on the property, McKim & Creed, PA has explored
various options to limit wetland disturbance and abide by New Hanover County regulations. Of
the 64.62-acre tract of land, 51.13 acres of wetlands are on the property. Two areas of
wetlands totaling 0.190 acres will be permanently impacted as a consequence of development
(0.37% of the total wetlands).
Maintenance
Sediment will be removed from the infiltration system annually or when the depth in the unit is
reduced to 75% of the original design depth. A benchmark shall be established in each
individual infiltration system. The system shall be restored to the original design depth without
over excavating. Removed sediment shall be hauled offsite. To ensure public safety, the
bulkhead retaining wall shall be inspected and maintained annually and after a sufficient storm
event. Upon completion of construction and the establishment of stabilizing ground cover, the
property owner shall be responsible for site maintenance.
Page 4

PRO,~ECT IIVIPERVIOUS AREA
1~atermark Landing
New Hanover County
Project No. 4005-0003
$asir~~om3aticm Dramagir?~rea .-
Receiving Stream Name Cape Fear River
Receiving Stream Class SC
Drainage Area 294,900 SF .
Existing Impervious* Area 0 SF
Proposed Impervious* Area 185,289 SF
Impervious* Area (total) 62.8%
Raper IciiLS'~'~irface lea Drainage ~.,a-. .
On-site Buildings 74,280 SF
On-site Street /Parking 66,644 SF
On-site Driveway 31,680 SF
On-site Sidewallcs 0 SF
Other on-site (Clubhouse) 12,685 SF
Off site 0 SF
_ -- - -- -Total:. .. - - - ---- --185 289_SF _ --- _ _ --
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Watermark Lar>Iding
Built Upon Area per Drainage System

Lots Building
Square
Foota a Driveway
Square
Foota a Total SF o
Buildings +
Drivewa
DA 1
1 2,400 960 3,360
2 2,400 960 3,360
3 2,400 960 3,360
4 2,400 960 3,360
5 2,080 960 3,040
DA 2
6 2,400 960. 3,360
7 2,400 960 3,360
8 2,400 960 3,360
9 2,400 960 3,360
10 2,400 960 3,360
11 2,400 960 3,360
12 2,40D 960 3,360
13 2,080 960 3,040
14 2,400 960 3,360
DA.3 _ .._ ___--- - _ _ - -. _ - - - __ _.
15 2,400 960 3,360
16 2,400 960 3,360
17 2,400 960 3,360
18 2,400 960 3,360
19 2,080 960 3,040
20 2,080 960 3,040
DA 4
21 2,400 960 3,360
22 2,025 960 2,985
23 2,025 960 2,985
24 2,025 960 2,985
25 2,025 960 2,985
26 2,025 96D 2,985
27 2,025 960 2,985
28 2,025 960 2,985
29 2,025 960 2,985
DA 5
30 2,400 960 3,360
DA 6
31 2,400 960 3,360
32 2,080 960 3,040
33 2,080 960 3,040
Total 74,280 31,680 105,960
Attac~ment A
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Noah CaYOlina Waterbodies Lisped by County
Note: Waterbodies are listed in more than one county if they cross county lines.
Report Date: 09/30/05
Records Found: 60
Name of Stream Description Cun-. Class .Date Prop. Class Basin St
I
ream
ndex #
- ~al~ ~ 5~_ .~
r ;~
CAPE FEAR RIVER From raw water supply C;Sw 04/01/59 Cape Fear 16

intake at Federal Paper -(63)
Board Corporation
(Riegelwood) to
upstream mouth of
Toomers Creek
Catfish Creek From source to Cape C;Sw 09/01/74
Cape Fear
18

Fear River -69
''CAPE £EAR RIVER `'From upstream mouth SC ~' OB 09/81
/
Cape Fear
16
(7

of Toomers creek to a -
1)
line across the river

____- _ from Snows Point.-- -. - - -

_ __

_ _ _ - _ _ .. _ - ___. _ ._ __
_ (through Snows Marsh)
to Federal Point
Cartwheel Branch From source to Cape SC;Sw 04 O1 59
/ /
Cape Fear
18

Fear River -72
Toomers Creek From upstream mouth WS-IV OB 03 92
/ /
Cape Fear
16

to a point 0.8 mile -73-(1)
upstream of mouth
Toomers Creek From a point 0.6 mile WS-IV;CA OB D3 92
/ /
Cape Fear
18

upstream of mouth to -73-(2)
mouth (City of
Wilmington water supply
intake)
Northeast Cape From N.C. Hwy. 210 to B;Sw OB O1 67
/ /

Fear River
Prince George Creek Cape Fear 18-74-(47.5)
Island Creek From source to C;Sw 07/01/73 Cape Fear 16

Northeast Cape Fear -74-50
River
Sturgeon Creek From source to C;Sw 09/01/74

Northeast Cape Fear Cape Fear 16-74-52
River
Northeast Cape From Prince George C;Sw 09/01/74

Fear River
Creek to mouth of Cape Fear 16-74-(52.5)
Ness Creek
Prince George From source to C;Sw 07/01/73

Creek
Northeast Cape Fear Cape Fear 16-74-53
River
Search Parameters:
County: NevY Hanover
Class:
SpDes:
Name:
Desc:
Index:
Page 1 of 7

OFFICES THROUGHOUT
THE SOUTHEAST
800 743 5557
HEADAUARTERS:
243 NORTH FRONT ST.
WILMINGTON, NC 28401
TEL: [phone]
FAX: [phone]
www.mckimcreed.com
AA0002667
v M~IQM~CREED
v

KEYSTONE STYLE
Q
STEADFAST BRIDGES ~
A CONTECH COMPANY
4021 GAULT AVENUE F(}RT PAYNE, AL 35987-8139
I-866-284-9767
C3
1
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CENTER TO CENTER OF BEARING.
TYPICAL ELEVATION OF HRIDGE
N.T.S.

~~"~-
NOTE: ~~ ~ t
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~~
~~. ~
PRELIMINARY USE ONLY; ~ ~ ~
SUBJECT TO CHANGE WITH ~,~: ~-.3
FINAL DESIGN.
`~
~~
~
~
~~

STEADFAST BRIDGES
-, ,~--
~_~~,~ r
.. .~
..__

Workin with Steadfast Brid e
g g
Steadfast Bridge wants to do our part to make sure your project goes as smoothly as
possible. Below is a timeline and a brief explanation of what you can expect working with
us.
ORDER DEVELOPMENT
Once the decision is made by your project planning team to use a Steadfast bridge, we need the following
information:
Copy of the signed Quote Sheet
Steadfast Vehicular Order Form
Any Plans and Specs for the Project
Steadfast Credit History Report
ENGINEERING AND SUBMITTAL
Note: If Steadfast is also to do the Abutment
Design for your project, we will need
Geotechnical data and Soils information.
Our Vehicular Engineering Team in Birmingham, AL will use the plans
and specifications to custom design your bridge to meet the structual and
aesthetic requirements of the project. Since there are no 'off the shelf'
designs, this process normally takes 2-3 weeks. As soon as the design
is completed, it is sent to the customer for approval.
FABRICATION
When the drawings are retumed to Steadfast with Approval Stamps ,
fabrication of the bridge begins. It is important to note Steadfast cannot
start fabrication until the drawings are retumed to us approved. Production
time will vary depending on size and type of bridge. However, the standard
fabrication time is 6 to 8 weeks for Beam Span and 12 -14 weeks for a
Truss Bridge.
INSPECTION
After fabrication, the bridge is completely erected in our shop to
ensure all bolt holes line up and the bridge is built to design. This
reduces the possibility of problems in the field.
SHIPMENT
Once the bridge has been fabricated and inspected, the
pieces are arranged and placed on a flat bed truck to
minimize delivery issues. The bridge will shipped knocked
down or in one piece depending on size. The bridge will be
delivered as close as possible to the erection site.
INSTALL SUPPORT
Field Use drawings are sent with each bridge. On the knocked down
bridges, each piece is tagged with a number for easy erection. Most
installations take 2 to 3 days.
We are pieaseo to quote you a puce on u-e ~t~au~as~ ~i~uyc ~~~~~~-,~. ~~~~••• ~ ~~~
floor will be a 22 gage galvanized composite floor deck. Reinforcing steel and pouring
of the lightweight concrete shall be by the owner or contractor. This bridge will be
sandblasted and painted with an epoxy primer and an aliphatic,urethane finish coat.
All .Steadfast Bridges carry a 10 year limited warranty. Shop drawings signed and sealed
by a Professional Engineer registered in the State of North Carolina will be provided.
Location: SOUTHPORT, NORTH CAROLINA
Bridge Type: Keystone
Width in feet 40'-0"
Span in feet 100'-0"
Type steel A572 PAINTED
Type floor CONCRETE
Floor thickness 8~~
Field splice YES
Dead Load PSF 110
Live Load PSF AASHTO
Vehicle Load LBS. HS - 20
Design stresses AASHTO
Lifting Weight LBS. 206,578
Vert. abutment load KIPS .351
Horiz. abutment load KIPS 23
Truss height in feet 10
Toe plates NO
Railing height 42"
Maximum rail openings 6~~
Highway guide rail W-RAIL
Skewed NO
Bridge cost delivered $254,250
Delivery: 8 to 10 weeks after drawing approval based on backlog and material availability.
Bridge will be delivered to nearest location easily accessible to over-the-road trucks.
Teflon slip pads and setting plates shipped with bridge.
No slopes, skews, utility hangers or abutment designs are included unless specifically mentioned above.
Anchor bolts, sales tax, unloading, erection and abutment/support construction not included.
Terms: 1/3 down, balance 20 days after delivery, pending credit approval.
This quote is valid for 30 days. Please call if you have any questions (866-294-9767).

-~-~^~~~
,~~
~ppNiiRUC'11QN PRODDCT~ INC.
STEADFi45T BRIDGES
A GiKiBCN COMPANY
Jack Webb -Estimator
Phone [phone]
Fax [phone]
DATE: April 24, 2006
COMPANY: McKim 8~ Creed
ATN: Margaret Gray
PHONE: [phone]
FAX: [phone]
QUOTE # 3231A
RE: Marsh hummock Drive - B
We are pleased to quote you a price on the Steadfast Bridge described below. The
floor will be a 22 gage galvanized composite floor deck. Reinforcing steel and pouring
of the lightweight concrete shall be by the owner or contractor. This bridge will be
sandblasted and painted with an epoxy primer and an aliphatic,urethane finish coat.
All Steadfast Bridges carry a 10 year limited warranty. Shop drawings signed and sealed
by a Professional Engineer registered in the State of North Carolina will be provided.
Location: SOUTHPORT, NORTH CAROLINA .
Bridge Type: Keystone Keystone Keystone
Width in feet 40'-0" 40'-0" 40'-0"
Span in feet 150'-0" 150'-0" 150'-0"
Type steel A572 PAINTED A572 PAINTED A572 PAINTED
Type floor CONCRETE CONCRETE CONCRETE
Floor thickness 8" 8" 8"
Field splice YES YES YES
Dead Load PSF 120 120 120
Live Load PSF AASHTO AASHTO AASHTO
Vehicle Load LBS. HS - 20 HS - 20 HS - 20
Design stresses AASHTO AASHTO AASHTO
Lifting Weight LBS. 349,694 349,694 349,694
Vert abutment load KIPS 508 508 508
Horiz. abutment load KIPS 34 34 34
Truss height in feet 12 12 12
Toe plates NO NO NO
Railing height 42" 42" 42"
Maximum rail openings 6" 6" 6"
Highway guide rail W-RAIL W-RAIL W-RAIL
Skewed NO NO NO
Bridge cost delivered $398,991 $398,991 $398,991
$1,196,973
Delivery: 8 to 10 weeks after drawing approval based on backlog and material availability.
Bridge will be delivered to nearest location easily accessible to over-the-road trucks.
Teflon slip pads and setting plates shipped with bridge.
No slopes, skews, utility hangers or abutment designs are included unless specifically mentioned above.
Anchor bolts, sales tax, unloading, erection and abutmentlsupport construction not included.
Terms:.1/3 down, balance 20 days after delivery, pending credit approval.
This quote is valid for 30 days. Please call if you have any questions (866-294-9767).
Phil Perry
Senior Regional Sales Engineer
Accepted By:
Title /Date:
STEADFAST BRIDGES '` 400 Union Hill Dr., Suite 250 '' Birmingham, AL 35209 " A CONTECH Company

;~ S c C ~a77Qw- dT` Aa,~t ~ ~ ~p ~ 3
Ray Marconi
From: Richard Collier '~DY OMIT /Ul~n0~
Sent: Tuesday, September 26, 2006 1:45 PM ~p~ f ;rrn~,~~Q~
To: Jason Dail
Cc: Frye, Jennifer S SAW; [e-mail]; Kenny Johnson; Ray Marconi; Noelle
Lutheran; [e-mail]
Subject: RE: Watermark Landing, NHC, 2006-1253-065
Jason:
We will continue to keep you and Robb apprised of the crossing moving forward, including
copies of any items sent to Ann Hines at New Hanover County.
Richard M. Collier, PE
McKim & Creed
I&E Wilmington, NC
[phone]
-----Original Message-----
From: Jason Dail [mailto:[e-mail]]
Sent: Tuesday, September 26, 2006 1:26 PM
To: Richard Collier
Cc: Frye, Jennifer S SAW; [e-mail]; Kenny Johnson; Ray Marconi; Noelle
Lutheran; [e-mail]
Subject: Re: Watermark Landing, NHC, 2006-1253-065
Richard Collier wrote:
> Jennifer:
> We met with Jason Dail and Rob Mairs on September 22, 2006 at the
> NCDER Office to discuss your comments regarding our PCN Application
> for Watermark Landing. In the meeting we discussed the one crossing
> that would require a CAMA permit. As discussed, the crossing as a
> "culvert" would not be permitted except to replace the existing
> culvert in its original footprint and no fill material. If we were to
> install a "bridge" and span the 404 wetland and coastal wetlands it
> would require only a CAMA Minor permit to be issued by New Hanover
> County. We all agreed that Jason and I would meet in the field on
> September 26 to physically look at the crossing to see if a
> possibility of a "culvert" could be permitted.
> We met this morning on-site and Jason Dail indicated that a "culvert"
> crossing would not be permitted. A bridge crossing can be permitted
> under a CAMA Minor Permit through New Hanover County. We looked at a
> location to the east of the proposed crossing that would have less
> impact to 404 and coastal wetlands and we are exploring moving the
> "bridge" crossing to that location.
> Based upon our meetings, we are going to amend our PCN application and
> eliminate the "bridge" crossing until more information is gathered on
> cost, design, and impact(s). We will then resubmit the appropriate
> applications for this crossing. We are modifying the other two
> crossings (404 Impacts only) to request the appropriate nationwide
> permit for the road and utility crossing(s) and will modify our
> mitigation response as well.
> Thank you for your comments and direction on this application. We hope
> to have our resubmission to you within 2-weeks.
> Richard M. Collier, PE
> McKim & Creed
1

> I&E Wilmington, NC
> [phone]
> * From: * Frye, Jennifer S SAW
> [mailto:[e-mail]]
> *Sent:* Monday, September 18, 2006 12:11 PM
> *To:* Richard Collier; [e-mail]
> *Cc:* Noelle Lutheran; [e-mail]
> *Subject:* Watermark Landing, NHC, 2006-1253-065
> *Importance:* High
> Mr. Collier and Mr. Wrangell,
> This email is to give you a heads up that your Section 404 permit
> application for Watermark Landing is incomplete and a letter should be
> going out to you this week. The following is an excerpt from that
> letter. Please let me know if you have any questions,
> Jennifer
> Upon review of your application, this Office has determined that your
> application is incomplete and cannot be processed until the following
> information is received:
> 1. Your project does not qualify for verification under Nationwide
> Permit 14, since the Wilmington District's Final Regional Conditions
> for Nationwide Permits (May 2002) prohibit the use of NWP 14 for
> private projects located in tidal waters or tidal wetlands.
> 2. Based on a telephone conversation on September 18, 2006 with Mr.
> Robb Mairs of the NC Division of Coastal Management, it appears that
> your project would require a CAMA/Corps Major Development Permit.
> Please contact Mr. Mairs at 910-796-7423. If you decide to proceed
> with your proposal as designed, then your request will be processed as
> a CAMA/Corps Major Development Permit.
> 3. If you redesign your project to avoid the joint CAMA/Corps Major
> permitting process and your total project impacts to jurisdictional
> wetlands exceed 0.10 acre, then you will be required to apply for
> Department of Army (DA) authorization through the Individual Permit
> process. If less than 0.10 acre of wetland impact for the entire
> project, then you may be eligible to utilize NWP 18.
> 4. Please be aware that, regardless of the permitting scenario, you
> must demonstrate that you have avoided and minimized impacts to the
> maximum extent practicable. You must provide an alternative analysis,
> which may include off-site alternatives for an Individual Permit. We
> cannot issue DA authorization if we determine that your proposal is
> not the least environmentally damaging practicable alternative.
> 5. Please be aware that your mitigation proposal is insufficient.
> While we appreciate and support on-site preservation, we will require
> a minimum l:l in-kind replacement. This may be accomplished through
> on-site restoration (1:1), creation (4:1), or payment into the NC
> Ecosystem Enhancement Program (2:1) or a combination of
> restoration/enhancement/payment with preservation of the all the
> remaining wetlands. Please contact this Office to discuss your options
> and the requirements for a complete mitigation proposal.
> */ Please submit the above information within 30 days of receipt of
> this Notification or we will consider your application withdrawn and
> close the file. /*
. >
Richard,
As I mentioned earlier this morning during our site visit, it appears as though the
2

proposed wetlands crossing (by bridge) can be processed under a CAMA Minor Permit.
However, if you don't mind please keep Robb or myself aprised of any modifications to the
• project, subsequent to our meeting and discussions today.
Thanks,
Jason Dail
Express Major Permit Coordinator
N.C. Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
ph: [phone]
fax: (.910) 395-3964
1-800-912-CAMA
www.nccoastalmanagement.net
Email to and from me may be subject the NC Public Records Law and therefore may be viewed
by third parties.
3

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September 12, 2006
Mr. Ken Wrangell, Member/Manager
Stowmac, LLC
PO Box 3234
Wilmington, NC 28406
iviichael F. Ftsley, Governor
William G. Ross Jr., Secretary-
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
DivisionoC Water Quality

Subject: Stormwater Permit No. SW8 06Q630
Watermark Landing
High Density Project
New Hanover County
Dear Mr. Wrangell:
The Wilmington Regional Office received a complete Stam-ivvater Management Permit
Application for Watermark Landing. on August 15, 2006. Staff review of the plans and
specifications has determined that the ro11ect, as proposed., will comply with the Stormwater
Regulations- set forth in Title 15A NCAC 2H.1000. We are forwarding Permrt No. SW8 060630
dated September 12, 2006, for the construction of the subject project.
This permit shall be effective from the-date of issuar}ce until September 12, 2016, and shall be
subject-to_the conditions and limitations as specified. therein. Please pay special attention to
the Operation and Maintenance-requireirients In~iFiis perrnit~, FailuYe to establish an adequate
system.for operation and mair3ter~ance of the stormwater management system will result in
future compliance problems
If-arty parts, requirements, ar limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written :request within sixty (60~ days
fallowing receip# of this permit. This request must be in-the fprm,of a written petition,
conforming to Chapter 1508 of the North Carolina General Statutes,. and filed with the Office of
Administrative Hearings; P.O. Drawer 27447,. Raleigh, NC 2.7611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact- Linda Lewis, or me at [phone].
S'inc ly, ,
~'~~ ~.
~~~::~.
Edward Beck
Regional.Supervisor
Suc#ace Water Protection Section
ENBIarI: S:\WQSISTORMWATERIPERMl11060630.sep06
cc: Richai-d Collier; P:E., McKim & Creed
Tony Roberts, New Hanover County: Building Inspections
City of Wilmington Development Services
Beth E. Wetheriil, New Hanover County Engineering
Linda Lewis .
Wilmington Regional Office rro°ratc~roiina
Central Files JVaturallr~
North Carolina Division of WaterQuaiity I27 Cardinal Drive Extension .Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Off ce Internet: www.ncwateraualiri~.ore Fax [phone]-g.77-623-6748
An Equal t)pportun"rtylAffinnative Action Employer - 50% Recycledll0~ Post Consumer Paper

State stormwater Management Systems
Permit No. SW8 X0630
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
D[VIS[ON OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143; General Statutes of North
Carolina as amended, and othet applicable Laws, Rules, and Regulations
PERMISSION iS HEREBY GRANTED TO
Ken Wrangell & Stowmac, LLC
Watermark Landing
River Road at The Cape Boulevard, I~Jmirtgton, New Hanover County
FOR THE
construction, operation and maintenance of seventeen {17) underground infiltration trenches in
compliance with the provisions of 15A NGAC 2H .1 DDO thereafter referred to as the
''stormwater rules` and the approved stormwater management plans and specifications and
other supporting-data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit. -
This permit shall be effective from the date of-issuance until September 12, 2016, and shat! be
subject to the following specified conditions and limitations:
I: DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting- data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Sections .f.7, 1.8 and l.9 on page 3 of this permit. The stormwater controls
have been designed to handle the runoff from a total of 185,289 square feet of
impervious area. See Sections 1.7, 1.8 and i.9 of this permit for a breakdown of the built-
upon area treated by each system.
3. The trenches treat excess design storm, therefore, no vegetated filter is required.
4: The tract will be limited to the amount of built-upon area indicated on page 3 of this
permit, and per the approved plans. This permit makes no allocation for any future built-
upon area.
5. Ali stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. The runoff from off built=upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
- Permit No. SW8 OG0630
7. The following design criteria have been provided in the infiltration trenches 1A, 1 B, 1 C,
1 D, 3A and 313, and must be maintained at design condition:
1A 1B 1C 1D 3A 3B
a. Drainage Area, square feet: 20,498 4,408 6,287 4,526 42,433 11,546
Onsite, ft?: 20,498 4,408 6,287 4;526 42,433 11,546
Offsite, ff2: 0 0 0 0 0 D
b. Total Built-upon Area, ft2: 12,207 2,421 5,079 4,079 26,257 6,469
c. Design Storm; inches: 3.5 3:0 3.0 2.0 4:5 6.0
-
d. Trench Length, ft: 274 48 86 53 -1020 311
e ft:
Trench Width 7.0 7:0 7.0 7:0 6.5 6.5
.
f ,
Trench Height, ft: 3.67 3.67 3.67 3.67 2.Sd- -2.84
.
g. Perforated Pipe 0/Length: 3'1274` 3'/48' 3'186' 3'/53' 2.511020 2.51311
h Bottom Elevation,: FMSL: 5.0 - 5:0 - 5.0 5.0 5.83 5.83
.
i 4" Bypass {evert, FMSL: 8.67 8.67. 8.67 8.67. 8.67 8.67
.
j Permitted Storage-Vol:, ft3: 3,975 696' 1,248' 769 10,536 3,212
.
k. Type of Sail: Dorovan Dorovan ` Dorovan Dorovan Kureb Kureb
I. Design Infiltration Rate, inlhr: 6.0 6.0 6:Q' 6.0 5.0 5.0
m FMSL:
SHWT 3.0 3.0 3:0 3:0 3.$3 3.83
.
n. ,
Time to Draw Down, hours: 4 4 4 4 4 4
8. The following design criteria have been provided in the infiltration trenches 2A, 2B, 2C.
2D ; 2E and 2F, and must be m aintained at design condition:
- 2A 2B 2C _ 2D 2E 21=
a. Drainage Area, square feet: 22,428 34,882: 7,840 4,356 11;382 11,459
_ _ _ .
;.~ - ---- -0ns~te, ftz:, -- - -- 22;428--- - 34;882:- - 7;540 ._-- -4;358 - -'11,382 11;459
ftz:
Offsite 0 0 0 ... 0 0 0
b. ,
Total Built-Upon Area, ftz: 14,433 24,713 5,421 3;962 8,642 3,920
c. Design Storm, inches: :6.0 5.5 7 4.5 5.0 11.5
351
d. Trench Length; ft: 630. 1:,019 300. 125 339
. e.
f: Trench Width, ft:
Trench Height, ft: 6.5.
3.25 6.5. _
3.25 6.5
3.25 6.5
3:25 6.5
3.25 6.5
3.25
g Perforated Pipe QS/Length: 2.5'1630 2.5'11019' 2,5'/300' 2.5'/125' 339. 351
,
h: . FMSL:
Bottom Elevation 5:42 5.42 5:42 5.42. 5.42 5.42
i ,
4" Bypass invert, FMSL: 8.67 8.67 8.67 8.67 8.67 8.67
.
j. Permitted Storage Val.; ft3: 7,179 1-1,6.12. .. .3,419. 1,424. 3,.863 4,000
k, Type of Soil: Kureb Kureb Kureb Kureb Kureb Kureb
L Design Infiltration Rate,'in/hr: 20 2.0 2.0 2.0 2.0 2.0
m: FMSL:
SHWT 3.42 3.42 3.42 3,42 3.42 3.42
n. ,
Time to Draw Down, hours: 11 10 10 11' 10 11
9. Th e following "design criteria have been provided in the infiltra tion trenches 4A, 4B, 5A
5B and 6, -and must be maintai ned at design condition:
4A 4B 5A 5B 6
a: Drainage Area, square feet: 63;695 9,050 11,775 7,826 20,909
Onsite, ft~: 63,695 9,OS0 11-,775- 7,826 20,909
Offsite, ft~: 0 0 0 0 0
b. Total Built-Upon Area, ft2: 34,807 5,401 6,476 5;444 15,558
c. Design Storm, inches: 4.5 4.0 4.0 4.0 4.0
d. Trench Length, ft: 1,263 171 166 138 328
e. Trench Width, ft: 6.5 6.5 6.0 6.0 7.0
f Trench Height, ft: 3.0 3.0 3.67 3.67 4.0
.
g. Perforated Pipe ~/Length:, 2.5'/1,263 2.5'/171' 3:0'/166' 3.0'1138' 3.0/328
h Bottom Elevation, FMSL:. 5.67 5.67 5.0 5.0 4.67
.
i. _
4" Bypass. invert, FMSL: 8.67- 8.67 8.67 8.67 8.67
j. Permitted Starage Val., ft~: 13,571 1,837 2,166 1,801 5,065
k. Type of Soii: Kureb Kureb Leon
' Leon Leon
L ,
Design Infiltration Rate, in/hr. 4.0 4.0 4:0 4.0 4.0
m. SHWT, FMSL: 3.67 3:67 3.0 3.0 2.67
n. Time to Draw Down, hours: 5 5 7 7 7
Page 3 of 7

State stormwater Management Systems
Permit No. SW8 060630
7 4. The receiving stream for a[i of the infiltration trench systems is the Cape Fear River in
the Cape Fear River Basin; Stream index Number CPF17 78-(71); Classification "SC".
11. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intertded use pnor to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system w~Ii be repaired immediately.
3: The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in: its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months}:
b. Sediment removal.
' c. Mowing and revegetation of.slopes and the vegetated filter.
d. immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f: Debris removal and unclogging of bypass structure, flter media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be avalable at all times.
4. Records of maintenance activities must be kept and made available upon request to
--authorized''personnel o#-f)V'VQ: The-records-will tndieate the date;-activity; name of
person performing the work and what actions were taken.
5. -The facilities shall be constructed as shown on the approved plans. This. permit. shall
-> become voidable unless the facilities are constructed in accordance with the conditions
of this pem~it, the approved plans and specifications, and other supporting data.
6. Upon completion of construction; prior to issuance of a Certificate of Occupancy, and
pnor to operation of this permitted fac~l~ty, a certification must be received from an
appropriate designerfor the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifcations, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and p rior to
occupancy of the facility.
8. The permittee shall submit to the Director and shall have received approval far revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved p#ans, including the stormwater
management measures, built-upon area; details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount. of built-upon area or tv the drainage
area.
e. Further subdivision, acquisition, lease or sale of all or.part of the project area. The
project area is defined as all properly owned by the. permittee, for wh ich
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
Page 4 of 7

State stormwater Management Systems
Permit No. SW8 060630
9. Access to the stormwater facilities shall be maintained via appropriate easements at ail
times.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shat! submit a written time schedule to the Director for modifying
the site to meet minimum .requirements. The permittee shall provide copies ofi revised
plans and certification in writing #o the Director that the changes have been made.
II1. GENERAL CONDITIONS
1: This permit is not transferableexcept after notice to -and approval by the Directar. In the
event of a change of ownership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
. supporting materials. as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee Es responsible
-for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee "to enforcement action by the Divisian of Water Quality, in accordance with
-North Carolina General Statute 143-215:6-A to-143=21-5:6C:
3. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall~take immediate corrective action, Fncluding
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecfing all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause_ The filing of
a request for a permit modification, revocation and reissuance or terminatio n does not
stay any permit condition.
7. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
8. The permittee shall notify the Division any name, ownership or mailing address changes
within 3Q days.
Permit issued this the 12th day of September 2006.

NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for !an W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060630
Watermark Landing
Stormwater Permit No. SW8 060630
New Hanover County
Designer's Certification
1, , as a .duly registered in the State of
North Carolina, having been author"zed to observe (periodically/weekly/ full time)the
construction of the project,
(Project}
for (Praject Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent of
the approved plans and specifications.
The checklist of items qn page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Starmwater Management Systems
Permit No. SW8 060630
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built-upon area.
3. All the built-upon area associated with the pro}ect is graded such #hat fhe runoff
drains to the system.
4. Ail roof drains are located such that the runoff is directed into the system.
5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outletLbypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area an~dlor volume have been provided.
12. Ali required design depths are provided.
13. All required parts of the system are provided.
14. The required. system dimensions are provided per the approved plans.
cc: NCDENR=DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7