SW8060116_HISTORICAL FILE_20060614

A
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�U HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management r
Michael F Easley, Governor Charles S Jones, Director William G Ross Jr , Secretary
f
June 14, 2006
MEMORANDUM
TO
r
FROM
SUBJECT
Applicant
Project Location
Proposed Project
EXPRESS PERMIT
Linda LewisZ5
and
Joanne Steenhuis
Division of Water Quality
Jason Dail
Express Permits Coordinator
CAMA Permit Application Review
CAL d�
060
Sweetwater Investments, LLC C/o Phil -Norris (Venetian Bay)
located off NC Hwy 130, adjacent to the Atlantic Intracoastal Waterway, in
Holden Beach
The applicant proposes to construct ten buildings (providing fifty-two (52)
townhome units), Nine buildings (providing three hundred seventy-two (372)
condominium units), roads, parking areas, utilities, amenities and
stormwater collection system I
Please indicate belowryour agency's position or viewpoint on the proposed project and return
this form by July 6, 2006 If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested f
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project r
_This agency approves of the project only if the recommended changes are
mcorpor'ated "See attached
r � r
This agency objects to the project for reasons described in the attached
comments
SIGNED ,1Qi'�f5kUPATAraim 7a4.b,5_3Rd-
Phone [phone]F6x- 9`10,395-3964}1 Intemet http //dcm2 enr'state nc us
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An Equal Opportunity l Affirmative Action Employer - 50% Recycled 110% Past Consumer Paper
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
l APPLICANT'S NAME Sweetwater Investments LLC C/o Phil Norris
2 LOCATION OF PROJECT SITE Project site is located off of N C Highway 130, adjacent to the Atlantic
Intracoastal Waterway, in Holden Beach, Brunswick County
Photo Index - 2000 4 40, H-P 15 18 1995 4 39, I-P, 10-13 1989 Not available
State Plane Coordinates - X 2220080 Y 63054 Rover File V-060609A
3 INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 6/06/06
Was Applicant Present - Yes
5 PROCESSING PROCEDURE Application Received —completed 6112/06
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Town of Holden Beach
Land Classification From LUP — Transitional
(B) AEC(s) Involved ES
(C) Water Dependent No
(D) Intended Use Residential Subdivision
(E) Wastewater Treatment Existing - Municipal
Planned Sewer Extension
(F) Type of Structures, Existing -- None
Planned Fifty two (52) townhome units three hundred seventy-two (372)
condominium units, roads parking areas, utilities, amenities and stormwater
collection system
(G) Estimated Rate of Erosion N/A
Source - NIA
7 HABITAT DESCRIPTION
[AREA1
DREDGED FILLED OTHER
Fill 2,575sq ft for
Excavate 2,516 sq
(A) Vegetated Wetlands
driveway
ft for culvert
Section "404 type"
construction
installation
(B) Non Vegetated Wetlands
(C) Other - High ground
Disturbed 21 0 acres
(914,760 sq ft )
(D) Total Area Disturbed 917,335 sq ft (21 06 acres)
(E) Primary Nursery Area No
(F) Water Classification SA Open Yes
8 PROJECT SUMMARY The applicant proposes to construct Ten Buildings (providing fifty two (52) townhome
units) Nine Buildings (providing three hundred seventy-two (372) condominium units), roads, parking areas, utilities
amenities and stormwater collection system

Sweetwater )Investments, LLC
Page Two
9 PROJECT DESCRIPTION
The applicant has requested that the attached application be processed under the Express Permit Review Program
The applicant's project is located along N C Highway 130 adjacent to the Atlantic Intracoastal Waterway (AIWW)and an
unnamed tidal creek, in Holden Beach, Brunswick County To find the property, take Highway 17 south from Wilmington Turn
left onto N C Highway 130 and travel approximately 5 5 miles Turn right off of N C Highway 130 onto Kanoy Street, just
before the Holden Beach high-rise bridge The property will be located at the end of Kanoy Street The subject property is
bordered to the east by residential properties, and an unnamed creek to the west The AIWW borders the site to the south
The subject property is approximately 34 acres with roughly 3 000 linear feet of shoreline along the AIWW and unnamed tidal
creek The site is currently undeveloped and high ground vegetation consists primarily of Long Leaf Pine, Live Oak, Sweet
Gum, Cedar, Cottonwood and Red Maple Elevations at the site range from V to 35 above Mean High Water (MHW) Most of
the under story vegetation has been cleared, however there is a small stand of vegetation along the eastern property line edge
that consists of Wax Myrtle, Yaupon, and Red Bay Transitional species, including Sea Oxeye (Borrrchia frutescens} Common
Reed (Fragmites austrahs) and Grounsel bush (Baccharus hahmifoha) are located along the upper edge of the coastal wetlands
High coastal marsh vegetation, including, Black Needle Rush (Juncus roemarianus), Spike Grass (Distichlis sptcata}, and Salt
Meadow Grass (Spartina patens} complete the transition to the waters edge where Smooth Cordgrass Marsh (Sparttna
alterniflora) is the predominant species The marsh area adjacent to the site ranges in width from approximately 75 to 500 feet
The waters of the AIWW, adjacent to the project site, are classified as SA by the North Carolina Division of Water Quality The
area is NOT designated as a Primary Nursery Area (PNA) by the N C Division of Marine Fisheries According to the Division
of Environmental Health, Shellfish Sanitation Section, the waters in this area of the AIWW are OPEN to the harvesting of
shellfish
PROPOSED PROJECT
The applicant proposes to construct Ten Buildings (providing fifty-two (52) townhome units), Nine Buildings (providing three
hundred seventy-two (372) condominium units), roads parking areas, utilities, amenities and stormwater collection system
Starting from the intersection of N C Highway 130 and Venetian Bay Drive, and working south towards the AIWW, the
applicant proposes to construct an entrance/exit drive (Venetian Bay Drive) This main thoroughfare would run the entire length
of the property along the eastern property line Several other drives would provide access to the interior portion of the
subdivision from this main drive (please refer to the attached workplan drawings for a detailed description of the road
infrastructure) The proposed asphalt roads would be located within a 30-foot right of -way and would consist of 27-foot wide
paved asphalt travel lanes with 2-foot borders on each side of the road The applicant is also proposing to grade several areas
within the property boundaries to create five swales, with sediment traps and check dams for the collection and diversion of
stormwater run-off The associated grading and construction of the swales and check dams adjacent to Buildings "5" and "6", as
well as the construction of Buildings `5" and "6" (including the associated parking areas) are located within the 75 foot Area of
Environmental Concern (AEC) Because these structures are located within the 75' AEC, in additional to the requirements for
obtaining State Stormwater and Sedimentation and Erosion Control approval the project is being reviewed under the CAMA
Major development process Outside of the proposed swales, temporary sediment traps and check -dams, construction of
Buildings "5" and "6" (and associated parking areas) no other structures would be located within the 75 foot AEC According to
the application no structures are proposed within the 30' coastal shoreline buffer
To gain access to the property, the applicant is proposing to install three (3) bridges and four (4) reinforced concrete culverts on
the property The bridges would be constructed over Section `404 type" wetlands and each culvert (12 inches in diameter)
would be located in Section "404 type" wetlands Bridge # 1 (27' x 110 ) would be constructed on the northern portion of the
property between the two town home phases Bridge 42 (27' x 140') would be constructed just south of San Marco Drive and
bridge #3 (27 s 70') would be constructed south of Building "7" Each bridge (all located along Venetian Bay Drive) would be
constructed of wood (see Sheet W2 for details) and elevated a minimum of 3 above the wetlands grade Guardrails
(approximately 3' in height) would be installed on each side of the bridge for safe passage

Sweetwater Investments, LLC
Page Three
As previously mentioned, four culverts would be installed as part of the development process Culvert #1 (12" x 70') would be
installed at the intersection of Venetian Bay Drive and Murano Street in a Section `404 type' wetland finger (labeled as
"Wetland Impact 41 " on Sheet WI) The culvert would be utilized for the purpose of road construction Culvert 42 (12 'x 46'
and labeled as "Wetland Impact #2" on Sheet WI) and Culvert 43 (12" x 68' and labeled as `Wetland Impact #3" on Sheet WI)
would be installed within the same wetland finger, adjacent to Murano Street Culvert 44 (12' x 90' and labeled as "Weltands
Impact #4 on Sheet W 1) would be installed beneath the access drive to the parking area, between Building 5" and Building
"6" According to the application, each of the culverts would be installed 20% (or 3") below grade A limited amount of
excavation would be required in the vicinity of each of the proposed culverts for proper installation
The applicant has proposed to fill an additional area of Section "404 type wetlands for condominium construction This area
(referred to as "Wetlands Impact 45" on Sheet WI) would be approximately 59 square feet and would be located along the
western most boundary of Building "9" As previously indicated, each of the proposed wetland fill areas are located outside of
the 75 feet Estuarine Shoreline AEC
The proposed town homes condominiums and parking areas vary in size, orientation and layout configuration Please refer to
Sheet C for a detailed description of the Building, parking and driveway layout
Lastly the applicant proposes to install a swimming pool and pool house along the southern portion of the property, at the end of
Venetian Bay Drive The exterior dimensions of the pool house and mechanical room, including decking, would measure
approximately 85' x 100
The applicant has indicated that water and sewer would be provided by the local municipality The applicant has received
approval for the construction of a High Density Stormwater system under Permit 4SW80601 16, issued by North Carolina
Division of Water Quality on 2/01 /06 The applicant has also submitted, and obtained approval of a Sedimentation and Erosion
Control Plan (SECP) from the Division of Land Quality The plan was approved on 1/17/06, and was issued under Bruns-2006
215 The State Sewer Permit was also approved on 12/09/06, under Permit #WQ0029514
10 ANTICIPATED IMPACTS
The initial grading of the property would result in the disturbance of approximately 914,760 sq ft (21 0 acres) of high ground
The proposed culvert and driveway construction would result in the filling of approximately 2,575sq ft of Section `404 type"
wetlands The construction of the buildings, parking areas, driveways and swimming pool would result in the creation of
approximately 536,469 sq ft of impervious coverage No impacts are proposed within the 30' coastal shoreline buffer coastal
wetlands or surface waters
Submitted by Jason Dail Date June 14 2006 Office Wilmington

NKT #05121
Form DCM-IVIP-I 4-'
CAPPLICAT1JUN 1 � fi
(To be completed by all applicants)
COASTAL MANAG o-q4t ,�q t
b Ho1'dten egLmutnty or landmark
I. APPLICANT
c Street address or secondary road number
Holden Beach
a Landowner C G Pfj,� A4rr!'b
Name Sweetwater Investments, LL,C d Is proposed work within city limits or planning
jurisdiction? X Yes No
Address1424 Ash -Little River Road
e Name of body of water nearest project (e g river,
City Ash State NC
creek, sound, bay) Atlantic Intracoastal
�
Waterway
Zip 28420 Day Phone [phone]
Fax
910-343-9604 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b Authorized Agent
Name John Phillip Norris
Address 1424 Ash -Little River Road
City Ash
Zip 28420
State NC
Day Phone [phone]
Fax [phone]
c Project name (if any) yg11Qtian Bav
AVM Penes %Q be uued ,n ,mme of landowner(i) and/or
project name
2. LOCATION OF PROPOSED
PROJECT
a County Brunsw:.ck
a List all development activities you propose (e g
building a home, motel, marina, bulkhead, pier, and
excavation and/or fllmg activities
QLTistrrt icn of rods, utilities & e for
crrrb & to chxm pro'lect PMicx 0 06 acres
of Wetlands will be filled
b is the proposed activity maintenance of an existing
project, new work, or bothP 1,1�`^' DDrk
c Will the project be for public, private or commercial
use? private
d Give a brief description of purpose, use, methods of
construction acid daily operations of proposed
project If more space is needed, please attach
addibonal pages PrQ3eCt area will be cleared
& grad per the er sam a iti-ol plans
use Ut-iUt es
wt 11 1-1- 1 r nt-A 1 l ar3 An-1 rr -ice- rrnczE7n Y tj�d f, Y%f
Revised 03/%

LIB
Form DCM-MP-1
4 LAND AND WATER
CHARACTERISTICS
a Size of entire tract „ 3g,
b Size of individual lot(s) N/A
Approximate elevation of tract above MHW or
NWL Lades frm 0 to 35 feet abo�e mu
d �It s and t�e�s} of tract
tils in --
f Man-made features now on tract 2 ,%, M1e f=1y
his to be reTu)ed
g What is the CAMA Land Use Plan land
classification of the sites (cauutr the kxw Loa use p&=
Conservation X Transitional
Developed Community
Rural Other
h How is the tract zoned by local government'►
MR-3200
i Is the proposed project consistent with the applicable
zoning? X Yes No
(AMA Zmdng complimiee c-Tifiewe JrapoaW)
Has a professional
done for the tract?
If yes, by whom) .
archaeological assessment been
Yes X No
m Describe existing wastewater treatment facilities
Prm ect wIII connect to
_Rrnncwirk ('Qy,n+y ggz�W—N
n Describe location and type of discharges to waters
of the state (For example, surface runoff, sanitary
wastewater, tndustriallcommercial effluent, "wash
down" and residential discharges )
Surface runoff through vegetated
swa]es
o Describe existing drinking water supply source
Project wilrconnect to Brunswick
CflI;I)t,v w4 t�r�sygtpm .
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1R• by II" white paper (Refer to
Coastal Resources Commission Rule 710203 for a
detailed description )
k Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted Blue -line
Register listed or eligible property? pnra or other larger plats are acceptable only if an
Yes X No adequate number of quality copies are provided by
applicant (Contact the U S Army Corps of
I Are there wetlands on the site? ) Yes No Engine= regarding that agency's use of larger
Coastal (Harsh) X Other X drawings ) A site or location map is a part of plat
If yes, has a delineation been eo u e e V
ements and it must be sufficiently detailed to
(Anach doainunm wa f f aradabk) agency personnel unfamiliar with the area to the
J U N 1 2 2006
DIViSiON OF
Re.Bed 031" COASTAL MANAGEMENT

Form DCM-MP-1
site Include highway or secondary road (SR)
numbers, landmarks, and the like
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (npanan) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management Upon signing this form, the applicant
further certifies that such notice has been provided
Name See Attached List
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates
See Attached List
• A chock for $250 trade payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application
• A signed AEC hazard notice for projects m
oceanfront and inlet areas
• A statement of compliance with the N C
Environmental Policy Act (N C G S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described m
the application The project will be subject to conditions
and restrictions contained in the permit
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
peanut application and follow-up monitoring of the
project
I further certify that the tnforTnation provided in this
application is truthful to the best of my knowledge
This is the 25th day of May —19: 2006
Print Name John Phillip Norris
C47 ';&Z"
Signature
ttr or Awdwrszrd Ag
Please indicate attachments pertaining to your proposed
project
X DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM MP-4
Structures Information
X DCM MP-S
Bridges and Culverts
DCM MP-6
Marina Development
NOTE Please sign and date each attachment in the
space provided at die bottom of each form
ECENE
D
J U N 12 2006
DIVISION OF -
COASTAL MANAGEMEN`i

Form DCM-MP-1
EXCAVATION
AND FILL
(Exoept bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1 Be sure to complete all
other sections of the Joint Application that relate to this
proposed project
Describe below the purpose of proposed excavation or
fill activities All values to be given in feet
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(ExcludLng
shorchm
V '1
JUN 12 2006 f ti J
r ()A L"ISION v€=
()AS MANAGCPicrJT
1. EXCAVATION N/A
a Amount of material to be excavated from below
MHW or NWL in cubic yards
b Type of material to be excavated
c Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands Yes No
d Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
a Location of disposal area
b Dimensions of disposal area
c Do you claim tale to disposal area'7
Yes No
If no, attach a letter granting permission from the
owner
d Will a disposal area be available for future
maintenance? Yes No
If yes, where?
ReOwd 03195

Form DCM-MP-2
e Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION N/A
a Type of shoreline stabilization
Bulkhead Rnprap
b Length
c Average distance waterward of MHW or NWL
d Maximum distance waterward of MHW or NWL
e Shoreline erosion during preceding 12 months
(Source of oformadon)
f Type of bulkhead or rnprap material
g Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
If yes,
(1) Amount of maternal to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands9
j Yes No
If yes, 404 only
(1) Dimensions of fill area Area 19
= 59 QF
(2) Purpose of fill _Building Foundation
S. GENERAL
a How will excavated or fill material be kept on site
and erosion controlled9 Per appr vet._ _
erosion control plan
b What type of construction equipment will be used
(for example, draglnne, backhoe, or hydraulic
dredger
Backhoe
c Will wetlands be cr.,ssed in transporting equipment
h Type of fill material V
roject sntel Yes X No
F <<r , explain steps that will be taken to lessen
FV
onmental impacts
n Source of fill maternal Jul 2006
DIVISIOpi OF
GOAS'Al MANAGEMPATeetwater Investments, LLC
4. OTHER FILL ACTIVITIES John Phillip Norris
(Excluding Shoreline Stabilization) �p o
a Will fill material be brought to site?
Yes �_ No
Onsite material will be used
Date
—Z16_
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1 Be sure to complete all
other sections of the Joint Application that relate to this
proposed project
Type and number of buildings, facilities, units or
structures proposed 52 townhouse units &
372 condo units
b Number of lots or parcels 1
Density (give thsn�mler of resideunitunitsi l4units and the
units per acre)
Units per acre = 12 85
Size of area to be graded, filled or disturbed
including roads, ditches, etc 21 Acres
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources9 X Yes No
If yes, date submitted Approx 01-17-06
f List the materials (such as marl, paver stone,
asphalts ornclt �aoncrete) to be used for paved surfaces
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking 2,789 6 SF
or 1 77%
l JUN f 2 2006
DIVISION OI-
%,0ASTAL MANAGL-ro,F,\17
h Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification
Has a site development plan been submitted to the
Division of Environmental Management for review?
,.4 Yes No
If yes, date submitted approved _o2--n1-06
Describe proposed method of sewage disposal
Public sewer - Brunswick County
j Have the facilities described in Item i above
received state or local approvals Yes
(Anach appraprlare documentadam) Approve — —05,
VQQ0029514
k Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges)
Seirf;gCP ninnff,thrnngh vPgPtat-Prl
wa
Describe proposed drinking water supply source
(e g well, community, public system, etc )
Public water -- Brunswick County
prove — —
m Will water be impounded) Yes X No
If yes, how many acres 0
n If the project is a oceanfront development, when
was the lot(s) platted and recorded') N/A
Sweetwater Investments, LLC
Darr
Revised 03/95

Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1 Be sure to complete all
other sections of the Joint Application that relate to this
proposed project
1. BRIDGES
a Public Private X
b Type of bridge (construction material)
Wood
c Water body to be crossed by bridge
No water body, wetlands only
d Water depth at the proposed crossing at MLW or
NWL N f A
Will proposed bridge replace an existing bridges
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Will proposed bridge replace an existmg culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
E(�rl 'A�l a
j �
'111
i f
i 1UN 1 2006
DIVISION OF
,OASTAL MA AGEMEN?
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
#1 — 110 FT
g Length of proposed bridge _ #2_ - 140 FT
#3 — 70 FT
h Width of proposed bridge s 30 FT
n Height of proposed bridge above wetlands
3 0 FT M-In
1 Will the proposed bridge affect existmg water flow?
Yes _X_ No
If yes, explain
k Navigation clearance underneath proposed bridge
N/A
Will the proposed bridge affect navigation by
reducing or mcreasm& the existing navigable
opemng9 Yes No
If yes, explain
m Will the proposed bridge cross wetlands containing
no navigable waters? X Yes No
If yes, explain Bridges are to cross
existing wetlan7s to prevent
_permgnant r_ _zmnat�_
L
n Have you contacted the US Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action
Rented 03M

Form DCM-MP-5
2. CULVERTS
a Water body in which culvert is to be placed
Unnamed Ditch
b Number of culverts proposed 4
c Type of culvert ((construction material, style)
Reinforced concrete
Will proposed culvert replace an existing bridge?
Yes x No
If yes,
(1) Length of existing bridge
(2) Width of existing budge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e Will proposed culvert replace an existing culvert9
Yes X No
If yes,
(1) Length of extsung culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the NEW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
1 70 FT 2 46 FT
f Length of proposed culvert 3 6 Q Ej .
4 90 FT
g Width of proposed culvert 12" Diameter
h Height of the top of the proposed culvert above the
MHW or NWL ."A um
Will the proposed culvert affect existing water flow?
I Will the proposed culvert affect existing navigation
potentnall Yes KNo
If yes, explain
3. EXCAVATION AND FILL
a Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL7
- Yes x No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated to cubic
yards
b Will the placement of the proposed bridge or culvert
require any excavation within
_ Coastal Wetlands _ SAVs Other Wetlands
If yes, NO
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c Will the placement of the proposed budge or culvert
require any hnghground excavation?
Yes _}X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3} Amount of maternal Lo be excavated m cubic
yards
d If the placement of the bridge or culvert mvolves
any excavation, please oomplete the fallowing
(1) Location of the spoil disposal area N/A
(2) Dimensions of spoil disposal am
Yes X No (3) Do you claim title to the disposal area?
If yes, explaim 71� attach a letter granting
ing perin:sston from
e
JUN 12 2ap6
N OF
GOA AL �MA�NAGEMCNT
Be bed 03M

Form DCM-MP-5
(4) Will the disposal area be available for future
maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands'?
Yes No
If yes, give dimensions if different from (2)
above
(6) Does the disposal area include any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No 2
above
e Wdl the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
b Will the proposed project require the relocation of
any existing utility Imes'► Yes X No
If yes, explain in detail
c Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d Will the proposed project require any work
channels? Yes , x No
If yes, complete Form DCM-MP-2
e How will excavated or fill material be kept on site
and erosion controlled? Sediment
movement will be controlled
based on the approved plan
Will the placement of the proposed bridge or culvert f What type of construction equipment will be used
result in any fill (other than excavated material (for example,draglme, backhoe or hydraulic
described in Item d above) to be placed within dredge)? choe
g Coastal Wetlands _ SAVs ,��„ Other Wetlands
If yes, Area #1 - 864 7 g'
(t) Length of area to be filiedAxea #2 - 39i 6 SF
(2) Width of area to be filled Area #3 ; 764 0 SF
(3) Purpose of fill Arm #4 - 499 5 SE
1 ClusuZg
g Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d above) to be placed on
highground7 Yes X No
If yes, 404 only
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of flit - T7P ',
J U N
4. GENERAL DIVISION OF
EMFN
h
a Will the proposed project mvolve any mitigation?
Yes XNo
If yes, explam in detail
WFII wetlands be crossed is transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts
Will the placement of the proposed budge or culvert
require any shoreline stabilization?
Yes _�_ No
If yes, explain in detail
Sweetwater Investments,
John Phillip Norris
iolicaat or Yr6� Ike
Re.ixa 03ss

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State of North Carolina
Depm1 meat of Environment and Natural Resources
Wilimngton Regional Office _
(910) 796-721 S �>
Michael F Easley, Governor William G Ross Jr, Sec ary
FAX COVER SHEET
Date 3 IS-o 4P
To:.��r� — -
CO:
FAX #: ��.� G -7?,1
s ti
# pages (excludmg cover)
From,
Division: S-A
FAX#: [phone]
127 Cardinal Drive Extension, V41ndn&n, N C 29405 3845 T46phone [phone] Fax(910) 35WO04
An Egnal Opportunity Affirmnnvo Acdon Zmployer

0
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F Easley, Governor William G Ross Jr, Secretary
FAX COVER SHEET
Date: .3JI fo # pages (excluding cover)
To: From: -YTr,&V /2
CO: Division: SWP
FAX #: jr#�- G 77-3 FAX#: [phone]
I' �1/�:I
127 Cardinal Drive Extension, Wilmington, h C 28405-3845 Telephone [phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No SW8 060116
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION 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 other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
John Phillip Norris and Sweetwater Investments, LLC
Venetian Bay
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter 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 February 1, 2016, and shall
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 Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 536,469 square feet of
impervious area This basin must be operated with a 50' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 3,000 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the protect
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
protect must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 060116
6 The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a Drainage Area, acres
18 386
Onsite, ft2
800,875
Offsite, ft2
None
b Total Impervious Surfaces, ft2
536,469
OS Buildings, ft2
220,208
OS Streets, ft2
273,323
OS Parking, ft2
10,317
OS Sidewalks, ft2
29,621
OS Future, ft2
3,000
c Design Storm, inches
1 5
d Basin Depth, feet
35
e Bottom Elevation, FMSL
145
f Bottom Surface Area, ft2
18,159
g Bypass Invert Elevation, FMSL
Pump Station #1
1975
Pump Station #2
187
Pump Station #3
55
Pump Station #4
45
Pump Station #5
50
h
Permitted Storage Volume, ft3
73,843
1
Type of Soil
Sand
j
Expected Infiltration Rate, inlhr
208
k
Seasonal High Water Table, FMSL
125
1
Time to Draw Down, hours
20
m
Receiving Stream/River Basin
UT ICWW 1 Lumber
n
Stream Index Number
15-25
o
Classification of Water Body
"SA, HQW"
II. SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior 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 will be repaired immediately
3 The permfttee 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, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 060116
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate 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 permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, 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 prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
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 plans, 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 to 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 property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 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
12 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 shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 060116
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
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 is 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 Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 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,
including 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 inspecting all components of the permitted
stormwater management facility
6 The permit maybe modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 1 st day of February 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W Klimek, P E Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

NORTH CAROLINA
Department of The Secretary of State
To all whom these presents shall come, Greetings:
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
SWEETWATER INVESTMENTS, LLC
the original of which was filed in this office on the 27th day of May, 2004
JAN 17 2006
sY ) 0 -
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh, this 27th day of May, 2004
i�
Secretary of State
Document Id C20D41470047
6

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID 727542
Date Filed 5127/2004 8 19:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200414700476
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Orgamzabon for the purpose of forming a limited liability company
The name of the Itmited liability company is Sweetwater Investments
2 If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company )
3 The name and address of each person executing these articles of organtzation is follows
(State whether each person is executing these articles of organization in the aciry of a
member, organizer or both Note This documeru must be signed by a rsons 1st er
Wayne J Smith, 20 Thomasboro Road,Calabash, NC 28467,Member/ ni
Rhonda Hoiden, L4-q--ra= watErl D7r.,Ho1cS@—n TOREN, NU 2b4bZ,
Troy L Price
Gail H Price,9955 Nance Street,Calabash, NC 28467, M
John Phillip Norr s, s --Mttle River oa , s ,N
Sandra4P No e s a an county o t e mi a regis o et of imi d is i i o an
Number and Street 20 Thowsboro Road
City, State, Zip Code Calabash, NC 28467 County Brunevic)c
5 The mailing address, tf di erent from the street address, of the initial registered office is
Sams
6 The name of the initial registered agent is Wayne-J. Smith
7 Principal office information (Select either a orb) C���
a. ?® The limited liability company has a principal office
LIAI 17 �f E
The street address and county of the principal office of the limited liability company — ---
Number and Street_ _20 Thomsboro Road _
City, State, Zip Code Calabash NC 28467 County Brunswick
The mailing address, Tdi,,(Jerent from the street address, of the principal office of the corporation is
b 0 The limited liability company does not have a principal office

mar
h
8. Check one of the following
XX _ _(i) Mtxrberwrtanagcd LLC' all members by virtue of their status as members shall be
managers of this limited liability company
(n) Manager -managed LL0 except as provided by N C G S Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9 Any other provisions which the itnuted liability company elects to include are attached
10 These articles will be effective upon filing, unless a date and/or time is specified
upon filing
This is the lMday of May , 20 04
Sweetwater Investments, LLC
�.A�
rgrralure
Wayne J. Smith, member/organizer
Type or Print Name and Title
NOTES
l Filing fee is $125 This document must be Ned with the Sesrettry of State.
CORMPATIONS DMSION P O Box 29622 RALEIGH. NC 27626-0622
(RevIsedJanuary 2002) (Form L-01)
Instructions for Flung

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
VENETIAN BAY
BRUNSWICK COUNTY, NORTH CAROLINA
For
Sweetwater Investments, LLC
1424 Ash -Little River Road
Ash, NC 28420
[phone]
November 2005
Prepared by
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail offce@nkteng corn
NKT Project No 05121

NARRATIVE
DESCRIPTION
The project site is a 34 84 acre tract located at Holden Beach, North Carolina
The soils of the site consist of lightly vegetated, sandy topsoil and grades ranging from
0 5% to 5 0% Approximately 21 acres will be graded to allow construction of a
residential subdivision and utility extensions with paved parking and paved access The
runoff from the site is estimated using the rational method 10-year design storm and
rainfall data for the area Construction is scheduled to begin as soon as all permits and
approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications outline the requirements for erosion
control measures Silt fencing will be provided where stormwater would be expected to
sheet flow from disturbed areas directly to adjacent property Temporary silt basins will
be used for sediment storage during construction A gravel construction entrance will
be constructed at the Kanoy Street entrance Maintenance will be provided by the
grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The protect site is located in Brunswick County Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to an underground infiltration
basin by using gravity stormwater collection systems to a series of five stormwater
pump stations
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations Additional silt fence will be installed
when and if conditions warrant during construction The silt basins will be constructed
immediately after that portion of the site is cleared Disturbed areas will be landscaped
or seeded upon completion

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1 Install erosion control measures before beginning construction or as soon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
2 Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This will require periodic top dressing
with additional No 4 stone Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately
3 Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction Inspect the erosion control around the inlets after
each rain and make repairs immediately Remove sediment when it becomes
0 50 deep to provide adequate storage volume for subsequent rains When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sediment fence will be repaired as necessary to maintain
a barrier Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing
5 Inspect temporary sediment traps 1 check dams after each period of significant
rainfall Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing Check the structure for damage from
erosion or piping Periodically check the depth of the spillway to ensure it is a
minimum of 1 5 ft below the low point of the embankment Immediately fill any
settlement of the embankment to slightly above design grade Any riprap
displaced from the spillway must be replaced immediately After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment Smooth the area to blend with the adjoining areas and
stabilize properly
6 No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan All slopes shall be seeded and stabilized within
15 days

7 All disturbed areas shall be seeded within 15 days of disturbance All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover
8 More stringent measures shall be used to halt erosion if those shown on this plan
are not effective
9 All erosion shall be controlled including side slopes before the project is
completed
10 Remove temporary measures upon completion of project All permanent
measures will be well established before project closeout

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations
1 2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations
1 3 The Contractor shall, within 1
disturbing activities, provide permane
Temporary and permanent erosion con
economical, effective, and continuous
construction and post -construction period
permanent seeding
2 PRODUCTS
days of suspension or completion of land
it protective covering for disturbed areas
rol measures shall be coordinated to assure
erosion and siltation control throughout the
Use the specified seed for both temporary and
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent
27 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center The bottom of the fabric shall be buried a
minimum of 6 inches
28 Gravel for check dams shall be #57 washed stone

29 Aggregate for construction entrance shall be #4 washed stone
210 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 General Take every practicable measure during construction or suspension to
work to minimize erosion and siltation Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
32 1 Avoid dumping soil or sediment into any wetland or watercourse
322 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise
shown or directed
33 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem
3 3 1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required
1 Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet Jute and mesh
should be installed as per manufacturer's instructions
2 Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw
3 3 2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0 5 feet above natural grade
333 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B erosion control stone at minimum two feet high and

three feet thick across the watercourse, with a one foot thick layer of gravel on upstream
side Remove sediment if accumulated to a depth of 10 feet at upstream face
34 Vegetative Cover Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work
3 4 1 Preparation of Seedbed Areas to be seeded shall be scanfied to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds per 1000 square feet
Fertilizer 17 pounds per 1000 square feet
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture Seed shall be worked into the bed to a depth of 114
inch Regrade and seed eroded areas immediately
343 Mulch all areas immediately after seeding Mulch shall be applied and anchored
as specified herembefore Reapply as necessary to retain cover until grass is
established
35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed Remove soil if accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure Permanent streambank protection and grassed areas shall be
maintained until completion of the project Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired
END OF SECTION

NORRIS, KUSKE &TU NSTALL
CONSULTING ENGINEERS, INC
January 25, 2006
Mr Paul Bartlett, P E , Environmental Engineer
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Venetian Bay
Brunswick County
SW8 060116
Additional Information
NKT Project No 05121
Dear Mr Bartlett
3At4 21 g06
�Y.
We are responding to your review comments for the subject project as follows
j Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
1 It has been noted on the plans that the existing house and garage will be
removed
2 A cross-section of the streets on Drawing # C3 has been added
3 Revised calculations are enclosed showing the friction losses
4 The data requested for the pump stations have been added to the plans
We are enclosing two (2) sets of revised plans and one (1) copy of the revised
calculations for your continued review and approval Please contact us if you have any
further questions or comments Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC
Jtillip Norris, P E
JPNlasn
05121 01-25-06-s-sw response-itr
902 Market Street - Wilmington, NC 28401-4733 - Phone [phone] - Fax [phone]

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
Date: 1 /20/06
To. Phil Norris
Company. NKT
FAX #. [phone]
William G Ross, Jr, Secretary
FAX COVER SHEET
No of Pages- 3 (Incl Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #- 910-796-7301
DWQ Stormwater Project Number. SW8 060116
Project Name: Venetian Bay
MESSAGE
Phil,
A Request for Additional Information is attached for the subject project
ENBlptb S1WQSISTORMWATERIADDINF0120051060116 jan06
127 Cardinal Drive Extension Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�0 WA��9 Michael F Easley Governor
b G William G Ross, Jr , Secretary
North Carolina Department of Environment and Natural Resources
< Alan W Klimek, P E Director
Division of Water Quality
January 20, 2006
Mr John Phillip Norris, Member
Sweetwater Investments LLC
1424 Ash -Little River Road
Ash, NC 28420
Subject Request for Additional Information
Stormwater Project No SW8 060116
Venetian Bay
Brunswick County
Dear Mr Norris
The Wilmington Regional Office received a Stormwater Management Permit Application for
Venetian Bay on January 17, 2006 A preliminary review of that information has determined
that the application is not complete The following information is needed to continue the
stormwater review
1 ease clarify whether or not the existing brick house and its detached garage
f'ry�p� and shed are to be removed, or if they have been included in the impervious
f� area Please note or provide a label on the plans if they are to be removed or
U" t
r72 Please provide across -section detail of the streets on Drawing #C3
3 lease provide additional details in the calculations for the "Friction" losses for
each pump (i e , number of and losses due to elbows, tees, enlargements and
ontractions, straight run of pipe, etc)
4 /Please provide the selected pump manufacturer, model number, and TDH at the
operating gal /min in the pump station detail table on Drawing #C3
# 6 f7'r6
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to January 30, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Phone [phone] Customer Servicel 877-623 6748
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr stale nc us One
NorthCarohna
An Equal OppodumtylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

.Mr John Phillip Norris, Member
January 20, 2006
Stormwater Application No SW8 060116
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215 1 and is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
Paul T Bartlett, P E
Environmental Engineer
ENBlptb S1WQSISTORMWATERIADDINFO120051060116 jan06
cc J Phillip Norris, Norris, Kuske & Tunstall Consulting Engineers, Inc
Paul Bartlett

d,51Z/
November 28, 2005
Norris, Kuske & runstall Consulting Engineers
902 Market Street
Wilmington, North Carolina 28405
Attention Mr Phil Norris, P E
Reference Double Ring Infiltrometer Testing
Venetian Bay Development
Holden Beach, North Carolina
Job No 1061-05-600D
Dear Mi Norms
p,Y
DEC 0 5 2W5
In accordance with S&ME Proposal 1040-05 dated November 8, 2005, S&ME personnel have
recently conducted double -ring infltrometer testing of the surficial soils at the subject site at the
approximate locations shown in Figure 1 Specifically, our representatives performed the following
work items on November 16 and 17, 2005
Conducted six double -ring infiltrometer tests at depths ranging from 7 to 14 inches
below the existing ground surface This testing was conducted in general accordance
with American Society for Testing and Materials (ASTM) procedure D-3385 entitled,
"Infiltration Rate of Soils in Field Using Double -Ring Infiltrometer"
Determinations of seasonal high water were made by NCDENR personnel prior to S&ME's
involvement in the project Test locations were also determined by others prior to S&ME's
involvement
Hie average infiltration rate at the test locations ranged from 20 8 to 33 4 inches per hour A
summary of the field test results is presented in Table 1
S&ME, Inc [phone]
6409 Amsterdam Way, Building B 3 (910) 7999958 fox
Wilmington, North Carolina 28405 www smeinc com

Norris, Kuske & Tunstall Consulting Engineers November 28, 2005
S&ME Job Number 1061-05-600D Page Two
S&MC appreciates the opportunity to provide our services during this phase of the project Should
you have any questions after reviewing this letter, or if we can be of additional assistance, please do
not hesitate to contact us at your convenience
Sincerely,
>J, INC
Paul A Masten
Environmental Pr fessional
Ran y artin, P E
Branch Manager
PAM ROM/ins
Attachmt.nts

TABLE 2
Double Ring Infiltrometer Testing
Venetian Bay Development
Holden Beach, North Carolina
Job No 1061-05-600D
Location: 1
Date of Test November 17, 2005
Depth of Test Below Site Grade 12 inches Inner Diameter of Inner Ring 11'/4 inches
Depth of Water in Rings 3'/2 inches Inner Diameter of Outer Ring 22%2 inches
Average Infiltration Rate at Location 1 22 9 inches per hour
Location: 2
Date of Test November 17, 2005
Depth of Test Below Site Grade 10 inches Inner Diameter of Inner Ring 11'/4 inches
Depth of Water in Rings 3 %2 inches Inner Diameter of Outer Ring 22'/2 inches
Average Infiltiation Rate at Location 2 25 1 inches per hour
Location: 3
Date of Test November 17, 2005
Depth of 1'est Below Site Grade 14 inches Inner Diameter of Inner Ring 11% inches
Depth of Water in Rings 3%2 inches Inner Diameter of Outer Ring 22'/2 inches
Average Infiltration Rate at Location 3 20 8 inches per hour

f
TABLE 2 - Continued
Double Ring lnfiltrometer Testing
Venetian Bay Development
I ]olden Beach, North Carolina
Job No 1061-05-600D
Location: 4
Date of Test November 16, 2005
Depth of Test Below Site Grade 12 inches Inner Diameter of Inner Ring 11'/a inches
Depth of Water in Rings 3'/2 inches Inner Diameter of Outer Ring 22%2 inches
Average Infiltration Rate at Location 4 33 4 inches per hour
Location: 5
Date of Test November 16, 2005
Depth of Test Below Site Grade 12 inches Inner Diameter of Inner Ring 11'/4 inches
Depth of Water in Rings 3'/2 inches Inner Diameter of Outer Ring 22'/2 inches
Average Infiltration Rate at Location 5 21 0 inches per hour
Location: 6
Date of Test November 16, 2005
Depth of Test Below Site Grade % inches Inner Diameter of Inner Ring 1 1 % inches
Depth of Water in Rings 3 %2 inches Inner Diameter of Outer Ring 22'/2 inches
Average Infiltration Rate at Location 6 26 8 inches per hour

9
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Nil
Note Site plan drawing provided to S&ME by
Norris, Kuske & Tunstall Consulting
Engineers personnel ,
LEGEND SCALE NOT TO SCALE DOUBLE -RING INFILTROMETER TESTING FIGURE
® Approximate CHECKED BY PAM VENETIAN BAY DEVELOPMENT NUMBER
Test Location DRAWN BY JN5 HOLDEN BEACH, NORTH CAROLINA
ENGINEERING • TESTING
DATE 11-18-05 ENVIRONMENTAL SERVICES JOB NUMBER 1061-05-600D

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Map center is 331?r 55' 20"N; 78' 16' 26"W (WGS84/NAD83)
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NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC
January 17, 2006
Mr Cameron Weaver, Express Review Coordinator
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
J Phillip Norris, PE
John A Kuske, 111, PE
John S iunstall, PE
J A Kuske, PE of Counsel
pro J lei
P4V&-, 4�40
Re State Stormwater Permit Express Review Submittal
Venetian Bay
Holden Beach, NC
NKT Project No 05121
Dear Mr Weaver
Enclosed are two (2) sets of plans for the subject project, one (1) drainage area basin
delineation plan, one (1) set of calculations, one (1) copy of the stormwater narrative,
one (1) copy of the soils 1 infiltration system report, one (1) copy of the Articles of
Organization, the original Division of Water Quality Stormwater Management Permit
application, the original SWU-103 supplement form, and a $4,000 00 check for the
express permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
,7)A,tT �
J lj6hillip Norris, P E
JPNlasn
05121 01-17-06-s-sw express-Itr
Enclosures
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]

1170812005
s�yy
�A � '� olll� 1� f�!
,. NKT #05121
�4 & ��)
_ 0-ILL-11V ail information below and CHECK required Pennit(s).
or email to Cameron Weaver(c�ncmarf net along with a narrative and vrcrnrty mat of the project location.
Projects must be submitted by 9.00 A M of the review date, unless prior anan m ft 3 imas e
ON �,�
TUE 4 9,32 FAA 910 343 9604 ;Norris, Kuske, Tunsta'tl
Un r� kq Norris
t f o NCDENR
el." North Carolina Depa ent of Environment and Natural Resources
' =�127 9rdinal Drive, Wilmington NC 28405 [phone] FAX [phone]
c� Request for Express Permit Review
i �
APPLICANT Name John Philli Noms Member _
Company Sweetwater Investments LLC
Address 1424 Ash -Little River Road City/State Ash,— _
Phone [phone] Fax [phone] Crnail
_ FA,
` cif ty 'l un, wl
i
�� Jy
PROJECT Name Venetian Bay
PROJECT SYSTEM(S) TRIBUTARY TO INTRACOASTAL WATERWAY (STREAM NAME) Lumber +VER ASIN
ENGINEERICONSULTANT J Phillip Noms, P E
Company Noms, Kuske & Tunstall. ConsultingEngineers, ngineers, inc
Address 902 Market Street City/State Wilmington, _NC Zip 28401 County New Hanover
Phone [phone] Fax [phone] Einail pnoms@nkteng com_�„
Zip
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes [] No
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
® STORMWA TER ❑ Low Density [ ] High - ten ion Pond Hig', Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gu High ensity-Infiltratioi ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & ❑ Structures lnfbr ioliotl
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 35 acres to 5e &Aurbed
WETLANDS (401)
Check aft that apply
Wetlands on Property Yes ❑ Na Isolated Wetlands on Prope;l'yr ❑ vc : No
Wetlands Will Be lm acted ❑ Yes ❑ No Wetland Impacts _�. _ Acre s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted Y Acre(s)
USA COE Approval of Delineation completed ❑ 'tes ❑ No
404 Application in process wIUSACOE ❑Yes ❑IJo 1 Permit received from L'SAC.E ,,wJYes []No
401 Application required ❑Yes ❑ No If Yes, [] Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review perrrot application fee, may be ll rge A for
subsequent reviews due to the insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits
$ Total Fee Amount $

11/08/2005 RIE 9:32 FAX [phone] Norl°f , ►ut 2
L4;002/0M
I
STORMWATER SYSTEM 6 EW _�Y � ,Cr 'NARRATIVE
VENETIAN BAY
BRUNSWIICK COUNTY, NORTH CAROLINA
For
Sweetwater Investments, L'. G
1424 Asti-Lrttlp Rio -r
Ash, NC 264 z u
(910) 34 , 96',3
November 2005
Prepared by
NORRIS, KUSKE, & TUNSTALL CONSUL TING ENGINEERS, INC
902 Market Street
Wilmington, North Cai chna 28,101
(910) 34:3-9653
[phone] (Fax)
E-mail office@nkteng core
NKT Project No 05 I21

11/08/2003" TUE 9.32 FIX 910 343 9604 Norris. Kuske, Tunstall 4003/009
NARRATN
DESCRIPTION
The project site is a 34 84 acre tract located at Holden Beach, North Carolina
The soils of the site consist of lightly vegetated, sandy topsoil and grades ranging it om
0 5% to 5 0% Approximately 35 acres will be graded to allow construction of a
residential subdivision and utility extensions with paged parking and paved access The
runoff from the site is estimated using the rational method 10-year design storm and
rainfall data for the area Construction is scheduled to begin as soon as all permits and
approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications outkrno the requirements for ero- ion
control measures Silt fencing will be provided where sturmwater would be expecte, 1 to
sheet flow from disturbed areas directly to adjacent property Temporary silt basins will
be used for sediment storage during construction A gravel construction entranoo will
be constructed at the Kanoy Street entrance Maintenance will be provided by the
grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The project site is located in Brunswick County Land disturbing on the site �:iII
exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to several undergro,,ind
infiltration basins
CONSTRUCTION SEQUENCE
The Contractor will install the gi avel construction entrance and silt fence pricy, to
beginning any clearing and grading operations Ad&ts anal silt fence will be 1r1,'Aa1l�d
when and if conditions warrant during construction Tt ie silt basins will be constrttc l:nd
immediately after that portion of the site is cleared Dit.,turbed areas will be landscz reed
or seeded upon completion

11/08/2005 TUE 9.32 FAI 910 343 9604 yorr.-s, Kus4, Tunstall 2004/009
EROSION CONTROL NOTES AND I V,l `i TENANCE PLAN
Install erosion control measu es beforb hil-9li, ling construction or as 1, oon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
2 Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This w 11 require penodic top dres,aing
with additional No 4 stone Any objectionable- materials spilled, washed, or
tracked onto public roadways shall be rernoved immediately
3 Install erosion control measures around the drol. inlets as shown on the plari,, to
trap silt during construction Inspect the oai control around the inlets ­Ler
each rain and make repairs immediately sediment when it becw,les
0 50 deep to provide adequate storage vela rie tcsr subsequent rains `Nhe,') tree
contributing drainage area has been ade.4uately stabilized, remove all rnatoi «als
and any unstable sod and either salvagt., o? dispose of it properly Brine the
disturbed area to proper grade and apprup. oa�ely stabilize all bare areas ar,-Und
the drop inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 rr-.-et
deep at the fence The sediment fence mil be re; -aired as necessary to n-iairrain
a barrier Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing
5 Inspect temporary sediment traps ,' check d-ern , after each period of signior ant
rainfall Remove sediment and restore the trap , o its original dimensions when
the sediment has accumulated to one -hall the cl�,sign depth of the trap P_ Ace
the sediment that is removed fn the disposal area and repl3cc_ thle
contaminated part of the gray.tl facing the structure for damage , om
erosion or piping Periodically check the Jerith of the spillway to ens,ire i' a
minimum of t 5 ft below the iovi point of rh(, er khrinkment Immediately fii, "Aay
settlement of the embankr} en't to sligh!.1y design grade Any 1',"�d ap
displaced from the spillway rrpw= t be rep!- c.c 1 iinmedoately After all r, , .t
producing areas have been pei manently sstaoilized, remove the structure anu, all
unstable sediment Smooth the area 0 l4end with the adjoining areas , kind
stabilize properly
6 No cut or fill slopes shall exc:end a site slop,, n f I vertical to 3 � r, i' ass
otherwise specified on the plan All slopes :,hail bo, seeded and stabilized a ilhin
15 days

1N8/2005 `UE 9-33 FAX [phone]'004 \orris, Kuske, Timstall
f 0
4 005/009
7 All disturbed areas shall )e 0 vuanw
areas will be fertilized, krh�
specifications in the vei,i
cover
8 More stringent measures shell ,u.e(A ;k. erk on ff chose shown t n
are not effective
9 All erosion shall be controlled including side slopes before the project is
completed
10 Remove temporary measurers upon crrnpieticv) of project All pennigr,ent
measures will be well establi ,hod before pEo ect {.: oseout

11/08/2003" TUF 9 33 F" 910 343 9001 Norris, huske, `funstall
p6/009
SF '-TION 020'e 11
SOIL EROSION ANI ; oEDI€ulE3,I7 WION CONTROL
1 GENERAL
1 1 Contractor shall take every t'e -:5,sonable precaution throughout construclion to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, )'her
water impoundments, ground surfaces, or other property as required by State and Local
regulations
12 The Contractor shall install all required silt fences, and construction entrance-k at
the initiation of work, and have these measures reviewed and approved by the local
permit authorrty prior to clearing and graoing operations
1 3 The Contractor shall, within 15 days of suspension or completion of i end
disturbing activities, provide permw lent pi oteuve covering for disturbed ; r, as
Temporary and permanent erosion c--tntrol measures shall be coordinated ',a -i:, .ire
economical, effective, and continuai_ t, erosion a id siltation control throat illo-aI tine
construction and post -construction penod Use the specified seed for both teri porar%, , -nd
permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Fype SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grave or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less thni, 10
percent magnesium oxide
24 Mulch shall be small grain str: w, hair, ,uoocl chips, asphalt emulsion, jive a a : er
suitable material free of undesirable we.-i �d seed
25 Phosphate shall be 20 percent ,,uperphospl i ate or equivalent
26 Seed shall be 20% carpet grat s, 24% Bermuda, 20% turf Fescue, I01'�' Gre t#ting
Red Fescue, and 24% Annual Rye gi ain Bermuda seed shall be hulled for smarm
weather planting and unhulled for cool weather planting Purity of seed shall tt- a
minimum of 98 percent and germination shall be a minimum of 85 percent
27 Sift fence shall consist of NCF)OT Class A fabnc supported by wood or iirt:tsl
posts spaced not more than 6 feet or, f-onler Thu; bottom of the fabiic shall L)e bait. � a
minimum of 6 inches
28 Gravel for check dams shall bts P'57 washed stone

U/08/2005 TEE 9 , 33 FAX [phone] Norris, Kuske, Tunstall 4 007/009
29 Aggregate for construction ent4 i ca shall bs A wash" t4, me
210 Stone rip rap for check dams ,f; erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 General Take every practicable measure during construction or su5penston to
worst to minimize erosion and silUdion Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping soil or sediment mto any wetland or watercOiIrse
322 Maintain an undisturbed vetp� L ,jive buffer where posF-ible betweer, a ri-tural
watercourse and trenching and grading )r)erations
323 Avoid equipment crossings of ,streams, creeks, and diteies where practicabe
324 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise
shown or directed
33 Temporary Physical Barners are required where sedimentation on off site
property or excessive erosion is a prob,',--m
3 3 1 Mulch shall be used for temporary stabilization of areas subject tc ezYc;ev;save
erosion and for protection of seedbeds eaftei planting where required
1 Apply grain straw and hay --it o rate of 75 to 100 pounds per 1000 �cquari- teet
and wood chips at a rate of 1,110 pounds per 1000 square feet Jute ind i mash
should be installed as per in rrifacturer's instruct:ores
2 Asphalt emulsion for slope ,ibilizatton should be applied at a r2tE of 1,000
gallons per acne Asphalt ;,mutsion used for anr.1-oring straw should be
applied at a rate of 150 galloa,is per ton of straw
3 3 2 Silt Fences shall be used at thc- b,4se of slopes to restrict movemenT of sediment
from the site Clean silt fence of acck,mulated sediment after each rain 61 ear :rit or
when it exceeds a depth of 0 5 feet a, ad,,t , natural grade
333 Stone Check Dams, placed al the discharges of creeks, ditches, and s�vales,
shall consist of Class A or Class B ern z-ion control stone at mimmurn two 1 ,ri 33 rd

11/08/2005 TIDE 9.33 RX 910 3+3 9604 Norris Kuske, TuRstall Z008/009
three feet thick across the watercour, t itli a one t;)ot thick 1 e, of cfrave trearn
side Remove sediment d accurnidatc ( , L, depth c,, 10 feet fwll
34 Vegetative Cover Establish .._<,{ , {Maintain permanent „.:�getative )n all
unpaved areas disturbed by the woo,
3 4 1 Preparation of Seedbed Area,-,- to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared (rime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates
Lime 45 pounds per 1000 sc1uaie feet
Phosphorous 20 pounds pet MOO square feet
Fertilizer 17 pounds per 101-DO £mare feet
342 Seeding Disturbed areas shz,11 he seeded with 2 to 3 pounds per 1(,E 10 ,,gUare
feet of the specked seed mixture c, ,*,hall be worked inttj 117e ttp�d its '31,13111r of 114
inch Regrade and seed eroded areaE iodiately
343 Mulch all areas immediately ,i' c , seeding Mulch shall I,)e appplied ar;d anchored
as specified hereinbefore Reapply ,as necessary to retain cover until grass is
established
35 Construction Entrance Providtr5 on aggregate drive, 0 ;ems>t wide by 5V3 iek:t long
by 6 inches thick at each entrance t,: the site used by construciton untio' such
time as the permanent roadway is cor,-�tructed Remove soil if accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and C untractor shall be responsible for maii-taining all
temporary and permanent erosion conl,ol measures Temporary struct€.iren Shall be
maintained until such time as vegetat,on is firmly established in the area rarc,tected by
the structure Permanent streainl.' ai ik protection and gn,sred areal sh-ill be
maintained until completion of the p, -,kr, ;t ;areas 'hat fail to , hory ,i suilablt st,-ind of
grass or which are damaged by Bros€ hall be imriiediately n i�arFod
ENG, OF SECTION

If/08/7005 TUE 9,33 Fkk 910 343 40.1 !orris, Kuske, Tunstalt
&09/009
1 �fl�b
Y
e�
SITE- } '
BEACH, nc-
ATLANTIC
OCEAN
VICINITY MAP NOT TO SCALE

Venetian Bay Project area
Subject: Venetian Bay Project area
From: Paul Bartlett <Paul Bartlett@ncmazl net>
Date: Mon, 14 Nov 2005 10 07 22 -0500
To: pnorrts@nkteng corn
Phil,
Thanks for coming an today I talked with Linda regarding the street paving There
are 2 options Option41 as we discussed- letter documenting City requested paving
in order to develop property Include in Project Area and document before & after
SUA, including how drains We will consider as "redevelopment" with sheet flow to
swales and separate from high density portion of project Option 42- city files as
separate permit application and Street paving is not included in Venetian Bay
application
Paul
1 of 1 11/14/2005 10 07 AM

1/08/2005
�t
rr--
.e
TUF 9.32 FAX [phone] Norris, Kuske, Tunstad
uio _ r 4 N X rn5 .
11�,� Z� WDENR
Xr
North Carolina Depa ent of Environment and Natural
}� Y�27 dinal Drive, Wilmington NC 28405 [phone] A
Request for Express
r _ FILL-IN all information below d CHECK(
or email to Cameron. Wea vlr@ncmaif net alon ith a na
Projects must be submitted by 9 00 A M. of a regrew da
APPLICANT Name John RNHip Noms, Mer
Company Sweetwater investments, LL(
Address 1424 Ash -Little River Road
Phone [phone] Fax
PROJECT Name Venetian Ba
0)
6? /�/� 1/009
' , l
NKT #05121
it Review
41t(S
vrcrin� m of the 1 °r+ofect locgJk4
f -- -
.ounty 'junswick
PROJECT SYSTEM(S) TRIBUTARY TO INTRACOASTAL WATERWAY (STREAM NAME) Lumber .____E4FR BA 1N
ENGINEER/CONSULTANT J Phift Noms P E
Company Noms. Kuske & Tunstall Consulting Engineers, Inc
Address 902 Market Street City/State Wilmington, NC Zip 28401 County Le+r Hanover
Phone [phone] Fax [phone] Lmail pnoms(a)nkten-q coin
State or National Environmental Policy Act (SEPA, NEPA) -, EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls, Stream dame
® STORMWA TER ❑ Low Density ❑ High 1)r,nsity-Detention Pond ; ! Hig`, Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter High Density- I nfiltratioi Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverls ❑ Structures Infor, ration
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
® LAND QUALITY Z Erosion and Sedimentation Control Plan with 35 acres to be disturbed
WETLANDS (401)
Check a!/ that apply
Wetlands on Property Yes [] No [solaced Wetlands on 'rope t� �] yE :�gNo
Wetlands Will Be !m acted ❑ Yes ❑ No Wetland Impacts __ Ac
Wetlands Delineation has been completed ❑ Yes n No ❑ Buffers Impacted Acre(s)
USA COE Approval of Delineation completed ❑ 'tus 0 No
404 Application in process wIUSACOE ❑Yes []No / Permit received from l'SACE ; JYes ❑No
401 Application required []Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit ,application fee, may be k hnrge � for
subsequent reviews due to the insufficiency of the permit applications
For DENR use only - ^�
SUBMITTAL DATES Fee Split for multiple permits
SW
CAMA $
LOS $
401 $ Total Fee Amount $

11/08/2005 RE 9,32 F" 910 343 9604 Norri , 1�u(, , , . L410 nog.
STORMWATER SYSTEM & ER( .;s, ,ov :C, _ NARRATIVE
VENETIAN BAY
BRUNSWICK COUNTY, NORTH CAROLINA
For
' Sweetwater Investments, L C
1424 Asti-Ltttlr Rig s
Ash, NC 2S�srrM
(910) 34r196-,3
November 2005
Prepared by
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail ofce a7nkteng con;
NKT Project No 05 9 21

11/08/2005 TUE 9:32 FAX [phone] Norris, Kuske, Tunslall 4003/009
NARRATIV -
DESCRIPTION
The protect site is a 34 84 acre tract located at Holden Beach, North Carolina
The sods of the site consist of lightly vegetated, sandy topsoil and grades ranging from
0 5% to 5 0% Approximately 35 acres will be graded to allow construction of a
residential subdivision and utility extensions with Laved parking and paved access The
runoff from the site is estimated using the rational method 10-year design storm and
rainfall data for the area Construction is scheduled to begin as soon as all permits and
approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications outline: the requirements for erosion
control measures Silt fencing will be provided "there stormwater would be expecte�,l to
sheet flow from disturbed areas directly to adjacent property Temporary silt basins will
be used for sediment storage during construction A gravel construction entrance will
be constructed at the Kanoy Street entrance Maintenance will be provided by the
grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The protect site is located in Biunswick Cuunty Land disturbing on the :ite aili
exceed one acre, which requires the site to comply wil h the State Regulations The
stormwater runoff from the development will be directed to several underground
infiltration basins
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construs:tioii entrance and silt fence prio, to
beginning any clearing and grading operations Addit,onal silt fence will be Installed
when and if conditions warrant during construction Mice silt basins will be construc,}=:d
immediately after that portion of the site is cleared Disturbed areas will be landsu K,ad
or seeded upon completion

11/08/2005 TUE 9.32 RX 910 343 9604 Norris Kushe, Tunstall 2W4/009
EROSION CONTROL NOTES AND i v I''rENANCE PLAN
Install erosion control measures before 1,eq,t- ling construction or as L- oon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall bur in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
2 Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This will require periodic top drr s,�Ing
with additional No 4 stone Any objectionable materials spilled, washed or
tracked onto public roadways shall be removed irnmediately
3 Install erosion control measures around the drop inlets as shown on the plane to
trap silt during construction Inspect the ai_,,-io- control around the inlets ,per
each rain and make repairs immediately l �'•ri v eve sediment when it becw ies
0 50 deep to provide adequate storage volume tor subsequent rains `JVher, the
contributing drainage area has been ade4ualely stabilized, remove all mateoals
and any unstable soil and eitior salvage-., or dispose of it properly Brine the
disturbed area to proper grade and apprupoaLely stabilize all bare areas wound
the drop inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sedime-it fence mil, be repaired as necessary to mairriain
a barrier Silt fence stakes shall be span d 63 fee[ apart unless a wire backrnjl is
used with 8 foot stake spacing
5 Inspect temporary sediment traps / che; ok naive 3 after each period of signify not
rainfall Remove sediment and restore the trap - o its original dimensions when
the sediment has accumulated to one -hot' the did sign depth of the trap P lI e
the sediment that is removed in the des,gr11fP; disposal area and replaca-e Ine
contaminated part of the gray.A facing the structure for damage ' om
erosion or piping Periodically check the Jv th of the spillway to ens -ire i, l3 a
minimum of 15 ft below the lo►N point of rhr_ (wr-.1)ankment Immediately f F �Iny
settlement of the embankmer�4 to sligh"y b,.vc design grade Any i ipap
displaced from the spillway rrru yr• be roplr c( .1 irr,rnedtately After ali �,edw, i,t-
producing areas have been pet manently >tabilized, remove the structure air, a all
unstable sediment Smooth the area to Mend with the adjoining areas .ind
stabilize properly
6 No out or fill slopes shall excen—ef a side slope fJ I vertical to 3 hoi izo3 <<al r i„,S :,ws
otherwise specified on the plan All slopes shall be seeded and stabilized vviihin
15 days

11/08/2005 TUE 9, 33 M 910 343 9604 \orris, huske, 'Tunstal l
4 005/009
7 All disturbed areas shall be o, 4;,Qivbanw �
areas will be fertilized,
specifications in the ver ;
cover
8 More stringent measures shell ,J"'eu ;c erk on d those shown c. JIB n
are not effective
9 All erosion shall be controlled including side slopes before the project is
completed
10 Remove temporary measures upon completio) of protect All Pen-rwr*nt
measures will be well establi -�hcd before pi us act (: oseout

11/08/2005 TUE 9: 33 Fkk 910 313 9004 Norris, Kuske, Tanstal i
&0voo9
SEC, FION 02021)
SOIL EROSION AM e jEDIMEN7,\TI0N CONTROL
1 GENERAL
1 1 Contractor shall take every l easonable precaution throughout construcfio:i to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, o her
water impoundments, ground surfaces, or other property as required by State and Loral
regulations
12 The Contractor shall install ail required silt fences, and construction entrancy� at
the initiation of work, and have these measures reviewed and approved by thy: 14;cal
permit authority prior to clearing and gradcng operations
13 The Contractor shall, within 15 days of suspension or completion of <-md
disturbing activities, provide permanent piotecuve covering for disturbEd II —as
Temporary and permanent erosion c jn1rol measures shall be coordinated 'n -a,, ure
economical, effective, and conbnua(1 erosion i id siltation control throw ihcr1 the
construction and post -construction pertud Use the specified seed for both temporar, ; tnd
permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grave or equivalent
23 Lime shall be dolomitic agricultural giound [mestone containing not legs th',w 10
percent magnesium oxide
24 Mulch shall be small grain str ��v, half, wood chips, asphalt emulsion, ju a c, .� i,er
suitable material free of undesirable wtii,6 seed
25 Phosphate shall be 20 percenT 5t perphospl late or equivalent
26 Seed shall be 20% carpet grass 24% Bermuda, 20% turf Fescue, 10°/,, (re -q,,ing
Red Fescue, and 24% Annual Rye giain Bermuda seed shall be hulled for v -rim
weather planting and unhulled for cool weather planting Purity of seed � hall b-� a
minimum of 98 percent and germination ;hall be a minimum of 85 percent
27 Silt fence shall consist of NGDOT Class A. fabric supported by wood or i� elial
posts spaced not more than 6 feet on renter The hottom of the fabric shall be bunel, a
minimum of 6 inches
28 Gravel for check dams shall bar # 7 washed stone

fl/08/2005 RE 9:33 FAX [phone] NlornLs, Kuske, Tuustal] 4007/009
29 Aggregate for construction ev't, t, ce shall be- #4 washed _,trkrie
210 Stone rep rap for check dams o J erosion control shall be NCDOT Glass A or B
as shown
3 EXECUTION
31 General Take every practicable measure dunng construction or suspension to
work to minimize erosion and selUdion Measures should include good conztrurtton
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping soil or sedemef'�, ,,nto any wetland or watercourse
322 Maintain an undisturbed vew b five buffer where po.: ibka between a rt,,Iural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all cut, fill and ditch slopes to minimum slope of ; 1, unless otherwise
shown or directed
33 Temporary Physical Barriem ttre required where sedimentation on a f site
property or excessive erosion is a prob,em
3 3 1 Mulch shall be used for tempr,rary stabilization of areas :subject to
erosion and for protection of seedbeds �J er planting where required
1 Apply grain straw and hay ,; o rate of 75 to 100 pounds per 1000 ;iquarp feet
and wood chips at a rate o, 1109 pounds per 1000 square feet Jetty rid iansh
should be installed as per in w1acturer's instructions
2 Asphalt emulsion for slope ,} tbtfuzateon should be applied at a rat: of 1,000
gallons per acre Asphalt r mulseon used for ant-.1 Eonng straw F hould be
applied at a rate of 150 gallons per ton of straw
3 3 2 Silt Fences shall be used at th(- Lase of slopes to restrec: movement of sentment
from the site Clean silt fence of acr,a nulated sediment after each ratnP,4',1 ev,-"11 or
when it exceeds a depth of 0 5 feet al`,r„ e.` natural grade
333 Stone Check Dams, placed ay the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B er•)-:,ion control stone at minosriurn two Foy -1 ! ,ch and

11/08/2005 TUE 9. 33 RX 910 313 9604 Norris, Kuske, Tunstal l
2008/009
three feet thick across the watercour: { 4h a one f,,7ot thick I ?'e of gfav s,c�rearn
side Remove sediment rf accumulat: , , n depth of 1 0 feet G ° - ,j ,`re,im f1a'
34 Vegetative Cover Establish maintain permanent .<-getative ')n all
unpaved areas disturbed by the work
3 4 1 Preparation of Seedbed Arc-% , to be seeded shall be scanfied to a depth of 4
inches and until a firm, well pulvenzed, uniform seedbed Is prepared Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds pes €€100 square feet
Fertilizer 17 pounds per 1001, -square feet
34.2 Seeding Disturbed areas shLili he seeded wwdh 2 to 3 pounds per 11 �' 10 ,,quare
feet of the specified seed mixture c f shall be worked Inio 11 +e bYJ to Dill of 114
inch Regrade and seed eroded areas f icd;ately
343 Mulch all areas immediately , 31 + seeding Mulch shall be applied and am'hored
as specfied herembefore Reapply as necessary to retain cover untry grass is
established
35 Construction Entrance Provide an aggregate drive, 24(z '. r f wide by 50 :eot long
by 6 inches thick at each entrance '&:� the site used by consirur ion vehiclas, unNI such
time as the permanent roadway Is cora _ kructed Remove sod It accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and ( ontractor shell be responsible: for mat;itaining all
temporary and permanent erosion t clit�ol measures Temporary structs,rr." Shall be
maintained until such time as vegetation Is firmly established in the area pf rntected by
the structure Permanent streaml, 3 sly protection and gr jc;, r;c l arew,, shall be
maintained until completion of the p : ,f- ;t ,Areas hat fail to , how .3 suitah€o� sr, Ind of
grass or which are damaged by erosi,� , � Fall be Immediately Id na��cd
E:NG OF SECTION

1-118/2005 TGE 9,33, M 910 o"1" 9604 ' orris, Kuske, Tanstall �009/009
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OCEAN
VICINITY MAP NOT TO SCALE
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