42-05 MM 06/2007 Tidal Ventures, LLC

Permit Class Permit Number
:Modification/Major(Express Permit) 42-05
STATE OF NORTH CAROLINA
Department of Environment and Natural Resourc A
and
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Coastal Resources Commission
ikrmtt
for Morehead Git-.
X Major Development in an Area of Environmental Concern
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pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
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Issued to Tidal Ventures, LLC c/o Sammy Varnum, 1574 Monster Buck Estates, Supply, NC 28462.
Authorizing development in Brunswick County, adjacent to an unnamed canal & Jink's Creek, at the eastern end of Riverside f
Drive, as requested in the permittee's application dated 5/08/07, including the attached drawings (5), sheet Cl revised 5/24/07,
C2 revised 5/10/07 C3 &C4 revised 5/03/07 and C7 dated 4/11/07 as well as the Ocean Hazard AEC Hazard Notice dated 5/10/07.
3
This permit, issued on June 27, 2007 is subject to compliance with the application (where consistent with the
permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be
subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated
with establishment of the Riverside Drive subdivision, to include the construction of an access road,
associated grading, utilities and stormwater system installation and boardwalk, all as expressly and
specifically set forth in the permit application and depicted on the attached workplan drawings. Any
additional land disturbing activities and/or construction, including but not limited to single family home
f construction, shall be evaluated on a case-by-case basis by a representative of the Division of Coastal
Management (DCM) to determine additional permit requirements. Contact a representative of the
Division at [phone] prior to the commencement of any such activity for this determination.
(See Attached Sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the #.
other qualified persons within twenty(20) days of the issuing Chairman of the Coastal Resources Commission. :s
date. An appeal requires resolution prior to work initiation or {
continuance as the case may be. :S
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This permit must be accessible on-site to Department 1
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered es H. rtqei
gson, etor
hereunder requires further Division approval. lsion of Coa agement
All work must cease when the permit expires on 4
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This permit and its conditions are hereby accepted.
5.
December 31, 2010
In issuing this permit, the State of North Carolina agrees a
that your project is consistent with the North Carolina Coastal Signature of Permittee i.
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Management Program.
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Tidal Ventures, LLC Permit# 42-05 f
Riverside Drive Page 2 of 3
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ADDITIONAL CONDITIONS
Stormwater Management y
2) The Division of Water Quality's approval of this project under stormw•ater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW8040740,
which was issued on 5/16/07. Any violation of the permit approved by the DWQ shall be considered a
violation of this CAMA permit.
Sedimentation and Erosion Control
3) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
4) Appropriate sedimentation and erosion control devices, measures or structures (e.g. silt fence, diversion
swales or berms, etc.) shall be implemented to ensure that eroded materials do not enter adjacent
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wetlands, watercourses and/or properties.
NOTE: The permittee has received a Sedimentation and Erosion Control Plan for the Riverside Drive
Subdivision from the NC Division of Land Resources (Project No. Bruns-2005-160). Should the
permittee choose to modify/amend the existing permit,he or she should contact the Department
t of Environment and Natural Resources; Land Quality Section, at 127 Cardinal Drive Extension,
Wilmington, NC 28405.
Boardwalk
5) Any portion of the permitted boardwalk built over Coastal Wetlands shall not exceed six feet in width
and shall be elevated a minimum of three feet over the wetland substrate as measured from the bottom of
the decking.
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6) This permit does not authorize the excavation or filling of any wetlands or open water areas, even
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7) The permittee shall contact the Department of Transportation to determine if permits are required for t
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driveway connections or encroachments to N. Shore Drive or Riverside Drive.
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8) If a court of competent jurisdiction determines that a party other than the permittee has legal title to any
part of the area approved for development under this permit, this pen-nit shall be null and void as to the
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area the court determines is not owned by the permittee. This condition shall take effect on the date
such court judgment becomes final. In such event, the permittee shall consult DCM prior to initiating or
t continuing any further development under this permit.
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Tidal Ventures, LLC Permit# 42-05
Riverside Drive Page 3 of 3
ADDITIONAL CONDITIONS
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9) In accordance with T15A:07H.0306(l). the authorized structures within the Ocean Hazard AEC shall be
relocated or dismantled when thev become imminently threatened by changes in shoreline configuration. `.
The structures shall be relocated or dismantled within two years of the time when it becomes imminently
threatened, and in any case upon their collapse or subsidence. However, if natural shoreline recovery or
beach renourishment takes place within two years of the time the structures become imminently
threatened, so that the structures are no longer imminently threatened, then they need not be relocated or
dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of
temporary protective measures allowed under Rule T15A:07H.0308(a)(2).
10) This Major Modification shall be attached to the original of Permit No. 42-05, which was issued on
3/31/05, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
11) All conditions and stipulations of the active permit remain in force under this major modification unless
specifically altered herein. `
NOTE: All construction shall comply with the NC Building Code and all other Federal, State, and Local
regulations, including the local flood damage prevention ordinance as required by the National
Flood Insurance Program. The applicant should be aware of the requirement for CAMA Minor 3
Permits from the Town of Sunset Beach, for subsequent development of individual lots within
the 75' Estuarine Shoreline AEC. To obtain any minor permits please contact the Town of Sunset s
Beach, at 220 Shoreline Drive West, Sunset Beach, NC 28459.
NOTE: This permit does not eliminate the need to obtain an additional state federal or local permits,
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approvals or authorizations that may be required.
NOTE: This permit does not convey any rights or privileges, either in real estate or material.
NOTE: The permittee is advised that any development or land disturbing activity that is considered non-
water dependent is not authorized within 30 feet of the normal high water level unless
specifically exempted by Coastal Resource Commission (CRC) regulations in place at the time
of such development.
NOTE: The building code or flood damage prevention ordinance may impose additional more restrictive
requirements than the Division's standards for development in Areas of Environmental Concern y
(AECs). }
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tidal Ventures, LLC c/o Sammy Varnum for Riverside Drive
2. LOCATION OF PROJECT SITE:Riverside Drive,adjacent to an unnamed canal and Jinks Creek,in Sunset Beach,
Brunswick Co.
Photo Index-2000: 1-5,J,K, L 8-19 1995: 1-5,K,L 12-23 1989: 4-193-8 K,L 8-19
State Plane Coordinates-X: 2150716 Y: 45133 Rover File: S-020117A
Lat: 33°52'22.619" Long: 78030'12.869"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—02/01/05 and 7/17/06
Was Applicant Present-No
5. PROCESSING PROCEDURE:Application Received—Completed 5/17/07
Office-Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan-Town of Sunset Beach
Land Classification From LUP-Developed/Vacant
(B) AEC(s)Involved: ES,OH-AEC
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing-None
Planned -Individual Septic Systems eventually converting to SS
(F) Type of Structures: Existing-Bulkhead
Planned-Road expansion,utilities,stormwater infiltration system
and boardwalk
(G) Estimated Rate of Erosion:NIA
Source-N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A)Vegetated Wetlands 1,380 sq. ft.
Coastal (shaded)
(B)Non-Vegetated Wetlands
(C)Other Graded 10.0 Acres
Highground--(road construction and lot (435,600 sq.ft.)
Preparation)
(D) Total Area Disturbed: 436,980 sq. ft.or 10.03 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open:Man-made canal(no)Jinks Creek(yes)
8. PROJECT SUMMARY: The applicant is proposing to expand the access road, install utilities and constrict a
stormwater infiltration system along Riverside Drive. Additionally,the application proposes to construct a 6' x 230'
boardwalk to access a hummock on the northern side of the peninsula.

Tidal Ventures,LLC
Page Two
9. PROJECT DESCRIPTION
Please refer to the Field Investigation Report(FIR)for Tidal Ventures,LLC C/o Sammy Vamum,prepared by Jason Dail and
circulated on 2/07/05.
CAMA Major permit#42-05 was issued to Tidal,Ventures,LLC,authorizing the construction/installation of an access road,
bulkhead and utilities.Following pen-nit issuance, the permittee constructed the approved bulkhead,however no subsequent
development has taken place.
The waters of Jinks Creek are classified as SA HQW by the North Carolina Division of Water Quality and are open to the
harvest of shellfish. The man-made canal on the south side of the property is closed to shellfishing.The project site is located
within the Ocean Hazard Area(as designated by the North Carolina Coastal Resources Commission)based on the most recent
FEMA Flood Insurance Rate Maps(FIRM).
PROPOSED PROJECT;
The permittee is proposing to expand the access road, install utilities and construct a stormwater infiltration system.
Additionally, the application proposes to construct a 6'x 230' boardwalk to access a hummock on the northern side of the
peninsula.
As stated in the previously circulated field investigation report,the permittee proposes to develop the property into a 68-lot
residential subdivision.Development would include the initial grading and filling of approximately 10 acres to allow for
proper drainage,road construction and utilities installation.
Beginning at the entrance to the property(Riverside Drive),the applicant proposes to construct a marl road spanning
approximately 3,750 feet to the east, terminating along the western side of lot 94.The modification request includes the
expansion of the permitted road from approximately 12 feet to 16 feet in width with a 25 to 40-foot right-of-way(width
varies due to road contour).Additionally,a stormwater infiltration system(trench system)would be installed along the
southern side of Riverside Drive,within the right-of-way.The trench would average 13 feet in width and span nearly the
entire road length. Overflow catch basins would be installed south of the infiltration trench and discharge overflow through
vegetated swales.The proposed swales(10' wide x various lengths greater than 75')would be located between every other
lot and would drain to the south towards the man-made canal. Lastly, the permittee is requesting approval to construct a 6'
x 230' boardwalk to access a nearby hummock located on the northern side of the peninsula.According to the deed
documentation and the Brunswick County tax office,the hummock is located within the permittee's property boundary.
The walkway would originate along the bulkheaded shoreline,north of Lot 46,and span approximately 230' feet to the
north across mixed coastal wetland vegetation.The walkway would terminate on high ground located on the southern side
of the hummock. Property owners would be able to access the backwaters of the sound from the hummock.
The applicant has indicated that individual septic systems would be installed to collect wastewater.The systems,including
the drain fields,would be located in what is listed on the drawings as the"common areas".According to the applicant,the
wastewater collection systems have been authorized by Brunswick County.Municipal water would be provided by Sunset
Beach.
According to the Division of Water Quality, the applicant has submitted,but has not yet obtained a High-den sity
stormwater permit for the proposed development. Currently,a low-density permit is active and the project is covered under
DWQ Stormwater Permit SW8040740,issued 2/10/05.Additionally, the applicant has received an approved Sedimentation
and Erosion Control Plan from the Division of Land Resources(Bruns-2005-160), issued on 11/30/04.

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Tidal Ventures,LLC
Page Three
10. ANTICIPATED IMPACTS:
The initial grading of the property,including road construction,utilities and stormwater system installation,board%valk/access
' pier construction,would result in the disturbance of approximately 10.0 acres ofhighground and roughly 1,380sq.ft.ofcoastal
wetlands(shaded only),The proposed roadway extension would result in the creation of approximately 57,946 square feet of
impervious surface. Several sections of the road would be located within the 75'Estuarine Shoreline AEC,beginning at lot 76
and running east towards lot 94.Subsequent individual lot development would create additional impervious surface area and
would require individual lot owners to obtain CAMA Minor Development Permits from the Town of Sunset Beach,if located
within a CAMA AEC.
Submitted by: Jason Dail Date: May 18,2007 Office: Wilmington

Recommendations for State Permit—Tidal Ventures, LLC C/o Sammy Varnum
It is recommended that a permit be issued subject to the following conditions:
• In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
• All structures shall be located landward of the 30' Coastal Shoreline Buffer.
• All construction shall comply with building requirements of the N.C. Building Code, and the local flood
damage prevention ordinance as required by the National Flood Insurance Program. If any provision of
the building code or a flood damage prevention ordinance is inconsistent with any AEC standards,the
more restrictive provision shall apply.
• Appropriate sedimentation and erosion control devices,measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands,watercourses and property(e.g. silt fence,
diversion swales or berms, sand fence, etc.).
• A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30
calendar days of completion of any phase of grading on cut or filled slopes.
• Permit shall be conditioned to include gravel removal following permit issuance.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local
permits, approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this
permit. Contact a representative of the Division at(910) 796-7215 prior to the commencement of any
such activity for this determination.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the
Division prior to project initiation.

APPLICATION for 7�
Major Development Permit $`
(last nsvlsed 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
N/A Riverside Drive (C Ig I V_
Applicant 1: First Name MI Last Name MAY 1 20a7
Tidal Ventures,LLC N/A N/A
Applicant 2: First Name MI Last Name DIVISION OF
Samuel N/A Varnam COASTAL MANAGEMENT
If additional applicants,please attach an additional pages)with names listed.
Mailing Address PO Box city State
1574 Monster Buck Estates N/A Supply NC
ZIP Country Phone No. FAX No.
28462 Brunswick County,USA 910-443-4245 ext.N/A N/A-
Street Address(if different from above) City State ZIP
N/A N/A N/A N/A-
Email
N/A
2, Agent/Contractor information
Business Name
Bowman Design& Engineering Servcies,Pa
Agentl Contractor 1: First Name MI Last Name
Elizabeth M Nelson, PE
Agent/Contractor 2: First Name MI Last Name
N/A N/A NIA
Mailing Address PO Box City State
N/A 748 Shaliotte NC
ZIP Phone No.1 Phone No. 2
28459 910—755-6526 ext. N/A— ext.
FAX No. Contractor k
910 755-6527 N/A
Street Address(if different from above) City State ZIP
143 Holden Beach Road,Suite 3 Shallotte NC 28470-
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project,Location
County(can be multiple) Street Address State Rd.if
Brunswick Riverside Drive N/A
Subdivision Name City State Zip
Riverside Drive Sunset Beach NC 28468-
Phone No. Lot No.(s) (rf many,attach additional page with list)
N/A- - ext. 27-94, 1 ,
a. in which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lumber Jinks Creek
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
®Yes []No work falls within.
Sunset Beach
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
8,088 ft 1,684,628 SF
C. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
see attached,
NWL(normal water level)
(it many lot sizes,please attach additional page with a list) 0.6 ®NHW or❑NWL
e. Vegetation on tract
Coastal marsh, residential grass
f. Man-made features and uses now on tract
Dirt road,bulkhead
MAY 14 2007 DU
g. Identify and describe the existing land uses adiacent to the proposed project site. COASTAL. MANAGEMENT
Vacant residential area
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
BR2-Beach Residential (Attach zoning compliance certificate,if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes SNo
k. Hasa professional archaeological assessment been done for the tract? If yes,attach a copy. []Yes SNo ❑NA
If yes,by whom? N/A
t. Is the proposed project located in a National Registered Historic District or does it involve a []Yes SNo ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4) , APPLICATION for
! Major Development Permit
MAY 14 2007
m, (i) Are there wetlands on the site? DIVISION OF ❑Yes S No
(ii)Are there coastal wetlands on the site? COASTAL MANAGEMENT ®Yes ❑No
(III)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
None existing. County approved individual,on-site wastewater systems will be used for future homes until County sewer is
available.
o. Describe existing drinking water supply source.
Water will be provided by the Town of Sunset Beach
p. Describe existing storm water management or treatment systems.
Surface runoff from all impervious areas will be directed to a trench system for treatment as approved by State Stormwater
permit(permit pending)
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
A 68 lot residential subdivision
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Standard construction will be used
d. List all development activities you propose.
Construction of an access road and associated grading,installation of waterline,septic system then eventually sewer when
available,installtion of stormwater trench system,and elevated walkway to hummock to serve residential subdivision.
Bulkhead previously constructed based on original permit.
e. Are the proposed activities maintenance of an existing project,new work,or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 10 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area []Yes SNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff from all impevious areas will be directed to a trench system for treatment as approved by a State Stormwater
permit. The overflow from this system will discharge to waters of the State via a vegetative swale.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes SNo ❑NA
If yes,will this discharged water be of the same salinity as the receiving water? []Yes ❑No SNA
j. Is there any mitigation proposed? ❑Yes []No SNA
If yes,attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form,(MP-1)the following items below,if applicable,must be submitted In order for the application
package to be complete. Items(a)—(0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps,plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)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,
Name Albert Webster Beck Phone No.
Address 51 O'Donald Road,Ashville,INC 28806
Name Coastal Cottages Phone No.
Address P.O.Box 7270,South Brunswick,NC 28470
Name Phone No.
.Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers,permittee,and Issuing dates.
Sedimentation and Erosion Control,Bruns-2005-160,11/30/04 Stormwater Low Density,SW8 040740,02/10/05
CRC Permit for Major Development,42.05,03/31/05
h. Signed consultant or agent authorization form,If applicable.
I. Wetland delineation,if necessary.
j. A signed AEI:hazard notice for projects In oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S.113A 1-10),If necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
1 understand that any permit Issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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 permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date s DSO Print Name �/2ct 1 M ltel_rc�v �G
Signature -----
Please indicate application attachments pertaining to your proposed project. D ECEIVE
❑DCM MP-2 Excavation and Fill Information 00CM MP-5 Bridges and Culvert
®DCM MP-3 Upland Development MAY 14 2002
❑DCM MP-4 Structures Information
DIVISION OF
COASTAL MANAGEMENT

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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I Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
s Application that relate to this proposed project. Please include all supplemental information,
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GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. 68(lots 27-94)
Construction of access road,elevated walkway(6'x 230)
to hummocks, waterline,septic systems then sewerline »J
when available,stormwater trench systems to serve 68
residential lots. Bulkhead previously installed per existing MAY 1007
permit.
SION OF
COASTAL� ,MANAGEMENT
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre), ditches,etc.
68 units,1.76 units/acre Approximately 10 acres of disturbance
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl;paver stone,asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Marl surface
activity begins.
(i) If applicable,has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No ❑NA
(ii)If yes,list the date submitted: Letter of approval, 11/30/04
g, Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement,building,rooftops,or to be used for vehicular driveways (1) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
9.2% ®Yes ❑No ❑NA
i. Give the percentage#of the entire tract to be covered by impervious (ii)If yes,list the date submitted: SW8 040730 approved
and/or built-upon surfaces,such as pavement,building,rooftops, 02/10/05. Modifcation pending.
or to be used for vehicular driveways or parking.
3.4%
J. Describe proposed method of sewage disposal. k. Have the facilities described In Item(1)received state or local
On-site septic system as approved by the Brunswick approval?
County Health Department until County sewer is ®Yes ❑No ❑NA
available If yes,attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g.,surface runoff,sanitary wastewater,industriall design?
commercial effluent,"wash down"and residential discharges). ®Yes []No ❑NA
Surface runoff from all impervious areas will be directed to If yes,attach appropriate documentation.
a trench system as approved by State stormwater
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m. Describe proposed drinking water supply source(e.g.,well, n. (i) Will water be impounded? ❑Yes ®No ONA
community,public system,etc.) (ii)If yes,how many acres? N/A
Public water from Town of Sunset Beach
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i
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o. When was the lot(s)platted and recorded? p. If proposed development Is a subdivision,will additional utilities be
September 1976, Map Cabinet H,Page 358 installed for this upland development?
®Yes []No ❑NA
05/08/07
Date
Riverside Drive
Project Name .
Elizabeth M.Nelson,Agent for Tidal Ventures, LLC
Applicant Name
Appf t Signature
9 C R �V 9
MAY 14 2007
DIVISION OF
COASTAL MANAGEMENT
Z5�•EI:;t�»xtti3tt:: -;,�ti's�•A4b'`;{iA37'::yryu.XT.riCS.,r_. ;,t 3I4;E S.�i+arrrEr:f4 >;:�: r�eui:,�g, 1�.`.�tb:rsF

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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. Please include all supplemental information.
!
I. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
❑Commercial ❑PublictGovernment ®Private/Community ❑Yes RNo
i
s
i
C. (i)Dock(s)and/or piers) d. (i)Are Finger Piers included? ❑Yes RNo
(ii)Number 1 If yes:
(iii)Length 230' (it)Number N/A
(iv)Width 6' (iii)Length N/A
(v)Floating ❑Yes RNo (iv)Width N/A
(v)Floating ❑Yes ❑No
e. (i) Are Platforms included? ❑Yes RNo f. (i) Are Boatlifts included? ❑Yes RNo
If yes: If yes:
(ii)Number N/A (ii)Number N/A
(iii)Length N/A (iii)Length N/A
(iv)Width N/A (iv)Width NIA
(v)Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (1)Number of slips proposed h. Check all the types of services to be provided.
0 ❑Full service,including travel lift and/or rail,repair or
(ii)Number of slips existing maintenance service
0 ❑Dockage,fuel,and marine supplies
❑Dockage("wet slips")only,number of slips: N/A
❑Dry storage;number of boats: N/A
❑Boat ramp(s);number of boat ramps: N/A
R Other,please describe:
ACCESS PIER TO HUMMOCK FOR WATER USE
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
❑Land cut and access channel charter boats,sail boats,mixed types).
❑Open water;dredging for basin and/or channel N/A
❑Open water;no dredging required
❑Other;please describe: 1211VE
N/A
MAY 16 2001
k. Typical boat length: N/A I. (i)Will the facility bP pj t�tff nlj GEMENT
❑Yes RNo,—,
m. (i)Will the facility have tie pilings?
❑Yes ONo
(ii)If yes number of tie pilings?
N/A
r'.43,1!!!''llt,.YiL :-2 C•06

Fc3f'm IDIC'M W- (Structu.rk s, Paig() 2 of 4*p
12. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑Office Toilets
[]Toilets for patrons;Number:N/A; Location: N/A
❑Showers
❑Boatholding tank pumpout;Give type and location:N/A
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste,fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e.. (I)Give the location and number of"No Sewage Discharge"signs proposed.
N/A
(ii)Give the location and number of"Pumpout Available"signs proposed.
N/A
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
NA/
h. Give the number of channel markers and"No Wake"signs proposed. N/A
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live-aboard dockage?
N/A
k. Describe design measures that promote boat basin flushing?
N/A
1. If this project is an expansion of an existing marina,what types of services are currently provided?
N/A 1q, PAY 16
Z-Z V -4
DIV"DOASTAL(MANAGEMENT
.Z:J. •i�S�t3 r«?e(�''� � .''.}+'ra :z4i',ia,A i :', L3.f'.r"J.il.ti<, �l S•'Z i'i3 x"47"i;_.ijt;?914':k.i(^P ?.�..y.'4:t7: }.:,;: ':Fr1.i

Z fi,/`xr, OCIA NIP-' (xtt'.;k.tiarrr; PagL 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh(CW),submerged aquatic vegetation(SAV),shell bottom
(SB),or other wetlands(WL)? if any boxes are checked,provide the number of square feet affected.
❑CW N/A ❑SAV NIA ❑SB N/
❑WL NIA []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
N/A
3. BOATHOUSE(including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii)Number N/A
(iii)Length N/A
(iv)Width N/A
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., mod, sheefpile,etc. if a rock groin,use MP-Z Excavation and Fill.) 0This section not applicable
a. (i) Number NIA
(ii)Length NIA _
(iii)Width N/A
15. BREAKWATER(e.g., wood,sheefpile, etc.) 0This section not applicable
a• Length N/A b. Average distance from NHW,NWL,or wetlands
N/A
c. Maximum distance beyond NHW,NWL or wetlands
N/A
6. MOORING PILINGS and BUOYS 0This section not applicable
a. Is the structure(s): b- Number N/A
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline N/A d. Description of buoy(color,inscription,size,anchor, etc.)
Note: This should be measured from marsh edge,it present. N/A
"St I
e. Arc of the swing
DIVISION OF
'�ncr°1 MANAGEMENT
s
s

�7tii°.: "?i;;�' 'rlf°••+i,5t;u<3t:ra.� `=;:s :-> ,.
a. Proximity of structure(s)to adiac Brit riparian property dries b. Prcrindy of structures)to adjacent docking facllities.
1,050 FT N/A
Note.for buoy or mooring pr7ing,use arc o/swing ruc/tdkty fengM
of vosset.
c. Width of water body d. Water depth at waterward end of structure at NLW or N4L
MA RIA
e. (i)Will navigational aids be required as a result of the protect?
❑Yes ❑No ®NA
(li)If yes,explain what type and how they will be implemented.
NIA
8.OTHERt�cflon not ePPk"W
a. Give complete description:
WA
08l08/07
Data
Riverside Drive
Project Name — ----
Elizabeth M.Nelson,PE,Agent for Tidal Ventures,LLC
Applicant Name
Applkryi Signature
..I ECEIVE
mol.Y 16 2007
DIVISION OF
;0ASTAL MANAGEMENT

Z /nVacoas[dt Watenrey-�� �. lnVacoastyf Waterway
41
n
r... ♦.. h'' 2.0 - 2 0• 20
.�-•Mra� §" rfy. O:EMI --
t� 20 x4owt.Er(d.osfnj WLET" '20
LrTTLE RfVER INLET• �"' "� r
1N3W3 VNVW IVISVOO
h
"-t„°Cea :30 NOISIAIG
.yY { [�j Seale of Fee
0^ t
F 4 R AY �� 2.500 5,000
s Scale 1:25,000 0 o s os t
i Ka a e"a. Style of Mies
Sunset Beach a
Lon_-a-Term Average Annual Shoreline Change Study & Setback Factors
Updated Through 1"S
REGIONAL ffl,=A P How to read Setback Factors
North Carolina 2:0 —► "2.0"Indicates a 1998 setback(Erosion) Factor of 2.0 Feet/Year
Division of Coastal Management
DUKIN: l
` ( Legend
This rmdp is for general information Doty,The map illustrates 1998 L avers
rates of shoreline change over a o^g-�^ 9a artnuat shoreNne change rate
pprozimatdy 5g years. developed M;
-�� The information presented here rs not predlcave nor does it 1998 Setback Factor
Few the short-term erosion that occws during storms.This NC state University's Kansan Natwal Haiards Inlet Hazard Area (Spot rora. —p—ncy)
y/ map may not be suiaWe far Property spec he determination of Mapping Program and North Carolina C vision a Coastal 2.0 Ft.!Yr. a.rrae SL+DEN . 17 erosion rate factors due to its:malt sae.For a sih,.pecitic Man riement Inlet Hazard Area Boundary
4at h1 ion contact yaw CAA Local Parma Office m r or e S z,"„•". 2.5-3.0 Ft./Yr. -•--••- Setback Factor Boundary
em+Tonal fieM office of use NorM caroling Oiviskrn of coastal .a
74 Management. For more information eonbct: --Roads
'NtIM ANavea 3.5-4.0 Ft./Yr. "
OOL°MM's NC Omisfon of coastal Management. This general area has been
f�� '� 4.5-5-0 Ft.!Yr. N
i +7 Aye� Fa wn g ao mis p;K:.,s p oriel w by-- 1638 Mail service Center influenced by beach nourishment
Natanal Oceanic and Atmospheric Admifastrahon.Feoerai Raleo.NC 27690-1638 5.5-6.0 Ft-/Yr. either for beach protection or k
.. ..
Emergency Management Agency,aM Phr1n Carolina [phone] * €
OWLsbn of Emergency Management 6.5-7-0 Ft.i Yr, dredge dispose(. This action
0r ws4: artificially lowers the erosion
—o— 7.5-8.0 Ft.!Yr. rate in this area.
Lr � nww.n000ashalmaragemant.not 8
.State 12.00D,000 C.-:ewr..evy+r >8.0 Ft,/Yr. S
Page 1 of 60

PROJECT NARRATIVE
for
Riverside Drive
Sunset Beach,Brunswick County,NC
Tidal Ventures is proposing to develop property located on the east end of Sunset Beach as a 68 lot
residential subdivision. The property consists of 38-acres upland of mean high water with 10-acres of
that landward of coastal vegetation. The property is currently an undeveloped beach tract, consisting
mostly of beach vegetation. There is an existing dirt road and a bulkhead that was permitted under the
Coastal Resource Commission Permit for Major Development,42-05,on March 31,2005. The proposed
development includes the construction of a marl road, installation of waterline, and a stormwater trench
system to serve the residential lots. The water will be provided by the Town of Sunset Beach. Individual
on-site septic systems approved by the Brunswick County Health department will be utilized until such
time that County sewer is available,at which time a sewerline will be installed.
There is an existing Stormwater Permit (SW8 040740) that was issued for this property February 10,
2005. The permit was approved assuming that the property will be less than twenty-five (25) percent
impervious and the stormwater from these impervious areas will sheet flow off the property. The
developer proposed to modify the existing SW permit to a high density permit. The stormwater will be
directed to an infiltration system designed to collect the first 1%z"of rain.
Tidal Ventures already has an Erosion Control Permit,dated November 30,2004(Bruns-2005-160).
lNaW'30dNdW �d1SdO�
Coax a I yaw
q?6�
Q

Agent Authorization
I, Mr. Sammy Varnam, Owner, Tidal Ventures, LLC, authorize Bowman Design and
Engineering Service, PA of Shallotte, North Carolina to act as agent to obtain a Major
CAMA rmit and any other State or Local Permits for Riverside Drive.
1l� SIGNATURE �1
/yYl..�iN?0�/1 Qij?4 14�d
TITLE
_ 8^ p 7 MAY 1 4 2M7
DATE COAS SION OF
ALDIV'MANAGEMENT
I, S a Notary Public for the County of
the State of North Carolina, hereby certify that
&_V-)Ng V,& appeared personally before me this day and being duly
sworn acknowledge that the above statement was executed by him
Witness by hand and notary seal,this day of ,2007.
SIGNA VICKI MEYERS
NOTARY PUBLIC
BRUNSWICK COUNTY NC
t r My Commission Expires 11-14-2010
My Commission Expires: (l I l'�Ir Z401 D

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Tidal Ventures, LLC c/o Sammy Varnum for Riverside Drive COUNTY: Brunswick
LOCATION OF PROJECT: Riverside Drive,adjacent to an unnamed canal and Jinks Creek,in Sunset Beach.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 5/17/07 �
FIELD RECOMMENDATION: Attached: Yes To Be Forwarde
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarde ;1, AY 2 2 ZOOI
FIELD REPRESENTATIVE: Jason Da' DISTRICT OFFICE: Wilmington
DISTRICT MANAGER REVIEW: Morehead My DCm
B) DATE RECEIVED BY MAJOR P ITS UNIT: FEE RECD: $2,000.00
PUBLIC NOTICE REC'D: 5/21/07 END OF NOTICE DATE: 6/11/07
ADJ.RIP.PROP NOTICES RECD: DEED RECD:
APPLICATION ASSIGNED TO: 'DO. I ON: 5-/ ZS
C) 75 DAY DEADLINE: 1 () 6�4p 150 DAY DEADLINE:
MAIL OUT DATE: 5/17/07 STATE DUE DATE: 6/11/07
FEDERAL DUE DATE: FED COMMENTS RECD:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY DATE OBJECTION NOTES
COMMENTS S:
RETURNED YES NO
Coastal Management-Regional Representative
Coastal Management-LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management(DWQ)
State Property Office
Division of Archives&History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Local Permit Office
Division of Marine Fisheries
Corps of Engineers

BOWMAN DESIGN
& ENGINEERING
SERVICES, PA
143 Holden Beach Road,Suite 3,PO Box 748,Shallotte,North Carolina 28459
Phone:[phone] Fax:[phone]
May 11, 2007
Mr.Jason Dail
Division of Coastal Management
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington,North Carolina 28405-3845
Subject: Riverside Drive
Tidal Ventures,LLC
Brunswick County
Major CAMA Permit Application Modification- Express Submittal
Dear Mr.Dail:
Enclosed is a submittal package for the modification of proposed development for Riverside Drive
located on Riverside Drive in Sunset Beach,Brunswick County.
The enclosed submittal package includes the following:
1. A completed and executed Application for Major Development (Form DCM MP-1), with
attachment Riverside Drive Lot Areas.
2. A completed and executed Upland Development application(Form DCM-MP-3).
3. A Project Narrative
4. Notarized statement from Tidal Ventures,LLC authorizing Bowman Design&Engineering
Services,PA to act as agent.
5. A copy of the letter notifying the adjacent riparian property owner of the proposed
development,a copy of the receipts verifying that the letters have been sent. The green card
from Mr.Beck is enclosed and the green card from Coastal Cottages will be forwarded upon
receipt.
6. An executed AEC Hazard Notice.
7. Two sets of design plans,sheets 1-4 on 11" by 17" sheets.
8. Two complete set of design plans,sheets 1-4 on 24" x 36" sheets.
The deed for property and the wetland delineation approved by the US Army Corps of engineers
were provided to the Division of Coastal Management upon initial permitting.
Sincerely,
2� EIV B
6-Lbeth M.Nelson,PE Mp,Y 1 �Z��
Enclosures
ow1SlON OF
Copy: File:0324 (Riverside Drive) COASTAL MANAGEMENT

BOWMAN DESIGN
& ENGINEERING
SERVICES , PA
143 Holden Beach Road,Suite 3,PO Box 748,Shallotte,North Carolina 28459
Phone:[phone] Fax:[phone]
Certified Mail Return Receipt Requested
May 2,2007
Coastal Cottages
P.O.Box 7270
South Brunswick,NC 28470
Re: Tidal Ventures,LLC
CAMA Major Permit Modification Request
Riverside Drive,Sunset Beach
Dear Coastal Cottages:
Tidal Ventures, LLC has retained our firm to apply for a permit modification with the North
Carolina Division of Coastal Management to develop property located on Riverside Drive in Sunset
Beach, North Carolina. The Division of Coastal Management (DCM) requires that all adjacent
riparian landowners be notified of this permit request.
Enclosed is a copy of a permit application for the proposed project, and drawings showing the
proposed development. If you have any questions regarding the enclosed information, please
contact our office. Any comments regarding the proposed project should be directed to Jason Dail
with the DCM at the address shown below. The DCM allows 30 days from the certified receipt of
the enclosed package to allow the adjacent landowner to submit comments on the proposed
development. If the DCM has not received any comments within 30 days, this will be interpreted
that there are no objections to the proposed development.
Jason Dail
NCDENR
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington,NC 28405
[phone]
Sincerely,
Lleth M.Nelson,PE
Enclosures: Design Plans,Cover,Cl-C4,C
Application Forms E C
Copy: Jason Dail,NCDENR- DCM D
File 0324 (Riverside Drive) MAY 14 2007
DIVISION OF
COASTAL MANAGEMENT

7 BOWMAN DESIGN
& ENGINEERING
SERVICES, PA
143 Holden Beach Road,Suite 3,PO Box 748,Shallotte,North Carolina 28459
Phone:[phone] Fax:[phone]
Certified Mail Return Receipt Requested
May 2,2007
Albert Webster Beck
51 O'Donald Road
Ashville,NC 28806
Re: Tidal Ventures,LLC
CAMA Major Permit Modification Request
Riverside Drive,Sunset Beach
Dear Mr.Beck:
Tidal Ventures, LLC has retained our firm to apply for a permit modification with the North
Carolina Division of Coastal Management to develop property located on Riverside Drive in Sunset
Beach, North Carolina. The Division of Coastal Management (DCM) requires that all adjacent
riparian landowners be notified of this permit request.
Enclosed is a copy of a permit application for the proposed project, and drawings showing the
proposed development. If you have any questions regarding the enclosed information, please
contact our office. Any comments regarding the proposed project should be directed to Jason Dail
with the DCM at the address shown below. The DCM allows 30 days from the certified receipt of
the enclosed package to allow the adjacent landowner to submit comments on the proposed
development. If the DCM has not received any comments within 30 days, this will be interpreted
that there are no objections to the proposed development.
Jason Dail
NCDENR
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington,NC 28405
[phone]
Sincerely,
Eliza th M.Nelson,PE F CEH VE
Enclosures: Design Plans,Cover,C1-C4,C7 O
Application Forms MAY 14 2007
Copy: Jason Dail,NCDENR-DCM DIVISION U
File 0324 (Riverside Drive) COASTAL MANAGEIvi, T

DEPARTMENT OF THE ARMY
WILMING TON DISTRICT CORPS OF ENGINEERS
P.O.BOX 1890 /
WILMINGTON,NORTH CAROLINA28402-1890
IN REPLY REFER TO July 9, 2007
Regulatory Division
Action ID No. SAW-2007-02111-010.
Tidal Ventures, LLC.
c/o Sammy V arnum
1574 Monster Buck Estates
Supply, NC 28462
Dear Mr. Varnum:
Through coordination with the North Carolina Division of Coastal Management
(NCDCM), we have received a copy of your permit application to develop a 68 lot subdivision
including the construction of a 6' x 230' walkway to access a hummock on your property,
Riverside Drive, Sunset Beach, Brunswick County,North Carolina.
Our review of your plans reveals that no impacts to waters or wetlands subject to our
regulatory jurisdiction are proposed. Therefore,no Department of the Army authorization is
required for your work. Should your proposed scope of work change, please contact this office
to discuss possible required authorization. Please be advised that this does not relieve you of the
need to obtain all necessary authorizations, including a valid permit from NCDCM,prior to
beginning work.
Should you have any questions or comments you may call me at [phone].
Sincerely,
ia0d
Dave Timpy, Project Manager
Wilmington Regulatory Field Office

2
Copies Furnished:
f
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Jim Gregson
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405 r=�
Moreheeld City QCM
S

AGa
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
TODAYS DATE
2 Pages
BILL TO [phone]
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Public Notice — EXPRESS — Tidal Ventures, LLC c/o Sammy Varnum for Riverside Drive.
Kyle:
Please publish the attached Notice in the Monday, May 21, 2007 issue.
The State Office of Budget and Management requires an original Affidavit of Publication prior
to payment for newspaper advertising. Please also send the original invoice and a copy of the
affidavit, to Janene Childs at NC DENR Customer Service Center 1640 Mail Service Center Raleigh,
NC 27699-1640, The phone number is 919-733-0951.
Please send a copy of the invoice, and original affidavit to Miriam Hughes, 127 Cardinal
Drive Extension, Wilmington, NC 28405.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Wilmington office.
Sincerely,
xuiwl 914,-
Miriam Hughes
Express Permitting Admin. Assistant
[phone]
Enclosure
cc: Jim Gregson WiRO
Doug Huggett
LPO
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone]\ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity\Affirmative Action Employer-50%Recycled\10%Post Consumer Paper

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received on 5/17/07.
According to said application, Tidal Ventures, LLC c/o Sammy Varnum for Riverside Drive
proposes to expand the access road, install utilities, construct a stormwater infiltration system, and a 6' x
230' boardwalk to access a hummock on the northern side of the peninsula at Riverside Drive, adjacent
to an unnamed canal and Jinks Creek, in Sunset Beach, Brunswick County.
A copy of the entire application may be examined or copied at the office of Jason Dail at N.C.
Environment and Natural Resources, Division of Coastal Management, 127 Cardinal Drive Extension,
Wilmington, North Carolina 28405, (910-796-7215) during normal business hours.
Comments mailed to Charles S. Jones, Director, Division of Coastal Management,400 Commerce
Avenue, Morehead City, NC 28557, prior to 6/11/07, will be considered in making the permit decision.
Later comments will be accepted and considered up to the time of permit decision. Project modification
may occur based on review and comment by the public and state and federal agencies. Notice of the
permit decision in this matter will be provided upon written request.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone]\ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity\Affirmative Action Employer-50%Recycled\10%Post Consumer Paper

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
May 17, 2007
Tidal Ventures, LLC
C/o Sammy Varnum
1574 Monster Buck Estates
Supply,NC 28462
Dear Mr. Vamum:
The Division of Coastal Management hereby acknowledges receipt of your application for modification of CAMA Major
permit#42-05. The modification request for the Riverside Drive project includes the construction of an access road,
installation of a waterline, stormwater infiltration system and elevated wooden boardwalk providing access to a
hummock located within the project boundary. The revised permit application and site drawings were received as
complete on May 17, 2007, and appear to be adequate for processing at this time. You have requested that the
application be processed under the Express Review Permitting Program. Your new projected date for making a
decision will be around June 18, 2007.
Sincerely,
on Dail
CM Express Permit Coordinator
cc: MHC (Ted and Doug), DCM
Jeff Curtis, LPO
Dave Timpy, COE
Ken Pace, NCDOT
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone]\ Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer-50%Recycled\10%Post Consumer Paper

r 1 1 1
4
CAMA PE MIT
APPLI F
PROJECT: Tidal Ventures, LLC c/o Sammy Varnum for Riverside Drive proposes to expand the access road,
install utilities, construct a stormwater infiltration system, and a 6' x 230' boardwalk to access a
hummock on the northern side of the peninsula at Riverside Drive, adjacent to an unnamed canal
and Jinks Creek, in Sunset Beach, Brunswick County.
COMMENTS ACCEPTED THROUGH TUhir. It, ZOO
APPLICANT: FOR MORE DETAILS CONTACT
WNTU as- THE LOCAL PERMIT OFFICER BELOW:
LAX
AAA
127 CARDINAL DR. EXT.
5WM WILW`h'�IJCTON, NC 28405
SVpWLX , NIF 2-1104 (a
use" �A���10,7�Ib�730Z

SITE DEVELOPMENT PLANS
FOR
RIVERSIDE DRIVE
SUNSET BEACH, NORTH CAROLINA
J
SHEET SCHEDULE
is •
COVER SHEET
. •!- Cl—SITE PLAN
55 C2—SITE PLAN
—�—�� -Zr.....,--.— — — _. ��s(� k ';• ;_. _��"��.�--------__�_ C3—STORMWATER MANAGEMENT PLAN
C4—STORMWATER MANAGEMENT PLAN
�J C7—STORMWATER DETAIL SHEET
O904
\ ,r.—..�_=-� F is •s s w=:c.. s
179
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OWNER; COAST N OF d
AL MINT BOWMAN DESIGN i
tl TIDAL VENTURES, LLC
1574 MONSTER BUCK ESTATES 8v ENGINEERING
ut�'•��u��'��::,��: �; SUPPLY, NC 284a2
:f° K';Si:3a. SERVICES PA
SITE ; � .a��:=.��`-'�'{y _i [phone]
_+••• si �f�r.>"�i�: pO BOX BHALL748, 43-3 OTtEI NORT}IOCAROLINA 28 59�
s$,
RIVERSIDE DRIVE-- .,,,.
SUNSET BEACH

STORMWATER Revisions DATA TABLE 4/I1/07 SW DATA TABLE
ROAD TO BE GRADED TOWARDS ROAD SIDE 1.684,416A SF OR 38.7 AC INFILTRATION SYSTEM
SWATS ALL UfPERv10US AREA FROM LOTS PROPERTY AREA:(7'O MAC
\ MUST BE DMECIED TO ROAD SIDE SWALES. DRAINAGE AREA TO INFILTRATION 341,%6 SP OR 133 AC
TRENCH 1:410 x l3'z 2' PROPOSED ROAD: 37,916 SP OR 133 AC ������
WITH 6-4l0 LF 1 R NCHPIPE (SEE DETAIL) - ROOF DRAINS ARE 7 D BE T®INTO THE 2'WH m3 STRIPS,LATE 29-34(COMDION AREA) 1.159 SP OR 0.03 AC DDAENSIONS
CATCH BASINS lA T HRU IF ARE TO BE T PIPE FROM CAT s BASIN OF GRATE
BASIN A CH BASIN 15 LOT LINE.SERVE
TOP LOT ALLOCATION(2,250 SF PER LOT) 153.000 SF OR 3.51 AC
PIPED INTO TREHM I (T P)INFILTRATION(SEAISYSTEM OF ORATE OF CATCH BASIN IS 7'O SERVE AS TOTAL 114MVTOUS AREA 212,104 SF OR 4.97 AC
(nT)(SEE DETAIL) BYPASS FOR TRENCH SYSTEM
PERCENT B.tPP.RVl0l19IN DA 6Z•A
CATCH BASIN(TYP)
>LO
TRENCH 2 135:13'x 1.67 TOTAL DISTURBED AREA: 10.0 AC
6-135 LF lY PIPES(SIB DETAIL
BASINS 2A AND 28 ARE TO BE BACKFI LIINO TO OCCUR POR INSTALLATION OF BULKHEAD.FOR REMABIDgt OF PROPERTY,
PIPED INTO TRENCH 2 PROPOSED GRADES ARE THE SAME AS EXISTING GRADES.MINOR GRADING TO OCCUR FOR
— SITE PREPARATION.
\ Z pp
L0 — CB iC \ Q
CB IB KIM ELEV-4.0 CB ID \ 6'PEPE BETWEEN
INV ELEV-IA INV ELEV-2.50 SUW PLEV 2- 00 RIM BEVY-4A 9a CATCH BASINS(TYP) �•1 �LI 00
i E.n,�,_� INV ELEV-zso F-5 x
�-- sUstP ELEV-2ao— suMP ELEV=Z.ao ` , w z
/ ROAD SIDE SWALB Z
\ w ��//�� m a
/ ITYP)(SEE MAIL) FILTER rn-m \ V 1 O
(SHE DETAIL) \ �7. v' ` 0 Z
Z
RIM ELEV-4.0 \ RIMEIEV-4.0 \ - V y
/ INV ELEV-2-50 \ INV ELEV-2.50 n/
/ SUMP ELEV-2.00 SUMP FLBV-2. \ F7-1 F•L4
z 31 CB 1F — W o
32- - 33 34 - -- AIML4EV-4.0 _ —�� --- - - CH-7B — W
3 0 ' \ \ 3 5 3 6 \ 1NV EI.HV-2S0 RUM ELZV-3.67 RIM ELEV-3.67 p x0
- - �� / i \ 3�6 SUMP ELEV-2.00 INV ELEV-L% INV ELEV-1.%
ELEV SUAB FLEV-too m y
38 39 40 41 �'
28
— 27
TEMPORARY l \
CONSTRUCTION —
ENTRANCE(SEE DETAIL)
I ROAD TO BE GRADED TOWARD ROAD SIDE �P7 O
/ SWATH ALL 3CTED TOR AREA FROM LOTS g H
MUST 138 DDLBCTFD TO ROAD SIDE SWAIFS. J
ROOF DRAM ARE TO BE TIED INTO THE
CATCH BASIN ON RESPECTIVE LOT LINE TOP ��y�j.7,, •PO
\ OF GRATE OF CATCH BASIN IS TO SERVE AS �'ii+ 11 i f, j
\\ BYPASS POR TRENCH SYST70•L IV
� •�jT �+ SAL W
\ ►SAY 20 1 051o�D-f; d a w o
DIVISION 4,�ge% •.,GIN ��. f--4
COgSTgL MANAGEMENT
a, " M e
ANAGEMENT
/ \ TRENCH 3D.250'x 13'x 133' 6'PIPE BETWEEN
\ / WITC 8-250 LF 10'PIPES(SEE DETAIL) CATCH BASINS
1 3F ARE TO BE
TRENCH 3B:8S x IT x 133' rUDX 13C_L53'z R x I33' CA BASINS
THRUINTO TRENCH 3 — — — _ — — —
TRENCH 3A:139'x 1T x 133' ^ WITH 8-85 IF IT PTES(SEE DETAIL) WITH S-133 LF IV PIPES(SEE DETAIL) \
WITH S-139 LF IV PUTS(SEE DETAIL) CATCH BASINS 3A THRU 3F ARE TO BE CATCH BASINS 3A THRU 3F ARE TO BE \ \ — -- — —— I Q w
CATCH BASINS 3A TH RU 3F ARE TO BE \// ICED INTO TRENCH 3 \ PIPED INTO TRENCH 3
INTO \ / \
PIPED 10 TRENCH 3 ` / � _ ' - V]
3A
' \ 10
\ CB 4B —
9.0 N _ RDA ELFV-333 CB 4C
_ INV ELEV
-250 RD11 EILry- Dpec 7A NOV d
_ ` \ SUMP ELEV-7 00 '250 Sde: 1•-Im
— / — — — CB 3B ®3D _ — RIM ELEV CA33 CB 4A _4� Q ('LEV-200
_ CB 3H RIM IHEV-333 C 7 5 V 5 9 6, e �CB 3A RIM BT.HV-333 CB 3C RIM ELEV-333 ROAD SIDE SWAM MM ELEV-333 INV ELEV_2M pry IIEV-230 `J
RIM ELEV-333 INV EL"-230 RIM ELEV-333 INV ELHV-2M cn p)(SEE DETAIL) �/EL.EV--2. SU P ELEV_2.00 suMp FlEy_xoo 5/ CLaclmd B,: EI�V
INV ELFV-2-50 SUMP BLEV-2M INV ELEV-LM SUMP ELEV-2.00 SUMP tff.av-200 5 5 b
42 SI1MPIiIEV_2.00 44 45 46 9,MF 47 �48 49 50 51 52 53 54
4 3 — — �c,�Rsca •1>saP
VEGETATIVE \ •n�ova�•
FILTER OOP) /
I (SHE DETAIL) / _ ------ -------
/ _ _ _ -- - - - - - - - -- ---
------- — —— —
------- ------- ----G BASIN ------ `
ROAD SIDBSWALE
^� (TYn(SEE DETAIL) — —— SCALE:1'-1217
0 60 120 240 C3
PROJECT NO.0324
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Bo L?u.qn d I'npineennp Serr+m.Y

\ Revisions
\ 4/1 I/01 SW DATA TABLE
\
STORMWATER DATA TABLE \ \ CARS INFILTRATION SYSTEM
Q� 05/03/07 TRENCH
PROPERTY AREA:(TO NI 1,684,416.4 SF OR 3E.7 AC \\ �j .�FE.JS 1 DIMENSIONS
ROAD To BE GRADED TOWARDS ROAD SIDE
SWALE ALL IMPERVIOUS AREA FROM LOTS DRAINAGE AREA TO INFILTRATION 341.553 SF OR 7.94 AC \ JPO d
MUST BE DDtP-C'I4D TO ROAD SIDE SWAP FC PROPOSED ROAD: 57,916 SF OR 1.33 AC `- 1Q
ROOF DRAINS ARE TO BE TEED INTO THE 7 WFffiH,STRIPS,LOTS 29-34(COMMON ARIA) 1,t56 SF OR 0.03 AC �+
CATCH BASIN ON RESPECTIVE LOT LINE.TOP LOT ALLOCATION(2 M SF PER TAT) 153,000 SF OR 3.51 AC l L 2
OF GRATE OF CATCH BASIN 15 TO SERVE AS TOTAL I.BELVIOEJS AREA 217-104 SP OR 4.E7 AC
BYPASS FOR TRENCH SYSTEM. PERCENT IMPERVIOUS IN DA 62%
����
TOTAL DL4ITIRBED AREA: 10.0 AC 7'���••�NGIN�P:��
TC]L BASIN fTYP)
TRENCH 4:1 iff i 13'i 133' BACIMLING To OCCUR FOR INSTALLATION OF BULXI 8AD.FOR REMAINDER OF TROPEt1Y, �/4 � \
WITH S-I"LF 10-PIPES(SEE DETAIL) PROPOSED GRADES ARE THE SAME AS FJD HSftNC GRADES.MINOR GRADING TO OCCUR FOR \ Q
_ CATCH BASINS 4A THRU 43 ARE TO BE SITE PREPARATION. JF/NJ♦IJ J�(��, \\ Q
_ PIPED INTO TRENCH♦ \ r F� C y
6•PIFE FROM CATCH BASIN \ p.a
_ — TO INFILTRATION SYSTEM
CB 4D — �� Q Z<
RIM ELEV-333 '� _ �
w Wp
INV ELEV-2-50 — -CB4 - 8'd U
6 O SUMP ELEV-200 RIMINV ELEVELEV-3332-50
_ � ZU ==
61 62 SUMP ELEV-200 / CS 4H — _ _ O
63 CB 4F / ELEV RIM ELEV-333 CB 4� ay ~
ENV EEV-333 VEGETATIVE MP ELEV-230 INV ELEV-2-50 RIM EEV-333 -3 4I
— 6 4 IT" '-� �-T� SUMP ELEV-200 __p1 SUMP EEV-2AY ` INV ELEV-2-50 I'�'',V ELEV
_ SUMP ELEV-2.00 (SEE DETAIL) OO �- ` 9I,Jl�ELEV-200 \ ROAD SIDE SW ` r� .3
_ 6 6 6 6 7 \ SUMP ELEV-L00 O YP)(SEE DETAIL) CB 4K _ p `r- x0
------- ------- ' _ — _ 8 69 70 _ -7\ rNV RIM-"�32� VEGETATIVE INV EEV 2-50CB 4L 2�
1 72 , SUMPP ELEV �L ITV ELEV
7 (SEE DETAIL) LTUAB ELEV-200
- - - - - _ _ _ lei 74 75 76 77
— — — - ------- ------ — — — —
MAY 17 2007
D I V i TRENCH 5:137 i 13'a 1.67 z
S I O N O F — WITH 6-132 LF 12-PUTS(SEE DETAIL)
C 1 A S TA L M A N A GEMENT CATCH BASINS 5A AND 5B ARE TD BE
r-- ------ /l PIPED INTO TRENCH 5
6-PIPE FROM CATCH BASIN w x
TO INPH.TRATION SYSTEM \ \\
M-P)(SEE DETAI.)
ROAD TO B8 GRAD®TOWARDS ROAD SIDS
i SWAIE.ALL PERVIOUS AREA FROM LOTS / 6•PIPS BETWEEN
MUST BE DIRECTED TO ROAD STOP.SWALF3. / CATCH BASINS CS SH 9 4 /
ROOF DRAINS ARE TO BE TIED INTO THE / RIM EI33V-J.67
CATCH BASIN ON RESPECTIVE LOT LINE TOP - INV ELEV-
OF GRATE OF CATCH BASIN IS TO SERVE AS _ i NAB ELEV-2.00
BYPASS FOR TRENCH SYSTEM.
CB SA
RIM EI.ZV INV
'3 RIM ELEV-3.67
CB 41t RIM EE2 INV ELEV-2-50 / 93
z INVL ELEV-2.00
INV ELEV- so Su BEEV2-00 /
_ IE 2 SUMP ELEV i J
i
CB 4Q ROAD SIDE SWA '
RIM El"-333 CI T'P)(SEE DETAIL)
INV ELEV-230
sDAB ELEV-200 89 90
— — — — _- — / 8 8 / VEGETATIVE / // �' Der: 24 NOV 04
CB 4N_ RLTTRt
RIM EEV- CB 40 RIM EEV®� / (SEE DETAIL) / Sole: :-laa
_ CB 4M INV ELEV-2,50 RAIE.RV-333 INV EEV-230 / / i Down BY JCRAEMN
RIM ELEV-333 VEGEIA77VE SUMP ELEV-2.00 INV EEV-2M EEV-L00
INV LF— / i CLecimd Br: P fN
ELEV- FILTER(TYP)
SUMP ELEV=2.00 (SEE DETAIL) SUMP ELEV-2.00 / /
78 79 80 81 82 83 84 85 86 8; /� _ _ — ___ �t3 no
L IM
/
/
0 60 120 240 1 C4
PROIECI'NO.031A
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Revisions
-- NOTES:
1.VIOORO9 STANOOF PFRIMNFNTORA."COVER�/N1
BE ESTABIASHEO AS 6(%JN AS L065Ht ALPIf THE
OF DITCHES AND DLSWRACO AREAS WHERE
DITCH RANKS CANNOT BE AOF X TELY STASUMD WITH
VEOEl AIKTN.AN AR—,IAL LINER SUCH AS RP.PAP
SHALL BE USEDMPROTECTS—S
M S >WHERE St OPF Of f rANNFi BOITl11 EXCFFIXS r 94.
FXCEISXn WLTNII DITUTIER EitFi:LNE GIIANNELLNNG
DF unaI V V V r LUTE RIAL SI Ir BE us[D
TO PU /
Y+ _'i - Is arPAss ro
,� t #TEKtir� 00 TREHCHsrsrENA / V V
V PULL aDPEs BACK MR
IN TO EXs TING LERRNN.TM
Y;R
T-3'CXMRSE AGORECIATE �15 m m \ r r • r ''s((y A T B�r� ' ¢¢
mz_
P�FVIE- MN 50
TM W V1
y w�j w �a
MW. U
�T DIVERSK7FI TO DIRECT RRIOFF FRYA RAN CROSS-SECTION OF ROAD SIDE SWALE F-I �I U o_
P O TOP FS BArx ro e M--4 1---1
ES tARl6N vlmR[XTs MTO TOP C)F RAlAOAOM TIE NOT TO SCALE 1�
vET'L rAiNr(]KTrrH(H �1.V) J M z
SECTION VIEW Z st"B—s"O"77 V
vECErATEOrtreP `'`I
TEMPORARY GRAVELED rv,. W W O l
CONSTRUCTION ENTRANCE
NO �w CIS X
I�O;GILL r �� 1NX F1FV-RY Elf VATCw 6 GR]1NLN
f1Il5N USED AS BVPA5510 i1r 1
SVCrFM SFE FI ANVIF.W Nd1HFVA1Xw
PLASTIC CATCH BASIN
NOT TO SCALE VEGETATED FILTER DETAIL
NOT TO SCALE
E QN
TRENCH DATA TABLE 6 X D TEE Z
TOP OF TRENCH TRENCH TRENCH PIPE SIZE PIPE LENGTH NUMBER OF .i
TRENCH ELEV(A) HEIGHT(B)(IN)WIDTH(C)(Fn (D)(IN) (E)(F) PIPES(F) (q O
I 4 24 13 12 410 6 SOLID NI Cap 0 0 0 O O O O O O x
2 3.67 20 13 12 135 6 f/3 Y---� U
SIZE=D 3A 333 16 8 10 139 5
3B 333 16 13 IO 85 8 �` Q
7,t]' O O O O O O O O O
3C 333 16 8 10 153 5 C a
3D 333 16 13 10 250 8
4A 3.17 14 8 8 35 S
4B 3.17 14 13 8 1,2.57 9 i O O O O O O O O O rPI
5 333 16 IS 10 378 9 MAY ! 7 ¢ �/ w
3.67 20 13 12 132 6 _ t Vt SIZE SOUDD PP MANIFOLD �i `U
Cnr. �T I StpN
OF O O O O O O O O O
GEOTE)MLE FABRIC
^�IENT (OVERLAP MIN)TOP OF T"RFWWCH W
FINISHED GRADE 0 0 0 0 0 O O O O
COMPACTED FILL
MIN ELEV-A NON-WOVEN GEOTEXTILE FILTER FABRIC,
' AF1 140N,4.5 OUNCES PER SQUARE
YARD OR 57 CLEAN
W (OVERLAP 6'MIN.) 00
NCDOT f57 CLEAN WASHED STONE CROSS(TYP) PERFORATED CORRUGATED
PERFORATED CORRUGATED POLYETHYLENE PIPE(TYP). SEE D ON
�:�L !� ♦ m
MIN POLYETHYLENE PIPE(TYP). SEE D ON TABLE FOR SIZE OF PIPE,SEE E ON
TABLE FOR SIZE OF PIPE.SEE E ON TABLE FOR LENTH OF PIPE,AND SEE F scw1. Na m S-1.
z i TABLE FOR LENTH OF PIPE.AND SEE F ON TABLE FOR NUMBER OF PIPES n—Dr,. EIVIN
ON TABLE FOR NUMBER OF PIPES
n'^('��� Cbecbd or. 69AN
SHWi ELEV-0 �
SEE TRENCH DATA TABLE FOR DIMENSDNS OF A-F , O •F E /
'SEE TRENCH DATA TABLE FOR DWIENSgNS OF MF
�+
SECTION VIEW OF TRENCH INFILTRATION SYSTEM PLAN VIEW OF TRENCH INFILTRATION SYSTEM 4' ^''I
NOT TO SCALE NOT TO SCALE Z<•� // /�� O
L.c�`•:Fiy EEP 5
G IN�A,,
neF3mcr I+o.0324
�a rA

SITE DEVELOPMENT PLANS
FOR
RIVERSIDE DRIVE
SUNSET BEACH , NORTH CAROLINA
:r0 ; ,� SHEET SCHEDULE
.„`•� — � � it�
COVER SHEET
.........
C1—SITE PLAN
C2—SITE PLAN
---- ---� C3—STORMWATER MANAGEMENT PLAN
C4—STORMWATER MANAGEMENT PLAN
904
C7—STORMWATER DETAIL SHEET
� 'ins f n .2 's:• :H1:;E;I Ii
':.jtEiti�.'µ'i-il.�:
179 '�{J, ,I vI RI,1.L.J
s�`4{ C�RO��iri
MAY 17 2007
DIVISION OF
COASTAL MANAGEMENT
OWNER: r�hr�tgt t1rl�N��
TIDAL VENTURES, LLC BOWMAN DESIGN
g 1574 MONSTER BUCK ESTATES 8v ENGINEERING
SUPPLY, NC 28462 SERVICES PA
SITE '.:.: ::..:.::.:..:.:..�::..: „:.• l Ef�.s::.. _�
(910) 443-4245
PO BOX 748, 143-3 HOLDEN BEACH ROAD
RIVERSIDE D SHALLOTTE,NORTH CAROLINA 28459
RIVE— -�
1 SUNSET BEACH
vm�k pri wi:E.v:wn van+i,dm RNER5IDB DRIVE

LINT BEAR]NC. DISTANCE LINL BLARING DISTANCE Revisions
L I N 52t78036'F 97.83 L79 5 7732'56'W 1 14.66'
L2 N 6843'113'E 92.19, L60 5 67.48'09•W 51.74' LEGEND 1/6D5-ADDED NOTES PER
L3 N 56.412 '[ 72 LDI 61 242 W 46.92' CAMA COMMENTS.MOVED
L4 N 21.5403 0 L 1 25.29' L62 5 69'3101'W 29.50 k -- MEAN HIGH WATER PROPOSED ROAD OUT OF
LS N 52'1 1.46'E 1 19.5T t63 5 75-03.29'W 93.73' ♦ N GAR
L6 5 4T4307'E 130.10 L64 5 75.45'32'W 69 7T
L7 78 'I E 39.60 L8 73.16'24'W %.75' r` P�`• O••• UPPER LIMITSOF ANO COASTALVBORTATON 21C 05- A M
O• `C C Q lO`.. 404 2!3/OS-LAMA COMMENTS.
l6 N 75'16'S6' 72.66' l66 5 730T24•W 88.22 /GGGG77777��w��
L9 5 584 I'1 T E 33.15' L67 5 75-29'55-W 85.16' ;•!� 9! t 5/1107-ROAD WIDTH.
u O N 58'48^8'F 56.81' L68 5 77'071 VW I I I.36' 5/01/07-ADDED HUMMOCKS
L 1 1 N 28'12544 C 95A9- LB9 5 76'5103'W 122.03' ^ AND WALKWAY.
�i = t
L 12 N 33.48'2G'C 56.69' L90 5 7G'3042'W 90.15' Q L3 3 N 28'181 C 36.23' L91 5 75'4054'W 66.91'
L14 N 75-21'32-F IOG 26' L92 5 77*3732'W 105.02 IO�' 2 Z` 6'FIXED WALKWAY
1 WTTN RAILING
l 15 N 83'46'18'F 44.60 L9 5 6T2603'W 33.56' ^� O JG 03 ;Q
L 16 5 58•1504•C 25.24' L94 5 79-,V4 1'W 66.6T /^ l 1 4 L/5 / 141,
L37 571.1032[ 105.42' L95 576.54'50'W 52.65' \ /�-----------11i \�
L 8 5 40'43'48'[ 57.99' L96 5 64'0403'W 50.23'
L 19 9 4T48'15'C 79.51Y L97 5 5252'13.W 29.61' / \ !/•, �I•,,•�•_.••'' \♦ �J n
L20 79• B'4I•[ 131 1 I' L 8 5 83'46 'W 7.04' / \ MEAN HIGH \2/� \ •Err. I' M \5¢ F--i a`0�
L21 NM•3T45'C 10662' L99 533'09'50'W 30.42 �/ -� \! WATERLINE �/ � (�> "Ir'lll it111\\ MAINTAINT ` 02
M N 76'59.53'C 94.88' L 100 5 63'24'19'W 46.39 / \ \\\ ��MAR-WI _w 'F�1/-1 f"1 U ry
113 N 85T38 13'F 1 47.23' L 101 5 62'4659 W 26.35' / \\ / \\ V 1 F"+'1 a Q
124 NNYIf]32-[ 94 1;" L102 530.54'40W 2765' W Z
L103 k 49'49125'W 16.93' AL
r/ / / w r, ,/•5 m.-�
/ ^ Z
MEAN HIGH \\ ` \�y Ll0 �// \\ 6'R6'PILINGS ON ►'4j
1/...� x
WAT.RLfNF. J / R'CFNWRS(TYP) !'-H U TO[[--
/
PROFILE OF WALKWAY oz
------ \ PROJECT AREA-3R.67 ACRES
� W4 F-
o �� M m 2
__L24 W 2
CONCERN(AEC)
..
�• I.00ATI(7N BASED ON BRIINSWTCIC C(711NT3' `
T PHl7R3(iRAPHY i�
71
30'SEIEAC K FROM
PROPERTY MEAN HIGH WATER
BOUNDARY
UPPER LIMIT OF COASTAL
WAR BASE MAP PROVIDED BY
� NORRIS h WARD VE13,AS APPROVED BY
ROAD WIDTH: ,1p J S(TRVFYTNO DIVISION OF COASTAL
16 FROM STA 0+00 TO STA 15+52 f MANAGEMENT
i 14'FROM STA 6+R2 TO STA 9F17 �J.i
16'FROM STA 9+75 TO STA I5+91
14'FROM STA 16+13 TO 17+77 APPROXIMATELY 230 LF 404 WETLANDS AS I--1
in 16•FROM STA IR+27 TO STA 34+71 Of PROPOSED 6 APPROVED BY US ARMY a
17 FROM STA 35+00 TO STA 35+28 404 WFTI.ANDS WALKWAY(SFF PROFTI.F.) IN. CORPS OF ENGINEERS 0
w
f L
UPPER LIMITS OF
EXISTING HUTL KJfEAD COASTAL VF.O.LINF U
NIF Of
C.w1C447agw PFux n�-'�- _ ~-\ FJL1S'ITNG BUIIJC}{FAD COASTALUPPER �c.LINE pa•1 �' /'�'�
401 WETLANDS LIMIT `�
South Bn ick Q -� / P.ASPMPNT FOR ACCESS AND \ \ \ W
NC29470 A� / UTTLITIFS(WIDTH VARIES) \ •Fr ��
W
31 32 33 34 35 36 ---- ------- - -
57 58 5930 56 60
29 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 � W
W
/ 2T '2B w L9s __ — - - _-- --- --- --
H�35 SO `g'1 L96 l94 193 L92 L91 L90 LB9 --. --- --- — 167— — — —L6G _-- Lb5- -- LB4-_ --L63 L82
WF 3?• -_/
AMM WekM4r/�eY H' L99 L9t3 MTW "I^�'"'"i1°'� '.ac,� A 3V SETBAQ 7S SETSACKt,AEC
51 O'Donld Raid 404 W[TTTANDS. FROM MHW
A*�iIIe 00, L I W UPPER L OF UPPER LDA TS OFTm I Dp 7w OV 04
NC 2RR06 \ Vj � NL 1pZ COASTAL VEG.LIN COASTAL VEG.LI4EI SWs: V-Lm
I c lII Try✓'Ar• D—By: 3CR/EMN
1 Chocked By: EMN
0.3 M Y 1 12007 mm IN wr. I'm
D VISION F �
COAST L MANA EMENT �,.
I , NOTE FROM SL0(VFYNR:
Flaad Z_Ima_ .W Rom To et S-m
1T hFIwd hu—Raft Mom,App—W
wUlee,b".g
I I• SCALE.I'-I N0' mead
/ 0 60 120 240
C1
PROn?CT NO.0324
whole«ie P.n•nthoMe•.n pmn f
Bowrryn Ikw�gn R I'ngineermg DMfE�'cn.PA

UN[ I MAXING U BEARING OISTANCC I Revisions
L25 N C 1.4153'C 183.93' LS 1 5 35.2021•C 106.32
126 N 7T37'2I-C 96.33' L52 5 32.403T E 65.55• 1/0/w-ADDED NOTES
L27 N 75'54'1 T C 105.3d L53 5 031M5a W G5.03' PER CAMA COMMENTS.
L26 N 132.2C' l54 4A 4d40 w 5.75' MOVED PROPOSED ROAD
-5 I 4 .1 471 I'W G7.
l30 5 76.45'23• 97. l56 5 64 6•W 47.7C OUT OF 30'SET BACK
•
?pO�f�y' `•• $I 3 2T 19 2 157 5 76 33T W
L3T 933V45'C 29.I 9452W Q;� 53.
N11N7-ROADWDf
.
J --uj 9 0r251D4'C 91." 9 5 41.33'44'W 29.9Q
l0 5 2'4 5 •W 64.73' 5/01/07-Rar.wgt,®
L35 N 3 1 '43•E SG.79• L61 45 1 C I'W 46.7& BAD EXISTING
N 22'W 9.OT 5 S 4 'W 29.05'
1 137 N 71.5T2T E 66.21' L.63 5 89T 153•W 24.60
a V�'�/ • L30 00V5'4T C 77A3' LL4 CD 2?20'W 69.52•
V7'V T� 739 N 7Y47V&C I Rif LL5 5 76.53'1 T W GSAW
�\\`!' `�..•.0 _tO L41 N64 41•C 3.1 57 545 w .02
NKJ �YA: U1 N 0'11• 11 LS 40'S W 04.7
U2 N 5 I-I 1'19•W 100.
L43 N L.6 IoI.5V 9 57r21• .W 89.31' `J
�41 LM N CS T 13'C 83.I O 00 74.22'06•W 64.52 0 N
�E/E 1 L45 N C 1.42'3A'C 49.29 01 5 4d3T W 86.91' 0-4 00
NAG N 66 L7 5 79 V4•.47 W '.3
\ L4 N I T4I-C 3 L 2 41'W I U)
/ \ UA N 25• 24'W 46.04' l74 557TArw 97.56
N 153'W 41.2C L75 5 7 'o2 W 54.2C 1-'4 (1 //\ m•••1
N 45'3022'C 19.21' V6 0299.43'W 87.84'
2'33'43•W 1 1 1.90
_ _ \ l78 9 77.33'I O W 7.31' � � - O
V =
V 0-4 tz
> o
\ x
/ O � Sx
S�
ENViRONMENTAI._JJJ
WATERLINE
CONCERN IAA
\ Le
30'SETBACK FROM
► AN KDOH WA7FR
\\ \\ /•• 404 WETLANDS tear wA>�e
\ \
ROAD Wm'I71: \
16 FROM STA OMD TO STA 15+5T \ \ \ _L �, \
14'FROM STA 6+62 TO STA 9+17 \ \ L42�� `--
16'FROM STA 9475 TO STA 15+91 _ \
14,FROM STA 16+13 TO 17+77 \ \ �'I ` - _ L45 146�J
IB FROM STA 10+27 7o STA 34+77 L` L // - -• \
IT FROM STA 35+00 M STA 35+21 \ _�3 �'7 iA/ �� .. V&
P U LENr FOR ACCESS APID T \ J
/
ITII.ITIS(WmiH VAR1P3) � �y�' • 4
93 �/ U
60 61 - __ _ - - J 1�- 92
62 63 - - - - - - _ 89 9d �• a
64 67 68 - --- ---- _: / /88 g/�� 0
65 66 69 70 ---- _ --- --- ---- k'
71 2 85
__ __
74 75 76 77 8• 79 80 81 82 83 84 86 � 87 /�0 - L5c � 134 U
_
177 (L76- -Cj. _ _ _7 -
L75 'L74 `L7g_ -L72 -�-• ...`_ .. .. . . , o NWT
l71 -- L70- -- -_y._ - __ - _ lS5 / Jr _ W
-l67 L , 164 � //�•NO�
PROPOSED BuwmwD 7.T SETBACK,ABC - �T UPPER LIMITS OF W
ESWN BY 07HERS,SEE DErAE.) 30'SETBACK FROM MHW COASTAL VEG.LINE
EXMTlM BULKHEAD
UIVEt LIKM OF COASTAL VBO.
AS APPROVED BY DMSION OF
COASTAL MANAGEMENT Dom: 24 NOV 04
v Db.wo BY JCR/
BMN
CLnok ENINed By: Ep4w
IIIIIIIII rim .•r
MAY 1 7 2007
DIVISION OF
COASTALMANAGEMENT
SCALE:1•-IN
0 (r11 In 240
C2
PROJWT NO.0324
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' STORMWATER DATA TABLE RCVISIODS
/ ROAD TO BE GRADED TOWARDS ROAD SIDE AREA FROM I 4/1 1107 SIN DATA TABLE
\ / E ALL EIO'FRVIOIIS .O'IS PROPERTY AREA:(TO MEW) IAM,416A SF OR 3a.7 AC
DRAINAGE.AREA TO INFILTRATION 34053 SP OR 7.84 AC INFILTRATION SYSTEM
SWAL
TR ENC'H I:410'x 13'x 2' MUST BE DIRECTED TO ROAD SIDE SWALES. PROPOSED ROAD: 57.%6 SP OR 1.33 AC 0"/07 TRENCH
W M 16-410 LF 12'PIPES(SEE DETAIL) ROOF DRAINS ARE TO BE TT®INTO THE 2'WHEEL STRIPS,LOTS 29-34(COMMON AREA) 1,1 Ss SIP OR O.d!AC DIMENSIONS
CATCJI BA SINS I A TIIRIJ I F A R F TO HF 6'PIPE FROM CATCH BASIN CATCH BASIN ON RESPECTIVE LOT LINE TOP
PIPED INTO TRFNCII I TO INPE.TRATTON SYSTEM OF ORATE OF CATCH BASIN IS TO SERVE AS LOT ALLOCATION(2.2M SF PER LOT) 153,000 SF OR 3.51 AC
(TYP)(SETT DETAIL) BYPASS FOR TRENCH SYSIFJ C TOTAL IMPERVIOUS AREA 2IM04 8P OR I.V AC
PERCENT IMPERVIOUS IN DA 62%
CATCH BASIN(T"P)
as
TRENCH 2:I15'x 17'x 1.67 TOTAL DISTURBED AREA: 10.0 AC
6-135 LF 12-PIPES(SEE DETAIL)
BASINS 2A AND 2B ARE TO BE BACTCPIIIINO TO OCCUR FOR INSTALLATION OF BVUUMAD.FOR REMAINDER OF PROMUT.
PIPED INTO TRENCH 2 PROPOSED GRADES ARE THE SAME AS EXISTING GRADES.MINOR GRADING TO OCCUR FOR
-- SFTF.PRFPARATION.
CB IC \ O
` CB IB RIM ELEV-4.0 CB ID \
INV F.LF V-2.50 6• E BETWEEN
RIM Em-4A RDA 0EV-4.0- PIP
INV REV-2.50 SUMP FIFV-2.00 BN EIEV-230 '96 CATCH BASINS(1Yn Z 00
00
a1IMP ELEV-2 00 SUMP ELEV-2.00 r
/ ROAD SIDE SW \ Z
VEGETATIVE,
("IYP)(SEE DETAIL) FTLTIR Mr)
w
/ IEEE DETAIL) W �
' (T31A
\ �r, ZU $
-� RIM FLFV -40 \ CA IF
/ INVFITV-2.WO RIM ELEV- t�11. Z
/ SUMP FI.FV-2.00 \ INV ELF.V-2.50 v
_- SUMP ELFV-2.
!� /� CB I F r_,
J 1 I ~ 3 3`r .� RIM PIEV-41 w �( t,O
0 \ INV FLEW-2.50 CIS 2A CB 2B O -
i \ 3 \ RIM ELFV-3.67 RIM F1.FV-3.67 X
_ \ 6 SUMP F.IEV-2.00 O
INV FLPV-2.00 INV ELEV-2.50 03
_`• \ 29 / 3 \�� IMP FI.PV-2.00 4 O SDMP ELEV 2.00 ^(n
3 9 41
�+
27 28 � � \ \
TEMPORARY
CON9MUC'TION -�
ENTRANCE(SEE DETAIL) _ _ ___ =r a� -- IVZ
-- -
- - - -------
' ROAD TO BE(BLADED TOWARDS ROAD SIDE f`A A a
SWALP_ ALL IMPERVIOUS AREA FROM LOTS ` \r w~r7 a+ FT1 O
/ MUST BE DDLEA ED 7O ROAD SIDE.SWALFS. �.�OQN O�
ROOF DRAINS ARE lO BE 7'IPD INTO 77� JI ES s H
l OF GRATE
CATCH BASIN A CHRESPECTIVEBASIN
Is TAT xvRINE TOP [QP �,�
\ OF GRATE OF CAT(.'FI BASIN rs TO STAVE AS ^ � 0 `1VE
BYPASS POR 7AENCTi SYS7P.M. ' j d'4]• � SEAL
� _ 0305n7 v Q
MAY 1 7 0510
�03/°��o
•°4,�H Ms'� C4 P4 d
DIVISION OFH,«
\ 1RPNCH3D:2(SE DE IL) COASTAL N1 3 M
WITH a�250 IF IU'PIPES(SFP.DETAIL.) F+-1
/
CATT'H BASINS 3A THRU IF ARE IO BE TttIINCH 7B:aS x I7':1.33' 7R1;t4CI17C:1 Sr a S>s 13r � -
TRENCH 3A:139 x a'a 133' / I` WITH a-95 IF 10"PIPES(SEE DETAIL) WITH 5-153 IF Hr FIEFS(SEE DETAIL) \ PIPED INTO TRENCH T
WITH S-T"LF 10"PIPES(SEE DFTAE.) \ / CATCH TCBASINS 3A THRU U 3F ARE TO BE CATCH BASINS 3A THRU 3F ARE TO BE \ \ _ _ ' r WO7 FFii-(1 W
('RICH BASINS 3A PED R 3F ARE 7O BE PIPED INTO TRENCH 3 \ / \ H
PIP®Rf10 7RPlKTi 3 /
ad
En
9.0 \ CB 4B
_ RIM ELEV-333 CB 4C
INV ELEV-230 RIM ELEV-3 - Due: 24 NOV G4
SUMP BIEV-2.00 •2.50 Scale r_
C8 3B CB 3D - (f I RIM ELEV 3 33 RIM ELEV:33 CR 3F _4_ ELEV-200 Dn.w�v By: 7C.R/HAIN
CB 3A / RIM ELEV-333 CIS 3C RDA BLEV-337 ROAD SIDE SWALE RIM ELEV-3.31 INV ELFV-2.50 INV ELEV-2.50 C1
RIM P1,EV-333 / INVEIEV-230 RN EL"-333 Dry BLr-�0 INV ELEV-2.50 57 5 7 61 C11,-Iced Bye FIGS
INV GLEN-230 / (TYP)(SEE DETAIL) SI IMP RI.F V-2 fl(1 SUMP ELEV-2.00 SUMP ELEV-2.00
Sl1MP E2EV-2L0 INV El"-� SUMP B EV-2.00
SUMP ELEV_2.00 / 5 BUMP ELEV_z.00 5 3 5 4 5 5
42 43 44 56
4� 46 47 \48 49 50 51 52 �" .um"no
' VFGETATM \ - APE®(0]lORl7111 BRA-
FILTER UM - - _ _ _ - /
(SEE DETAIL)
-------
-_---
- - - - - - - - - - - - - -
_--
------- ------- -- -- i;F
ROAD STDF SW
CA7g1 BASIN Milf./ IT")(SEE DETAIL)
/ II no 12o 240 C3
PROIFCT NO.0324
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\ Revisions
\ W I I/07 SW DATA TAHI.F.
STOIIMWATEFDATA TABLE \\ rq�
GAR INFILTRATION SYSTEM
05/03/07 TRENCH
ROAD To BE GRADED TowARDR ROADSIDE PROPERTY AREA:(TO MHW) 1^614.416.4 SP OR 33.7 AC ;3fp DIMENSIONS
SWALE.AIL IMPERVIOUS AREA FROM LOTSDRAINAGE ARPi►TO INF7LTMTION 341353 SF OR 7.34 AC MUST BE DIRECT ED TO ROAD SmE SWAIE3. 7 WHEEL ROAD: 57.91E IR OR.33 AC 1
ROOF DRAINS ARE TO BE T®INTO TIM 7 WHEEL STRIPS,LOTS 2R34(COMMON AREA) 1,158 SIR OR 0.0)AC
CATCH BASIN ON RESPECTIVE LOT LINE.TOP LOT ALLOCATION(2.2M 4F PER LOT) 153.000 SF OR 3.51 AC A L j
TOTAL IMPERVIOUS AREA 2MI04 SP OR 4.R7 AC _
OF GRATE OF CATCH BASIN O TO SERVE AS PERCENT IMPERVIOUS IN DA 62% '�.T,
BYPASS FOR TRENCH SYSTEM. �j.��`•- /Jyv3/O T`�`6J ~
- ` TOTAL DISTURBED AREA 10.0 AC 7• •'••�_/4"7G I N ESP•���
TCH BASIN(TYP)
TRENCH 4:1.50Y x I Y x 1.33' BACKFIL INO TO OCCUR POR INSTALLATION OF BULKHEAD.POR REMAINDER OF PROPERTY. A/4
��/ •••"'•1• ��, \
- WITH R-1.1M LF IV-PIPES(SEE DETAIL) PROPOSED GRADES ARE THE SAME AS EXISTING GRADES.MINOR GRADING TO OCCUR FOR ` ,H M
CATCH BASINS 4A THRUPED 49 An TRENCHTO OF
S11T.PREPARATR)N. '�fPpNN►ilM1e1►���\� \\\ Ir-I O
\ V `-' a. n
6•PIPE FROM CATCH BASIN \\ �� F•LI u
/ TO INFILTRATION SYSTEM U)2
ulm
RIM ELEV 3.11 - _ _ - _ W W
INV ELEV 2.50 CB 4� R.O 17 r \ �V
60 SUMP ELFV _.M RIM ELEV _ _ IG•N `4
IINV P1EV-2.50 1•� O
6 C SUMP ELEV _ \ __ _ - - - `/
6 3 // �I.G z
('B P / RA1 EEV-3.33 CH NH
/ RIM ELEV-J 13 CB4 CBu \ op
- 6 4 RIM FLFV 3 1J VEGETATIVE S MP FLPV-2.50 _ Try F:LEV-2 50 RIM FI FV-3 33 IUME n
0K'11 XV 2 50 FB.TER(TYP) SUMP FIl±V-2.00 INV F EV-333
SUMP ELFV 2.Iq (SEE DERAIL) �8� $IJMrP-11.1.2.V-1.Lf1 IN\'Fl,FV=2.00 \ INV EEV-2.30 ROAD SIDE SWAIP ` \
6 5 6 6 rU61P FLFV-2.00 - _ _ - - - m Z
6 7 SUMP ELEV_200 p
\ \ \ IT (SEE.DETAIL) CB 4K CB 4L _8 O
- ` \ 6 C) 7 O ` IN ENV-1 RIM FIB-2.50 VEGETATIVE RIM EEV-737 QV O fn
\ FILTER(TVP) INV EEV-233 6•
--- ------ _ _ _ _ 71 �72 73 �� SUMP FLFV-20[I (SEE DETAIL) SUMP ELEV
p
/ TRENCH 5:UY R IY x 1.67 - _ - J \ z
WITH 6-132 IF Ir PIPES(SEE DETAIL) \ W U
_- CATCH BASINS 5A AND 5B ARE TO BE
PIPED INTO TRENCH 5 \ W F+-1 ►1-1
1 i / 6•PIPE FROM CATCH BASIN
( / TO INPILTRATION SYSTEM - \
- _ (TYP)(SEE DETAIL)
( ---- -- \ F+H
ROAD TO BE GRADED TOWARDS ROAD SIDE
SWALF..ALL IMPERVIOUS AREA FROM LOTS / 6'PIPE BETWEEN /)
MU
ST BE DNRFCTE.D TO ROAD SM..SWALFS. / CAT(II BASINS `"t / RT] L 5
S 58
ROOF DRAMS ARE TO BE Ti®INTO THE, / RIM�y-Z50 F•!-`i•( �'!'
/ CATCH BASIN ON RFSPT'.CIIVP.LOT EMI?.TOP
i OF
GRATE.OF
CATCH BASIN IS TO SERVE AS _ _ _ �- SUMP ELEV=2.00
BYPASS FOR TRENCH SYSTEM / - - - - CS SA
RIM ELEV-3.67 / / 93 ' p�
CB 4R RDA ELP.VCB.33 INV EEV-250 /
_ INV F.LEV-2.50 SUMP ELEV-2.OD / / w
INV ELEV-23.50 SUMP FLEV-2.01) ' J O
SUMP EEV-2 / / / V]
CB 4Q ROAD SIDE SWALE /
10
RIM EIEV-3.33 (TYP)(SEE DETAIL) ` /
INVEEV-2.50 /
SGbIP ELEV 8 9 9 0 -s3 f ,2
-6-
VEGETATIVE / / ��' nme. dNOV2I
CB IN - _ CH 4T / FILTER(TYP)
RIM ELEV-7.33 CB 10 RIM E.I(V-l33 / (SEE DL'TAILI
- CB 4M r INV EEV-2.50 RIM ELEV 3.37 INV ELEV-230 / i / Dn.vn[ry: 1CR/[:MN
RIMELEV 33J VEGETATIVE SUMP ELEV IN ELEV-2.50 EEV-200 -
INV1: rV 2511 FILTER aM SUMP ELEV-2.00 4- / �/� (heckal lry-. EMN
S[MP EI.T V 200 (SEE DETAIL) / � TNE PLAN 0 ST MR=I=78 82 83 84 85 7 "�'�79 80 .86 41 vl�
,%/ MAY 172007
OASTA' v lTsi I'-12W
ARl
0 / ..6D IN 240 C4
PR03FCT NO 0124
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)
Revisions
-= NOTES:
..: --::....._ 1.VIGOROUS STAND OF PERMANENT GRASS COVER SMALL
BL ESTABLOW-0 AS BOON AS POSS6lE ALCMf THE
BANKS OF DITCHES AND DISTURBED AREAS.WHERE
DRCM BANKS CANNOT BE AOEOUATELY STUBIPEDVRYN
VEGETATION.AN O PROTECT
ROTE L LBIER SUCH A9 BPRAP
SMALL BE LISED f -- LVM
It !WHERE SLOPE CHANNEELTBOTTOM EXCEEDS ISK FXCF ER EFFECTIVE CHANNEL LINING
RY OF CATCM BASH MATERIAL sRAu eE USED.
; „ X E� 15BYPASS TO
.r t iT .FS �tr OO 7TIENL7G SVSTB4/ / V V V INAL EXISTING
G TLI SLOPES K—m FBIPITO T-
r-
QOo oQO �4 � tO
-T COARSE A013LEd1TE ;�,5� Q O \ V V r 4, 5 T � 0 s. 1PLAN VIEW MIN w
. V t ~) Q
z
(� z
w MIN. �r-� WI W s
DIVERSION TO DIRECT RU1g M FF FRO RAJ CROSS-SECTION OF ROAD SIDE SWALE �-N �4 U
PIAl SLOPES MACS TO SIEND I-01
ESTAKAR VIDORg/9 NTO TOPOFRAML O TF NOT TO SCAI.F
SECTION VIEW VEGETATIVER 014 MZ
SLOPE.BANItS ANO GAMINS
VEGETATED FILTER F%1
TEMPORARY GRAVELED rc/
CONSTRUCTION ENTRANCE Lw V1 p
NOT TO WALL r SA/ MAX ELEV-RIM ELEVATION OF CATCH 68
m Y
BASIN USED AS BYPASS TO TRENCH W Fn
SYSTEM SEE RAM VIEW FCR REVATICN R
PLASTIC CATCH BASIN
NOT TO SCALE VEGETATED FILTER DETAIL
NOT TO SCARF -IQ
E Q
TRENCH DATA TABLE
8•X D TEE
TRENCH TOP OF TRENCH TRENCH TRENCH PIPE SIZE PIPE LENGTH NUMBER OF
ELEV(A) HEIGHT(B)(IN)WIDTH(C)(FT) (D)(IN) (E)(FT) PIPES(F) C)
1 4 24 13 12 410 6 SOLID CPP 0 0 0 O O O O O O x
MANIFOLD SIZE D
2 3.67 20 13 12 135 6 V) I� U
= F�•s/1 3A 333 16 8 10 139 5
39 13.33 16 13 10 85 8 O O O O O 0 0 O O PAR rRF"'-t
3C 3.33 16 8 10 153 5 L3a r_l
3D 333 16 13 10 250 8 B Q �J..� O
4A 3.17 14 8 8 35 5 C Q!
4B 3.17 14 13 8 1.257 9 O 0 0 O O O O O O
5 3.33 16 15 10 378 9 V u
6 3.67 20 13 12 132 77:677] SOUD COP MANIFOLD
SIZE=D
O O O O O O O O OTO
GEOTEXTILE FABRIC
(OVERLAP B•MIN) V] W
FINISHED GRADE
TOPOFTRENCH COMPACTED FILLO O O O O O O O O
MINELEV-A � ' 4 NON-WOVEN GEOTEXTILE FILTER FABRIC, In
''i'i• ' i AFI 140N,4.5 OUNCES PER SQUARE
YARD OR EQUIVALENT(OVERLAP B MIN.)
t' NCDOT#57 CLEAN WASHED STONE 6'X D
} i CROSS(TYP) PERFORATED CORRLr.ATED
1 Y i` i�2?t i,'T PERFORATED CORRUGATED POLYETHYLENE PIPE(TYP). SEE D ON
MIN ELEV 2 POLYETHYLENE PIPE(TYP). SEE D ON TABLE FOR SIZE OF PIPE,SEE E ON Q.Nf: I I APR 07
BOTTOM OF TRENCH6 TABLE FOR SIZE OF PIPE.SEE E ON TABLE FOR LENTH OF PIPE,AND SEE F scale: N'A w seam
ON TABLE FOR NUMBER OF PIPES
TABLE FOR O N U B PIPE,AND SEE F lid �Q �}LD ��� e�
� ON TABLE FOR NUMBER OF PIPES VA�"��\
sHWT ELEV.O % N COL
N T11111 PLAN
SEE TRENCH DATA TABLE FOR DIMENSIONS OF A F ' n �
F Oti _r At»ooaINVn DM
SEE TRENCH DATA TABLE FOR DIMENSIONS OF A A-F - '" ) ? L GU V 1 . ?O
SECTION VIEW OF TRENCH INFILTRATION SYSTEM J�V;J�UN OF PLAN VIEW OF TRENCH INFILTRATION SYSTEM £ Z �
NOT TO SCAIf COASTAL MANAGEMENT NOT TO SCALE _<`•• oS( )1 �0
L'4�yeFtiGINE� �
H M i
hNIpJM1t!►�� C7
PROJECT NO.0324
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SITE DEVELOPMENT PLANS
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ova
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OWNER: CAS DIVISION OF ��r►,r,tu,i��++����
L MANA M BOWMAN DESIGN
b TIDAL VENTURES LLC G E �N T
•`':~. }`: -k: r- `fi;x` :''. ; " 1574 MONSTER BUCK ESTATES 8s ENGINEERING
SUPPLY, NC
28462 SERVICES PA
SITE (910) 443-4245 PO BOX 748, 143-3 HOLDEN BEACH ROAD
�;•y.�� SHALLOTTE,NORTH CAROLINA 28459
RIVERSIDE DRIVE
SUNSET BEACH
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