20050862 Ver 1_Complete File_20050518

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 28, 2005
Mr. Michael Blinkoff
Tradewinds of Anna Maria, LLC
2746 Delaware Avenue
Kenmore, NY 14217
Subject Property: Harbor Sound
Roland Avenue
Surf City, NC
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 050862
Pender County
Retraction of Approval of 401 Water Quality Certification (GC3490) with Additional Conditions
Dear Mr. Blinkoff:
You had previously applied for a permit to grade 1.41 acres of high ground and this office had
inadvertently issued an Approval of 401 Water Quality Certification (GC3490) with Additional
Conditions on July 7, 2005. The proposed activity you applied for does not require a 401 permit and
therefore this office is retracting the aforementioned 401 permit that was issued.
We apologize for this inconvenience. This letter completes the review of the Division of Water Quality
under Section 401 of the Clean Water Act. If you have any questions, please telephone Cyndi Karoly or
Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Noelle Lutheran in the DWQ
Wilmington Regional Office at 910-796-7215.
Sincerely,
y ??
Alan W. Klimek, P.E.
AWKlijm
cc: Michael Gallant, P.O. Box 4039, Surf City, NC
USACE Wilmington Regulatory Field Office
DWQ Wilmington Regional Office
Doug Huggett, DCM
File Copy
Central Files
28445
Filename: 050862HarborS ound(Pender)401 CAMAretraction
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hftp://h2o.enr.state.ne.us/ncwetlands
None Carolina
rJlraturatI
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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Mr. Michael Blinkoff
Tradewinds of Anna Maria, LLC
2746 Delaware Avenue
Kenmore, NY 14217
Subject Property:
Michael R Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 7, 2005
DWQ Project # 050862
Pender County
Harbor Sound
Roland Avenue
Surf City, NC
Approval of 401 Water Quality Certification (GC3490) with Additional Conditions
Dear Mr. Blinkoff:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.073 acres of waters to construct 5 residents units on-site as described in your
application received by the Division of Water Quality (DW6 VVetlands/401 Unit on May 4, 2005. After
reviewing your application, we have determined that the Divisitio? of Water Quality (DWQ) General
Water Quality Certification Number 3402 covers these water impacts. This Certification allows you to
use Nationwide Permit No. 18 when issued by the US Army Corps.of Engineers (USACE). In addition,
you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations and
LAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Other-grade 1.4 acres NA Form DCM-MP-1 Application
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetiands
_ A,pkthCarolina
atirally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Harbor Sound
Page 2 of 2
July 7, 2005
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Watef Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3402.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certificatiori'(associated.with the approved water
impacts), you may ask for an adjudicatory hearing. You must a t within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, hich conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Iearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Stefens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3490
Certification of Completion
cc: Michael Gallant, P.O. Box 4039, Surf City, NC 28445
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 050862HarborSound(Pender)401 CAMAapproval
O?O? W AT ?RQG
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 7, 2005
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 050862
Pender County
Mr. Michael Blinkoff
Tradewinds of Anna Maria, LLC
2746 Delaware Avenue
Kenmore, NY 14217
Subject Property: Harbor Sound
Roland Avenue
Surf City, NC
Approval of 401 Water Quality Certification (GC3490) with Additional Conditions
Dear Mr. Blinkoff:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.073 acres of waters to construct 5 residential units on-site as described in your
application received by the Division of Water Quality (DWQ) Wetlands/401 Unit on May 4, 2005. After
reviewing your application, we have determined that the Divisio? of Water Quality (DWQ) General
Water Quality Certification Number 3402 covers these water impacts. This Certification allows you to
use Nationwide Permit No. 18 when issued by the US Army Corps of Engineers (USACE). In addition,
you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations and
LAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are: -
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Other-grade 1.4 acres NA Form DCM-MP-1 Application
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Harbor Sound
Page 2 of 2
July 7, 2005
high ground
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3402.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification `(associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
earula.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Stefens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
el?- fi
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3490
Certification of Completion
cc: Michael Gallant, P.O. Box 4039, Surf City, NC 28445
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 050862HarborS ound(Pender)401 CAMAapproval
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Joanne t _ .nh ii
WO Supervisor: Ed Beck
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
`Facility Name Harbor Sound c% Tradewinds of Anna Maria County Pender
Project Number 05 0862 County2
Recvd From DCM Region Wilmington
Received Date 5118105 Recvd By Region
Project Type Residential: townhomes
Certificates Stream
Permit Wetland Wetland Wetland' Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA ?- O Y O N F- 18-87-(5.5) SA HQW 30,624. F__ F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: Q Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 352619 Longitude (ddmmss) 773319
Comments:
This office has no objection to the project as proposed, No 401 Water quality Certificati
for this project as proposed. JHS 05/2S/05
cc: Regional Office
Central Office Page Number 1
EXPRESS PERMITTING Pro
am.
The attached application is being processed Express
listed ueldate wgl be
As such, failure to respond to the Wilmington Regional
construed as a no comment. The Express Permitting Program does not allow for extensions
during the comment period.
Michael F. Easley, Governor
o nvlronment and Natural Resources
Division of Coastal Management
Charles S. Jones, Director William G. Ross Jr., secretary
Express Permit
May 9, 2005
8 6Z
MEMORANDUM: ° V
U
TO: Cyndi Karoly, Supervisor MAY j $ 2005
401 Oversight and Express Permits Unit WETUWa ' WATER QUALtTy
AMp
Division of Water Quality-Surface Water Protection STORMW^TER BRANCH
FROM: Jason Dail
Express Permitting Co-Ordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Tradewinds of Anna Maria, LLC-Harbor Sound
Project Location: Off Roland Avenue (NC Highway 50/210), adjacent to Topsail Sound, near the Surf City
Swing Bridge, in Surf City, Pender Co.
Proposed Project: The Applicant proposes to construct five buildings, four of which would provide for
eighteen (18) residential town-home units, a community building, access drive, swimming
pool, stormwater infiltration trench and utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by June 7, 2005. 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.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] l Internet: www.nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 1 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tradewinds of Anna Maria, LLC c/o Michael Blinkoff for Harbour Sound Townhomes
2. LOCATION OF PROJECT SITE: Off Roland Avenue (NC Highway 50/210), adjacent to Topsail Sound, near the
Surf City Swing Bridge, in Surf City, Pender County.
Photo Index - 2000: 25-330, C 6-7 1995: 25-313, B,C 3 1989:4-173-14, S 18
State Plane Coordinates - X: 2436957 Y: 252192 Rover File: 0-030910A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/09/05
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 5/06/05
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Surf City
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: ResidentiaUCommercial
(E) Wastewater Treatment: Existing - Municipal sewer
Planned -none
(F) Type of Structures: Existing - Boat ramp, bulkhead and floating dock system
Planned - Five buildings providing eighteen (18) residential units and amenities.
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
(C) Other - High ground
Grade 1.4 acres
(D) Total Area Disturbed: 60,984 sq. ft. (1.4 acres)
,(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct five buildings, four ofwhich would provide for eighteen
(18) residential town-home units, a community building, access drive, swimming pool, stormwater infiltration trench and
utilities.
Tradewinds of Anna Maria, LLC for Harbour Sound Townhomes
Page Two
9. PROJECT DESCRIPTION:
Michael Gallant, P.E., P.A., on behalf of Tradewinds of Anna Maria, LLC, has requested that the attached application be
processed under the Express Permit Review Pilot Program.
The applicant's project is located off Roland Avenue (NC Highway 50/210), adjacent to Topsail Sound, near the Surf City
Swing Bridge, in Surf City, Pender County. To find the property, take Highway 17 North from Wilmington and turn right on
N.C. State Highway 50 (approximately 20 miles from Wilmington). Head east on Hwy 50 and the property will be located on
the left hand side, just before the Surf City swing bridge, near Sear's Landing.
The applicant has submitted an Express CAMA Permit Application to develop approximately 1.4 acres between Roland Avenue
(Highway 50) and an unnamed tributary to the Atlantic Intracoastal Waterway (AIWW), adjacent to Topsail Sound. The high
ground portion of the tract is mostly cleared of vegetation and is relatively flat with an elevation of 2.0' to 5.0' above Mean
High Water (MEW). Several small stands of Southern Wax Myrtle (Merica cerifera), Yaupon (Ilex von itoria), and Red Cedar
(Juniperus virginiana) exist on western side of the property. The property has approximately 200 linear feet of shoreline along
an unnamed tributary to the AIWW. Along the north side, the high ground vegetation is bordered by transitional species
including Sea Oxeye (Borrichia frutescens) and Grounsel-bush (Baccharus halimifolia). A very thin section of high coastal
marsh vegetation including Black Needle Rush (Juncus roemarianus), Spike Grass (Distichlis spicata) and Sea Lavender
(Limonium, spp., also exists along the northern property line in the inter-tidal zone. Smooth Cordgrass (Spartina alterniora) is
located just along the waters edge on the northern portion of the property. The shoreline along the northern, western and
southern property lines is not bulk-headed, however, there is an existing bulkhead, boat ramp and dock located along the eastern
side of the property, adjacent to the unnamed tributary to the AIWW. This bulkhead and the existing eight slip docking
structure were permitted under CAMA Major Permit No. 147-02 issued to Homeco Builders, Inc. on November 22, 2002 (See
Field Investigation Report dated September 4, 2002). This site was utilized as the spoil disposal area for approximately 4,500
cubic yards of material resulting from the excavation of the channel adjacent to the Harbour Point Development. With the
exception of a boat ramp, bulkhead and floating dock system, the site is undeveloped.
The waters of the AIWW and Topsail Sound (adjacent to the project) are classified as SA by the North Carolina Division of
Water Quality. They are designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are
open to the harvest of shellfish. The Town of Surf City Land Classification Map classifies the upland areas of the project site as
Developed.
PROPOSED PROJECT
The applicant proposes to construct five (5) buildings, four of which would provide for 18 residential town home units, and the
other would serve as a community center. In additional to the town home units, the applicant also proposes to construct an
access drive, parking areas, utilities and swimming pool. The total disturbed area for the entire project would be 1.4 acres. The
density of the proposed project would be 12.9 units/acre. Access to the lots will be provided by the construction of a single
driveway from NC Highway 50/210. The road would provide the subdivision with one entrance and exit from Highway 50/210.
The drive would extend from the southern end of the property to the northern end with parking on both sides. The applicant
proposes to construct a retaining wall (divided into two sections) just inside of the property lines, around the perimeter of the
proposed development. The retaining wall would startjust inside of the southern property line, from a point on the eastern side
of the proposed access drive. From there, the wall would continue east (approximately 120') and run parallel with the property
line on the southern and eastern sides (approximately 180'). The wall would discontinue along the southern edge of the existing
boat ramp. The second section of the retaining wall would start from the northwest corner of the existing boat ramp and would
run approximately 53' in an easterly direction before turning towards the north and running approximately 110' towards the
northeast corner of the property. From there, the retaining wall would run approximately 145' in a westerly direction, paralleling
the northern property line. From the northwest corner, the retaining wall would run approximately 273' in a southerly direction
along the western property line and would terminate approximately 20' from the bend in the southwest corner of the property.
The post construction elevation at the top of the retaining wall would be 9.0'. Backfill material would be placed behind the
retaining wall in order to bring the elevation at the site from 4.0' to 9.0' Mean Sea Level (MSL).
Tradewinds of Anna Maria, LLC for Harbour Sound Townhomes
Page Three
Building 1, as indicated on the work plat drawings, measures approximately 50' x 60' (all as measured from the roof line) and
would be located in the southeast corner of the property. The applicant is proposing to install an oval shaped swimming pool
just north of Building 1. As proposed, the pool would be surrounded by a 5' wide concrete walkway. Building 2 (40' x 50')
would be located just north of the swimming pool, adjacent to the existing boat ramp. Building 3 (50' x 100') would be
constructed on the northern side of the boat ramp. This building, in addition to Building 2 and the swimming pool, would be
located within the 75' Area of Environmental Concern (AEC), but outside of the 30' buffer. Building 4 (50' x 160') would be
constructed in the northwest corner of the property and 5 (50' x 60') would be constructed in the southwest corner. Buildings 4
and 5 would run parallel to the western property line.
A stormwater infiltration trench is proposed along the southern portion of the property between Building 1 and Building 5. The
trench would measure approximately 30' x 110', and would collect stormwater run-off from the proposed town homes, parking
areas and driveway. An Express Stormwater Permit (SW8041029) was issued by the Division of Water Quality on 11 /23/2004.
Additionally, a Sedimentation and Erosion Control Plan (permit #-Pende-2005-135) has been issued for land disturbance
activities. Municipal water and sewer would be provided by the Town of Surf City.
As proposed, no portion of the subdivision, including but not limited to the dwellings, eaves, access road, parking areas or
swimming pool would impact any portion of coastal wetlands or "404" type wetlands.
10. ANTICIPATED EVIPACTS:
The initial grading of the property (for the two proposed town home units, driveway, parking areas and swimming pool) would
result in the disturbance of an additional 1.41 acres of high ground. The proposed dwellings, drive, parking areas, and
swimming pool would result in the creation of approximately 0.93 acres (40,932 square feet) of impervious surface. Total
impervious surface coverage within the 75' Estuarine Shoreline AEC would be 41%. The applicant has received an Express
State Stormwater Permit from the Division of Water Quality (Stormwater Project SW8041029), as well as a Sedimentation and
Erosion Control Plan from Division of Land Quality (Permit 4Pende-2005-135).
Submitted by: Jason Dail Date: May 6, 2005 Office: Wilmington
Form DCM-M -1
2
APPLICATION'
(To be completed by all applicants)
b. Ciy? , town, community or landmark
1. APPLICANT
c. treet address qr second roa number
L --5c- /i U
a. Landowner: ?t ?k, ill
Name-!-Z (N P r ANA k N94 A Ue- d. Is proposed work within city limits or planning
jurisdiction?_ Yes No
Address A\1 C-5, e. Name of body of water nearest project (e.g. rive(,
City State ??k, sound, bay)?TLATtC SGy.?W
Zip z 1 Day Phone
Fax c? 3. DESCRIP'T'ION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name e-, 4 (A Cc L ?_ [ 7 tts. LG iJA
Address
City 45(, G + r '? State
Zip ZU44S' Day Phone 21G 3 ,i?0 ???
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
`1-G'i' N 1M t=
rZ i ( 17 J•) t 7t
!y U" txS
b. Is the proposed activity maintenance of an existing
project, new work, or both? Nl?W
Fax ?? G 7v Z a Z Z3G
C. Project name (if any) 1A I?X_l L) wb
,NOTE. Perndf will be issued in name of landmmer(r), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Tk N Vv R--
c. Will thLt-project be for public, private or commercial
use? ?ijZ t U y4T?
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. /? JJ ,5; 2u c-77 a Ai ICE
Y? `?-y- u "Cy-c s:S ?wL
l>s11L1 i(e:5.
MAY 0 4 2005
Revised 03195
Divisio
COASTAL MANAGEMENT
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract I , l-1 4E A c
b. Size of individual lot(s) tv
c. Approximate elevation of tract above MHW or
NWL A, Q,
d. Soil type(s and texture(s) of tract
e. Vegetation on tract 4 V N's 5
f. Van-made features now on tract l?? )Z??wQ
Pyl-y- WeVA C)
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? Yes No
(Attach Zonis confliance certificate, if applicable)
j. Has a professional archaeological as sment been
done for the tract? Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed o eligible property?
Yes No
1. Are there wetlands on the site? 4 Yes No
Coastal (marsh) X_ Other
If yes, has a delineation been conducted? X_
(Attach dommentation, if available)
m. Describe existing wastewater treatment facilities.
V Q %U 1G ( ?AL- ?w e9_
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Sc; 9-C-AL? 2U '?J C' t=F
o. Describe existing drinking water supply source.
_>Ljo$J tetPAL wA. t`lZ
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 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
appl" (Contact the U.S. Army Corps of
Eng' •-en`?tha_.ency.:s use of larger
draw 1,2 n aq a part of plat
requ ents and it must e s et?tly detailed to
gui ncyftol n*l wifimiliar ith the area to the
1
DIVISION OF e.?er
COASTAL MANAGEMENT
Revised 03/45
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 (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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name *&Fa, rwi LL(--
Address Z- S6-- lh, U?t tA,v?? L-r- GvKc-
Phone or Name
??25 ?v?PzW 1, ?c v
Address !:?O -5-X I? ?;i v QG, ,n w L
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.
• A check for $250 made 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 in
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 land's, 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 in
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
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.
This is the C day of P,'-1 ?- ?-'"-
Print Name ' 4141 e /.? aCL ?2?'FLC ei 7-
Signature
Ldndowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
/
DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
gvCd
,ttom of each form.
the
'?1111?y?? E
MAY U 42005
COASTAL DIVISION OF
MANAGEMENT
Revised 0319S
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.
a. Type and number of buildings, facilities, units or
stFuctures proposed (? 1y J? ? .vt C5
1 f?c.c.t.f.r c K r?5 ? IX, .
b. Num er of lots or parcels T?? c j
c. Density (give the number of residential units and the
units per acre) 1?; IT-5 1 41 A e- 02- = 5
IZ.? U Lki A '
J2.,---
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. r I A c+I7 is
e. 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
Resources? _ Yes No
If yes, date submitted Wc-V 1 Z?4
reN? 20'= - 13 T
f. List the materials (such as marl, paver stone,
asph 1!?_ or concrete) to be used for paved surfaces.
t a to L-1-
g. 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. 11
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?
X Yes No
If yes, date submitted k fg( ? 0 V z
i. Describe proposed method of sewage disposal.
j. Have the facilities described in Item i. above
received state or local approval? ./,L:5
(Attach apprvpriare documentation)
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).
-?t_ P_FAt,r c=-
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront develop?m,ent, when
was the lot(s) platted and recorded? k

Dote
MAY U 4 2005
Revised 03/95
DIVISION OF
COASTAL MANAGEMENT
Yes V No
I - ~
ti
PROPOSED PROPOSEI BUILDING BUILDING PROPOSED ~fi BUILDING I y V
FINISHED FLOOR .9.93' FINISHED FLOOR flNISHED FLOOR = 9.93' Q 6' ~(i b
RETAINING wau 0,
9.33' c' si ~b
9,00' 9.33' PROPOSED GRADE ( 5.50' ~ O Sd - _ - 5,00• b, 0
-"3`.00' EXISTING GRADE --------9.00'- EXISTING ASPHALT ISTING GRADE L]
3.70. 6.00'
I
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0 z o z ~
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°m ~o z~
R/w ~ R/w
I
I I
PROPOSED PROPOSED ' I
BUN_DING BUILDING FINISHED FLOOR = 9,93' FNISHED FLOOR = 9.93' (
RETNNING
WALL RETAINING WALL RETAINING I WALL
9.33' PR p E &83' 9.33' I I
9.00' 9.00' - ~ ---6.00' 13.00 I
----------------1------- EXISTING GRADE - - - - ~ -
W
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(
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I
PROPOSED I PROPOSED BUIL~NG BUILDING PROPOSED BUILDING
FINISHED FLOOR = 9.93' FNISHED FLOOR = 9.4 1NISNED FLOOR = 9.9J'
RETAINING RETAINING
WALL I 9.3 ' 9. 3' I I WALL I
PROPOSED GRA 8.83'
9.00' ___u I 6.00'/\"-----_ - i I 9'0° 3.00' Z
'E%ISiIN~ GRADS . -------------I-- , ~J I` ~
I I~
3
I c~
i I=
w i ( ~ Q wl I
Z J I w w LL w ~
} Iw m
Q Q I ~ I~
~I z w Q I ~ Qx a o 0 U I Z I~
0 m 0 0 M I m IQ
GEN
CC =CONTROL CORNER
ECM =EXISTING CONCRETE MONUMENT (FOUND)
EIP =EXISTING IRON PIPE (FOUND} EIR =EXISTING IRON ROD (FOUND)
EMN =EXISTING MAGNETIC NAIL (FOUND)
EPK =EXISTING PARKER-KALON NAIL (FOUND} ERRS =EXISTING RAILROAD SPIKE (FOUND}
MBL =MINIMUM BUILDING LINE
NMP =NON MONUMENTED POINT
R/w =RIGHT OF WAY SCM =SET CONCRETE MONUMENT (CONTROL CORNER)
SIP =SET IRON PIPE
SIR =SET IRON ROD SMN =SET MAGNETIC NAIL (CONTROL CORNER)
SPK =SET PARKER-KALON NAIL (CONTROL CORNER}
~ =CENTERLINE
GRAPHIC SCALE
20 0 ~0 20 4o eo
YWM
~f I~, CAMA PLAN AMA PLAN FOR
. ~ 1 I ( IN FEET )
~ ~ ~ 1 inch = 20 ft.
LAND SURVEYING -CONVENTIONAL do GLOBAL POSITIONING SYSTEMS, ~ncxaEL c. cnLLANT, PE,PA j
LJADDnD CnIIAID Tn111A IIIn1/r[~ ~ I
"m \DVF\ )VUNL) UVVINr1UMCJ JrU. UUX 4UUV LN LAND PLANNING & COMPUTER MAPPING SURF CITY, NC 28445 IV DATE: AUGUST 24, 2004
SURF CITY, NC. 28445 PHONE; 910.328.2188` ALONG N.C. HIGHWAY 210 & 50 DRAWN BY: MICHA1~L- J. Ht'-- ZING
202 WARLICK STREET 1.446 ACRE TRACT ALONG N.l P.O. BOX 1570 FIELD BOOK: IND , PAGE: 6
REVISIONS; JACKSONVILLE, N.C. 28541-1570 TOPSAIL TOWNSHIP, PENDER CO 'ENDER COUNTY, NORTH CAROLINA COMPUTER: WS 6/PROJ/04-07-60J.dwg
TELEPHONE; [phone] CAMA PROFILES PROJECT NUMBER: 04-07-
FACSIMILE;[phone] 814 N.C. HIGHWAY HIGHWAY 210 & 50
E-MAIL; [e-mail] S 2 OF 2

I, CHARLES FRANCIS RIGGS .PROFESSIONAL LAND LOT 4 COASTAL WETLANDS AS APPRO SURVEYOR, DO HEREBY CERTIFY THAT I HAVE y FLAGGED BY DCM 4 28 5 I APPROX. MEAN TEMPORY SEDIMENT TRAP
SURVEYED TH P SEA ~ ~ H GH N E ROPERTY AS SHOWN HEREON IN MAN 0 R HIGH WATER LINE
ACCORDANCE WITH THE STANDARDS OF PRACTICE AS FLT ENTERPRISES LLC VEGETATIVE AS FLAGG TEMPORARY SEDIMENT TRAP Q° ED BY NOTES: ~
FOR LAND SURVEYING IN NORTH CAROLINA, THAT FILTER 30 X 10 N,_._._._.,,,_,, _ ` THE RATIO OF PRECISION AS CALCULATED BY WITH ENERGY DCM 4 h DCM 4/28/05 FLOW TO TRAP= 1.28 CFS
DB 1802, PG 44 DISSAPATOR 6 X • ~ LATITUDES AND DEPARTURES IS: 1• iQ,Qg~_ to, 6" RIP RAP RETAINING WALL-TOP ELEV=9,oo DIST. AREA DRAINING TO P
MB 33, PG 154 SEE DETAIL WALL AND SLOPE BREAKS DELINEATE DRAINAGE AREA i ' - TRAP= .402 ACRES BITE SIR VOLUME OF TRAP = 1 ~ 800 CU q ti {
'43'54"E 170.92' _ SIR S33 R R FT/ ACRE ~y %y~ ,fir
169.02' _ "r ~ CHA L A i I .L.. L- 1 r - - - - - _ - - - - - MERCIAL CL. 3 SETBACK {COM ) 4- qy ' w ' i = 723.6 CU FT REQUIRED. ~ ~ - ,o ~P
N 1 TRAP VOL - 730 CU FT (SEE ~ ~
EIP IMITS OF GRADING I ' DETAIL) sp BRIDGE 1
.oo n 1 to ~ I •p0 ! EFFICIENCY; .01 X Q10= !1 ,01X1.28= .0128 ACRE
9.00 w ; THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED ~ , Py , `i, SEA WALL SURFACE AREA PROVIDED = °
IN FLOOD 0 A9 EL.=7' IS 1 ~ n ' ~ Z NE ) WHICH ~ , , Mqr ` 558 SF ~P° a'`
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE r 8 SEDIMENT FENCE/ LIMITS OF GRADING v ~ ~ FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL ~Q~ ~ ~ ~ ~ S =.0128 ACRES ' ' ?`s D OVERALL TRAP DIMENTIONS A TDNN OF
FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NUMBER ~NR•wgr a ~ ~ , RE sueF c~rr 100'L X 6WX 1.5 D 1
370186 0003 C, FEBRUARY 15, 1985 SANpgr~R y 9,33 ~ ~ ~.I~ 9.33 } ;N 1 N w VICINITY SKETCH
N 9.33 ! ; , , 2 1 , NOT TO SCALE 1 1
9.33 ~ APPROXIMATELY 7500 CUBIC ~ , , YARDS OF FILL IN WALLED ` ~ ~ , 1
POR710N OF DEVELOPMENT. ~ ~I 1 ~ I i 1i i y pb i N
GRAPHIC SCALE 1 1 ,P ! 1 1 ~
1 2G D to 20 40 ` ~ 1. eo N ' '1 . ! ~ ENERGY DISSAP pi ~ ATGR DETWIL S ~ ~ 1 ~ ! NOT TD SCALE ~ b
INSTALL CHECK DAMS AS SHOWN ` ii N 11 N 1 ~ ~ O ~ a s
1 ~ I ~ ~ 7~ b 1 1 y ~ p
0 (!N FEET) o + J i ,
1 inch = 20 ft~ _ ` FFE 9.93 1 , i i 1p B CHANNEL OF
} ~ 1 '1 + TOPSAIL SOUND ! ,
1 } ' I . y } 1 . , '1 1
` l ! ~ IR ! ~ m ~ SWALE NOTE: _ '
1 j 1 1 I GUTTER ALL BUILDINGS AND ` ~ ; s TRAPEZOIDAL SWALE
SYM, DIRECT REAR GUTTERS TO } A MANIFOLD AS SHOWN IN SEW INLET 1 t 1 ' ' R - ~ SECTION - ' ~ 1 y TOTAL AR OUGHNESS, n - 0.030 $ B ~ ~ ~ o EA DRAING TO BASE WIDTH, B = 1.0 FT A . _ _
PROPERTY BOUNDARY LINE THE "CUTTER PLUMBING FFE _ .93 S~ 0+78.03 DETAIL" RI 8.83 , ; 'o~,o~,t SWALE=0.459 ACRES TOP WIDTH W = 4 FT A
o INVERT OUT 6.8 ~ ~ ~ ~ SUMP 4.82 1 ! ~ l ! ~ AREA TO BE DISTURBED= DEPTH ' ~ i. .402 ACRES ~ Y - .5 FT
SHEET FLOW INDICATION SHEET FLOW wtFT CRAZE CALOtxAnONS fROU DETNI NEENAN FOVNDARY, CQ ~ } } SIR _ SLOPE _ .003 FT/FT IMP AREA - .1347 ACRES SIDE SLOPE = 3.0 1
2' % 2' GRATE ' 1 IR-~eB00-C , BEARINGS AND DISTANCES S 36"46'37' W 979, 46' 0p10 OPEN AREA.z.s sv ~ ! SLOPE _ < 1 q _
~ a3~N7.s.aac~s g 9,33 ti 't EXISTING TOPOGRAPH]CAL L[NE - - - - u~ Tws CRAiE aR EOpvAIENT rm , ~ W W LENGTH = 488 FT WETTED PERIMETER - 4 F 3 ' ~ N• AREA = 1.25 SQ FT
ALL DROP INLE75. 9,33 o Tc = 6 HYDR. RAD. = 0.30 FT 9.00 ! ! INTENSITY =6.5 CAPACIY Q = 1.52 F
GRASSED/ RIP RAP CHANNEL GRASS SWALE SWALE NOTES: ~ C=0.43 C S B SECTION A-A
RETAINING WALL TRAPEZOIDAL SWALE i ~ 'i i Q = 1.28 CFS (RATIONAL ACTUAL FLOW = 1 4 PLAN VIEW
ROUGHNESS, n = 0.025 ~ i~~. METHOD . 5 CFS ~ 1. ! ) VEL= 1.16 FPS
BOAT RAMP/DRIVE WAY/ POOL DECK EDGE BASE WIDTH, B = 1.33 FT a m NDS TOP WIDTH, W = 4 FT " o s ~XISTIN RAMP ~ ! NC, 60P1 1 ! O S1R N26'58'S7"E NOTES 1o v Ai z L v nm
• ~ EDGE OF PAVEMENT DEPTH, y = 1 FT w K i i ' EIR 1.53' APPROX. MEAN ALL SIDE SLOPES TO BE 2;1 wEk PLOY plfLEr sss ~e~ z Io- 4~ s~
SLOPE _ .003 FT FT ~ ! MINIMUM, 6' RIP RAP, 1$' THICK SEC raTEe urEr s,96 z,~ z s- 10~ b~
STORM WATER P[PE SIDE SLOPE = 1.335 ~ SLOPE BREA HIGH WATER LINE WITH 3' OF ABC STONE
N F WETTED PERIMETER = 5 FT X • DROP N / I LET AREA = 2,665 SQ FT ~ 1 ' UNDERLAYMENT, DETAIL APLIES ' 9 0 1B' RCP CUL ~ ~ FAR WING WAL INLETS AND
RICHARD R. _ OUTLETS AND ENERGY DISSIPATOR
F N HYDR, RAD. - 0.57 FT ~ c I ISHED FLOOR ELEVATION FFE = 9.93 CAPACIY, Q = 5.97 CFS z ~ z SULLIVAN ~ AT WET POND OUTLET, APRON
ROAD CENTERLINE - ACTUAL FLOW = 5.85 CFS ~ _ ~ ° WIDTH AND LENGTH DESIGNED d USING FIG B06.B,1-3 IN MANUAL
SPLIT ELEVATION VEL= 2,20 FPS o r+ .ALL END ! (PAGE 8.06,5-7. WHERE ~s DISSIPATER IS IN DR PART ~F A
9.00----+- p s
LINE WITH X , W INLET 2 TEMPORARY DRIVEWAY ENTRANCE E CELSIOR MAT ~A 1+53.03 W RIM 8.83 ~ CHANNEL THE WIDTH IS TD
N ~ ~O~GhD' INVERT IN 6.46 ~ ~ DETUL INVERT OUT 6.46 TEMPORARY SEDIMENT TRAP SUMP 4.46 ` EXTEND TD THE TAP ~F THE COASTAL WETLANDS CHAN ~ NEL,
y ~ .--s-- 9.33 9. 3 D.99' OFF
LIMITS OF GRADING ~ ~ Z 9.33 \ LINE
A SEDIMENT FENCE/ LIMITS OF GRADING .7 N FFE 9.9 ~E 9.9 E~R UMITS of GRADING AND SEDIMENT FENCE UNE FORM THE PROJECT
BOUNDARY. OUT SIDE SEDIMENT FENCE UNE DELINEATES THE UMITS OF
~ 9.33. g,3 GENERAL PROJECT INFORMATION: (A2ADING I wHHRE THER IS NO SEDIMENT FENCE SHOWN THE UMITS OF FLONER BED S S OWN AS A CREEN LINE.
THIS SWALE LINED WITH EXCELSIOR MAT 9 33 ENCROACHES f.8'
OW;Vk:R/SITE INFORMATION SEE TITLE 1+LUCK " 9.33 ~ PROJECT NAME: HARBOR SOUND TOWNHOMES NOTE: SEE SEEDING CHART FOR DETAILS IN STABIUDNG DISNRBED AREAS.
9.~3 or~cT ~ FLOW FIIDll BtVATED PolrnOw a sltE o ~ • 814 HMII'. 210 k 50 STABILIZE ALL DISTURBED AREA WTHIN 15 DAYS MAxpUM. FlNISHED 5TE \ Rf CITY NC. TD BE LANDSCJIPED PROFESSIOIIAtLY M1H SOD AND NATIVE PLANT.
ENGINEER AND FIRM SEE TITLE BLOCK THE OVERFLOW UNill I IS NI I I ~U 26445 SPECIES. ADJOINER~
SERVICE \ LEGEND FLOWER BED PROJECT OWNER: TRADEWINDS OF ANNA MARIA, LC.
N NORTH ARROW AS SHOWN UN PLAN NOTE: FlLL YALE BE ADDED I MI H C AEL M. BLINKOFF MEMBER/MANAGER PHONE: 716.875,8916 TOTAL AREA
O AS RETAINING WALL IS FF = 9 3 I N I FAX: 716,875,8359 62,972 Sq. Ft,
SCALE SEE TITLE BLOCK BUILT. WHEN WALL IS FlNISHED LINE 1HE TOP ~ I I s I ° I
WI1H SILT FENCE AS SOON ut REVISION ND. AND DATE SEE TITLE BLOCK AS THE flLL HEIGHT IS I m ~ ADDRESS: EBERHARDT MANSION 1.446 ACRES N I 2746 DELAWARE AVE.
g wI1HIN 18' OF 1HE TOP OF ~ ~ 'T 3 ~ , KENMORE, NY. 14217
MEAN HIGH WATERLINE NA THE Wes' sEe cerAll o SWI M M I P 9 J SWIMMING OOL a I I
DIMENSIONED PROPERTY/PROJECT BOUNDARY ~ ~ „ $ 2+ ~ I PROJECT DESIGN: CONNER DRAFTING & DESIGN ANY APPROXIMAT E WETLAND DELINEATION OR I ADDRESS: 108 W. HARGETT ST, APPROXIMATE MEAN HIGH WATER LINE SHOWN
ENERGY DISSAPATOR o w sEw H AT OVERFLOW OUTLE O ~ ~ SEW INLET 3 LE 2s 33' STA 2+57. ~ RICHLANDS, NC, 28574 IS NOT CERTIFIED AND IS SUBJECT TO BOTH
VICINITY MAPI SHOWN ON PLAN I ~ ` O STA 2+27.98 SL E IM 9.33 ' ~ " 9.33 RIM 8'83 -0IA i61n.HDPE I VERT IN ~ 4 X 1 D , 6 RIP RA 1 , INVERT IN 5,93 N RT OU 9 r REVIEW & FINAL APPROVAL BY CAM A AND
9.33 INVERT OUT 5,93 0 ~ 0,0 PROPOSED AND EXISTING CONTOURS SEE DETAI~ PROJECT ENGINEERING: MICHAEL C, GALLANT P.E., P.A THE U.S. ARMY CORPS OF ENGINEERS. J 9 ADJOINERS ADDRESS, 311 TOPSAIL DR.
SUMP 3.93 ~ BUIU)ING SURF CITY, NC. 28445
ROAD AND SWALE DETAILS I 18' OVER LOW PIPE TO BASE ~ ~ SE FLOW 5.34 OF RETAI NG WALL ti0 S 2+75.46 SE LOW
LEPHONE ~ TT TTTTTTTTT7777777 HIVE r N 4,84 WETLAND BOUNDARIES PEDESTALO o INVER OUT 4.84 RI 933546 I PROJECT DESCRIPTION; I ADJOINERS MAXIMUM BUILDING HEIGHT IS 48' INVE T IN 4,84 ~ INVER OUT 4.84 9.33 FENCE RESIDENTIAL 2-STORY MULTI-UNIT TOWNHOMES
=SUMP ~d£ = suMP I ALONG WITH A 3000 SQ. FT, BUILDING FOR USE BY
CALCULATIONS REtAININC WALL-T ELEV=9,00 4+I 31( 4 3+ wro WALL AND SLOPE BREAKS DELINEATE ORAI CE AREA 1 ~4 SEW PORT1 a RESIDENTS FOR MEETINGS, PARTIES, ETC. R. DANIEL RIZZO & WIFE " SEW PoRT1 UNIT SIZE: 3-BEDROOM 1 600 SQ. FT. UNITS
DRAINAGE AREA 3 STA 2+94.48 RIM 9.33 5 STA 2+90.48 JUDITH F. RIZZO RIM 9.33 I LAN
INVERT IN 4.76 VEGETATED BUFFERS I INVERT OUT 4. INVERT IN 4.76 DSCAPING WILL BE DESIGNED BY A LANDSCAPE T
SUMP 4.78 SUMP 4.OlST 4 SEARS DESIGNER AND WILL MEET ALL REQUIREMENTS ITLE SOURCE LANDING SET FORTH BY THE TOWN OF SURF CITY. D.B. 2359 P, 250
9.00 FE FE 9.93 DEVELOPMENT L LC
1111111111111 11111 LOT 2 X9.6 I DB 2296, PG 121 PARKING A5 REQUIRED FOR TOWN HOMES WILL BE R R N
M N T A LAT MEET BY PARKING UNDER THE UNITS 2.5 SPACES D.B. 2359 P. 250 PER UNIT ARE REQUIRED. PARKING FOR THE OUT BUILDING
JAMES & ,oo ~ ~ ~ REQUIRES 6 9'X18' SPACES AS SHOWN. RETAIISNG WALL-TOP ELEVe9.00 SPACES 3 AND/OR
WANDA BAIT wnu EN 9.33 9.33 WALL AND SLOPE BREAKS DELINEATE DRAINAGE AREA 1 4 ARE VAN ACCESSABLE. ZONED MU (COM,)
SED STR~AGE AREA DIMENSIONS Q SA REQU. SA PROV, ~ 9.00 IMENT TRAP ID Np, DB 1486, PG 48 s~°E.BSEBIK (ACRES) (L X W (FT)) (CFS) (SF) ( ) ZONING SETBACKS
SF ~ MB 9 PG 53 9 3 ~ LOT AREA AND COVERAGE: FRONT = 10' TOTAL LOT AREA = 62,972 SQ. FT. (1.446 ACRES) SIDE = 3'
~ W 10' M.B,L. ( RGAL TEMP SED TRAP ,402 6 X 100 1 1,28 ~ TOTAL IMPERVOUS AREA = 40,965 REAR = 3'
558 ~ 600 PERCENTAGE IMPERVIOUS 40,965/62,972 = .650 = 65~
ZONED MU (RES,)
WALL ENDS TONING SETBACKS
L R~ EIP ~ swAt~----BRASS self---~>.~s sw~E--~sRASS swAtE- -BRASS s„;~E--~~ s FRONT = 1 '
` -'Ft31'04125'aW 18#-78' SEDIMENT TRAP STORAGE AREA/ PHASE (ACRES) ,402 - 9.00 5 _ SIDE = 7.5'
NOTE: FLOW VALUES FOR "D" TRAPS WERE 5' SIDE WALK N30'41'40"W 135.00' REAR = 20' MAINTENANCE PLAN
2.57 AND 4.04 CFS. mAXIMUM VALUE IS IN TALL SILT FE EON BOTH SIDE WATER SIR 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY THIS PRELIMINARY PLOT PLAN IS SUBJECT TO 80TH WELL AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CA REVIEW & APPROVAL BY TH LO A
SILT FENCE (LF) C1/4 ACRE/ 100 FT) 811 REFLECTED IN ABOVE CALCULATIONS. FORE TEMPORAR ENTRANCE UNTIL 0000 uPORARY GRAVEL ENTRANCE WELL ALL IS COMP AND SLOPE IS 2' RC CULVERT O Cam, BAY SURFACE AREA IS SUPPLEMENTED BY I ILIZED TO EVENT FILL FROM ~ LESS THAN ONCE EVERY WEEK. ANY NEED SE, E C L JURISDICTION SILT FENCE AND LIMITS OF GRADING ED REPAIRS WILL BE MADE IMMEDIATELY TO
POND POOL AREA, wasHING OUT. TELEVISION GU PEDESTAL SEWER O MAINTAIN ALL PRACTICES AS DESIGNED.
TOTAL STORAGE (ACRES) 2,43 Y ~ rf, PARE MANHOLE 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN LEGEND
1 0 / ~ i ADDITIONAL 2 INCHES OF ~4 STONE TO MAINTAIN PROPER DEPTH, ANY SEDIMENT THAT CC =CONTROL CORNER IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. ECM =EXISTING CONCRETE MONUMENT (FOUND)
DISTURBED AREA (ACRES) 1 ~ 41 n TELEPHONE EIP =EXISTING IRON PIPE (FOUND)
$ PEDESTAL ° EDGE OF ASPHALT 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL EIR =EXISTING IRON ROD (FOUND) INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% EMN =EXISTING MAGNETIC NAIL FOUND
FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO ( ) - LONGER DRAINS PROPERLY. EPK =EXISTING PARKER-KALON NAIL (FOUND)
~ LIMITS OF GRADING ERRS =EXISTING RAILROAD SPIKE (FOUND)
k~. N.C. HIGHWAY 210 & 50 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES MBL =MINIMUM BUILDING LINE GRADING .5 FEET DEEP AT THE FENCE, THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY NMP =NON MONUMENTED POINT
100 R W ASPHA - LIMITS of cRADINc / ( LT PUBLIC} TO MAINTAIN A BARRIER, SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS R/W =RIGHT OF WAY A WIRE BACKING IS USED WITH a FOOT STAKE SPACING. SCM =SET CONCRETE MONUMENT (CONTROL CORNER
- 5, THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF THE SEDIMENT SIP =SET IRON PIPE SI = REACHES 2,0 FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED AND R SET IRON ROD
CAMA PLAN FC • , A PLAN FOR REP A SMN =SET MAGNETIC NAIL CONTROL COR L CED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. ( NER)
SPK =SET PARKER-KALON NAIL (CONTROL CORNER) 6. ALL SEEDED AREAS W1LL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ~ =CENTERLINE
LAND SURVEYING -CONVENTIONAL & GLOBAL POSITIONING SYS THIS BOX DEUNEA - TEMS, MICHAEL C. GALLANT, PE,PA TES THE "aFF ATE _ ACCORDING TO 1HE SPECIFICATIONS IN 1HE VEGETATIVE PLAN TO MAONTAIN A VIGOROUS, DENSE VEGETATIVE COVER,
_ _ HARRIIR Cf11 WI1 TnIAiNIUn~Arc AREA. TuIS AREA IC WCIU11Cfl lu
LAND PLANNING & COMPUTER MAPPING w 'T ' i"•V. DUA 4Ui7U THE CALCULATIONS FOR THE SWALE
SURF CITY, NC. 28445 SURF CITY NC 28445 AND TEPORARY SEDIMENT BASIN, 202 WARLICK STREET PHONE: [phone] OFF SITE AREA IS 9097 SQUARE 1.446 ACRE TRACT ALONG N.C. STABILIZATION NOTES DATE: AUGUST 24, 2004
FEET WITH 4131 SQUARE FT P.O. BOX 1570 R IMPERVIOUS SURFACE, _ONG N.C. HIGHWAY 210 & 50 ALL DISTURBER AREAS VALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE DRAWN BY: MICNAj!:'~-L J. Hit~--I?ZINGi OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND ANY OTHER FIELD BOOK: IND , PAGE: 6
JACKSONVILLE N .C. STORM WATER MANAGEMENT REVISIONS: .C. 28541-1570 TOPSAIL TOWNSHIP, PENDER COUN IDER COUNTY, NORTH CAROLINA UNSTABILIZED AREAS, COMPUTER: WS_6PROD 04-07-
TELEPHONE: [phone] AND EROSION CONTROL PLAN _ / 60J.dwq
FACSIMILE:[phone] 814 N.C. HIGHWAY 21 IIGHWAY 210 & 50 PROJECT NUMBER: 04-07-60
E-MAIL: [e-mail]
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