20072005 Ver 1_CAMA Permit Application_20071129

~~~~~ ~-
~- ~~~,
~s
~'`atic~ R. 00
NCDENR ~~,~'grFR '
North Carolina Department of Environment and Natural Resources ~~~Q~
Division of Coastal Management kcr,,
Michael F. Easley, Governor ~ James H. Gregson, Director William G. Ross Jr., Secretary
EXPRESS PERMIT
November 28, 2007
MEMORANDUM:
07--2005
TO: Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: CAMA EXPRESS Permit Application Review
Applicant: R & Q, Inc.
Project Location: along N. Anderson Blvd., adjacent to the Atlantic Ocean and Banks
Channel, in Topsail Beach, Pender County
Proposed Project: to replace existing wastewater treatment system with a new subsurface and
surface drip irrigation system
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by December 22, 2007. 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]Fax: [phone] Internet: http://dcm2.enr.state.nc.us
An Equat Opportunity \ Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: R & Q, Inc.
2. LOCATION OF PROJECT SITE: Project is located along North Anderson Boulevard, adjacent to the Atlantic Ocean
and Banks Channel, in Topsail Beach, Pender County.
Photo Index - 2006: 25-6586, K-N, 7-10 2000: 25-326, K-N, 15-18 1995: 25-308, J-M, 5-8
State Plane Coordinates - X: Y: Rover File: P-112714A
Lat:34°22'53.20" Long: 77°36'35.44"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/24/07, 11/27/07
Was Applicant Present -Yes (Agent)
5. PROCESSING PROCEDURE: Application Received -completed 11/21/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Topsail Beach
Land Classification From LUP - Developed/Business
(B) AEC(s) Involved: OH, HHF
(C) Water Dependent: No
(D) Intended Use: Residential Condominiums
(E) Wastewater Treatment: Existing -Subsurface drip irrigation
Planned -Subsurface drip and surface drip irrigation systems
(F) Type of Structures: Existing -Tennis court, condos, parking areas and wastewater collection/treatment
system
Planned -Replace wastewater treatment system
(G) Estimated Rate of Erosion: 2.0 ft/year
Source - LTAASCR 1998
7. HABITAT DESCRIPTION:
[AREA]
ran ~r~r_~r~ ~Tr r ~r~ nmu~n
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
(C) Other -High ground 87,120 sq. ft.
(1.8 acre)
(D) Total Area Disturbed: 87,120 sq. ft. (2.0 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes, however R & Q basin is Closed
8. PROJECT SUMMARY: The applicant proposes to replace the existing wastewater treatment system with a new
subsurface and surface drip irrigation system.

R & Q, Inc.
Page Two
9. PROJECT DESCRIPTION
LMG, Inc. on behalf of R & Q, Inc., has requested that the attached application be processed under the Express Permit Review
Program.
The applicant's project is located along North Anderson Boulevard, between the Atlantic Ocean and Banks Channel, in Topsail
Beach, Pender County. To find the property, take Highway 17 North from Wilmington and turn right on N.C. Highway 50
(approximately 30 miles from Wilmington). Head east on N.C. Highway 50 and continue south toward Topsail Beach. The
property will be located on the eastern and western side of North Anderson Boulevard (NC Hwy 50), approximately 4.80 miles
from the intersection of NC Hwy 210 and NC Hwy 50.
The project site is approximately 16.0 acres and consists mostly of high ground with a strip of 404 and coastal wetlands located
along the northern property line. Existing structures located on the property include a condominium complex, wastewater
collection/treatment system, tennis court, parking lot and swimming pool. The property ranges in elevation from 3' to 14'above
Normal High Water (NHW). The portion of the property where the applicant proposes development is cleared with little high
ground vegetation, except for sparse lawn grasses, cat briar, beach grass and Sea Oats. Redevelopment is proposed within the
approximate boundary of the existing wastewater treatment system. The upper limits of Coastal Wetlands, Normal High Water
(NHW) line and the first line of natural stable vegetation were field verified by staff from the Division of Coastal Management
during July 2007. No development is proposed within the 75' Area of Environmental Concern, however, redevelopment is
being proposed within the Ocean Erodible Area of Environmental Concern (AEC) and the High Hazard Flood AEC (as
indicated by Zone VE (elevation 14) on the Flood Insurance Rate Map). The High Hazard Flood Area (VE Zone) associated
with the subject property is contiguous to the Atlantic Ocean.
The long-term average annual erosion rate in the vicinity of the property is 2.0 feet per year and the 100-years storm recession
line is estimated at 150', giving a total Ocean Hazard AEC of 270'. Floodwaters during a major storm event are predicted to
reach approximately 14' above Mean Sea Level.
The water of Topsail Sound, which is located immediately adjacent to the project site, is classified as SA by the North Carolina
Division of Water Quality. The area is NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries, and according to maps provided by the Department of Environmental Health, Shellfish Sanitation Section, the area is
OPEN to the harvesting of shellfish.
PROPOSED PROJECT
The applicant proposes to replace and upgrade the existing wastewater treatment system serving the Queens Grant condominium
complex. The work proposed would be limited to the sound side of the property, roughly within the same footprint as the
existing subsurface wastewater treatment system. The current system is in danger of failing and the applicant seeks to remedy
the situation in the immediate future. Proposed development would include the installation of seven, enviro-filter storage tanks
along the western side of the subsurface drip irrigation fields. The tanks (10' x 70') would be installed beneath the ground
surface, resulting in high ground excavation. Material removed from the excavated "pits" would be used to backfill the areas
once the tanks were installed and to create a raised bed for the subsurface and surface drip irrigation fields. The drip fields
(measuring 50' x 550') would be located along the western side of North Anderson Boulevard, just within the 270' Ocean
Hazard Area of Environmental Concern (AEC). In addition to the tanks and irrigation fields, the applicant proposes to construct
two buildings, one housing the de-nitrification unit and the other housing the electrical and generator. These two buildings
would also be located in close proximity to the 270' Ocean Hazard AEC. The applicant states that because the sewer mains are
located on the western side of North Anderson Boulevard, no development would be required within the 120' Large Structure
setback.

R & Q, Inc.
Page Three
The applicant states that he is in the process of acquiring authorization from the Division of Water Quality, Stormwater Section,
the Division of Land Resources, Sedimentation and Erosion Control Section and the County of Onslow, for stormwater, land
disturbance and sewer approval, respectively. The applicant has, however, received approval from the State ofNorth Carolina
for the surface drip irrigation system.
10. ANTICIPATED IMPACTS:
The proposed development would result in the disturbance of approximately 2.0 acres of high ground. No impacts are
anticipated within the 75' Area of Environmental Concern, "404 wetlands", Coastal Wetlands or open waters.
Submitted by: Jason Dail Date: November 27, 2007 Office: Wilmington

Express CAMA Major Permit Application
Queen's Grant Wastewater System
Project Narrative, October 2007
Queen's Grant is an existing residential community located in the Town of Topsail
Beach, NC. The subject property is approximately 16-acres in size, is located along
HWY 50 or North Anderson Blvd., and abuts Topsail Sound. Three man-made canals
exist on the property and are bulkheaded with boat docks and an existing boat ramp.
Existing condominiums and a pool are located on the western side of the property. An
existing subsurface drip field and waste treatment plant are located on the eastern half of
the property. An adjacent parcel on the ocean-side of North Anderson Blvd., also
contains condominiums which are part of the Queen's Grant community.
Work proposed in this CAMA application is the replacement and upgrade of the existing
wastewater system that serves existing condominiums on both the sound-side and Ocean-
side parcels. All work proposed in this application would be contained within the sound-
side parcel. Topsail Sound along the Queen's Grant property is classified SA by the NC
Environmental Management System and is open to the harvest of shellfish. The existing
wastewater system is in danger of failing in the short term, and this application seeks to
replace the system and prevent any failure, particularly with adjacent open shellfishing
waters. The new system would be both a replacement of the existing system and would
create new capacity for any future development.
The system would be located on the sound-side parcel in the approximate location of the
existing system and within an approximate 2-acre area. Work would be partially located
in the Ocean Erodible Zone AEC but would be outside both the small and large structure
setbacks. The system would contain surface and subsurface drip fields and enviro-filters
and storage tank arrays. Re-circulation tanks will be partially buried, with a fmal
elevation of 13' MSL. The subsurface drip field will be approximately 6" below ground
surface. A maximum amount of material that would be excavated to install the tanks was
estimated to be 2,240 cy. However, with the tanks aze partially buried, this volume will
be less. All excavated material will be kept on the Queen's Grant property. A de-
nitrification unit and a generator will also be installed and will be the only components of
the system which are above-ground. No new lines to the condominiums on the Ocean-
side of North Anderson Blvd., will installed. The current lines under N. Anderson Blvd.,
were installed in a steel case. If any repair work to those lines is needed, the old sections
of pipe will be slid out and new pipes placed inside the steel case.
Application for all other necessary permits is underway, including application to NC
Division of Water Quality for approval of the system and Sedimentation and Erosion
Control. No Department of the Army (Corps) Permit or 401 Water Quality Certification
is thought to be necessary as all work will be replacement of an existing system in
upland. ~ ~ ~9 ~ ~(~ ~j
O J~ v Jl:d
Nov 2 ~ zoo7
DIVISION OF
~,naSTAL MANAGEMENT

~~ ~ 07-2005
DCM MP-1
APPLICATION for
M2~jor Development Permit
(last revised 1?J27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name ('rf applicable)
R & Q, Inc. Queens Grant Wastewater
Applicant 1: First Name MI last Name
Craig Quinn
Applicant 2: First Name MI Last Name
N/A N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
526 Works Farm Warsaw NC
ZIP Country Phone No. FAX No.
28388 910-293-3524 ext. 910-293-4058
Street Address (d different from above) City State ZIP
same -
Email

2. AgenbContractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name COASTAL MANAGEMENT
Laura Stasavich
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. - - ext.
FAX No. Contractor #
910 452 0060
Street Address (d different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403 -
Email
Istasavich@Imgroup. net
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Pender N Anderson Blvd HWY 50
Subdivision Name City State Zip
Queens Grant Topsail Beach NC 28445 -
Phone No. Lot No.(s) (rf many, attach additional page with list)
910 - 293 - 3524 ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
CuPt F~Gt i/ man-made canals/Topsail Sound /Atlantic Ocean
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 Topsail Sound /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.
Town of Topsail Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
N/A Proposed work is upland work within Ocean Hazard -- 16-acres
AEC
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) Average 5' ®NHW or ^NWL
e. Vegetation on trail
Property is maintained in a mowed condition with typical grass and herbaceous species.
f. Man-made features and uses now on tract
Three man-made canals with boat ramp and docks in canals. Existing condominium
g
~
wastetreatment system with sub-surface drainfield and treatment plant bldg.
.I.L~J
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential DIVISION O F
COASTAL MANAGEMENT
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes jZJNo ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ~No ^NA
ert
ro
?
li
ible
li
t
~
~
d
l R
i
y
g
p
p
or e
ster
s
e
eg
Nationa
t
~ I~'lL „/C/ dO~S ('~ ~ rY
ri; r t.F ~ ~-- ~-'t w ~1 t ~
<Form continues on next page> ~_ ct,~-ltd ~~ ~~
~ry~«,~- ,

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®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. ~ ~p
Existing subsurface drip field and treatment plant. ~ ~ ~ ~ \\1
,
o. Describe existing drinking water supply source.
municipal VISION O F
p. Describe existing storm water management or treatment systems. COASTAL MANAGEM
existing development pre-dates coastal stormwater management regulations
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliGGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this CAMA Major express permit application is to authorize installation of a new wastewater treatment system
to replace the existing system. The existing drainfield will be abandoned.
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.
Heavy machinery will be used to nstall the proposed envirofilter tanks and associated structures. Equipment will be stored
on upland portions of the site when not in use.
d. List all development activities you propose.
Installation of wastewater treatment system with surface and sub-surface dripfields, re-circulation tanks, pumps, generator,
and de-nitrification unit.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both-would partially replace existing
system and increase capacity
f. What is the approximate total disturbed land area resuRing from the proposed project? ^Sq.Ft or~fAcres
~ ~rxt.~s
S
~,
-
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges are planned.
i. Will wastewater or stomtwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j. Is there any mitigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
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) - (t) are always applkcable to any major development application. Please consult the application
instruction booklet on how to properly prepare the n3quired 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 Ewing Pollock et al Phone No.
Address P.O. Box 471, Waynesburg, PA, 15370
Name George Matkins et al Phone No.
Address 11908 Pilot Country Drive, Spring Hill. FL, 34610
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.
None known.
h. Signed consultant or agent authorization form, 'rf applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by properly 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 ~
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 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 30 October 2007 Print Name Laura Stasavich
Signature ~g~ ~
~" ~ il!
Please indicate application attachments pertaining to your proposed project. ~ ^ O 1L
^DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts ~ ~ ~ ~
®DCM MP-3 Upland Development ~ `~
^DCM MP-4 Structures Information ~ ~ ~~
~ ~
~ QQ
ti
o
o~

. ~ ~~~~ V
Form DCM MP-3 NOy 2 1 207
UPLAND DEVELOPMENT COASTDAjL~MAONAOF
(Construction and/or land disturbing activities) G E M E N T
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 inGude all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A
1 buidling for generator, on a raised platorm to meet FEMA
requirements. 1 building for de-nitrifigtion unit.
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.
N/A -all units are existing Approximately 2-acres
e. If the proposed project wilt 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 Only impervious cover proposed will be de-nitrification
activ'dy begins. building and generator building-materials to be concrete or
(i) If applicable, has a sedimentation and erosion control plan been similar.
submitted to the Division of Land Resources?
®Yes ^No ^NA
(ii) If yes, list the date submitted: submitted by Coastal Site
Design
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious andlor built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Cert~cation.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ^No ^NA
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to tie used for vehicular driveways or parking.
new impervious cover will be de-nitrification and generator
building to be approximately 1,000 sq.ft.
Describe proposed method of sewage disposal.
Proposed wastewater system is the subject of this
application. Proposed surface and subsurface drip
irrigation with envirofilter re-circulation tanks.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriaU
commercial effluent, `wash down' and residential discharges).
No direct discharges to waters proposed.
(ii) If yes, list the date submitted: _submitted by Coastal Site
Design --see Project Narrative
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ^No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
municipal system-existing
o. When was the lot(s) platted and recorded?
~~~/~~
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ®No ^NA
~?d ~~ LUU 7
Date
Queens Grant Wastewater
Project Name
R & Q, Inc.
Applic ame
~~,~,rs- acf~f- l,G~~' ~K,~.
nt Signature
~~
,~~~
L.~~
~~~ 21 2007
DIVISION OF ENZ
COASTAL- MANA~,EM

t
~-
~:,
~~
- S ~,
~~ ~ ~~~ ~~
_ ~ ~"~ s' -
.~ .
~~
:~ .c ~, v J
~~_~;
F3 ~,,:. -
-> _
~K, SITE
;:
,`
,.
• ~"_.
~}~f~ , ~~
'1^`, I I ~ A ~ 111i~~~
U lSrV
Nov 2 t zao7
pIV I M~NAGEM~NT
~ COASTAL
SITE
Map Source: DeLorme: North Carolina Atlas and Gazetteer, 2006, p. 84. SCALE 1" = 1 mile
Land Management Group, lnc. CAMA Major Permit Application
Environmental Consultants Queen s Grant Wastewater
P.O. Box 2522 A alicant: Mr. Crai Quinn
Wilmington, NC 28402 VICINITY MAP -~ 9
910-452-0001 Location: Topsail SoundlAtlantic Ocean, Pender C
c.nf~ # 30-02-407 Date: 8/24/2007 Sheet 1 Of 1
~~ - _
,,~:e~..
_ ~ -
~ ~.
<~ ~,t~•
~~
~ a3e j '
.~ -_
_.__ _.,
~~ ~ ~ ~~
~~
;~ ypcaur+,~,•o y,y
i 9-L
pG~\
__ C~ N+11 ~~~~
;.~

~ ~ '' .- :
rte' ~, , "" ` ~ 'Z, r. ~ ~ '
.,~
ss.
.+.. ~ .. ,,,rte ~ r
,,
< -.
,~ ,
_. w
~ _ ., -
~. S s- ;~ ~
••
.,~ c
,,
7
..~
. ,fi ~„ i-
~ "~ [",' 'fit '~fi...--`'~ r~" ~ ~ ,,/'
t~~ r ~ i ~~ ,f ~
~~_ ~ ~
~ $,:
~ ~ y ~'
'`
`.~ ' - ~
:~,
,r ~„
- ,~-
.
~~ - ~ ~ - .
ti. `~. O ,j
r
~i
{ ~ t ~ '~
d '~ ~
~~
r i ~ ,.
~r ~ ~~- y
~~:. -
' SITE
- .~ ,,
. .
r
~. - ~i
. ,.
$ ~* .aS ~ -
f{ 4`s+r_ t
~* ~ ~¢ ._
~~
~~ f .
~ r
~~ V
NOV 21 200
DIVISION OF
CpggTAL MANAGEMENT
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants Queen's Grant Wastewater
P.O. Box 2522
Wilmington, NC 28402 TOPOGRAPHIC MAP Apalicant: Mr. Craig Quinn
910-452-0001 Location: Topsail Sound/Atlantic Ocean, Pender C
~n-f~ # 30-02-407 Date: 8/24/2007 Sheet 2 Of 17

Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
CAMA Major Permit Application
Queen's Grant Wastewater
1998 AERIAL PHOTOGRAPH ~Aoplicant: Mr. Craig Quinn
Location: Topsail SoundlAtlantic Ocean, Pender
LMG # 30-02-407 I ~ Date: 8/24/2007 Sheet 3 of 17
DIVISION OF
'OASTAL MANAGEME SCALE 1" = 500'
Map Source: 1998 Aerial Photograph; Pender County.

Queens Grant N
Wastewater Express 1" = 200'
CAMA Major Sheet 4 of 17

a, __--__ ______ _____ ________PmposedGrade l3'
10" _ ----
4'
N~( _ _ _ _ _ _ _ _ - - - - Exisfing Grade +1-9
----------TA
6'
* TANK DIMENSIONS NOT TO SCALE
120' Large Structure
Setback
60' Small Structure
Setback ~
First Line of Stable
Vegetation ~
Approximate MHW at
Ocean ~ ~
Existing Surface'/
Sea Leve! -- A' _ __
ATLANTIC OCEAN
LAMA Mayor rermn ~NPuwuvi
Queen's Grant Wastewater
Land Management Group, Inc.
Environmental Consultants Typical A Ipa icant: Mc Craig Ouinn
P.O. Box 2522 Cross Section o ti n:Topsail SoundlAUantic Ocean, Pender Co.
Wilmington, NC 28402
stoa5z-ooot -,;,.P. ~oizoo7 Sheet 10 of 17
270' Ocean Fiazarb
AEC Limit
75` Coastal
Shoreline AEC
404 Wetland i
Coastal Marsh Limit
Y AXIS SCALE
1"=10'
* THIS MAP IS NOT ABSOLUTE AND IS
MEANT FOR PLANNING PURPOSES.
MHW by Vegetation
per DCM staff
~
=-- ~
w
,
~ ~w
OQ
Z
N
__~___________~ .~- Z
0Q
A ~ N cn ~
> >J
V~ Z O {~-
Q
0
X-AXIS SCALE
1"=80'

A9TOMERIG SEAL ELEMENT
MODEL (C, 1. 5-3T8, 0, OS-716. T)
BOLT
PRESSURE PLATE
OA51 /CORE DRILLED HOLE
TANK WALL
lS UedY God BameN 6MWIw Prcmee %Y
C EPW ISbckl zsKan,maswo Go9e0G10m filed SGI RridoaG NAOn RA~m
L 6Pan lel . tine o4vd~tlmeNC CwbL Ca'OOn Sbel Shc AwOOtuE HMm Pohna
a Nede z ad+ee.wo woeama tes sml mn w.+aceO NMOr,PAm~x
T 91mrc Z Olyemupp,eedc Gen9 Gbon5Ml Bdl SYn2M1ICaPeomsW
ICLOMS316 r mood aaYOn I ~165p,iess Sled R^Mmoea Mlc^FeMev
Sree~ MWtl oe<a~ anew
cs GatwrlBe 9esx ~
Y~ A IWee Sleevn Skd
FOi MiMNP,weM F,Wnnllen IkreWro nexwlNHW am
4UTAh~ACNROLBY PoPEUNE SEAIak INOSUUTOR,~INC~ WALL OPENING
HOUSTON, TEXAS. U.S.A, TEL. [phone] E-MAIL• INFOBPSIPSI.COM
PIPE PENETRATION SEAL DETAIL
.D
~ELEV = 1J.]~ MSL _ _
~~ d•-Dn
1
i
i~ /
E%ISTING GRADE ,_ _
voles 8.0 l0 9.0
2 ROWS OF BUM RUBBER
SEALANT IN ALL GROOVED
NOTES JOINTS (typkal)
COkTRACTOR SHALL INSPECT TANKS AND VERIFY INVERT ELEVATONS
PRIOR TO INSTALLATION OF TANKS.
LOCATION Cf CONTROL PANEL MAY VARY BASED ON ROUTING
OF P014ER SUPPLY. LOCATION TO 8E APPROVED BY CARTERET COUNTY.
FLOAT S'MTCHES SHALL BE FIELD TESTED i0 INSURE PROPER
OPERATION AND SET-POINT.
INCLUDING RISERS, SHALL BE DEMONSTRATED TO BE WATERTIGHT BY A 24-Hg1R
ALL TANKAGE
,
HYDROSTATIC LEAKAGE TE51 CONDUCTED AT THE INSTALATION SITE PRIOR i0 SYSTEM STARNP.
LEAKAGE SHALL NOT E%CEED 20 GALLONS PER TANK (1/2 INCH DROP IN WATER LEVEL)
`\ INV ~ 0 B2, MSL
E7cCES51YE LEAKAGE SHALL 9E CAUSE i0R FAILURE OF THE WATERTIGHTNESS TEST, {~-
gAL RISER SECTIONS AT EACH JOINT USING ELASTOMERIC JOINT ffALER. ~ELEV - 0.00' MSL
gAl CAST IRON RING TO RISER USING ELASTOMEAIC JOINT SEALER AND BOLTS.
All EXPOSED NUTS, BOLTS AND fAB7NERS SHALL BE 300 SERIES STAINLESS STEEL
CONTRACTOR SHALL PRDNDE T-HANDLE FILTER SERNCE EXTRACTOR FOR ZABEL RLTERS.
PRDMiDE A MINIMUM OF 6-INCHES Of N0. 51 STONE BENEATH EACH TANK.
CONTRACTOR SHALL LEVEL STONE BEDDING PRIOR TD SETTING TANK.
PUCE BACKFtLL AROUND TANKS IN UFTS NOT EXCEEDING 12-INCHES.
COMPACT BACIfFILL TO 858 STANDARD PROCTOR USING A NBRATORY COMPACTOR.
PROTECT TANK CURING COM?ACTION. FlLL WITH CLEAN WATER IF NECc55ARY.
CONTRACTOR SHALL GRADE AREAS PROXIMAL TO LANK RISERS, VALVE BO%ES AND METER
VAULTS TO PRONOE POSITIVE DRANVACE AWAY FROM THESE POTENTIAL ENTRY POINTS.
CUTLET AND INLET PIFE PENETRATIONS SHALL DE BOO7E0. BOOTS CAST IN BY TANK NANUFAC NRER
HOOTED CONNEC110N5 SHALL BE COMPLETED USING STAINLESS STEEL PIPE CLAMPS.
CpIFORM i0 RECOIREMENTS OF ASTM C-923.
CAMA Major Permit Application
Queen's Grant Wastewater
Land Management Group, Inc.
Environmental Consultants WASTEWATER SYSTEM A IDp icant: Mr. Craig Ouinn
P.O. Bax 2522 DETAILS G
Wilmington, NC 28402 Locaiion:Topsail SoundlAtlan6c Ocean, Pender Co.
910-452-0001
Lrnc a 30-02.407 Date: 10!2007 Sheet 17 of 17
2D'-4'
PLAN VIEW
THE CONTRACTOR SHALL VERIFY FINAL TANK ELEVATIONS
PRIOR TO ORDERING THE TANKS. COORDINATE WORK
ON 1HESE PLANS WITH WORK SHOWN ON THE SITE PLANS.
EJIW MODEL 4-7384-2
HD RING k COVtR
CAST INTO 70P GF TANK
/ 15,090 GALLONS
Mn~l,re~w~ee ev
Blackwelder Tank Service, Inc.
121 Btanton H01 Rd.
Carthage NC 28727
Phana 919 - 118-5T8
Fu 919 -775- 2229
elm..le„ lal ~,,,
MIS PIPE AND PIPE PENETRATION
EO BE OMITTED FOA TANKS PUMP
GNNS N0. 6 ANO N0. 7
EJIW MODEL V-1384-2
HG RING k COVER
CAST INTO TOP OF TANK
•^PRONOE 9UM RUBBER SEALAN7••
RISERS AND TOP OF SANK
"'t
LINKBCAL C-40O-5316-9
B" 0900 PVC PIPE PIPE PENETRATION SEAL
FOR 8" C900 PVC PIPE ~z
(I ypicol of 2 per tank r..~
SIGHTF.N FROM 1H6 SIDE -.~ _
. .. '' ~_. ~ ._ j

PROVIDE ANTI-FLOTATION
COLLAk
~~
LI.i

~ LL W
Ci ~
t=j c°v Z Q
O~
CV (
n
/~
~~
~
O
~
40'
28.5"
28.5"
g,-O.
10'-4"
6"
END VIEW
28.5"
40'
B" r-
v V
~. _
~ O "a
Q ~
(LI (JI J
I~ ~ ~N
/ ~ Q
z
H
~~o~,~
~~~ i
~ U~~
:~zxlw-<
oa}~
Z ~ z N
W
WQ`.C' Wr
m
'~aIUQ
~ Ww~
Zw~W
aQ~
~ O ~ ~
EI (n Q
i
z~
08
0
O
I
n
IIllllo
0
z
N
a
n
oQ
o3w
W~~m
r[ 4
WUnm
U 0: W ~
2 ~ .01.
hZW„
ZZ
y0=~
o EDa
to Z
h ~
J_
't ~i1~C\\ yV"
' ~.
IR07
ELEVATION VIEW
FINAL DESIGN
NOT RELEASED
THE CONTRACTOR SHALL USE EPOXY COATED DUCTILE IRON PIPE WHEN J6-INCHES OF COVER FOR
CANNOT BE PROVIDED OVER THE PIPE, CONSTRUCTION
* Scale has been Reduced from
original and is now 1~ = 2.285'
-~
SCALE 1" = 2.285'
GRAPHIC SCALE
I NIA :`i om
© 2007 HAGGETT ENGINEERING ASSOCIATES, INC.
DRAWINGI
Ce7e3
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.

~o' xxr rrt x/ ~
usu*+r Ctw
t0 slMr .II
ELEVATION VIEW
N
N
~a
(] Z m
D.'J mN
W~Qro
6
w mn
JGroM
u~ir°
=O...m
~=wx
i = ~xq(
N ~ S
o(g 4
~2
~~
J
S
Land Management Group, Inc.
Environmental Consultants WASTEWATER SYSTEM
P.O. Box 2522 DETAIL TANK 4
Wilmington, NC 28402
910-452-0001
LMG # 30-02-407
SECTION VIEW
ENVIROFILTER DOSING TANK • TANK 4
CAMA Major PermitApplication
Queen's Grant Wastewater
A lay icant• Mr. Craig Quinn
Location: Topsail SountllAtlantic Ocean, Pender Co.
Date: 1012007 Sheet 14 of 17
NOTE: fOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
N
Q ~ 11 w
)45 high Street, Suite 230
Westwood, MA 02090 ~i ~
Qi ~
~ ~
m
Phone [phone] 'J d J
Z
z] , o
~
~p ~
~ U W
~1QF }
~ Q
~~a
wwz

W
~ ~

~

y
Z
~ ~
W
~ m
HM PV[ w/ C~9"i4g1 A[921.N1
fMC iw 10 AVHY.MNUNii QI
w W
I"- W
Y
z~ ~ w u.w
.a ~ ° n,. 0 C7
~
~ ~ ~ Z

o3a
~ k
~ N
Z
O

_ PROPOSED GP.DE
o
i
O
=
,r.
Q
~ (~
j ~~~f-~
~~'~yy
Q ~ ~
~
^^
Z I
W
O J
~
Q
a ' ~ C]
L
D
0 _.JLI U
I~!.._J~
Z
~
~ ;

0
0
IYIEi iNVFAI ~
U
W

~` :~wm vrtn y .A.~

r ~., ~e~.,, n„a FINAL DESIGN
NOT RELEASED
FOR
CDNSTRUCTN)N
GRAPHIC BCA1E
I
1
~-~
.r-r
--~1
~~
©2W7 HA6GETT ENCINEERNG ASSOGAlES, INC,
* Scale has been Reduced from
original and is now 1" = 8'
SCALE 1" = 8'
~~Kjl>~~~
`l ~j~j
• II~efl
~'~ ,.~'.e.~lV,?
ORA'MNG: N~~
C.3.4
PLAN VIEW
rouma .• wit nre wd

e' ~xr prt x/ mumar
561M'1 FIFEIRIC fAN
v aw~x xw ro uet
h
s
e' sa. m vac rux¢
C SCX.W PK P'Y[

,f t PLAN VIEW H 1
]P Pd.ttOn fONFR ~ F' sFNY PPE wiM
B' Yxr PMF ,Rix EPfMM f4RR
uses rtrtx rNronnan
IIµiJ d 5)
z1' P0.T.M PoSFA
xAnxmrt
~„~ Iha.a m s) w.-siwP .r..x.
I
r-r I I
I I
s
745 High Street, Suite 230
west«ood, ua G2GeD
Phmr. [phone]
wrt o-e po)-4G6m
~•, Feui+~E PM in w~PnT ~ ro ini r
6"hN PPF MIH
C/ABgV IILRR
_ _ _ _ PROPCSE~ CNME
___
uNU~ iNJERr
,. ~
--a-t~4-~..I-~~4~14L--t.~~l! 444~F-!_e_-!~" i " I~F~~L-°,..~IL ~~ r I 'k
S! y r.n' y r.r ~L--- r-n' ~ f-t ~ .'.Y 1-- r-! ~ P_n• _.L.-~ nY ~ r-ir ~ A'+'
ELEVATION VIEW
S' SEN. Nn PIS PRE wig w~
wPn?~ ~ WE iACll CF. m9NG wi~d-
/ IS's„.O pK mE /xonsLL
OIe.Y yPPP fmAY L f bl .> PK P.F 9R,, xoII,[ p N /
~>;.r,l~r~ ~~ A-~,w.MMn amrrx~,Eim on,~M:Y~~
xe sour xotn[ N
.,.,«aPr„,e
gnArrwnFP ______________.
.____________________________________________ ___ sPxw
,paL PILRa xLdA (Y pFPW)
, I I I ~ i
'i i i it ~ mu¢t55 I I i
I , I I ] I mw ~ 1 it
I ~ I I I I I
I ' , , i i
I i I i I I i I
~ II
t ,I !-P ~ ,-C .Y (d ~ r1 .J.- .'.Y I .-0' ..P Y 0 ...P ...4- ../ -
~~pA55 %PF
e' rleFacFPSS ruxa
SECTION VIEW
ENVIROFILTER RECIRCULATION TANK -TANKS 2 8 3
Land Management Group, Inc.
Environmental Consultants WASTEWATER SYSTEM
P.O. Box 2522 DETAIL TANKS 2 & 3
Wilmington, NC 28402
910-452-0001
LMG # 30-02-407
CAMA Major PermitApplication
Queen's Grant Wastewater
A Ipo leant; Mr. Craig Quinn
Location: Topsail SoundlAtlantic Ocean, Pender Co.
Date: 1012007 Sheet 13 of 17
'I i ~ c~mnamm nn
I
, II ~JrKT
I
II it
,-e --..4 .-S ~ •d ~ n ~ niPwmmri~xV~
Y ~~~ 1 r,.Pwu~w FINAL DESIGN
NOT RELEASED
fOR
CONSTRUCTION
GRAPHIC SCnl.6
4 4 t
Q~
1 nelA ~M.
© 2G07 NAGGER ENGWEERING ASSOCIATES- INC.
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
* Scale has been Reduced from
original and is now 1" = 8'
Q
SCALE 1" = 8'
W ~
~ ~ <
q~r+

y
~ ~
O w
U
N
~
~ Z
w
~ O O
y Q ~-I
~i rnU
W ~
~
~ ~
g
~oF ~ o Z
~
n rn o •- ~
w z W H tIJ
~Qx
~a¢ Q
w Y
o ~ >
~ o -
~ W
~ a
`~ x
w ~ Z n
z Q =
a
C~ Cn 3
H ~
~ ~ Q
0
rno ~n ~ U
F
p u
0
z
U
I p
VI
7. N
N m
Q Q4
0 ~Jm~
0
W m
~4
a
LI .JlU~M
~ U~m.°-
W SD'.,°:
Z ~ ZX
Z
Z NO=u
W MZLL
W n ~_
tl ;
Q
I
*'`'.
` ~1H ~i .
~~x~,~
cn : '=_
~yjQ(f~j'~/rmz
DRAINNG:
_C.3.3

PLAN VIEW
ELEVATION VIEW
3 Stlt N Pet vA'L ~
,~ E.Tir LWE IAOM [3. CCLxC ~ ~~
tAw p
~., ~.. I °~,i~
xonls i.r ecx u..c Prt .omi r w. M ~ , Ma..4.K fsE u~ ea. e.s nrE
SnAr Mo-1I N m ppn ALIDi R m
N ~ ~ H w„ mat n m /~ jw[tlt slur Pomc u Ww~r 1u~in[ ~ ~a n
sPAA. wau a -,•,~ way N
1' PfeflIX ENAw9W AMR _______________________________________________
------------- ------------------------------------------- -
./ S1AM1£A SRA EASINERS Rlq Y[AA CT CO1N) u9oID1 FlLiW 4EW 12' sEPni1
A' C90e Pk PPC F
fRM AAwAaT tAWx51 _

' ne[RCIASS IINIR it i

I II
~ i ~

~ '
I i .
I

II

I .

I
I I

,I

I i

~
I IYnbAII
I ~ ;

I ; n..nAU

~ Cw
i ; L

I I
I I ~

1

I
I
I I '

~
I

l' np[PpA$5 PIPE I I II 1
I I I I I ! I I I
TnP ~ T.C ~ M ~ f e.p ~ fd ~ ..Y ~- !-c -~ Pd i I 1 I
1 I I
46 -- T-d ~ r4 ~ r.Y - 1 ~ ~
I I
.4 y t.f ~-~ i+l - n
sECnoN wew
ENVIROFILTER RECIRCULATION TANK • TANK 1
-.
745 High Sireet, Soile 230
Weslwcod, A<A 02090
Phone: [phone]
SM 0-6 (10'}S0000
M FIP[ W/ CUNCSICY AFASi1M
[Cimf fPN i0 SLPRT 114 i0 LMn
_ vPOPOSEII CPACE
OUILEt IMIEVI
~ J
Q d' li. w
Qi' O a
~~SNI
a ~ W
~.,pa ~'a
~ ~ U u "
C'SOH~"o
~ ~
O
WWZW
wQxQ>
~6QWm
fu
Z~~~
Q=
a~°
~~w
~t rn ~- k
~ L4 (~u
O I
E z
C o
II II II it I
__ - I p~'
,U I n ~ W
? N
W ~ ~ lL w
°aa r•. ~~
p CZorv Q
D °° " d
y ~Q44 ~ N OZ
Z oUE~vS ~ r _CQC
~ ~ ' N (n G
U y'rn~
W I D .'.m.
w r 2 W~ J
_ ~2
z "0=~ Z ~~-
w °nza ITy ~
ama 4•wm+Nxf = ~ ~ O
FINAL DESIGN ~ ,
rmWa wa ~. "!
NDT RELEASED ~~m qr...'~y?
FOR _ sE¢
CONSTRUCTIDN '^§~j,{7,n/» _
r xrn
iN Aan DRAINNC:
I`..'..' C.3.2
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
AMC # 30-02.407
CAMA Major PermitApplication
Queen's Grant Wastewater
WASTEWATER SYSTEM A Imp icant: Mr. Craig Quinn
DETAIL TANK 1 Location: Topsail SoundlAtlantic Ocean, Pentler Co.
Date: 1012007 Sheet 12 of 17
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
* Scale has been Reduced from
original and is now 1" = 8'
SCALE 1" = 8'

TANKN0.1
PLAN VIEW
,~a~.~_~,.,
u~~~~~~
NOV 2 t 22(102
nlvlSiON OF _
WN
d J a
Q d L~ w
~_ N
~ O
1
Z
z
W
Flo r
a
~i (~~ Wo
C.`JO F~'L
~~~' ~
O
Wwzw
~QxQ,
'~~ 6 W
~~~
a;
zap,
~QW
R! Ul F- I
~ Q ~
ho
IIIIIIz
"-' - (lp4al b Z1 lPUtur4 nai un 1
t' flL4i-Wi n/
Ilplctl al Z) (pefmna, nol OWY)
NOTE: FOR ENVIRONMENTAL PERMITTING
ELEVATION VIEW ONLY. NOT FOR CONSTRUCTION.
Land Management Group, lnc. WASTEWATER SYSTEM
Environmental Consultants DETAIL FILTER
P.O. Box 2522
Wilmington, NC 28402 TANKARRAY
910-452-0001
lMG # 30-02-407
CAMA Major Permit Application
Queen's Grant Wastewater
A lop icant. Mr. Craig Quinn
Location: Topsail SoundlAtlanfic Ocean, Pender Co.
Date: 1012007 Sheet 11 of 17
rER TANK ARRAY * Scale has been Reduced from
original and is now 1" =12'
SCALE 1" =12'
FINAL DESIGN
NDT RELEASED
f0R
CONSTRUCTION
CkAPMC SCALE
t• ~»
,~.,.,~
©2007 HAGCETT ENGINEERING ASSOGATES, INC.
2 a
i N a
H N
Q Q Q
0 ~JmNI
w c7Q44i
Q jUtom
t7 J=o~^
Z U~m~
W I 0 ,. Q-
W ~'=W.~
z
Zzx
Z NO=LL
w Mza
W N ~_
Q
.~~`
111111111111r~t
t~ /~,,i
°~g~~wg,
T. c
- '
~~~~
DRANING:
C.3.1

Jpland Excavation for Tanks:
:stimated 5,040 sq.ft. area for all 7
auks.
:stimated excavation to a depth of -12'
>elow gs.
.stimated excavated volume of 2,240 cy
`or all 7 tanks.
rw~WGc
rMt rr
~~
E 'AE'
• 1141)
1 ~~
~~
~~ ~ ~~
OJ ~p ~P
~ ~J\~~P
P~'
5~
OP
G
v, ur~.m~a
ILLI, RN
n
75 150 ~QO
NOTE: FOR ENVIROnmen iw~ r~Kmi ~ it itnu
ONLY. NOT FOR CONSTRUCTION.
Wastewater System Engineered by.
Haggett Engineering Associates, Inc.
5307 South College Road
Wilmington, NC 28412
ASBULT k T0pp0RAPNICAL SURVEY
QUEENS GRANT, PHASE II
TcPSAU. ToxNSNiP, PENDE(t cax+rG ND
PAFPAl1ED IY
J~.l PIERCE 8 ASSOCIATES. P.A.
~ JOHNSON eLw. JACNSONMLLE, Nc 28840
PHONE: 016-340-YBOD GATE: JANUARY 17, 2008, 2008
SCAIE: 1'~ 80' F.B. 778, PG. 1-20
,pB rt85913 FlLE NAME: WEEKS GRANT
~LMG
~ LAND MANAGEF[ENT GROUP Mc
Envrranmental Consultants
Post Office Box 2512
Wilmington, North Carolina 28402
Telephone: 91 DA52-0001
ProjecC Dele~,
Queens'Granl erter2ow
Wastewater
ApplicanC sale:
1" =150'
Mc Craig ouinn
Drawn By:
riil~isposal Area Eea
A11212007
ao-ozro7
of 17
express
t~ ~ ~ ~ ATLWIIC OCFI11 ~ .
- ~aiK'~ ATUNIIC OCFIN

I I
A MHW by vegetation ~ ~
per DCM staff
75' Coastal ( e Sheet 10) `~
Shoreline AEC ~
~ I ~ / ~~
V I I~
404 Wetland ~ Im
Coastal Marsh Limit
~, ~1 N
ti
N

LP~
75' Coastal
Shoreline AE
~~ CHLORINE
005E CONTACT
Envirofilter Tank,
Recirculating Textile
Filters I
De-nitrification
Unit
A~` ~ WIW~/
. ~ . - ~--.
•.r---
--- -~
~-
_ ,~ _ -
.__.
LIFT STA. ----- __ -'
M.H. C- .. ------r . .
TOP=9.53' E 0 PC M'ARKER~-• ~ - -
---- - _ S50'54'35"W
_ ---N~-- W,M® S50'S5'08 6.69'
32' SIS S50~54'03=W 10~ 9 - - - - - _ _ _ _ _ ----- - - -
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
Wastewater System Engineered by.
Haggett Engineering Associates, Inc.
5307 South College Road
Wilmington, NC 28412
Proposed Surface
Dripfield~~
~~p ZONE AE
• ~ ~ TI = 14+1)
(ELENA `
wN~ ~
AF
Ase~Atr: ToracRAPNicAt suRV~r
aio~w
QUEENS GRANT, PHASE II
TOPSML TONNSNE+, PFHDER COUNTY, NC
nivNBn er
JOH~L PIERCE k AS50CIATES. P.A.
X09 ,ioNNSaw Btw. ,ucxwNNU.¢, Nc 1es+o
PHONE 9t0-318-9800 BATE ~MMIARY 19, 1006, 4006
SCALE: 1'~ 60' F.B. 778, P0. 1-20
J08 ~lBB91J F9E NAME: QUEENS GRANT

EIECTRIGL
PLATFORM
NOV 2 ~ 2007
y pIVISI N OF
NAGEME
COASTAL M
404 Wetland ~ ~
Coastal Marsh [limit ~
en e
Generator
(above flood elevation 270' Ocea Hazard
on platform) AEC Limit
APPROXIMATE FLOOD LINE

® Envirofilter Tank,
,~~~ecirculating Textile
V~V- Filters
Proposed Subsurface
Dripfield
--- _-=
-A _ -' ~- ShS 6' IS
o zs so goo
express
mMwa• ~6 ~
~ RAVE` u 1v~~ '
~- •
FLOSN

~ vo a
w.-.
oonc
I~
DOG(
I
~~
000ft
two
two ~'~
YAl
70P•7.61•'
DOIa( ~ ~ ~ Nv..aw'
~ ~a
270' Ocean Hazard 'APB I "
AEC Limi ~~ "
DD« I ---- I
DYe9M10 POOL I
(
I Q F
~j awe l
U
~ `~ 1-liwRY I Y~ ,Il ~' ~ ~--~~
`\ `~p»a~~ ~~ ~ IN Ai!
r
__._
----u
U. W
OQ
~_d
N (~
o ~~
z 01+~
U
~ U
75' coats
SharNlne AEC
NHw n wgeta<rort
( par Dcfrt ataH
wetlad i
t~ t~ LNn1t
' NHW byy wgeteUan
par DCAI etafl
75' Coats sheet 10) ///
' Shadtrte AEC /
unn
oa
Proposed Surface
Dripfield ~1
N
PUY
M0A
V
STA
7S' Coa
ShonlMe
,04
I I
~ I
I
De-nitrification
Unit
wluAMS uArefA DprARY
DF ,Ng60rINl1F, NC
m DJLW. P31
n
I
i Generator
--(above flood elevation
on platform)
mlt 270' Ocean Hazard
AEC Limit
I FPP110171ATL 8.000 tlE
FLOOD ZONE 'AE'
(ELEVATION ~ 14+1)
Envirofilter Tank,
Recirculating Textile
Filters
o
•~ APPROMIMAiF FLOOOIWE
Ail t1+t
=tf % ~ ~~~
° manna - 50071'le'N' 111.et' e506i03'w 1061"
w. Afx ~ 9N7S5wTw aaaD' QQ _4_ _~ .____ ,,•~ .--
~o ~~• ~~ ~ i aa~i ~iv~
m R s~ ~~m A9PMALT MEA ~ A~IIALT NEA A~XALT AAEA
Y.H AYNAIT 1AFA ASPNII.T AREA ~~ -~'~- !!
DOaC
' aom aaa aom mx w mac caw. cow r ~A zaYE t5.1
~... 2.
eooo a•smar w~rL
DY
wAU t1DO .A
~I
~I
coma I
--~~ ° q
Northing/Y: 232055.8133 Latitude: 34.3795 1290 °""'"-`
EastinglX:2419053.6276Longitude:77.6 167178 Nocthing/Y:232253.2503Latitude:3438W7469S

First line of
stable vegetation
(as marked by DCM staff and
GPS located by LMG staff)
Easung/X:2419288.8882 Longrtude:77.610378417
APPRaL Yxttl OF ATlIN11c DLFAN~ _
'- NNYLYlYE ODB,M'
ATLANTIC OCEAN
t~~~
Dante NER ~ (E1EYAlIQ1 • te+1) p1EENS GRANT
P~m~ P.nl $ ~rAR% M~B.1D,~P0.14 MS
iLOro '~'
fE1E'M • 1711)
APPAD7C YJLwI Oi ATLANIw
ustuT'2e'E 232.71'
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
Wastewater System Engineered by.
Haggett Engineering Associates, Inc.
5307 South College Road
Wilmington, NC 28412
Exjstin _______1
on ominiums
(to be served by proposed
wastewater system)
120' Large Structure
Setback
60' Small Structure
Setback
I First line of
stable vegetation cama_4
NortbmglY: 232923.2030 Latitude:14.381889323
(as marked by DCM Staff and Easting/X:2419965.5023LoogiNde 17.608108122
cama3 GPS located by LMG staff)
Northiog~Y:23 661.1758 Latitude:34.3 1179567 ~ ~ f1 S~y ~1~ I ~Dp'~ i p,»~~
EastinglX: 241 01.8116 Longimde:77. 08991128 J{
_. ~~
1
(See Sheet 10)
ATLANnc ocEAN No dunes landward ~ 7 2 0
of first line of vegetation
ASBULT k TOPOGRAPHICAL SURVEY
awMt/ Project: Dare: RaNebn Dere
QUEENS GRANT, PHASE II Queens'Grant a„~zDD, D„zaoo,
Wastewater r tr2DnooT
TOPSNL TOWNSHIP, FENDER CWNTT, NC Job Number
~pyya0 tt LM Applicant: sraie:
JOHN 1- PIERGE k ASSOCIATES. P.A. LAND niANAGauENT cttouv .ac Mr. Craig Guinn ~ ~~~ i7i7a Do-0a1D7
409 ,wHNSON BL10. JACKSONNLLE, NC 28510 Enviranmenta/Consullonls
PHONE %0-315-e500 DAIS JANUARY 19, 2005, 2005 Post Office Box 2522 Title: ropose Drawn 6y: sr~er Number
SCALE 1'~ 00' F.B. 775, P& 1-20 Wilmington, North Carolina 28402 tES 7 of 17
JOB /255913 FIE NAME QUEENS GRANT Telephane:910452-0001 WW System
Proposed Subsurfa
Dripfield ~`
d

~_~ l..-
tll
W
° ll
OQ
~ tv
r ~ z
Q
N (n

Z J
~~
~
r
It"~
U
O
270' Ocean Hazard
AEC Limit,
1~ e
wALL -
~2
U
NOpD
ooac
DOpN I~ 3
I~
ASPHALT lOP-0JIC
NY.•4.rr
I~
~VT
I
1~
5 ~ :<
~ '~aZZ ~ ~:
NO
1 ~ `
S
----~
1
SYAYMIHO POOL
7 O I ~ € I-
U
Existing
Condominiur
(served by ex.
system)
S.YJL
1aP.e.6a
erv..-z~
BOAT
V
~1
75'
20NE'AE
i i
MHW by wgeta0on
psr DCJA etalf
Existing
Wastewater
waB„~ ~ Drainfield
aetd MaLdL Limn
~ ~
MHW by re{ptatbri
ps DCM stall ( MiWAYS Wt6Elt ff9PANY
av JAarnNMUt, r+a
75' Coaetd a Shoat 10) ~ D.&+eZ P.24
Shprolina AEC
~aaB~ ~, ~,,t ~ Existing Wastewater
Treatment Plant and Tank
I
e
~,d~~it mit 270' Ocean Hazard
~ AEC Limit
91{wt APPROAWTEFl00pL I /PAROleM7E {Lapp IAE
~ FLOOD ZONE 'AE'
(ELEVATION = 14+1)
ar v~ I ~-II ~. --- ss - ,
~ euiniNO ~ ~~ ae~e' ~ srA - -
mP-e.ar~ amc wim.,, -
' leexec s wA1® ~os6'oe'w zee.ea' ~--
swtsr+e'w nu12' as seoe4rosw toe. _
,~ ~ r ~ ~ N, 6 PUeUC -- __ ~ ~ s.
®~.®~
'.: s AsPxuT ARFA M.H.
°~' ® ° A4PHALr AnEA ASPxALr AREA ~ ASPHALT AACA raP-
ASPHALT AAEA --~ '~~ ~~
SS .~-.~5- aoNa ~ mHC, ,,.ooa mME • A~
rpop oDa axc. paLC `~ (LIEVATg1 • , )
?~ eue - ~-r s-sTOm' NMn ~
~-smm tiiNn
all
&00 'A
~I LJ 1 - ~ ".." teR 1 In iq tuoo ~~-T--- 11 som
cm.AA nom II`~M1 FLOpD Zd1E ^~
I~OgMw ~ R ~A¶~ • tit) QUEENS GRANT
~I CAMA GPS Pk ~T
-77.610378 34.380075 CAMA GPS Pt. ~~ ~ P.t1e $ ~,yA~ ~tDOMIN4 MS
-77.608991 34.38118
~ P~oao wr
tpFyA .17+Q
APPRO% YJLYLL Q A1W111C
APPROtL ~~ ~ AtLANnC ~~__ ~ - N51V72B'E 2J211'
- - - - NSIW'2e'E eesw'
ATLANTIC OCEAN
First line of
stable vegetation -
(as marked by DC,
GPS located by LMG)
\ \~
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
am
I
CAMA GPS Pt.
-77.6081051 34.381889
E fisting
C ndominiums
( rued by ex, wastewater
120' Large Structure
Setback
60' Small Structure
Setback
First line of
stable vegetation
----~ (as marked by DCM,
LAMA GPS Pt. GPS IOCated b LMG
-77.610818 34.382153 y
'(See Sheet 10) ~-
aTLANnc ocEAN No dunes landward
1 0
of first line of vegetation
ASBUILT R TOPOCRAPttICAL SURVEY
QUEENS GRANT, PHASE II
TORBAr 7owNSHIP, PQJDER COUNTY, Nc
rrtAAAEt eY
~~PIERCE k ASSOCIATES. P.A.
IOD JOHtISON BLw. JACKSONWLLE, NC 2e5w
PHONE: 910-818-ee00 DATE: JANUARY 19, 2006, 2000
SCALE: t'. 60' F.B. 776, PG t-20
JOB ~f5e13 FME NAME: QUEENS GRANT
express 10-17-07.dwg

-
TOP51L eWND
•~
IW NNN
asu wr, u~a
N
t ~ lVl ~ ~v' ~ V ~LI.LJ
"~` NOV 2121
t~ ~~`~""
~.,~ DIVISION OF
~,~,~, COASTAL MANAGEMENT
~~~ .~.~
- ~ ,~ ~,.
r~ti uc shwt t0) I ua rr
,om
... .em
- .~" I ~
are we uxt
m
- ~ I ar ~ ~ 270' Ocean Hazard
- 6 ~~~ ~ y AEC Limit
6 is o,.u
a a.+r ~a wrr.r
wd,
r
m
- - as Jy m['K w,a•~~ea us
era»na } RCOD Ig1E 'AC
~_
ss - - 120' Large Structure
m~ .~
~_ Setback
MIYLT MfA rl1
~ IA~ ~~~ YIIILTAit ~ Na4i IRA -~
Mi a , .. ~ _ - r~R ` 60' Small Structure
® r .,.~ u .r~ ,,~r,- s ~ ~ ~* y Setback
'~ ~ way _ I~ ~
- ~ ,-~Y p
~.~• ~ ~~»~ aum„auxr First line of
~ ~: ~~ ~"~" ~ stable vegetation
(as marked by DCM,
""°"""`°"""'°°" - GPS located by LMG)
,,,aa.,,a.,..~_ - -
- - ,~_ ~,,, re A1tAN11C r>rtAN
AlUN6C Off1J1
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION. ~ o
ASBUILT k TOPOGRAPHICAL SURVEY
9NOMi0 Project: Date:
QUEENS GRANT, PHASE II Cueena~Grant culw2oo7
TOPSAM. TOYMSIiP, PQ1DQt COUNTY, NC Wastewater
„~„~~y LMG Applicant. s~ie
JOHNS. PIERCE k ASSOCIATES. P.A, LAND MANAGEMENT GROUP i>tc Mc Craig Quinn ~ ° = 150
~Op JOHNSON BLVD. JACJ(SONV9IE. NC 2650 Environmental Consultants
PHONE [phone] DATE JANUARY 19, 2008, 2006 ~' PostOffceBox2522 Idle; orewney:
SCALE: 1'~ 6O' F.B. 776, PG. 1-20 Wilmington, North Carolina 28402 Slte Survey Les
JOB x786913 FILE NA4E OUEFNS gtANT Telephone: [phone]
-Queens Grant CAMAIWW Expresslww express 10-17-07.dwg

W
C9
Q
EXISFING GR40E
varies 8.0 to 9.0
26
FlNI6HE0 GRADE /
_ _/
Land Management Group, Inc.
Environmental Consultants WASTEWATER SYSTEM
P.O. Box 2522 DETAIL TANK ARRAY
Wilmington, NC 28402
910-452-0001
LMG # 30-02-407
PLAN VIEW
ELEVATION VIEW
CAMA Major Permit Application
Queen's Grant Wastewater
A Ipp icant, Mr. Craig Quinn
Location: Topsail SoundlAtlantic Ocean, Pender Co.
Date: 1012007 Sheet 15 of 17
io'-a'
6'-2'
ID'-a'
W

W
11.
g O Q
~~ _N 0z
!V ~ G
>
Z > J
~
~
~
-
1~
U
O
~Oa
Q ~ ~ ~
~ ~ r N
~ d Q '
~ '
z
a ~
~4 r'~"i ~' I N
x ~~~
c~zx~Q
o~}~
za°z`~
W ~
wzxrm
Q ~ Q
~, o
W W y
Z ~ Cn =
aQ°
~~~
hawk
~-
o
~" ~' _
o~
z
°o
W
0
a
? N
Vl
W N
a ~a
0 ~J~iV
4' 4
~ JUro~
y U~~°
W 200%
W 5 z Ili ..
Z v°,o=~
w ~Za
~f
W J
0
0
a
x
\_ .
NOTE: FOR ENVIRONMENTAL PERMITTING
ONLY. NOT FOR CONSTRUCTION.
ARRAY * Scale has been Reduced from
original and is now 1" = 9.143'
SCALE 1" = 9.143'

r.~a~s. ,~~,
~::, ,
~;
,rim '
REFER TO HEA SHEETS C.3.2 AND C.S.J
FOR 0.001TONAL 1NFORYATION.
INAL DESIGN t~'
i ~''
F

NOT RELEASED ••
~
~~~~~.~
FOR
~
,~
//
/
CONSTRUC110N /
p~
p,/j
~
'
``
GRAPHIC SCALE ,
L
y
'4"i5
iw ~, DRAN7NG:
i re . s iM ~.~.
©2D07 HAGGETT ENGINEERING ASSOCIATES, INC.

PLAN VIEW
caxma ' wn Am• wTM
n-r ._, 1,., n runs ^ P iAaeox rain
f0~ ~fNt %rE 11/ L'SM09q.
PE2t1AY~ [lb: AAV -
0 SuMY Aw to unI
te' rams covE^
w+.smnus a sas Art ~w>h AuW Acrss
C vFNi rite W,M ~ I~ro'+d ^I 5) GABOx faR% r piia
CM9M iliG1 /
i
Wi tans e6E0.
r
AlE11TDli ~ P~ 1
.tea. •~•~ Iswmm a s)
~ ~
------- ---- --------- L--- -------i - --- ~ - --- --
~< I I ~ III
I ! I
j I I ~
I I i ~ _I
i j _ l t. ~
I I i
I I i I
I ~~ h d~
st ~ r-n i ..r ~ ,.^• ~ r.r ~ .-r I rl r ~ r.r ~.__ r..r -~ r.~r
ELEVATION VIEW I-,
7-
on.r ~ w
. ,~ p
_~ ~~~
P ~
nrzA umu cr cFAM)
=r ~~
~;.~ i,• ~ ,r~rR
+... romr n ro
/ µ________p~i xo>az As
--- ------------1---
i i `ren~c.xs
i i ~ ~wx
t
s.~^ :.e ~ >.~^ ~ s.,v
.~-
a
~.
745 Figh Street, Suite 230
Weslwoo4 MA 02090
Phone: [phone]
swr o-E pD~-+aoG
ipi r~-E N/ CR1A040N PE551.N1
EI[CIIAC f4V 10 LYRV W W VAi
_ _ _ _ _ _ ~PHOPOSED GAME
~L
,_, r
,.~
LJ .~.
1 sscx.a>K roc
uai nr~w `AO~ n r / ~ ne
~a:Mi wsrze AenA (r o~r~D
e~1'b
~ i a9B~E
mua+ss ~i ra.ss i
al ~ 'a.nA
... ,..r ~ r.~r
SECTION VIEW
ENVIROf ILTER DOSING TANK -TANK 4
~ ~ ~..~. it i
i i
i

~~r ~~P,
~~,^~ FINAL DESIGN
NOT RELEASED
FOR
CONSTRDCTWN
GRAPHIC SCALE
!M ~
NOTE: FOR ENVIRONMENTAL PERMITTING ' ^°' ' `"
© 2007 NAGGER ENGINEERING ASSCGATES, INC.
Land Management Group, Inc.
Environmental Consultants WASTEWATER SYSTEM
P.O. Box 2522 DETAIL TANK 4
Wilmington, NC 28402
910-452-0001
LMT # 30-02-407
CAMA Major Permit Application
Queen's Grant Wastewater
A Imp icant; Mr. Craig Quinn
Location: Topsail SountllAtlantic Ocean, Pentler Co.
Date: 1012007 Sheet 14 of 17
ONLY. NOT FOR CONSTRUCTION.
* Scale has been Reduced from
original and is now 1" = 8'
SCALE 1" = 8'

Q~r
~~ ~
° w
_ ~

d
z Z

zoa W
(
~
'~~ w "
a
~pF ~
~ o
a
wWZ
wQx, ~

Q

y
Z
~ ~
W

~
W
w C

c~
~
~
W G
~ ~w
z
a ~ ° ti 0~
C~ vi ~ WkW
U ~'" c°v Z Z
O
~
V J
Q ~ • ~
L
O ~ >
Z O~
o ~
a O
o tr=-----~,I U

U
2
N
W N
a ga
~ ~ ] O N
m
H ~Q4q'
O Jp^~,
2 0~°0
~ G~w~
w IO`-°.:
W F=yj
z
? OZO'~
~' NO=LL
w ~Za
N~
Q
S
Nj11~.~.,,
~~
~~~q~,~~'k o
q~+ e1aKJe1,
ORANING:
C.3.4