SW8040938_HISTORICAL FILE_20041215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW S��/{JqJ?�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1'l'c'irdJA I►,I r] r]

State Stormwater Management Systems
Permit No. SW8 040938
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Larry Watson, Coastal Land Ventures, Inc.
Bell Cove Village
Carteret County
FOR THE
construction, operation and maintenance of five underground infiltration trenches in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 15, 2014, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls, infiltration trenches 1-5, have been designed to handle the runoff from
13,614, 27,707, 23,933, 18,587and 8,708 square feet of impervious area,
respectively. This stormwater infiltration trench system must be operated with a
50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 040938
N.
The following design criteria have been provided in the five infiltration trenches
and must be maintained at design condition:
1
2
3
4
5
a.
Drainage Area, acres:
0.61
0.82
0.65
0.50
0.24
Onsite, ft2:
26,532
35,520
28,530
21,656
10,254
Offsite, ft2:
None
None
None
None
None
b.
Total Impervious Surfaces, ft2:
13,614
27,707
23,933
18,587
8,708
C.
Design Storm, inches:
2
2
2
2
2
d.
Trench Dimensions, LxWxH, ft:
83X15X3.5
113x21x3.5
97x21x3.5
108x15x3.5
51x15x3.5
e.
Perforated Pipe Diameter, in:
36
36
36
36
36
f.
Perforated Pipe Length, ft:
83
113
97
108
51
g
Bottom Elevation, FMSL:
15.03
15.03
15.0
15.03
15.0
h.
Bypass Weir Elevation, FMSL:
18.53
18.53
18.5
18.53
18.5
i.
Permitted Storage Volume, ft3:
2,282.5
4,463.5
3,831.5
2,970.0
1,402.5
j.
Type of Soil:
Sand
Sand
Sand
Sand
Sand
k.
Expected infiltration Rate, inlhr:
6.0
6.0
6.0
6.0
6.0
1
Seasonal High Water Table, FMSL:
13.0
13.0
13.0
13.0
13.0
M.
Time to Draw Down, hours:
3.67
3.76
3.76
3.67
3.67
n.
Receiving Stream/River Basin
Bogue SoundfWhite Oak
o.
Stream Index Number:
20-36-(8.5)
p.
Classification of Water Body:
"SA;HQW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040938
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040938
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 15th day of December, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.., Director��
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone]
Fax: [phone]
To: Rhonda Hall
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
!am Bell Cove
From: David K. Newsom
Date: December 13, 2004
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
I
Attached:
One (1) original and One (1) copy of page 4 of 4 of Stormwater Permit Application (initialed
and signed) ..'r
Two (2) copies of page 1 of 4 of revised Supplement for Trench #3
p,EC VED
DEC 1 3 2004
BY:

' ..
i � � i � !
� ,'
..
� K � t

Entity Names
Page 1 of 1
North Carolina
Marne F Marshall DEPARTMENT OF'T1dE
Secretary SECRETARY of STATE
Corporations
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Contact Us
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*Secretary of State's web site
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 12/13/2004
Click here to:
View Document Filings 1
Print a pre -populated Annual Report Form 1 File an Annual Report 1
Corporation Names
Name Name Type
NC Coastal Land Ventures, Inc. Legal
Business Corporation Information
SOSID:
0317964
Status:
Current -Active
Date Formed:
1/1/1993
Citizenship:
Domestic
State of Inc..
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Dail, Curtis
1976 Benson Rd
Garner INC 27529-5131
1976 Benson Rd
Garner NC 27529-5131
125 Timber Drive
Garner NC 27529
1976 Benson Rd
Garner NC 27529-5131
http://www.secretary.state.nc.tis/Corporations/soskb/Corp.asp?4891446
12/13/2004

Design Calculations
Infiltration System
for
Bell Cove Village
September 27, 2004
1. Project Description
The project consists of construction of retail/office spaces and associated sitework on a 2.93 acre tract located
on N.C. Highway 58 in Emerald Isle at its intersection with Coast Guard Road., NC.
2. Design Requirements
Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H.1000 —
Stormwater Management (hereinafter "Regulations". Due to density, the project is considered "high density
development". in accordance with local requirements, an infiltration system designed to accommodate 2" of
rainfall will be required. Fur(hcnnore, runoff in excess of the design volume must flow overland through a
vegetative filter.
3. Impervious Surface Areas & Dcsiun Volume
In accordance with Section .1008(c)(1). the required design volume is computed as follows:
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(1) where 1 = Percent Impervious
Design Volume = Design Rainfall (2.0") x Rv x Drainage Area
Area 1
Area 2
Area 3
Area 4
Area 5
Existing
-0-
1,,024
822
-0-
-0-
Buildings
4,001
4,632
2,457
7,747
2,500
Streets
-0-
-0-
-0-
-0-
-0-
Parking
7,144
17,277
17,335
8,930 -
5,513
Sidewalk
2.469
4,774
3,319
1,91O
695
Other
-0-
-0-
-U-
-0-
Reserve
-0-
-0-
-(}-
-0-
-0-
TOTAL
13,614 sf
27,707 sf
23,933 sf
18,587 sf
8,708 sf
Drain Area -
26,532 sf
35,520 sf
28,530 sf
21,656 sf
10,254 sf
% Impervious
51.31%
78.00%
83.89%
85.83%
84,92`%,
Rv
.5 L 18
.7520
.8050
.8225
.8143
Req'd Volume
2,263 cf
4,452 cf
3,828 cf
2,969 cf
1,392 cf

f
4. System Configuration and Infiltration Time
Cross Sectional Areas and volumes of infiltration trenches is calculated as follows:
Trench Area (cross sectional) = Trench Height x Trench Width
Pipe Area (cross sectional) = Pipe Area x Number of Pipes
Voids Area (cross sectional) = (Trench Area - Pipe Area) x .35 (void ratio)
Unit Volume = Pipe Area + Voids Area
Length Required = Req'd Volume / Unit Volume
System Volume = Length Provided x Unit Volume
Actual storage volume is required to infiltrate completely within 5 days. The Land & Soils Evaluation (copy
attached) indicates that existing soil conductivity is as high as 12 in/hr. Assuming conservatively that existing
soils have a minimum hydraulic conductivity of 6.0 in/hr, infiltration rate is computed as follows:
Infiltration Rate = Hydraulic Conductivity x Basin Bottom Surface Area
where:
Bottom Surface Area = Trench Width x Length Provided
Draw Down Time is then calculated:
l
Draw Down Time = Actual Volume / Infiltration Rate
System 1
System 2
System 3
System 4
System 5
Trench Height (11)
3.5
3.5
3.5
3.5
3.5
Trench .Width (ft)
15
21
21
15
15
Trench Area(so
52.5
73.5
73.5
52.5
52.5
Pipe Area (so
14.1
21.2
21.2
14.1
14.1
`Voids Area (so
13.4
18.3
18.3
13.4
13.4
Unit Volume (cf/ft)
27.5
39.5
39.5
27.5
27.5
Length Required (li)
82.2
112.7
96.9
107.9
50.6
Length Provided (ft)
83
113
97
108
51
System Volume (cf)
2282.5
4463.5
3831.5
2970.0
1402.5
Bottom Area (sf)
1245
2373
2037
1620
765
Infiltration Rate (cf/hr)
622.5
1196.5
1018.5
810.0
382.5
Draw Down Time (hr)
3.67
3.76
3.76
3.67
3.67

1
_Crystal Coast Engineering, PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: (910) 325-OQ60
$ Email: croalcoasteng@bizec,rr.com
November 30, 2004 RECEIVED
Ms. Linda Lewis DEC 0 A 2004 ,'�O
N.C. Division of Water QualityL
127 Cardinal Drive Extension BY:
Wilmington, N.C. 28405
Re: Bell Cove Village
Emerald Isle, N.C.
Dear Ms. Lewis,
As you know, Mr. Vincent Lewis conducted his on -site soils evaluation on 11/1/04. His findings
are summarized as follows:
Soil Bore
Ground
Depth
SHWT
No.
Elev.
to SHWT
Elev.
1
17.4
44"+
< 13.73
2
17.1
50"
12.93
3
12.8
38"
9.63
No Soil Bore 4
5
16.8
25"
14.72*
6
18.9
72"
12.90
Average
12.30
Elevation of standing water in adjacent wetland area —12.00
'Not on system. Beside abandoned sediment trap. Exclude from average.
Based upon the above, we conservatively estimate the SHWT at elevation 13.0 for this site.
We have had to revise our plans significantly as a result of Mr. Lewis's findings (raised Finish
Grade by approximately 5). Two copies of revised drawings are attached. Also attached are
revised Infiltration Basin Supplements reflecting the new SHWT Elevation.
Should you have any
u
Xvid K. Newsom, PE
CRYSTAL COAST ENGINEERING
in this regard, please feel free to contact me.

o�
'ARS
STATE OF NORTH CAROLINA
ANNUAL R Pp�
INCt.UDE 10� cap 5
OFYSTATE.0 N.G. S CR
coRPYo-,0317R64
FILING No- A 0 0 I
,. ST+1ff y
s
��S..i�Y��"�rtirT•, y'yr.•,�,
RUFUS L. EDM ISTEN
A NUALT.AREPOORTSTATE
R xSH 3""015626-0525
REPORT DUE DATE- 0I-31-I493
NOTICE DATE- 01-31-1993
STATE OF-INC- NC DATE OF INC- 01-01-I KL
1. REGISTERED AUE14T 3 REGISTERED OFFICE MAILING ADDRESS ENTER AGENT HAKE A MAILItQ ADDRESS CHANGE HERE -
COASTAL LAND VFNMRES, INC.
C/O KENNETH M KIRKMAN
PG ORANER 1347
MOREHEAD CITY NC 28657
STREET ADDRESS OFJREGISTERED OFFICE ENTER STREET ADDRESS CHANGE HERE
Sidi d4fo "1. 1l�tl�►�f!Nl glfFl piMR �IfP�/N}u •.rti ,: .•.. i,r�
EMERALD ISLE NC 29494 i
COUNTY - CARTERET
3. iF REGISTERED AGENT CHANGED, SZONATURE OF NOS AGENT
6lONAILMF CQNE111UVES CW*EKT In APPOSNTMEkt
4. ENTER PRINCIPAL OFFICE ADDRESS HERE - COASTAL LAND VENTURES, INC.
ADDR- 8201 Emerald Drive
CITY- Emerald Isle ST-IBC ZIP-285R4
S. EATER FEDERAL EMPLOYER ID NUMBER HERE -
Nl7f'B- Applied £ox
6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE -
NAME- Curtis M. Dail ADDR- 1976 Benson Road
TITLE- President CxTY- Garner sr -NC zip-27529
NAME- Larry T, Watson ADDR-9201 Emerald Drive
TITLE- Vice President CITY- Emerald Isle ST-NC zip-28594
NAME- Curtis M, Dall ADDR- 1976 Benson Road
TITLE- Treasurer CITY- Garner ST-NC zip-27529
NAME- Larry T. Watson Am- 8201 Emerald Drive
TITLE- Secretary CITY- Emerald Isle ST-NC Zip-28594
7. ENTER NAME AND BUSINESS ADDRESS OF DIRECTORS HERE - ATTACH 2ND PAGE If NECESSARY
NAMI!- Curtis M. Dail ADDR- 1976 Benson Road
CITY- Garner ST-NC zip- 27529
NAME- Larry T. Watson ADDR- 8201 Emerald Drive
CITY- Emerald Isle • ST-NC zip-28594
NAME- AODR-
CITY- ST- ZIP-
S. BRIEFLY DESCRIBE THE NATURE OF THE 9USZNESS- To acquire and develop real, estate.
COASTAL LAND VENTURES, INC.
9. �„tx_ 43 {L �ir� - SIGNED- �... C:
tr*RK muss oz DtON DPPtCCR DF zpn omwom
` UNC_ Larry T T. Watson ,try- -,Vice President
fYf! DR PANT NMIi; AND 1110-
h1.q_ior.m should h® rgturrrod by the DUE DATE shown above with a chock for *10.60 tot
Y.rG_ ANNUAL REPURT SECTION, POST OFFICE 29525, RALEYCH NC 27626-0526.
CARS

Stormwater Treatment Narrative
Bell Cove Village
Coastal Land Ventures proposes to construct a retail/commercial development on a 2.93
acre tract located at the intersection of NC 59 and Coast Guard Road (southwest quadrant)
in Emerald Isle, Carteret County. The majority of the site is currently undeveloped and
forested with the exception of an existing roadway which transects the site. The majority of
the existing roadway will be removed in conjunction with development of the site.
The project site is located approximately 0.25 mile from Bogue Sound (SA:ORW) in the
White Oak Basin, however, the site does not drain directly to these waters. The project area
drains to a series of low-lying wetlands to the west of the site. These wetlands have no
defined outlet. Water accumulating in these lowlands appears to naturally infiltrate into the
soil structure.
The project is to be designed and constructed in accordance with NC Division of
Environmental Management Stormwater Management Rules (15A NCAC 2H.1000).
Section .1005(2)(b). The proposed project is "High Density" (i.e., percent impervious > 25%
Division of Water Quality requires that the first 1.5" of rainfall be treated in an infiltration
system. Local requirements, however, require that the first 2" be collected and treated.
Existing site topography is moderately sloping ridge/dry slough (5 — 60%) generally toward a
wetland area at the westerly boundary of the tract. Soils are Fripp/Corolla/Pactolus (see
attached soils evaluation) which have hydraulic conductivities ranging from 6— 12 in/hr.
Proposed grading activities will be limited to leveling the existing ridge/slough to
approximately elevation 14.7. The leveled area will be drained to one of five (5) proposed
infiltration systems. Any excess stormwater which does not infiltrate will exit the site via an
series of bypass pipes to a vegetated filter located at the rear of the site adjacent to the
existing wetland area.

3817-3 Freedom Way
Hubert, N.G. 28539
Tel: [phone]
Fax: [phone]
To: Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Bell Cove Village
From: David K. Newsom, PE
Date: September 29, 2004
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Attached:
Two (2) sets of Plans
One (1) original and One (1) Copy Stormwater Permit Application
One (1) copy each of 5 Supplements
One (1) copy Design Calculations
One (1) copy Stormwater Treatment Narrative
One (1) copy Soils Report
One (1) check in the amount of $420
RECEIVED
SEP 3 0 204
Comments: BY:,SG0 �04 6g3g
Submitted for review and approval.

'' '. _ _ < ,
- �,-
.. l�
� .

'Wd.t tg", .lYoetit Waw&n- .28W 2
l 990-452-0007
9L461t.T 1#0I l
g-Ta".
DATE: .July 19, 2004
9d,V51 Y4
3805 9V,dk d—
Wd.zny&,a ✓4`B 2a403
SUBJECT: Land and soils evaluation of the northern portion of Bell Cove Village Tract (-3
acres) for suitability with collection on -site waste treatment systems. Tract located
at the NW intersection of Emerald Drive (NC Hwy 58) and Coast Guard Road,
Emerald Isle Beach, White Oak Township, Carteret County, North Carolina.
TO: Mr. Larry,.Watson, owner
Coastal Land Ventures, Inc.
8201 Emerald Drive
Emerald Isle, NC 28594
[phone]; 393-6883
cc: Bill Fenner, BioClere
A preliminary land & soils evaluation was completed of the northern portion of Bell Cove Village
Tract (-3 acres total) for suitability with collection on -site waste treatment systems. The current
rules and regulations of NCGS 130-A and NCDENR-DEH (NCAC 15A-1SA, 1900) were used as
guidelines to determine site suitability for on -site subsurface waste treatment systems. The tract
was evaluated through transecting the tract, soil probes, qualitative evaluation of the soil types,
and soils mapping.
The enclosed preliminary land & soils map shows the various classifications and their locations.
The following is a brief description of each land & soil classification and their potential for usage:
The "Green" Areas (see map) are uplands suitable for on -site waste treatment usage with
conventional or low pressure pipe systems. The topography is ridge - dry slough which slopes +5-
60%. These soil areas have an estimated seasonal high static water table +48 to +120" from the
soil surface during the wet season, based upon soil wetness indicators. Permeability is <5-10
minlin to +48" depths, based upon soil texture and structure. Soil types found are Fripp. Except
for topography which needs to be landscaped and leveled, these soil types have few limitations
for development with on -site subsurface waste treatment systems.
The "Yellov/' Areas (see map) are uplands suitable to provisionally suitable for on -site waste
treatment usage with shallow conventional or shallow low pressure pipe systems. The topography
is sideslope - dry slough which slopes +3-60%. These soil areas have an estimated seasonal high
static water table +24 to 48" from the soil surface during the wet season, based upon soil wetness
indicators. Permeability is <5-10 minlin to +48" depths, based upon soil texture and structure. Soil
types found are Fripp, Corolla, and Pactolus. Except for topography which needs landscaped and
leveled, these soil types have few limitations for development with shallow placed on -site
subsurface waste treatment systems.
Page 1 of

The "Pink" Areas (see map) are uplands unsuitable for on -site waste treatment usage due to
seasonal high water table <24", steep slopes, and/or poor landscape positions. Soil types found
are Pactolus-wet phase, Corolla -wet phase, and Leon.
The "Solid Gray" Areas (see map) are proposed building location areas.
The "Gray Overlay" Areas (see map) -are areas proposed to be paved for parking and access.
Portions of the tract have historic cut and/or filled areas, which are designated on the enclosed
map with "mining symbols".
The usable soil areas evaluated within this tract have few limitations for on -site waste treatment
with small (<3000 gal/day) or large (>3000 gal/day) collection systems. The principle limitation is
topography which slopes f5-60% in a series of ridges to dry sloughs. The topography will need
to be carefully cleared of all vegetation and then leveled through landscaping the proposed waste
treatment areas.
Proposed waste treatment areas are shown on the enclosed map as an initial conceptual design
with general system specifications. There are other systems and design configurations that may
be considered. These systems are <3000 gallday and should be reviewed and permitted at the
local county health department level. Waste treatment systems that exceed 3000gal/day are
typically required to be designed by a licensed NC engineer and reviewed at the State level.
This report and maps should be used for planning purposes only, as specific on -site evaluations,
delineations, approvals, and permits are required by each respective regulatory agency before
development activities are initiated. The Carteret County Health Dept and NCDENR-DEH are the
regulatory agencies for subsurface waste treatment systems and have final permitting authority.
Any development activities within 404 Wetland or Water of the U.S. areas will require wetland
delineation approval and permitting from USACOE and NCDENR-DWQ.
Larry P. Baldwin, CPSS/SC
ARCPACS #2183; NCLSS #1040
Page 2 of 2

z
LAND & SOILS SUITABILITY MAP and PROPOSED WASTE TREATMENT SYSTEMS
TO SERVE LOTS #1 & #2 OF THE BELL COVE VILLAGE TRACT (Block 42-N)
Emerald Isle Beach West Area - White Oak Township - Carteret County - North Carolina
R3..b of _c teleil nep.r LPP
lap W LO LTAR
is .51
#3 A of9o"asit kneel LPP
M still 1.0 LTAR
15.51
R3 Pump Sank +15000/—
#3 Septic Tank-2 +750 go-
03 8lodere Filter System
93 Septtc Tarn-1 +2M 9W_
(all tanks NCDEH approved)
#1 Pump Tank -2250 gal -
R1 Saptic Tank-2 +900 gal _
#1 aiociere Filter System -�
#1 Septic Tank-1 +3375 gal
R1 Grease Trap +2250 gal
(ON tanks NCOeH traft rated approved)
#2 Septic Tarn +1200 gal -`1
02 Pump Tank +750 pal -
(all tanks NCOEH tfalric rated approved) `■a
02-A OR1ce Initial System Type -A Puraflo ■ 1
500 um. 10 LTAR, 8' x 82 5'
R2-a Office Repair System Type -A Puraflo
500 s(M. 1 P LTAR, 8' x 82 5-
[OPTION "A" With Pretreatment of Wastes]
A
Rose's Path
SCALE: 1 Inch = 100 Feet
(all soil lines paced & approx)
JANUARY - 2003
Revised JUNE - 2004
X.
#1-A
kastsur
Ina1a14PP
1,11 ';lap sgll i
TAR
4V
45' a dT'T'
Ii1l
fir
r �.r9#liftlllF:4^.':�:4.1O2tr•- ••_.
Land
Management
Group, Inc.
E1 _ x ` -b (A'10.
j� Suitable soils for on -site waste treatment with conventional or low pressure pipe systems. Contour smoothing and leveling site improvements
--I may be required. Est seasonal high static water table + 120% Est permeability <5-10 min/in to +48" de s. Fripp soil types.
`( �"
C Suitable to provisionally suitable soils for on -site waste tre t wit�1 shallow conventional or !ow prg5stx2 �ipe systems. Contour
smoothing and leveling site improvements may be required. Est seasonal high static water table +24-48" Est permeability
<6-10 minfin to +48" depths Fripp, Corolla, and Pactolus soil types.
t- 1 Unsuitable sods for collection on -site waste treatment due to shallow seasonal high water table.. steep slopes, and/or poor
landscape position. Pactolus, Corolla, and Leon soil types
Proposed Paved Areas (wrth "gray" overlay masking)
UProposed Building Locations
Cut and/or Fill Areas that have been historically disturbed.