SW8960916_Historical File_19961105

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50' R/W
15'
10,
10,
15
2, 1 /4" PER FOOT
3:1
RESIDENTIAL DRIVEWAYS SHALL REQUIRE
15" CULVERTS FOR ROADSIDE SWALE DRAINAGE
TYPICAL ROADWAY SECTION
SCALE: 1 "=10'
STORMWATER DATA TABLE
TOTAL PROJECT AREA: 84.24 AC.
IMPERVIOUS AREA:
ROADWAYS: 6.0
AC.
187 LOTS ® 4250 SF/LOT: 17.66
AC.
CLUBHOUSE AREA: 0.65
AC.
RESERVED FUTURE DEVELOPMENT: .94 -
AC
25.25
AC.
IMPERVIOUS = 29.97%
3:1
SCALE: 1 "=200'
LEGEND
FINAL- DRAWING
NOT RELEASED FOR CONSTRUCTION
17
BUS.
17
SHALLOTTE
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17
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PROJECT 9�A
SITE
179
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VICINITY MAP
SCALE: 1 Inch = 1 Mile
STORM DRAINDATA TABLE
STORM DRAIN
I.D.
SIZE
(INCHES)
SD1
24
SD2
15
SD3
24
SD4
15
SD5
30
SD6
15
SD7
15
SD8
18
SD9
15
SD10
24
SD11
15
SD12
18
' SD 13
:50
SD14
30
SD15
24
SD16
30
EXISTING TOPOGRAPHIC CONTOUR
20 PROPOSED GRADES (@ POND)
PROPOSED ROADWAYS
C
AREA OF DISTURBANCE
-- �- PROPOSED ROADSIDE SWALE
3
CULVERT IDENTIFICATION LABEL
0 TEMPORARY CHECK DAM
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95 - 04 43--

A. BURY THE TOP END OF THE JUTE STRIPS IN A •�• �r
TRENCH 4 INCHES OR MORE IN DEPTH. •-_-- •y
!/ 5' - 1'
B. TAMP THE TRENCH FULL OF SOIL. SECURE //
WITH ROW OF STAPLES, 10 INCH SPACING, • �!/ _ _ -- w _ _TOP ELEVATION OF STORMWATER _ - _ _ _ _ _ _ - ® _ _ _ _ _ _ _ _
y„ ! fl�� .
4 INCHES DOWN FROM TRENCH. . ' . ' . ' . ' . ' . ' �' %!! . 0'-0' 1 .��aA, IVI:
.....� !. w; EROSION CONTROL N T
• `%; • • • - !!.�• • • #5 WASHED �1 MAX. H
STONE ''• QQ oO <
. e . . . . . . ... °.' a
; . ; v . ; . ; w . ; : : : : : : : - CHANNEL SLOPE O O >
E . OVERFALL : "'. `; ... ...... . ' . • : • . • . • . ' . ' . ' A. PROJECT DESCRIPTION
C. OVERLAP - BURY UPPER END OF LOWER • ° • • ° • ; 1 RIP -RAP This project is located in South Eastern Brunswick County approximately two miles south -
..
STRIP AS IN "A" AND "B". OVERLAP END ' y
'.'
OF TOP STRIP 4 INCHES AND STAPLE. of Shallotte near the triangle formed by NC 179 (Brxcklanding Road) and SR 1145 (Village Point
• OR WIDTH OF VARIES Road). The. project has frontage along and access to both roadways The property is located
.;.;�Y. .. EXISTING . To of S al e. T involves the
y..' ROADWAY BC -� 25' 0' WHICHEVER ISREET.
' . ' .V within
o the
a Planned Residential Development.
Town h loft he project ' volt'
. .. .. . GREATER SECTION VIEW de e p P
D. EROSION STOP FOLD OF JUTE BURIED IN ,�, • • . , , • ,
B. SOILS AND TERRAIN
SLIT TRENCH AND TAMPED, �• . • . 1 ; . ; . ; . ... ; . . ; . ; ... ; . ; . ; . ----EXISTING SLOPES Most of the project area to be disturbed is relatively flat. The foil Survev of Brunswick
DOUBLE ROW OF STAPLE �. . ' `' ' . '
V.
PLACE STAPLES 1.5 Coun in oil within the project boundaries is Leon fine sand
TO 6 FEET APART AS
and Murville muckyth fine sand. Leon fee sand and Murville muckyfine sand are poorlyto very
. .. . � REQUIRED TO KEEP
THE JUTE FIRMLY - poorly drained soils. Surface runoff is slow and permeability. is rapid in the surfce layer and
10' MIN.
�` ' ' �' ' . �,•! PRESSED INTO SOIL. '
moderately rapid in the subsoil.
... ..
` �� ; �; Y AND
PLAN ,VIEW - NOTE: HEIGHT &WIDTH DETERMINED BY
5' i' SEDIMENT STORAGEEXISTING HREQUIRED
C. ADJACENT PROPERTY
TYPICAL
. • ' ", ' ; ; ; ; ; ; ; ; ;
STAPLES
; The project is bounded to the north by commercial property owned by Ample Storage I
t„
. ' . ' . ' . ' . ' • ' #6 GAUGE WIRE w Ltd., to the east by property owned by White Investments and SR 1145, to the west by property
NEW CONSTRUCTION H ;.;.;.;.;.;.;.;.;.;.'
�. EXISTING ROADWAY a #5 WASHED owned primarily by Dr. M. H. Rourk and to the south by Pine Lake Village.
. . . . . . . STONE
• ��• ., 2 MIN. D. EROSION CONTROL MEASURES
- --.j 6" MIN. .r,•.
° ° 1. 5" �I�,lL'•`"' - ::fr�',;�,` turbing activities for this project are related to the construction of
The primary land dis .
FRONT VIEW' the roadways and entrances. To prevent sediment losses to off -site areas during and following
.... SECTION VIEW construction, g g, grassing,
F. PRESS ENDS OF JUTE 4 INCHES INTO THE SOIL the following measures shall be used: silt fencing, seasonal rassin ,
AROUND STRUCTURES AND STAPLE SECURELY. construction entrance, temporary sedimentation basin, and check dams.
JUTE THATCHING STABILIZATION DETAIL CONSTRUCTION ENTRANCE DETAIL, TYPICAL CHECK DAM DETAIL
NTS NTS NTS
EMBANKMENT STABILIZED
S (SEE NOTE # 6.) STEEL OR WOOD POST TOP OF BERM WITH VEGETATION -
12' STAY STAY WOVEN WIRE FENCING AS REQ'RD. CONSTRUCTION SEQUENCE
INSTALLATION OF JUTE THATCHING IN STALES in -SPACINGtYPicA (SEE NOTE # 6.)
SILT FENCE FABRIC 2.5
WHERE APPLICABLE MIN. 12 1/z 6A. TRASH RACK LAYERS FILL PLACED ctEo r SZOP, Mqx 1. Obtain approval of Erosion Control Plan from NCDEHNR- Land Quality Section.
MIN. 10 GA. INTERMEDIATE o FILL SLOPE AND
Jute thatching shall be used in swales where the slope exceeds 0.015 (1.5%) LINE WIRES WIRE _ Z
-�� BARREL I•o• 2. Install entrance along Village Point Road.
m 1 I.
SPECIFICATION GUIDE N
DRAINAGE HOLES 1: 1 3. Clear and grub the location for the drainage easements and temporary sedimentation
GRADE ; : '. WITH GRAVEL
A. Preparing a channel and seeding: To prevent meandering,slope channel to center to confine low flows to MIN. COMPACTED FILL OVER SKIRT* ANTIFLOTATION BLOCK
0 �%NTI-SEEP COLLAR basin.
the channel where thatching will be laid ANCHOR SKIRT WITH MIN 4" LONG & RISER FOUNDATION CUT-OFF TRENCH,
LL o WIRE STAPLES @ IV O.C. 2' DEEP
1. Fertilization - Lime and fertilize as specified in "Seeding Schedule". Disk as needed but do not • FOR REPAIR OF SILT FENCE FAILURES, 4. Construct temporary sedimentation basin.
and
cultip-aCk. �...�• USE #57 WASHED STONE IN LIEU OF
COMPACTED FILL. SECTION VIEW 5. Begin clearing and grubbing of proposed roadways, drainage swales.
2 Vegetative Sprigging - . Plant grass sprigs or similar material before the thatching is put down.
1._l _ j i n on lmyl ! Wrr t7TIPtitf 4lTT%M% %"1M;il --A .,4. 11 -4-.. A__4 _
Spacings tor planting may vary. 0uggesLcu iiluxultulll la 1 V GV 1111 11GJ.
3 Seedings - Split the application. Sow half the seed before placing the thatching. Plant the rernaining
half after tfie thatching is laid.
&%%0 jj A r iG TV vAYY . SAW *s
i. Install silt fences as shown on drawing and at locations necessary to control siltation of adjacent areas=
Depth (ft.)
Outlet Structure (in.)
Elevation
(MSL)
7. Install Stone check dams.
D
Barrel
Riser
I.I.
1.0.
Riser
Berm
1
24
30
40.5
40
43
46
e. Where woos posts are used, they snarl be a minimum or a in aiameter and o in tengrn• costs snail oe 060AUIC OP
pentachloropenol treated southern pine.
B. Laying the Thatching: The thatching shall be laid on loose soil after all rocks, clods and sticks have been 3. Where steel posts are used, they shall be 5' in length and be of the self fastener angle type. 8. Install water, sewer, power, telephone and other utilities.
picked up that would prevent contact with the soil surface. 4. woven wire fencing, where required (see Note # 6), shall conform to ASTM A116 for class 3 galvanizing, Fabric shall
be a minimum of 32' wide and have a minimum of 6 line wires with 12' stay spacing. The top and bottom wires shall OUTLET STRUCTMR NOTES
be 10 gauge, and intermediate wires shall be 12-1/2 gauge. Wire fabric shall be fastened to wood posts with not less
la the thatching from the to of the channel and unroll down grade so that one edge of the than #s staples 1 1/2' long. 9. Finish grade roadways. Place base material and pavement.
1. Start laying g P g 5. Filter fabric shall be of nylon, polyester, propylene or ethylene yarn with minimum strength of 30 lb./lin. in., and a i. Elevations are based on topography obtained from aerial photographs. Contractor shall inform Engineer of any discrepancies between
str-i coincides with the channel center. Lay a second strip parallel to the first on the other side of the einimum 85% filtering efficiency. Fabric shall contain ultraviolet inhibitors and stabilizers. v v elevations a
P g y t s exceed 6' woven actual field elevations and design elevations so that design ere anon can be revised as necessary to be compatible with field conditions. 10. Within thirty days following final grading activities, seed and mulch disturbed areas
5 lb. lie. in. or rester, and the post spacing S does not exec g
channel and allow a 2 inch overlap. If one roll of thatching does not extend the length of the channel, 6. If filter fabric is used with a strength of o / g p p g (j - "
wire fencing is not required. Otherwise, woven wire fencing is required, and post spacing shall not exceed 8'. 2. The holes in the riser shall be 1/2 in diameter, and shall be spaced 3 apart in each outside valley. Gravel shall be NCDOT f5 washed which will not be built upon.
continue downhill with additional rolls. stone, and shall cover all holes. Holes shall extend half -way up the riser section. p
2 Securing the Thatching.- Bury the top end of the jute strip in a trench 4 inches or more deep. Tamp the 11. Maintain temporary erosion control measures until permanent ground cover is
trench full of soil. Reinforce with a row of staples driven through the jute about 10 inches apart. Then establisl:.ed.
- staple the overlap in the channel center. These staples should be 3 to .4 feet apart. The outside edges TEMPORARY SEDIMENT BASIN OUTLET STRUCTURE SECTION
may be stapled similarly at any time after the center has been stapled. Closer stapling along the sides ,STANDARD TEMPORARY SILT FENCENTS
is required where concentrated water may flow into the channel. NTS 12. Obtain certificate of compliance through and on -site inspection by NCDEHNR Erosion
Control engineer. Contact person is Mr. Dan Saxes, 910-395-3900.
__�. _.a ,, � � roll be zns the end of the top stria overlaps th
-Where roll of thatching ends -rand another _ e trench.......
e g g
the upper end of the lower strip is buried. Make the overlap at least 4 inches and staple securer
where pp p P P Y 13• Remove terinpvraxy erosion' control measures and Stabilize these areas immediately.
Permanent erosion control measures shall remain.
a Erosion Stops At any point the thatching may be folded for burying in slit trenches and secured as Intentionally left blank Intentionally left blank
were the upper ends. This checks water flow and erosion that may begin under the matting. It also
gives improved tie -down. The procedure is recommended on steeper slopes and gentler slopes of
sandy soil or areas subject to seepage. Spacings of stops vary from 25 to 100 feet
4 DiversionsWhere diversion terraces outlet into the waterway, the outlet should be protected with
thatching used in the same manner as in the main channel. The thatching for the outlet is laid first so
that thatching in the main channel will overlap the outlet strip.
a Thatching '- Soil Contact Get contact between thatching and soil by rolling at right angle after laying,
stapling and seeding is complete. Perfect contact is vital to keep water flow over not un - er__the EROSION CONTROL GENERAL NOTES
thatching.
6 Staples - Hairpin -shaped wire staples, number 8 gauge; 8 and 10 inches long have been used, The 1. All construction activities shall be performed in compliance with the Sedimentation
longer staples are used in loose or wet soil. Wire staples are better than wooden pegs because the Pollution Control Act of 1973.
staples can be driven flush with the matting. Wooden pegs extend above the thatching and may catch
trash that diverts water flow out of the thatch protected channel. Wooden pegs may also set up a 2. All land disturbing activity is to be planned. and conducted to limit exposure to the shortest
damaging turbulence. feasible time.
C. Inspection: After job completion, make sure the thatching is in contact with the soil at all places and the
3. All construction sites and severely eroded areas shall be stabilized by the establishment of a
critical areas are securely stapled down.
permanent ground cover.
4. As soon as all areas are permanently stabilized, all permanent measures have been installed,
and final approval is received by the Erosion Control Engineer, erosion control temporary
measures may be removed.
5. Over the life of the project, the Owner shall make periodic inspections to evaluate the
success in controlling erosion of soils to off -site areas. If areas are found where erosion is
SEEDING SCHEDULE taking place, the Owner shall take the necessary measures to remedy the situation.
1. All disturbed areas due to construction and any severely eroded areas shall be stabilized by the
establishment of a permanent grass cover, The seed species shall be selected based on the type
soil present, seasonal conditions and other considerations. As an alternative, the contractor
may use the methods and schedules shown below; however, it is recommended that a specialist
be consulted with attention given to Site specific conditions.
a. Cultivate area to a depth of 5 inches
b. Apply agricultural lime at the rate of 4000 lbs. per acre
c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre
Intentionally left blank Intentionally left blank
d. Sow grass seeds at the following rates:
Kind Rate Per Acre
Common Bermuda Grass
uunhulled 25 lbs.
hulled 12 lbs.
Pensacola Bahiagrass 50 lbs.
Korean Lespedeza 25 lbs.
Tall Fescue 30 lbs.
e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per
acre.
2. Where it is not possible to establish a permanent grass cover in a reasonably short period of
time due to seasonal considerations, a temporary grass cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains such as rye grass,
however shall not be considered a permanent grass cover. Where the season or other
conditions are not suitable for growing. a temporary erosion resistant cover, mulch may be
applied, however, mulch used alone shall be for the shortest time practical. A temporary or
permanent vegetative cover shall be established as soon as Conditions_ are favorable.
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of vegetative
N
cover.
4. Irrigate as necessary to optimize plant growth.
9 9816
0 This drawing is the property of HOUSTON and ASSOCIATES, P.A.andLL
co is not be reproduced in whole or in part without written permission from
F N A L DR"AW Nu"
F HOUSTON and ASSOCIATES, P.A. QCopyright 1996
NOT RELEASED FOR CONSTRUCTION �'�tit -At Ill �
0 E
ALL RIGHTS RESERVED
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95-0443-,

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
November 5, 1996
Mr. Don A. Owen
Owen Ventures, Inc.
Post Office Box 204
Siler City, North Carolina 27344
Subject: Permit No. SW8 960916
Owenton Plantation
Low Density Subdivision Stormwater Permit
Brunswick County
Dear Mr. Owen:
The Wilmington Regional Office received the Stormwater Management Permit Application for Owenton
Plantation on September 25, 1996. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 960916, dated November 5, 1996, for the construction of the project Owenton
Plantation.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either Greg
Stutts or me at [phone].
Sincerely,
Ken Eagleson
Regional Water Quality Supervisor
KE/ges: S:\WQS\STORMWAT\PEs�TT\960916.NOV
cc: Jay Houston, P.E., Houston & Assoc.
Delaney Aycock, Brunswick County Inspections
Wilmington Regional Office
Central Files
Greg St2tts
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No ca8
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
LOW 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
Owen Ventures, Inc.
Owenton Plantation
Brunswick County
FOR THE
construction, operation and maintenance of a 30 % low density subdivision 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 for Owenton Plantation.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 181 lots is limited to a maximum of 4,250 square feet of built -upon area, as indicated in the
approved plans. The areas labeled "Reserved For Future Development" and "Clubhouse & Recreation
Area" must be submitted to this Office for review prior to construction within these areas. CAMA
regulations may reduce the allowable built -upon area for those lots within the AEC.
2.The overall tract built -upon area percentage or lot sizes for the project must be maintained at 30%, per the
requirements of Section 1005 of the stormwater rules.
3.Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parrs of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) or curb outlet systems as defined in the stormwater rules and approved by the
Division.

State Stormwater Management Systems
Permit No CWR 060-91(.
5.No piping shall be allowed except:
a.That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b.That minimum amount needed under driveways to provide access to lots.
6.Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
7.The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be revised without
approval from the permittee, and responsibility for meeting the built -upon area limit is transferred to the
individual property owner.
8. Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of the
Register of Deeds prior to the sale of any lot. A copy of the recorded restrictions must be received by
this Office within 30 days of the date of recording. Recorded deed restrictions must include, as a
minimum, the following statements related to stormwater management:
a. The allowable built -upon area per lot is 4,250 square feet, inclusive of that portion of the right-of-way
between the front lot line and the edge of the pavement, structures, pavement, walkways of brick,
stoney slate, but not including wood decking."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the Division of Water Quality."
c. "Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development
except for average driveway crossings, is strictly prohibited by any persons."
d. "Lots within CAMA's Area of Environmental Concern may have the permitted built -upon area
reduced due to CAMA jurisdiction within the AEC."
9.The Engineer/Owner/Developer/Permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the approved plans and
specifications. Any deviation from the approved plans must be noted on the Certification.
10.The following items will require a modification to the permit. Revised plans, specifications and calculations
must be permitted prior to the permittee beginning construction on the modification:
a.Any revision to the approved plans, regardless of size.
b.Project name change.
c.Transfer of ownership.
d.Redesign or addition to the approved amount of built -upon area.
e.Further subdivision of the project area.
f.Filling in, altering or piping any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.

State Stormwater Management Systems
Permit Nn_RWR 960016
11. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee shall comply with the following schedule for construction and maintenance of the Low Density
Option stormwater systems:
a.Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational
for their intended use prior to the construction of any built -upon surface except roads.
b.During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
2.The permittee shall at all times provide the operation and maintenance necessary to operate the permitted
stormwater management systems at optimum efficiency to include:
a.Inspections
b.Sediment removal.
c.Mowing, and revegetating of the side slopes.
d.lmmediate repair of eroded areas.
e.Maintenance of side slopes in accordance with approved plans and specifications.
3.The permittee shall submit a copy of the recorded deed restrictions which indicates the approved built -upon
area per lot within 30 days of the date of recording.
4. The permittee shall submit the Engineer/Owner/Designer/Permittee Certification within 30 days of completion
of the project.
5.The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
III. GENERAL CONDITIONS
1.Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General
Statutes 143-215.6A to 143-215.6C.
2.The permit issued shall continue in force and effect until revoked or terminated.
3-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.

State Stormwater Management Systems
Permit Nn SWR 960916
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North
Carolina General Statute 143-215.1 et. al.
S.The permit is not transferable to any person except after notice to and approval by the Director. The Director
may require modification or revocation and reissuance of the permit to change the name and incorporate
such other requirements as may be necessary. A formal permit request must be submitted to the
Division of Water Quality accompanied by *?6e appropriate fee, documentation from both 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.
6.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)
which have jurisdiction.
7.The permittee grants permission to DEHNR Staff to enter the property during business hours for the purposes
of inspecting the stormwater control system and it's components.
Permit issued this the 5th day of November, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 960916

)CT-12-2005 WED 08:40 PM
JEOUSTON and ASSOCIATES, P..&.
s� � NOICH 284M
Telephone (910) 75"=4
Facsimile [phone]
Friday, .August IS,. 1999
Be. %inda Lewis, Eaviro'amea#sl user
L&iaton of Enviran=nW 1�a.�ia�gesn�tt
North Carolina Depax went of Environment,
Health, and Nat 21 Resources•
127 Cardh at Drive Extension
VJ9ndngt= North Caroh is 28405
guMect: owmdou Pxaatati I I - Pha®e I
permit No. =8 "W16
Engineer's Certification► - Partial Conkruction
Dear W. Lewbi
117 Pine 3bad
Peet Ofte Bone 827
ba, acardance with the subject permit for low densitp subdivision
+�tonnwater, I am Hereby eerufying that the Phase 1 portion of the project, (Lots
i -w), has been constructed Sri such a manner as to comply with the state
regulationm. Stoamwater tmatiment occoze by - the use of - the permitted,
vegetated svvales and by inffitration into both roadside and lateral swaiese
Streets and stormwater swales have been constructed in accordance with
the approved plans. ,As I have related to you. the overall subdivision restrictive
covenants have allowed only 3,000 square feet of impervious coverage rathEr
thou the 4,2Sa square feet allowed by pernAL
It is the intent of the developer to iievise later phases which 'WX AdY
result in • an increase in the total number of lots. There is an Jndkation that
some of the land originally - m-moined to be borderline wetlands, will be
released such that additlanal developable land is avafilable. We will appiY for a
modification to the adsting permit if and when this occurs. '
If there are any questions concerning this c 1cation, please contact
me and I wM respond at once.
J.
oat ". P.&
�• :i ' • • 1• • •1 ■ 0 IL

HOUSTON and ASSOCIATES, P.
Consulting Engineers U
SHALLOT IE, NORTH CAROUNA 28459 SEP 2 4 1996
Telephone [phone]
Facsimile [phone]
Ms. Linda Lewis, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
27 Cardinal Drive Extension
Wilmington, North Carolina 28405
117 Pine Street
----------------TSF URM Box 2927
7besday, September 24, 1996
Subject: Owenton Plantation
Shallotte; North Carolina
Submittal of Stormwater Plan for Approval
Dear Ms. Lewis:
On behalf of Owen Ventures, Inc., owner of Owenton Plantation, we are
pleased to submit for your review and approval two copies each of the
Stormwater Plans, the hydrologic and hydraulic calculations and the executed
Permit Application forms.
The proposed subject project falls within the low density guidelines.
Enclosed is a check in the amount of $225.00 to cover the required low density
application fee.
We appreciate your attention in this matter. Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience.
JRH/swq
Enclosures
pc: Mr. Don Owen
File; 95-0443 (Owenton Plantation)
J Houston, P.E.
s �on and Associates, P.A.
STORMWATER
nE C E I V ED
u5
SEP 2 51396
PROJ k 7G�RI�s