SW8940418_HISTORICAL FILE_19940811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 °I'-4Oy►g
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
qqy O $1 I
YYYYMMDD

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary Regional Manager
Mr. Bill Clark
Bill Clark Construction
4014 Oleander Drive
Wilmington, North CaroliniaN\
Dear Mr.
ll, 1994
ERTIFICATION OF COMPLIANCE
with Stormwater Regulations
tormwater Project No. SW8 940418
Lakemoor @ NorthChase
New Hanover County
The, Wilmington Rekibnal Office receiv6d the Stormwater Submittal for Lakemoor @ NorthChase
on April 15, 1.994, with final information on/August 4, 1994. Staff review of the plans and specifications,
includinelittie statement ofIin/tent to deed restrict the allowable built -upon area to 2,366 square feet for each
of the 45
the Storr
and gutter
Any modification of
this site regardless of the f
Stormwater Subrnittal/Modi
but are not limited to; pro'
addition of built -upon su f
approved plans.
proved plan, has determined that the project as proposed will comply with
set forth/in Title 15A NCAC 2H.1003(a)(3), and the Third Directive
velopments. The runoff will be treated in 5-100' grassed swales.
plans submitted to and approved by this Office or further development of
hat the modification may be less than 1 acre, will require an additional
ion and approval prior to initiation of construction. Modifications include
name changes, transfer of ownership, redesign of built -upon surfaces,
, redesign or further subdivision of the project area as shown on the
This Certification shall be effective from the date of issuance until rescinded. The project shall be
constructed and maintained in accordance with the plans and specifications approved by the Wilmington
Regional Office. / This Certification does not supersede any other permit or approval. The developer is
responsible for' obtaining any and all permits and approvals necessary for the development of this project.
This could include the Division of Coastal Management under CAMA requirements, the Division of
Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill
Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland Permit,
NPDES�stormwater permit if disturbing five acres or more, local County or Town Agency permits under .
their,local ordinances, or others that may be required.
127 Cardinal Drive Extemion, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Clark
August 11, 1994
Stormwater Project No. SW8 940418
Deed restrictions, including the allowable built -upon area per lot, must be recorded with the Office
of the Register of Deeds. A copy of the recorded deed restrictions, including deed book number and page,
must be forwarded to this Office within 30 days of the date of the recording. Failure to record and/or
submit the deed restrictions to this Office is considered a violation of this Certification.
An Engineer/Designer/Owner Certification (copy attached) must be received at the time the
recorded Deed Restrictions are submitted. The Certification will verify to this Office that the stormwater
controls, general layout of the project and the amount of impervious area are in substantial compliance with
the approved Stormwater Plan.
'11
If you have any questions concerning this matter, please contact Linda Lewis or me at (910) 395-
Sincerely,
4C::: A(L
ave Adkins
Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\CERTIFIC\940418.AUG
cc: Linwood Stroud, P.E.
Sky Conklin, New Hanover County Inspections
Bradley Bennett
Beth Easley, New Hanover County
Linda Lewis
Wilmington Regional Office
Central Files

Lakemoor Q NorthChase
New Hanover County
Stormwater Project No. SW8 940418
Engineer/Designer/Owner Certification
I, , having been authorized to observe
(periodically/weekly/full time) the construction of the project,
hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
constriction of the stormwater control system for this project such that the construction was observed to
be built within substantial compliance and intent of the plans and specifications approved by the NCDEM
Water Quality Section. The layout of the impervious surfaces and the road details, as constructed,
conform with the layout and road details shown on the approved plans. (Note: if a copy of the recorded
deed restrictions has not been forwarded, you must provide a copy along with this form.)
Signature
Date

0
LAREMOOR SUBDIVISION
STORM WATER MANAGEMENT OPERATION AND MAINTENANCE PLAN
Lakemoor Subdivision is a private subdivision in
NorthChase Development, New Hanover County, developed by Bill Clark
Construction Co., Inc. The subdivision includes improvements which
will be constructed and which will require perpetual maintenance.
The improvements include a storm water management system which
relies on grassed swales to provide treatment of storm water runoff
before release to surface water. Routine maintenance is required
in order for the grass swale system to function properly. There is
in existence a homeowners association, NorthChase Homeowners
Association, Inc., to provide for this and other maintenance of
common areas, and all lots in Lakemoor subdivision must be members
of NorthChase Homeowners Association, Inc. The developer, Bill
Clark Construction Co., Inc., has warranted that said improvements
will be performed in a proper and workman -like manner, and that
saI id improvements will meet all federal, state and local
regulations and that the same will be inspected and approved by the
appropriate authorities. The Homeowners Association will perform
routine inspection and maintenance as outlined below. Dues will be
established at a level sufficient to fund the required maintenance
personnel. As a minimum, the required maintenance procedures will
include:
(1) Ensure that grass is mowed a minimum of one (1) time
every ten (10) days during the growing season.
Pei- £S 6-q-y4
(2) Inspect swales once months for erosion or
blockage. Reseed and repair as necessary.''jJ)
STORMO ATER �1uJn��( MAY 3 1 1994 U
DEM
�.T 5w8 94041?3

in addition, the Homeowners Association will enforce the
restrictive covenants as related to the grass swales.
By:
rew L. Ammons,
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
ASSOCIATION, INC.
Emily B. Voigt , a Notary Public
in and for the County and State aforesaid do hereby certify that
ANDREW L. AMMONS personally appeared before me this day and
acknowledged the due execution of the foregoing and annexed
instrument.
WITNESS my hand and notarial seal this the 27th day of
May , 1994.
MY COMMISSION EXPIRES:
7-22-96

DIVISION OF ENVIRONMENTAL MANAGEMENT
DENSITY
X c4G
PROJECT DATA
Project Name Lakemoor
ENGINEERED
Location (County, Township/Municipality, Address, State Road) Northchase Development,
Cape Fear Township, New Hanover County
Owner's Name Bill Clark Construction Company, Inc.
Mailing Address 4014 Oleander Drive, Wilmington, North Carolina 2834-0
044
Phone Number [phone] Submittal Date May 11, 1994
45
Brief Description (include map and appropriate drawings) ."2 Lot residential subdivision
Name of Water Body Receiving Stormwater Runoff Cape Fear River
Classification of Water Body SB If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling resultsM1 8mg/1
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major
404 Permit
Other (Specify)
CALCULATION OF BUILT UPON AREA
Sedimentation/Erosion Control
DEM/DHS Sewage Disposal_
X
X
Built upon area means that portion of a development that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Classification
Built upon area
Total Project Area
% Built upon Area
Allowable B/U Area
Subwatershed
3.29
30.00
Subwatershed
Is the Project B/U Area < the Allowable B/U Area? Yes (If no, an engineered system is required.)
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density: SA waters --- 25%, Other ---30%
STORMWATER COLLECTION SYSTEM
Describe how the runoff will be treated Minimum of 100 feet of grass
swale before discharge to ditch or pond.
`Office use'oiily y P
G Yyill u. i: t � E,i
i�)l�ua�uul�i;,
MAY 3 1 1994 (�
DEEr1
n. �• SGu � 940418

' BUTFEW AREA
Is the built upon area at least 30 feet from mean high water of all surface waters? Yes If no, please
provide a description
(Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed
within 30 feet of the mean high water line if the project is intended to meet stormwater control
requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
By my signature below, I certify that the recorded deed res ttd protective covenants for this project
shall limit the allowable built -upon area per lot to 2856 236rasquare feet inclusive of right-of-way,
structures, pavement, walkways or patios of brick, stone, or slate, not including wood decking, state that
the covenants will be binding on all parties and persons claiming under them, that they will run with the
land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant pannot be
changed or deleted without consent of the State. The deed restrictions shall also require
that no swale may be filled in or.piped.
CERTIFICATION
1, William H. Clark I certify that the information included on this
submittal form is correct, that the project will be constructed in conformance with this information, and
that to the best of my knowledge, the proposed project complies with the requirements of 15 NCAC
2H.1003 (b). I authorize the below erson or firm to submit stormwater plans on my behalf, and
agree to abide by the d estr' i state ent above. r
Owner's Signature Date
Provide authorized person or firm name and address below:
Lin tv&ed L S�roaC�
/0'7 8 Gom.y, ece Sl�yee >-
eeh v,lle nlc-. 2.7
7 5.6 - 93s-z
I, Judy B. Allen , allotary Public for the State of North Carolina
County of Pitt do hereby certify that William H. Clark personally
appeared before me this day of May , 19 94 , and acknowledges the due execution
of the foregoing instrument. Witness my hand and official seal,
My commission expires 9/19/96
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regional Office
11 /-2UG 9
4 Q
Date Iadi 'dual Evaluating
Date
Supervisor
cc: Applicant/WiRO/Bradley Bennett/Central Files

t I

PP
r
FFk' AREA
Is the built upon area at least 30 feet from mean high water of all surface waters? Yes _ If no, please
provide a description
(Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed
within 30 feet of the mean high water line if the project is intended to meet stormwater control
requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
By my signature below, I certify that the recorded deed restrictions and protective covenants for this project
shall limit the allowable built -upon area per lot to 2850 square feet inclusive of right-of-way,
structures, pavement, walkways or patios of brick, stone, or slate, not including wood decking, state that
the covenants will be binding on all parties and persons claiming under them, that they will run with the
land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant cannot be
changed or deleted without consent of the State. The deed restrictions shall also require
that no swale may be filled in or piped.
CERTIFICATION
I, William H. Clark , certify that the information included on this
submittal form is correct, that the project will be constructed in conformance with this information, and
that to the best of my knowledge, the proposed project complies with the requirements of 15 NCAC
2H.1003 (b). I authorize the below pmme4erson or firm to submit stormwater plans on my behalf, and
agree to abide by the d estr' i state ent above.
Owner's Signature
Provide authorized person or firm name and address below:
L1-Y1 5�,-04 ��r�E
A), e Ke e
G�EBh � If- 27$-S'sS
i [9/9) 756- 93S—L
Date
I, Judy B. Allen , a Notary Publ it for the State of North Carolina
County of Pitt do hereby certify that William H. Clark personally
appeared before me this day of May , 19 94 , and acknowledges the due execution
of the foregoing instrument. Witness my hand and official seal,
LI QUc,J
My commission expires 9/19/96
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regional Office
?A- 7U Q 94 ctw a 4
Date Individual Evaluating Forms/Plans
Date Regional Water Quality Supervisor
cc: Applicant/WiRO/Bradley Bennett/Central Files

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
107B COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27858
[phone]
August 3, 1994
Ms. Linda Lewis
Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Storm Water Project No. SW8940418
Lakemoor at Northchase
New Hanover County
Dear Ma. Lewis:
In order to comply with the low density criteria, the developers
of this project have opted to decrease the number of lots from
fifty two (52) to forty five (45). The lots will be restricted to
2366 SF per lot which results in 30% or less total impervious
surfaces. The revised submittal form is enclosed.
Thank you for your assistance of this project. Please call if
you have any further questions.
Sincerely,
Linwood E. Stroud 79 6 U
LES/bsf 9
AUG 0 4 1994
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
HESTRON PLAZA ONE
SUITE 102
MOREHEAD CITY, NC 28557
[phone]
DEM
1V.'20J Scu S q"10
P.O. BOX 2697
2400 N. CROATAN HWY.
SUITE B
KILL DEVIL HILLS, NC 27948
[phone]

STROUD.ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NORTH CAROLINA 27858
[phone]
MWIICINI'� l3 q�O l I IP+NNI UUa. IMm 01111 IO Pon MOM IIXL V01 W11 M
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SHEET NO
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary Regional Manager
June 24, 1994
Mr. Linwood E. Stroud, P.E.
Stroud Engineering, P.A.
107-B Commerce Street
Greenville, North Carolina 27858
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 940418
Lakemoor at North Chase
New Hanover County
Dear Mr. Stroud:
The Wilmington Regional Office received previously requested additional information for
Lakemoor at North Chase on June 17, 1994. A preliminary review of that information has determined
that the submittal for the subject project is not complete. The following information is needed to continue
the stormwater review:
1. The submittal form indicates that the lots will be restricted to 2,850 square feet. Upon a
review of the density calculations for the project, it has been determined that the figure
must be revised to 2,055 square feet in order to comply with an overall density of 30%.
I have enclosed the original submittal form for your convenience in making this revision.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 24, 1994, or the submittal will be
returned as incomplete. If you have any questions concerning this matter please feel free to call me at
[phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\940418.JUN
cc: (2) Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

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STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NORTH CAROLINA 27858
[phone]
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❑ Shop drawings
❑ Copy of letter
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JOB NO
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following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
Milk
THESE ARE TRANSMITTED as checked below:
tF
oor approval ❑ Approved as submitted
r your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
❑ Submitcopies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: us at "a �
PRODUCT zeot �la, c,m,,,.m o1ai It enclosures are not as noted, kindly notify us et me.

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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
107E COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27858
[phone]
May 27, 1994
MAY 31 1994
Ms. Linda Lewis
Environmental Engineer
Division of Environmental Management
Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension "TOMATE'a'jp
(1
Wilmington, North Carolina 28405-3845 �g
RE: Stormwater Project No. SW8940418 Northchase-Lakemoor MAY 3 1
New Hanover County 1994
DEM
o� ¢1 C 9404(8
Dear Ms. Lewis:
In response to your review comments dated May 5, 1994 I am
enclosing the following:
1 a) Swale velocity calculations showing a maximum Swale
velocity of 2.46 fps.
1 b) Revised plans showing a Swale detail W/5:1 side slopes.
1 c) Revised plans showing a minimum of 100 feet of Swale at
all drainage outlets.
2. Piping has been reduced.
3. Completed density submittal form is enclosed.
4. Three (3) sets of plans are enclosed.
Sincerely,
Inwood E. Stroud, P.E. 5279
LES/bsf
P.O. BOX 2697
107 COMMERCE ST. HESTRON PLAZA ONE 2400 N. CROATAN HWY.
SUITE B SUITE 102 SUITE B
GREENVILLE, NC 27858 MOREHEAD CITY, NC 28557 KILL DEVIL HILLS, NC
(919) 75E9352 [phone] (919) 4414081

STORM/ DRAINAC
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I
Trapezoidal Channel Analysis 2 Design
Open Channel - Uniform flow
Worksheet Name: Lakemoor
Comment: CI 1 Discharge
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
5.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.030
0.0050 ft/ft
2.8B cfs
0.31 ft
1.40 fps
2.06 sf
8.14 ft
8.20 ft „
0.20 ft
0.0237 ft/ft
0.49 (flow is Subcritical)
c
Open Channel Flow Module, Version 3.12 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 0670E

Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: Lakemoor
Comment: CI 1 Discharge
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
5.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.030
0.0086 ft/ft
5.78 cfs
0.40 ft
2.09 fps
2.77 sf
8.97 ft
9.04 ft
0.31 ft
0.0210 ft/ft
0.66 (flow is Subcritical)
Open Channel Flow Module, Version 3.12 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

*Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: Lakemoor
Comment: CI 4 Discharge
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
5.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.030
0.0215 ft/ft
3.60 cfs
0.24 ft
2.46 fps
1.46 sf
7.37 ft
7.41 ft
0.23 ft
0.022e ft/ft
0.97 (flow is Subcritical)
Open Channel Flow Module, Version 3.12 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

Trapezoidal Channel Analysis 8 Design
Open Channel - Uniform flow
Worksheet Name: Lakemoor
Comment: FES 7 Discharge
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
5.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.030
0.0035 ft/ft
2.18 cfs
0.30 ft
1.13 fps
1.93 sf
7.97 ft
8.03 ft
0.17 ft
0.0249 ft/ft
0.41 (flow is Subcritical)
Open Channel Flow Module, Version 3.12 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 0670e

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary Regional Manager
May 5, 1994
Mr. Linwood E. Stroud, P.E.
Stroud Engineering, P.A.
107-B Commerce Street
Greenville, North Carolina 27858
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 940418
Northchase - Lakemoor
New Hanover County
Dear Mr. Stroud:
The Wilmington Regional Office received a Stormwater Submittal for the Northchase - Lakemoor
on April 25, 1994. A preliminary review of that information has determined that the submittal for the
subject project is not complete. The following information is needed to continue the stormwater review:
/Curb and gutter streets require the following additional items that must be addressed:
c% a. Swale velocity calculations to show non -erosive velocity for the type of grass cover
specified.
�. A swale detail showing 5:1 minimum side slopes, type of grass cover, and bottom
n width.
(� C. All swales must be a minimum of 100' long and have a maximum longitudinal slope
0 of 5 %.
2. A density submittal may not have excessive piping and collection systems. This project has
several runs of piping several hundred feet long. These must be eliminated, or a detention
pond must be designed to State standards for the runoff.
Z3. A completed submittal form, signed by the owner and notarized. The deed restriction
portion of the form must include an additional statement that no swale may be filled in or
piped.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Stroud
May 5, 1994
Stormwater Project No. SW8 940418
4, A signed and notarized Operation and Maintenance plan outlining specific activities, and
time frames for maintenance of the grassed swale system. It will include at a minimum
regular inspections for erosion, repair of eroded areas, reseeding or resodding, and
mowing. The responsible party must sign the document acknowledging and accepting
responsibility for maintenance of the system. The responsible party's name, address, and
phone number must be clearly typed on the document.
V5. Three sets of plans are required for all submittals and revisions.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to June 5, 1994, or the submittal will be
returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\940418.MAY
cc: Bill Clark Construction Co.
,Q) Linda Lewis
Central Files

APPLICATION`;':
`,4ENGINEERING'6 FACIL`I71ES FOR s
G. ',. li ,,,.+,+ Filer,'Number
a O
PERMIT y. r..
Fee Jaid'o'7t'-
• :� is FOR •..t., r fines
A LAND -DISTURBING ACTIVITY
O Qo Date;RT
v UNDER THE CONDITIONS SET -FORTH BY tATE
- THE NEW HANOVER COUNTY
i' i'ti f;a'`•;'7 r 4''.'� - . SOIL EROSION AND SEDIMENTATION CONTROL ORDINAAIM Z
1-
;)`;
10
-Applicant:�ill Clark Construction Co. Applicant's Agent: ,.;•,';,F�1F'a!��.`
< . i. ;•
�:.
x ! ,Address: 4014 "Oleander Drive Address:,
Wil"mineton, NC 28403+'t'I
•,I .�; +�•'.Telepfione Numberv- [phone] Telephone Number:
�y 71'?i`)'•t
Total Acres of .Land Disturbance: 10 Purpose of Development: Subdivision '� ;:'•,;; j^,
S, rP P 1,31
Location*andwDescription:of Land Disturbance: tN;"'�r1•.
Northchase,' east of Northchase Parkway West and south of the recreation area 'i.,(,�;_
".4• `Approxi:mate°`Start Up Date: 4-22-94 Approximate Completion Date: 10-1-1994'
• s �, _
.• i v,•�, a:F�.�- Sin .a . ��f: � ..' 1•,i.J �I ,�:
•; . r..;, STATEMENT OF FINANCIAL RESPONSIBILITY
,'Land oc-mer(s) of Record Person or firm(s) financially repo s • `f'`( ''iqnsibl'e;; g%ry
for the land -disturbing activity '.�"=•tt 7�+�
Nameo-} Bill` Clark Construction Co. Name: Bill Clark Construction'Com anv `•!f�•+,,'''`')`'
r 1r [@N
p Addiess'c• 401'4' Oleander Drive "' + ( {;
Address: 4014 Oleander Drive " It,la 11t
Y .• ; Wilmington, NC 28403 Wilmington, NC 28403 "`;j•- �7
Telephone Number:[phone] Telephone Number: [phone]-'
Location of''deed (s) or instrument(s) : County New Hanover Book 1761 'Page0909'
County Book Page
-^ ,The=aboye•information is true 'and correct to the best of my knowledge and belief 'and s,.xl
lii..,: ,• : provided by ;mei while' under oath. (This form must be signed by the financially responsib,le�;ci P1*a.f
z •'pers'on:.if 'an -individual and by an officer, director, partner, attorney -in -fact, or other
s
,.pernc .of authority to execute instruments for the financially responsible person if 'not' "yl1'•�rrr ,
an•.individual.).; , i if`r)_.
- y
Date: April 8, 1994
Name (Typ r Print i Clark Const. Co. ,hy,
- ! Title:
Signature:

NARRATIVE
EROSION AND SEDIMENTATION CONTROL PLAN
LAKEMOOR SUBDIVISION
MARCH 22, 1994
Bill Clark
ction
any
DEVELOPER: Wilmington,CNortvCarolinamp8403 �� BV© ��®9
4014 Oleander Drive
ENGINEER: Stroud Engineering, P.A. u U E U��L� UDui ,
107 B Commerce Street D u U
Greenville, North Carolina 27858
APR 2 5 1994
DEM
.,O35(u8 44041$
A. Description of Project
1. Type Development - This is a residential development
consisting of fifty seven (57) lots located on an 11.45
acre site within Northchase east of Northchase Parkway
and south of the recreation area.
2. Earth Disturbing Activities - The earth disturbing
activities will consist of site grading as well as
excavation for utilities and drainage.
3. Soil Types - The soils on this site consist primarily
of fine loamy sand with lenses of organic or peaty
materials. These type soils are highly susceptible
to erosion.
4. Drainage - The drainage for this site will discharge to a
pond approximately three (3) acres in size which is a
part of the Northchase pond system. This pond system was
designed by Talbert, Cox and Associates, Inc. to provide
for storm water management of the entire Northchase
Development. This development complies with the intent
of the storm water management master plan.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
1. The site will be developed in phases of 15-20 lots per
phase which will minimize the area disturbed at one
time.
2. Filter check dams will be provided at outlets where pipes
discharge into swales to trop sediment at that point.
3. Grading of roads, swales, etc. will be at 0.5% or less to
reduce runoff velocities to a minimum; generally less

fi •,I P
3. Grading of roads, swales, etc. will be at 0.5% or less to
reduce runoff velocities to a minimum; generally less
than three (3) FPS.
4. Silt fence will be placed around inlets and areas of
sheet runoff.
,1
5. Seeding - Within thirty (30) days following each earth )
disturbing activity all disturbed areas will be seeded
and mulched. The seeding operation will comply with the
attached schedule.
0
D. TIME SEQUENCE OF OPERATION
The construction of the project will be in accordance with
the 'following sequence: : '
1. Install stone construction entrance.
2. Construct temporary filter check dams, silt sumps, and
silt fences.
3. Install drain pipes.
4. Rough grade streets.
5. Install underground utilities.
6. Install curb and gutter.
7. Place stone on streets.
8. Perform finish girding, seed and mulch.
9. Pave streets.
E. DESIGN CRITERIA
1. The design storm is ten (10) years.
2. Runoff was calculated by the rational method C = 0.45,
i = 5.0. �.e.............
52�
ti FE i�� 3, Z�- S
f-'•,+•, Linwood E. Stroud, P.E. 5279
o� -...

SEEDING SCHEDULE
SEED BED PREPARATION
Lime ------------------------------------
2 Tons/AC.
10-10-20--------------------------------
1,000 lbs./Ac.
0-20-0----------------------------------
500 lbs./Ac.
Straw Mulch -----------------------------
2 tons/Ac.
(afseeding)
Asphalt Tack ----------------------------
r
200tga
gal./ton of mulch
SEEDING MIXTURE
(February 1 - April 30)
Tall Fescue -------------------------
Pensacola Bahiagrass ----------------
Korean or Kobe Lespedeza (scarafied)
(May 1 - August 31)
Tall Fescue ------------------------
Weeping Lovegrass ------------------
Korean or Kobe Lespedeza (Scarified)
Browntop Millet --------------------
(September 1 - January 31)
Tall Fescue ------------------------
Korean or Kobe Lespedeza (Unscarified)
Rye (grain)------------------------
u
50 lbs./Ac.
10 lbs./Ac.
50 lbs./Ac.
50 lbs./Ac.
5 lbs./Ac.
50 lbs./Ac.
25 lbs./ac.
60 lbs./Ac.
60 lbs./Ac.
25 lbs./Ac.

4
L.
I�
NORTHCHASE
DRAINAGE
CALCULATIONS
SEPTEMBER 23, 1985
S
%. i 1 .� tUS-
;
vLS
L APR 2 5 1994 U
DEM
101 5(u8 44o418a4o418
Talbert, Cox & Associates, Inc.
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248 N. FRONT STREET
WILMINGTON. N.C. 28401
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248 N. FRONT STREET WILMINGTON, N.C. 28401,
JOB: _ %o//85 BY: &11-?f DATE: 9,/2�B,S''! •ll.Ir�
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- ENGINEERS, ARCHITECTS AND PLANNERS--
248 N. FRONT STREET WILMINGTON, N C 28401
JOB: A4? M I I UT I.: I i I; V:
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STROUD ENGINEER,., .:, P.A.
107 B Commerce Street
GREENVILLE, NORTH CAROLINA 27858
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AND NOT THE SUM OF
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S-SLOPE (%)
Q-_FLOW (C.F.S.) CHART SD-6
APPRw[o:oAT[ Mw8,1980