SW8031055_HISTORICAL FILE_20040723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O 3 t b 55
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoo'-j o7z3
YYYYMM DD

tyiz�3t"
V.
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
July 23, 2004
Mr. Joseph H. Goodman, President
Lanvale Corporation, Inc.
PO Box 4292
Wilmington, NC 28406
Subject: Stormwater Permit No. SW8 031055
Lanvale Farms
High Density Subdivision Project
Brunswick County
Dear Mr. Goodman:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Lanvale Farms on July 22, 2004. 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 031055, dated July 23, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 23, 2014, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention
to the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system
will result in future compliance problems.
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 Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:1WQSISTORMWATIPERMIT1031055.ju104
cc: Danis Fennell, P.E., Cape Fear Engineering
Delaney Aycock, Brunswick County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarolina
Phone; 910-395-39001 FAX [phone] Internet: h2o.enr.state.nc.us Natural4il
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 031055
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
Joseph H. Goodman, Lanvale Corporation, Inc.
Lanvale Farms
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond 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 July 23, 2014 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. 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 1.5 of this permit. The subdivision is permitted for
82 lots, each allowed 3,200 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
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.
Page 2of9

State Stormwater Management Systems
Permit No. SW8 031055
5.
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
Drainage Area, acres:
29.60
Onsite, ft2:
1,289,376
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
385,385
82 Lots at 3,200 ft2.:
262,400
Roads/Parking, ft2:
112,200
SW, ft2:
1,955
Pool Amenity, ft2:
8,830
C.
Pond Depth, feet:
7.5
d.
TSS removal efficiency:
90%
e.
Design Storm:
1"
f.
Permanent Pool Elevation, FMSL:
24.0
g.
Permitted Surface Area @PP, ft2:
56,595
h.
Permitted Storage Volume, ft3:
92,084
i.
Storage Elevation, FMSL:
25.5
j.
Controlling Orifice:
3.0"0 pipe
k.
Permanent Pool Volume, ft3:
198,070
I.
Forebay Volume, ft3:
54,999
m.
Maximum Fountain Horsepower:
314
n.
Receiving Stream 1 River Basin:
Jackey's Creek 1 Cape Fear
o.
Stream Index Number:
CPF17 18-77-3
p. Classification of Water Body: "C Sw"
ll. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, 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 Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
I Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 031055
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. 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 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, acquisition, 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.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning -and Design Manual. t
Page.4 of 9

State Stormwater Management Systems
Permit No. SW8 031055
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 031055, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 3,200 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate,. coquina and.
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. Built -upon area in excess of the permitted amount will require a permit
modification.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed 1n the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 314 horsepower.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.,
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 031055
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. 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.
18. 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.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
s
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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.
4. 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.
5. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 031055
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. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. 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.
Permit issued this the 23rd day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A,_e
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 031055
Page 7 of 9

CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 26451
TR [phone]
FAX [phone]
www, copefearengineering. com
To: NCDENR —Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
-linda_Lewis-3
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
RECEIVED
J U L 2 2 2004
BY. a T
Transmittal
Date: 7/22/04
File: 807-01
Subject: Lanvale Farms
Stormwater
❑ For Distribution ® For your Review 1 Action 1 Approval
11 Quantity I Drawing No. I Description II
1 1 1 Sample Stormwater Deed Restrictive Covenants, signed by Joe Goodman
REMARKS Linda,
if you have any questions, or need further information, don't hesitate to call.
Thank you,
Todd
CC: Caper ngineeri g 'c.
File
Signed
T
nager
NCDENR-trans-J uly_22_04.doc

Lanvale Farrns SW8 031055
•t
Subject: Lanvale Farms SW8 031055
From: Linda Lewis <[e-mail]>
Date: Wed, 21 Jul 2004 18:22:06 -0400
To: [e-mail]
Davis:
T have reviewed the additional information submitted on May 7, 2004. Please have
Mr. Goodman sign and date the proposed section of covenants pertaining to
stormwater, or submit a copy of the entire covenant document.
Please submit this information prior to August 22, 2004,
Thanks, Linda
1 of 1 7/21/2004 6:22 PM

T
CAPE FEAR
Engineering, Inc.
May 7, 2004
Linda Lewis
NCDENR
Water Quality
127 Cardinal Dr. Ext.
Wilmington, NC 28405
RE: Lanvale Farms (SW8 031055)
Dear Ms. Lewis.
0 l i'034
IBY:-
Please find the enclosed response to your request for additional information for the above
referenced project:
1. There is no offsite drainage entering the pond. The information listed in the
application was utilized to determine that no offsite drainage enters the pond.
2. All access and drainage easements have been located, labeled, and
dimensioned on the attached plan.
3. Sample deed restrictions containing the required verbiage are attached.
4. Articles -of incorporation documenting Mr. Goodman's signatory authority for
-Lanvale Corporation are attached.
5. A cul-de-sac detail has been added to the attached plan.
6. The rebar spacing for the proposed trash rack has been reduced to 4 inches.
7. The Wet Detention Basin supplement has been revised and is attached.
S. The "Pond with Forebay Section" detail has been revised on the attached plan.
9. The "other" and "parking" proposed BUA's are included for the construction
of a future amenity area to include a swimming pool, bathhouse, and parking
area. This area is labeled on the attached plan and the sample deed
restrictions include the BUA allocation for this area.
10. See item 9.
11. No offsite drainage enters this project, including Lanvale Road. There is an
existing roadside ditch along Lanvale Road, and there is a proposed driveway
151 Poole Road, Suite 100 • 6elville, NC 28451 • TEL: [phone] • FAX: [phone]
www.ca pefeareng ineering.com

1
pipe to bypass the existing drainage from our project. Spot elevations are
included on the attached plan.
I trust this information to be sufficient for your review and approval. If you have any
questions or require additional information, please contact this office.
Thank yo
K. Davis Fennell, PE
cc: file

[Ewd: La.�vale Farms]
Subject: [Fwd: Lanvale Farms]
From: Linda Lewis <[e-mail]>
Date: Fri, 23 Apr 2004 16:27:37 -0400
To: Todd King <[e-mail]>
Todd
In addition to the items in my previous email, there are still 11 outstanding items
from my April 12, 2004, letter yet to be addressed.
Linda
Subject: Lanvale Farms
From: Linda Lewis <[e-mail]>
Date: Fri, 23 Apr 2004 16:21:30 -0400
To: Todd King <[e-mail]>
Todd:
The low density supplement you submitted on April 12, 2004, has not been
initialled, and the deed restrictions need to be in legal format. Please initial
page 2 of the.supplement. All you've done on the deed restrictions is fill in the
blanks on what I sent you. The document I sent you is meant to be a guide in
developing the covenants for all projects. As was indicated in my letter of April
12, 2004, not all of the sections in that document will apply to this project.
Please use only statements I.1-I.5, II.1, II.3 and 11.4, and delete those sections
that do not apply. The applicant needs to have a lawyer draw up the proposed
document (or use a legal shell from a previous subdivision) and have the owner
submit a copy of the proposed restrictive covenants for the subdivision in legal
format which contain the appropriate statements.
Please submit this information by May 23, 2004.
Linda
Lanvale Farms Content -Type: message/rfc822
Content -Encoding: 7bit
IofI
4/23/2004 4:27 PM

L'anvale }rarms
Subject: Lanvale Farms
From: Linda Lewis <Linda.Lewis @ncmai1.net>
Date: Fri, 23 Apr 2004 16:21:30 -0400
To: Todd King <[e-mail]>
Todd:
The low density supplement you submitted on April 12, 2004, has not been
initialled, and the deed restrictions need to be in legal format. Please initial
page 2 of the supplement. All you've done on the deed restrictions is fill in the
blanks on what I sent you. The document I sent you is meant to be a guide in
developing the covenants for all projects. As was indicated in my letter of April
12, 2004, not all of the sections in that document will apply to this project.
Please use only statements 1.1-I.5, 11.1, 11.3 and I1.4, and delete those sections
that do not apply. The applicant needs to have a lawyer draw up the proposed
document (or use a legal shell from a previous subdivision) and have the owner
submit a copy of the proposed restrictive covenants for the subdivision in legal
format which contain the appropriate statements.
Please submit this information by May 23, 2004.
Linda
1 of 1 4/23/2004 4:21 PM

Calculation:
SAxDF) - RA -OA = BUA
-- No. Lots _ Lots
29.6 ac. x 0.30) — 2.58 ac. — 0.25 ac. = 0.0735 ac./lot = 3200 sfllot
82 lots
11I. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary.' If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided by DWQ within 30 days of
platting and prior to sale of any lots.
C. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
I otw: SWU-104 Rev 3.99 Page 2 of 2

S,
INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000 the Coastal Stormwater Mariagemeht Regulations, deed restrictions and ..
protective covenants are required for certain developments where lots will be subdivided and sold. Deed restrictions and
protective covenants are'necessary to ensure that the development maintains a "built -upon" surface area consistent with
,rthe applicable regulation limiting built -upon area. The following deed restrictions and covenants must be recorded prior to
s' issuing the Stormwater Management Permit: :..
!. For AEI Projects:
1. q The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit
Number SW8031055 as issued by the Division of Water Quality under NCAC 2H.1000.
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the stormwater management permit.
3..', These covenants are to run with the land and be binding on all persons and parties claiming under them.
s
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of
the State of North Carolina, Division of Water Quality.
''5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Water Quality.
Il,t. Low Density Residential Subdivisions (In addition to 1.1-1.5 and all others that apply)
The maximum allowable built -upon area per lot is 3200 square feet. This allotted amount includes any
built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open wood decking, or the water
surface of swimming pools.
if the BUA per lot varies, record as follows and provide a complete lot listing with proposed BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
2 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.
C,3) Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
- 4 ? All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
III Low Density' Subdivision with Curbs and;Gutters: (In'addition to 1.1-1.5, i1.1-11.4 and all others that apply)
1. Fil/Ag in,"piping or altering any designated 5:1 curb outlet swale associated with the development is prohibited by
any persons.
2. ThlsIproject proposes a curb outlet system. Each designated curb outlet swale shown on the approved plan must
be 'maintained at a minimum of 100' long with 5:1 (H: V) side slopes or flatter, have a longitudinal slope no steeper
than 5%, carry th'e flow from b 10 year storm in a non -erosive manner, and maintain a dense vegetated cover.
IV Project lies within CAMA's AEC: (In addition to 1.1-1.5 and all others that apply)
1. "Lots within CAMA's Area of Environmental Concem may have the permitted maximum built -upon area reduced
due to CA MA jurisdiction within the AEC."

V. For Low Density Commercial Subdivisions: (in addition to 1.1-1.5, 11.1-11.4 and all others that apply)
1. Each lot whose ownership is not retained by the permittee, shall submit a separate low density stormwater permit
application to the Division of Water Quality and receive a permit prior to construction. Lots retained by the
permittee shall be submitted as modifications to the original permit.
2. If one lot exceeds the allowable built -upon area, the entire subdivision is subject to the high density design
criteria.
V1 ' For High Density Commercial Subdivisions: (in addition to all others that apply)
1. The maximum allowable built -upon area per lot is square feet. This allotted amount includes any
built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
x
If the BUA per lot varies, please record as follows and provide a complete lot listing with proposed BUA:
The maximum allowable built -upon area per lot is as follows:
V
Lot # BUA Y Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas on the lot must drain into the permitted system. This maybe accomplished
through providing roof drain gutters which drain to the street, grading the lot to drain toward the street or grading
perimeter swales to collect lot runoff and directing them into the stormwater system or into the street. Lots that will
naturally drain into the system are not required to provide these additional measures.
3. Each lot whose ownership is not retained by the permittee, shall submit a separate stormwater permit application
to the Division of Water Quality and receive a permit prior to construction.
Vll. For High Density Residential Subdivisions: (in addition to L 145 and all others that apply)
•3
1. The maximum allowable built -upon area per lot is square feet. This allotted amount includes any
built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
If the BUA per lot varies, please record as follows and provide a complete lot listing with proposed BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters which drain to the street, grading the lot to drain toward the street, or grading
perimeter swales to collect lot runoff and directing them into the stormwater system or into the street. Lots that will
naturally drain into the system are not required to provide these additional measures.
2

VIII For Shopping Centers with Outparcels or a Future Development allotment: (in addition to 1-1 through 1-5
and all others that apply)
The maximum built -upon area for outparcel(s) and future areas shown on the approved plans is as follows:
a�
Outparcel # BUA Future Development
These allotted amounts include any built -upon area constructed within the property boundaries, and that portion
of the right-of-way between the 16t lines and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
2. The runoff from all built -upon area on the outparcel or future area must be directed into the permitted stormwater
control system.we
3. Built -upon area in excess of the permitted amount will require a permit modification.
4. The connection from the outparcel s collection system into the stormwater control shall be made such that short-
circuiting of the system does not occur.
5. Each outparcel or future development tract whose ownership is not retained by the permittee, shall submit a
separate 'offsite storm water permit application to the Division of Water Quality and receive a permit prior to
construction. y

CAPE FEAR
Engineering, Inc,
151 Poole Aoad, Suite i00
BoMffe, NC 26451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
NCDENR — Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Linda Lewis
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: 4/12/04
File: 807-01
Subject: Lanvale Farms
Stormwater Submittal -Supplements
❑ For Distribution ® For your Review 1 Action 1 Approval
Quantity
Drawing No.
Description
1
Low Density Supplement Application
1
Deed Restrictions and Protective Covenants Information — Not Recorded
REMARKS Linda,
If you have any questions, or need further information, don't hesitate to call.
Thank you,
Todd
CC: Cage. r gin g, Inc.
File '
Signed
Todd King — ProX ct Manager
AQA I k2004
NCDENR-trans-APR1204.doc

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may he photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name : Lanvale Farms Subdivision
Contact Person: Todd King Phone Number: ( 910) 383-1044
Number of Lots: 82
Allowable Built Upon Area Per Lot*: 3200 sf
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
I1. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculations in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area dived by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Porni: SWIJ-104 Rev 3.99 Page 1 of 2

Permit No. sw (�31�55
(to be proti,ided bi' DJVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review_
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: Lanvale Farms
i
Contact Person: Joe Goodman
Phone Number: [phone]
For project with multiple basins, specify which basin this worksheet applies to: Pond #1
} elevations
Basin Bottom Elevation
16.5
ft.
(floor of the basin)
€ Permanent Pool Elevation
24.0
ft.
(elevation of the orifice)
ITemporary Pool Elevation
25.5
ft.
(elevation of the discharge structure overflow)
I areas
i Permanent Pool Surface Area
56,595
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
29.6
ac.
(on -site and off -site drainage to the basin)
Impervious Area
8.85
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
198,070
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
125,964
cu. ft.
(volume detained above the permanent pool)
a Forebay Volume
s
54,999
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA'
0.80
(sui face area to drainage area ratio from DWQ table)
Diameter of Orifice
3.0
in.
(2 to S day temporary pool draw -down required)
Design Rainfall
I
in.
Design TSS Removal z
90
%
(minimum 85% required)
iForm: SNVU-102 Rev 3.99
rage I of 4

Entity Names
Page 1 of 1
North Carolina
Elaine F Marshall DEPAR^f' 1ENT °F TIDE
Secretary SECRETARY OF STATE
Corporations
*Corporations Home
*Important Notice
*Corporate Forms/Fees
*Corporations FAQ
*Tobacco Manufacturers
•Verify Certification
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Links
"Secretary Of State Home
*Business License
ORegister for E-Procuremeni
•Dept. of Revenue
Legislation
*1999 Senate Bills
*2001 Bill Summaries
*Annual Reports 1997
*Corporations 1997
°Other Legislation
Search
*By Corporate Name
*For New Corporation
*By Registered Agent
Online Orders
*Start An Order
*New Payment Procedures
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 4/12/2004
Click here to:
View Document Filings i
Print a pre -populated Annual Report Form I File an Annual Report i
Corporation Names
Name Name Type
NC Lanvale Corporation Legal
Business Corporation Information
SOSID:
Status:
Date Formed
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0691571
Current -Active
9/19/2003
Domestic
NC
Perpetual
McLendon, John A., Jr.
230 North Elm St., Ste. 1500
Greensboro NC 27401
230 North Elm St., Ste. 1500
Greensboro NC 27401
No Address
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.
http://www.secretary.state.nc.us/Corporations/soskb/Corp.asp?5692180 4/12/2004

SOSID: 691571
Date riled: 9/19/2003 8:45:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200326200040
ARTICLES OF INCORPORATION
OF
LANVALE CORPORATION
The undersigned hereby submits these Articles of Incorporation for the purpose of
fonning a business corporation under the laws of the State of North Carolina.
I. The name of the corporation is: Lanvale Corporation
2. The number of shares the corporation, is authorized to issue is One Hundred
Thousand (100,000) shares of common stock.
3. The street and mailing address and county of the initial registered office of the
corporation are 230 North Elm Street, Suite I500, Greensboro, North Carolina
27401, Guilford County, and the name of the initial registered agent at such
address is John A. McLendon, Jr.
4. The name and address of the incorporator is John A, McLendon, Jr., 230 North
Elm Street, Suite 1500, Greensboro, North Carolina 27401.
5. To the fullest extent permitted by the North Carolina Business Corporation Act as
it exists -or may hereafter be amended, no person who is serving or who has served
as a director of the corporation shall be personally liable to the corporation or any
of its shareholders for monetary damages for breach of duty as a director. No
amendment or repeal of this article, nor the addition of any provision to these
Articles of Incorporation inconsistent with this article, shall eliminate or reduce
the protection granted herein with respect to any matter that occurred prior to such
amendment, repeal, or addition.
6. These articles shall become effective when filed.
This the 17`h day of September, 2003.
(A'
RECEIVEDJohn A.
McLendon, Jr., Inco rator
MAY 0 7 2004
PxoJ # SW � 3 l U 55
130953-1

intity Names
Page I of I
North Carolina
Flame F. Marshall DEPARTMENT ol" THE'
Secretary )ECRE TARY car STATEE
Corporations
°Corporations Home
"Important Notice
°Corporate Forms
*Corporations FAQ
*Tobacco Manufacturers
°Verity Certification
*Online Annual Reports
Links
°Secretary Of State Home
*Business License
Register for E-Procureme
°Dept• of Revenue
Legislation
01999 Senate Bills
02001 Bill Summaries
Annual Reports 1997
°Corporations 1997
°Other Legislation
Search
"By Corporate Name
"For New Corporation
08y Registered Agent
Online Orders
"Start An Order
°New Payment Procedures
PO Box 29622 RBleiUh, NC 27626-0 2r 1191 )007-2 00
Date: 11 /5/2003
Click here to:
View Document Filings I I
File an Annual Report I Print a prepopulated Annual Report i
Corporation Names
Name Name Type
NC Lanvale Corporation Legal
Business Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0691571
Current -Active
9/19/2003
Domestic
NC
Perpetual
McLendon, John A., Jr.
230 North Elm St., Ste.
Greensboro NC 27401
230 North Elm St., Ste.
Greensboro INC 27401
No Address
No Address
1500
1500
--------------
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.

Minutes of Action of the Board Of Directors
of
Lanvale Corporation
September 22, 2003
The undersigned, being all of the directors of Lanvale Corporation, a North Carolina
corporation, do hereby adopt the following resolutions by this written consent thereto, to
complete the organization of the corporation in accordance with the North Carolina Business
Corporation Act, Chapter 55 of the General Statutes:
Adoption of Bylaws
RESOLVED, that the Bylaws in the form made available for examination by the
undersigned directors of the corporation hereby are adopted as the Bylaws of the corporation and
shall be inserted in the minute book of the corporation following the Articles of Incorporation
and preceding these minutes.
Approval of Stock Certificate
RESOLVED, that the form of certificate for the common stock of the corporation made
available for examination by the undersigned directors hereby is approved and adopted and that a
specimen thereof shall be inserted in the minute book of the corporation.
Approval of Corporate Seal
RESOLVED, that the following seal hereby is approved and adopted as the seal of the
corporation:
Fixing Number of Directors
WHEREAS, the Bylaws of the corporation allow the number of directors to be fixed at
any number between a minimum of one and a maximum of three; now, therefore, it is
RESOLVED, that the number of directors of the corporation be fixed at two (2) until
such other number of directors is established by the Board of Directors or the shareholders in
accordance with the Bylaws of the corporation.
131241_1

Adoption of Banking Resolutions
RESOLVED, that banking resolutions appointing Central Carolina Bank as a depository
for the corporation's funds, in the form made available for examination by the undersigned
directors and atl.ached to these minutes, are approved and adopted, and the Secretary of the
corporation is authorized to certify the adoption of said resolutions.
Appointment of Officers
RESOLVED, that the following persons hereby are appointed to serve as officers of the
corporation until their successors shall have been duly appointed:
President Joseph H. Goodman
Treasurer Joseph H. Goodman
Secretary Margaret Goodman Shelton
Assistant Secretary Patricia Goodman
Issuance of Common Stock
WHEREAS, Joseph H. Goodman has offered to the corporation $550.00 in cash in
exchange for shares of its common stock valued at such amount, and Margaret Goodman Shelton
has offered to the corporation $450.00 in cash in exchange for shares of its common stock valued
at such amount; and
WHEREAS, the Board of Directors has considered all factors relevant to a determination
of the value of such stock and the fairness of the offer; now, therefore, it is
RESOLVED, that the officers of the corporation hereby are authorized and directed to
accept such offers and to issue and deliver to:
Joseph H. Goodman 550 shares of the corporation's common stock for $550.00 in
cash, which consideration the Board of Directors hereby determines to be
adequate for the shares to be issued; and
Margaret Goodman Shelton 450 shares of the corporation's common for $450.00
in cash by, which consideration the Board of Directors hereby determines to be
adequate for the shares to be issued; and
FURTHER RESOLVED, that, upon receipt by the corporation of such consideration, the
officers of the corporation hereby are authorized to cause to be issued and delivered to each of
Joseph 14. Goodman and Margaret Goodman Shelton a stock: certificate representing the shares
purchased.
U 1241 1 - 2 -

Shareholder Agreement
WHEREAS, the shareholders of the corporation desire to enter into a Shareholder
Agreement dated as of September 22, 2003, and the directors deem it to be in the best interest of
the corporation to enter into such Shareholder Agreement; now, therefore, it is
RESOLVED, that the Shareholder Agreement dated September 22, 2003 by and among
the corporation, Joseph 1-1. Goodman and Margaret Goodman Shelton, in the form made
available for examination by the undersigned directors and attached to these minutes, be and
hereby is adopted and approved; and
FURTHER RESOLVED, that the officers of the corporation be and they hereby are
authorized and directed to execute the Shareholder Agreement in the name of and on behalf of
the corporation, and to take such other actions as are necessary to effectuate the intent of such
Shareholder Agreement and of these resolutions.
S Corporation Election
RESOLVED, that the corporation elects to be treated as a small business corporation
under Subchapter S of the Internal Revenue Code of 1986, as amended, for federal and state
income tax purposes, and the President of the corporation hereby is authorized and directed to
take such actions as are necessary to comply with all of the requirements of the Internal Revenue
Service in making such election.
These actions are effective as of September 22, 2003.
Jos . Goodman
Malt
a r t G dman Shelton
1312411 - 3 -

OF WAT, � Michael F. Easley, Governor
�a P William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
0 Division of Water Quality
Coleen M. Sullins, Deputy Director
Division of Water Quality
April 12, 2004
Mr. Joe Goodman, Member/Manager
Lanvale Corporation, Inc.
PO Box 4292
Wilmington, NC 28406
Subject: Request for Additional information
Stormwater Project No. SW8 031056
Lanvale Farms
Brunswick County
Dear Mr. Goodman:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Lanvale Farms on February 3, 2004. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The top of page 3 of the application indicates that the offsite drainage areas
were derived via USGS Topographic information and zoning, however, the
project area and the drainage listed on page 2 of the application are the -
same. If there is true offsite drainage entering this pond, the drainage area
would tend to be larger than project area. If there is offsite drainage, please
label and delineate the offsite drainage area and either account for the
drainage in sizing the pond or show how the drainage will be routed around
the pond.
2. Please locate, label and dimension the recorded access and drainage
easements.
3. Please provide a copy of the proposed restrictive covenants to include the
language as found in the attached document: Statements 1.1-1.5, 11.1, 11.3, and
11.4.
4. Please provide documentation of your status as Manager.
5. Please label the cul-de-sac pavement radius on the plans or provide a detail
on the plans.
6. Please reduce the trash rack rebar spacing to 4".
7. The temporary pool elevation is noted as 25.5 on the supplement and in the
calculations but the temporary pool volume reported on the supplement
appears to be based on elevation 26. If 25.5 is the storage elevation, then
please recalculate the temporary pool volume and
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service A*M
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCOEN3i

Mr. Goodman
April 12, 2004
Stormwater Application No. SW8 031055
8. The "Pond with Forebay Section" detail also shows the temporary pool
elevation as 26.0. Please review and revise the plans or application as
needed, based on item #7.
9. Please identify and delineate the "Other' and "Parking" proposed BUA's.
10. Please identify the open space between Lots 41 and 49. Is this common
area? Has any BUA been allotted for this space? If yes, don't forget to include
the BUA limit for the common area in the restrictive covenants.
11. Does any of the runoff from Lanvale Road enter this project? Please provide
existing grades on Lanvale Road and label all drainage features with their
inverts.
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 May 12,
2004, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension -to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlad: S:1WQSlSTORMWATIADDINFO120041031055.apr04
cc:. Todd King, Cape Fear Engineering
Linda Lewis
Page 2 of 2

Stormwater Design
Narrative and Calculations
Subject:
Lanvale Farms
Brunswick County, North Carolina
Prepared for
Lanvale Corporation Inc.
P.O. Box 4292
Wilmington, North Carolina 28406
[phone]
Date: January, 2004'�,
r
SEAL_
20563 s
Prepared by ICN, G
Cape Rear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]

�1�`t�����.orse' �ti 4y rFi►r
� f� is i'�
tL�' ���µ•
a •�' �. r��� .�� t.�.
.3.fv�`lyf

DESIGN NARRATIVE
L GENERAL:
The project site is located in the Town Creek Township in Brunswick County, North Carolina.
This is a Low density project with a proposed 82 lots and one amenity center on approximately
30 acres.
2. EXISTING SITE:
Site topography in the area is relatively flat with slopes grades typically between one half and
four percent (0.5% - 4%). The existing drainage pattern follows the natural draws to existing
ditches and creeks. The site is primarily wooded with an existing gravel driveway and no
existing structures.
3. PROPOSED IMPROVEMENTS:
A stormwater collection system utilizing curb and guttering is to be used in this project.
Stormwater that is collected in the roadways will be treated in the proposed stormwater treatment
ponds. After treatment, the pond discharges into a existing ditch located on the property, and
eventually to Jackeys' Creek. The stormwater collection system will be constructed first and the
ponds are to be used as sediment basins until site stabilization. Once stabilized, the pond risers
will be modified to allow the ponds to perform as stormwater ponds.
4. MAINTENANCE CONSIDERATIONS:
Accumulated sediment is to be removed from the ponds when pond capacity is reduced to 75%
of its original volume. A portable pump will be used to drain the ponds when maintenance is
required.

DRAINAGE AREA (Ad) _
IMPERVIOUS AREA (A,):
WET POND DATA SKEET
LAN VALE PARM 5
STORMWATER POND # I
BUILDINGS:
ROAD5:
PARKING:
SIDEWALKS:
OTHER:
TOTAL:
PERCENT IMPERVIOUS (0.-
I = Ad/Ai = 29.5%
4-
29. G ACRES
G.02 ACRES
2.58 ACRES
0.09 ACRES
0.05 ACRES
0. 1 1 ACRE5
8.85 ACRES
�{ V
S '? �
004
STORMWATER POND # I SHALL BE 7.5' DEEP AND DESIGNED TO REMOVE 90 TSS.
SA/DA= 0.79791
REQUIRED SURPACE AREA AT PERMANENT POOL:
SAREQ = 0.23G 1 8 1 AC. = 10288.OG SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 24)= 5G595 SF
5A PROV'D= 5G595 > 1 0288.OG =5A REQ'D OK
............................................................................................................................:
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER):
Rv=0.05+0.009'(1)
Rv= 0.319059
VOLUME= I "*Pv*Ad = 0.78701 AC -FT
= 34282.3 CI=
PAGff I OF 3
214104

VOLUME PROVIDED AT TEMPORARY POOL:
INCREM.
TOTAL
El -
5A E
VOL. (CE)
VOL. (CP)
24
5G595
0
0
25
G29G8
59781.5
59781.5
2G
G9397
GG182.5
1259G4
SET TEMP. POOL ELEVATION:
REQ'D EL. = 24. G 147 1 �-
U5E EL. = 25.5
VOL. PROV'D = 92872.75 CP
VOL. PROV'D= 92572.75 > 34282.29 =VOL. REQ'D OK
EOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
A P
VOL.(CP)
VOL.(CP)
I G.5
33GO
0
0
17
4271
3815.5
3815.5
18
G8G5
55G8
9383.5
19
193G9
13117
22500.5
20
25150
22274.5
44775
21
31202
25191
729GG
22
37419
343 i 0.5
10727G.5
23
4378G
40002.5
147879
24
5G595
50190.5
198OG9.5
REQ'D VOLUME = 20% Of TOTAL PERMANENT
BA51N
VOLUME = 39G 13.9 CF
PAGE 2 OF 3
2/4/04

CHECK FOREBAY VOLUME:
INCREM.
TOTAL
SA (SF)
VOL. (CE)
VOL. (CE)
19
9392
0
0
20
1 1 5 1 5
10453.5
104 53.5
21
13703
12GO9
230G2.5
22
15952
14527.5
37890
23
182G5
17108.5
54998.5
PROV'D VOLUME = 54908.5 CF
.............................................................................................................................
VOL. PROV'D= 54999 > 39G 14 =VOL. REQ'D OK
ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0. 198393 CI'S (FOR 2 DAY DRAWDOWN)
Q5= 0.079357 CFS (FOR 5 DAY DRAWDOWN)
SELECT A 3.0 INCH CIRCULAR ORIFICE, (PERM. POOL EL. = 24
Q PROV'D= Cd"A'(2gh) ^ 112
Q PROV'D= 0. 195975
WHERE: Cd= O.G
A= 0,04909 SF
g= 32.2 FPS/S
h= avcg head:
= O.G875
02> 0.195975 >Q5 OK
DRAWDOWN TIME = VOLUME / Q PROV'D = 2.02 DAYS
PAGE 3 OF 3
214104

51ZE PRINCIPAL SPILLWAY AND EMERGENCY SPILLWAY
TO PASS 10 YEAR - 24 HOUR STORM EVENT
DRAINAGE AREA = 29.G
AC
IMPERVIOUS = 29.9%
Cc = 5UM(CA)/5UM(A)
0.30525
WHERE C IMPERVIOU5 =
0.9
C PERVIOU5 =
0.2
DESIGN STORM EVENT =
I 0-year,
10 minute duration
RAINFALL INTENSITY = 6.3
IN/HR
TOP OF OUTLET STRUCTURE=
25.5
M51-
INVERT OF OUTLET STRUCTURE=
22
M51-
TOP OF POND ELEVATION =
27.25
M51L
DIMEN510NS OF OUTLET 5TRUCTU
8'
TOP OF POND = 27.25
TOP OF SPILLWAY =
RISER EL. 25.5
h
INVERT = 22
WIDTH OF EMERGENCY 5PILLWAY
126.01 , TOP OF POND = 27.25
TOP OF 5PILLWAY = 2G.5
0 req = Cc I A = 73.7 I cf5 4- PRINCIPAL 5PILLWAY TO PA55 REQUIRffD 10 YEAR STORM EVENT
PAGE 1 OF 2
214/04

A A
h = 4.50
Dra. Of outlet pipe = 3.0'
taw/DIA. = 1.5
Q=CA(2gh) ^ .SxNb 15G.432 cfs Where C=0.G5 (Groove -end with headwall)
Nb=number of barrels= 2 barrels
CMECK FOR FLOW CAPACITY OF RISER
Orrin = Cw L �1 ^ 3/2 = 2 1 G.51 3 CF5 Where Cw=3.3 (Sharp -crested weir)
...........................................................................................................................
Q prir= 21 G.51 cf5 > 73.71 cf5 =0 req OK:
...........................................................................................................................
CHECK FOR FLOW CAPACITY Of EMERGENCY SPILLWAY FOR 25 YEAR STORM
RAINFALL INTENSITY = 7. 1 3 INMR.
Q req = Cc I A = 83.42 ef5 s— EMERGENCY SPILLWAY TO PA55 REQUIRED 25 YEAR STORM EVENT
Q emergency = Cw L H ^ 3/2 = 245.52 cf5 Where Cw=3.0 (Broad -crested weir)
Q emer= 245.52 cf5 > 83.42 cf5 =Q req OK:
PAGE 2 OF 2
2/4/04

Hydraflow Plan View
Project fife: 807-01-storm.stm I No. Lines: 20 102-03-2004 1
- Hydratow Storm Sewers 2003

Storm Sewer Profile
Proj. file: 807-01-storm.stm
Elev. (ft)
47.00
41.00
35.00
29.00
23.00
17.00
0
. ..
..... ..... . ............... ....
. .......
. ...... .............
Ln:-1 6-----'­'—j­­--'----
-----36 (in)----'L---'---
- --- ------------
(in) -
.... . .... .. .... .... .. .......
—48
Ln: 2
-(in)
Ln: 3
48 (in)
Ln:-14—
---Ln:-15--
..........
i Ln:1 ..............
................
Ln:-18—
4 (in)_
....... .... ..... . .. .
. ........... . .........
..... . ------ ------
------------- ........ ..
........ .
- - - - - -- - - -
50 100 150 200 250 300 350 400 450 500 550 600 650 700
Reach (ft)
Hydraflow Storm Sewers 2003

Storm Sewer Profile
Proj. file: 807-01-storm.stm
Elev. (ft)
HydraFlow Storm Sewers 2003

Storm Sewer Profile
Proj. file: 807-01 -storm.stm
Elev. (ft)
46,00
40.00
34.00
28.00
22.00
16.00
0
.. . . . ..... .
...... . ..... . .... ........... ..
.... ............
. .. ... ....
.....
........... . .....
............... ....... ....
. ......
....... . . .. .....
....... ...
. ...........
.......... . ..... . .
--- __- ----
—Ln: 2
46 �kj_
-Ln:-12—.-
'24-(in)--
Ln:.13
__24 (in)-, ...
__
1 L n_.
jin)
Ln: 10
24
24 (in)
.. ..........
....
.............. ... . ...
. . . . . . . .
........ . .. ...
. ......
H,
50 100 150 200 250 300 350 400 450 500 550 600 650
Reach (ft)
Hydraftow Storm Sewers 2003

Storm Sewer Profile
Proj. file: 807-01-storm .stm
HydrafEow Storm Sewers 2003

Hydraulic Grade Line Computations
Page 1
Line
Size
Q
Downstream
Len
Upstream
Check
JL
Minor
coeff
loss
Invert
HGL
Depth
Area
Vel
Vet
EGL
Sf
Invert
HGL
Depth
Area
Vel
Vel
EGL
Sf
Ave
Enrgy
elev
elev
head
elev
elev
elev
head
elev
Sf
loss
(in)
(cfs)
(ft)
(ft)
(ft)
(sgft)
(ft!s)
(ft)
(ft)
{%)
(ft)
(ft)
(ft)
(ft)
(sgft)
(ftls)
(ft)
(ft)
(%)
(%)
(ft)
(K)
(ft)
1
48
72.29
21.00
24.00
3,00
10,11
7.15
0.80
24,80
0.305
101
22.50
25.01
2,51"
8.32
8.69
1.17
26.19
0.488
0.396
n/a
1,50
1.76
2
48
71.49
22.50
26.78
4.00
12.56
5.69
0.50
27.28
0.248
138
24.53
27.03
2.50"
8.27
8.65
1.16
28.19
0.485
0.366
n/a
1,50
1.74
3
48
55.29
24.53
28.78
4.00
12.56
4.40
0.30
29.08
0.148
33.0
24.70
28.82
4.00
12.57
4.40
0.30
29.13
0.148
0.148
0.049
1.50
0.45
4
36
23.57
25.70
29,28
3.00
7.07
3,34
0.17
29.45
0.125
222
26.81
29.52
2.71
6.72
3.51
0.19
29.71
0.110
0.117
0.260
0.45
0.09
5
36
24,31
26.81
29.60
2.79
6.86
3.54
0-20
29,80
0.115
250
27.49
29.86
2,37
6.00
4.05
0.26
30.12
0.142
0.128
0.321
0.50
0.13
6
30
23.29
27.99
30.49
2.50'
4.91
4.75
0.35
30.84
0.323
34,0
28.05
30.55
2.50
4.91
4.74
0.35
30.90
0,320
0.322
0.109
1.50
0.53
7
30
20.83
28,05
31.07
2.50
4.91
4.24
0.28
31.35
0.258
48.0
28.15
31.20
2.50
4.91
4.24
0.28
31.48
0.258
0.258
0.124
0.50
0.14
8
30
20.17
28.15
31.34
2.50
4.91
4.11
0.26
31.60
0.242
150
28.45
31.70
2.50
4.91
4.11
0.26
31.96
0.242
0.242
0.363
1.50
0.39
9
24
8.76
28.95
32,10
2.00
3.14
2,79
0.12
32.22
0.150
24.0
29.00
32.13
2.00
3,14
2.79
0.12
32.25
0.150
0.150
0.036
1.00
0.12
10
24
16.12
26.70
28.78
2.00
3.14
5.13
0.41
29,18
0.508
41.0
26.91
28.98
2.00
3.14
5,13
0.41
29.39
0.508
0.508
0.208
1.50
0.61
11
24
10A3
26.91
29.60
2,00
3.14
3.48
0.19
29,79
0,233
132
27.57
29.91
2.00
3.14
3.48
0.19
30.09
0.233
0.233
0.308
0,70
0.13
12
24
10.32
27.57
30.04
2.00
3.14
3.29
0.17
30.21
0.208
186
29.00
30,38
1.38
2.31
4.47
0.31
30.59
0,309
0.259
0.481
1.25
0.39
13
24
7.46
29.00
30.77
1.77
2.94
2.54
0.10
30.87
0.097
24.0
29.25
30.76
1.51
2.55
2.93
0.13
30.90
0.128
0.113
0.027
1.00
0.13
14
36
26.13
25,70
29.28
3.00
7-07
3.70
0.21
29.49
0.154
163
26.52
29.52
3.00
7.07
3.70
0.21
29.73
0,151
0.152
0,249
0.70
0.15
15
36
20.66
26.52
29.67
3.00
7,07
2.92
0.13
29.80
0.096
32.0
26.68
29.68
3.00
7.07
2.92
0.13
29.81
0.096
0.096
0.031
0.50
0.07
16
36
17.47
26.68
29.75
3.00
7.07
2.47
0.10
29.84
0.069
113
26.91
29.82
2.91
7.00
2.49
0.10
29.91
0,060
0.065
0.073
0.45
0.04
17
30
17.63
27.41
29.86
2.45
4.89
3.61
0.20
30.06
0.166
69.0
27.55
29.97
2.42
4.86
3.63
0.20
30.18
0.163
0.164
0.113
1.25
0.26
18
24
11.14
28.05
30.23
2.00
3,14
3.55
0.20
30.42
0.243
24.0
28.10
30.29
2.00
3.14
3.55
0.20
30.48
0.243
0.243
0.058
1.00
0.20
19
24
0.78
25.27
26.78
1.51
2.54
0.31
0,00
26.78
0.001
28.0
25.33
26,78
1.45
2.43
0.32
0,00
26.78
0.002
0.001
0.000
1,00
0.00
20
24
4.77
26.91
29.60
2.00
3.14
1.52
0.04
29.63
0.045
35.0
27,09
29,61
2.00
3.14
1.52
0,04
29.65
0,044
0.044
0.016
1.00
0.04
Project File: 807-01-storm.stm
Number of lines: 24
Run Date: 01-29-2004
NOTES: ' Normal depth assumed., "' Critical depth assumed.
hyaranow storm aewers zwj

Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No.
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J-loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No.
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M)
(ft)
(in)
(n)
(K)
(ft)
1
End
101.0
111.4
Curb
0.00
0.18
0.60
5.0
21.00
1.49
22.50
48
Cir
0.013
1.50
28.65
CB#2 - FES#1
2
1
138.0
86.7
Curb
0.00
0.26
0.60
5.0
22.50
1.47
24.53
48
Cir
0.013
1.50
31.00
CB#3 - CB#2
3
2
33.0
-31.1
Curb
0.00
1.91
0.60
5.0
24.53
0.52
24.70
48
Cir
0.013
1.50
31.00
CB#4 - CB#3
4
3
222.0
-11.9
MH
0.00
0.00
0.00
0.0
25.70
0.50
26.81
36
Cir
0.013
0.45
33.00
JB#5 - CB#4
5
4
250.0
23.3
Curb
0.00
0.26
0.60
5.0
26.81
0.27
27.49
36
Cir
0.013
0.50
34.38
CB#6 - JB#5
6
5
34.0
6.9
Curb
0.00
0.61
0.60
5.0
27.99
0.18
28.05
30
Cir
0.013
1.50
34.30
CB#7 - CB#6
7
6
48.0
-97.7
Curb
0.00
0.24
0.60
5.0
28.05
0.21
28.15
30
Cir
0.013
0.50
34.20
CB#8 - CB#7
8
7
150.0
-1.0
Curb
0.00
2.65
0.60
5.0
28.15
0.20
28.45
30
Cir
0.013
1.50
32.27
CB#9 - CB#8
9
8
24.0
-86.5
Curb
0.00
2.02
0.60
5.0
28.95
0.21
29.00
24
Cir
0.013
1.00
32.37
CB#10 - CB#9
10
2
41.0
-107.8
Curb
0.00
0.20
0.60
5.0
26.70
0.51
26.91
24
Cir
0.013
1.50
31.00
CB#11 - CB#3
11
10
132.0
12.7
Curb
0.00
0.20
0.60
5.0
26.91
0.50
27.57
24
Cir
0.013
0.70
31.82
CB#12 - CB#11
12
11
186.0
32.2
Curb
0.00
0.67
0.60
5.0
27.57
0.77
29.00
24
Cir
0.013
1.25
32.77
CB#13 - CB#12
13
12
24.0
71.8
Curb
0.00
1.72
0.60
5.0
29.00
1.04
29.25
24
Cir
0.013
1.00
32.77
CB#14 - CB#13
14
3
163.0
109.1
Curb
0.00
1.34
0.60
5.0
25.70
0.50
26.52
36
Cir
0.013
0.70
31.64
CB#15 - CB#4
15
14
32.0
18.2
Curb
0.00
0.85
0.60
5.0
26.52
0.50
26.68
36
Cir
0.013
0.50
31.64
CB#16 - CB#15
16
15
113.0
-3.2
MH
0.00
0.00
0.00
0.0
26.68
0.20
26.91
36
Cir
0.013
0.45
32.50
JB#17 - CB#16
17
16
69.0
-26.5
Curb
0.00
1.51
0.60
5.0
27.41
0.20
27.55
30
Cir
0.013
1.25
30.93
CB#18 - CB#17
18
17
24.0
65.3
Curb
0.00
2.57
0.60
5.0
28.05
0.21
28.10
24
Cir
0.013
1.00
30.93
CB#19 - CB#18
19
1
28.0
0.0
Curb
0.00
0.18
0.60
5.0
25.27
0.21
25.33
24
Cir
0.013
1.00
28.65
CB#20 - CB#2
20
10
35.0
90.9
Curb
0.00
1.10
0.60
5.0
26.91
0.51
27.09
24
Cir
0.013
1.00
31.00
CB#21 - CB#11
Project File: 807-01-storm.stm
Number of lines: 20
Date: 01-29-2004
- - -- - - Hydr2Flow Storm Sewers 2UO3

Storm Sewer Summary Report Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No,
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cis)
(in)
(ft)
(ft)
(ft)
(%)
(ft)
(ft)
(ft)
No.
1
CB#2 - FES#1
72.29
48 c
101.0
21.00
22.50
1.485
24.00
25.01
1.76
End
2
CB#3 - CB#2
71.49
48 c
138.0
22.50
24.53
1.471
26.78
27.03
1.74
1
3
CB#4 - CB#3
55.29
48 c
33.0
24.53
24.70
0.515
28.78*
28.82*
0.45
2
4
JB#5 - CB#4
23.57
36 c
222.0
25.70
26.81
0.500
29.28
29.52
0.09
3
5
CB#6 - JB#5
24.31
36 c
250.0
26.81
27.49
0.272
29.60
29.86
0.13
4
6
CB#7 - CB#6
23.29
30 c
34.0
27.99
28,05
0.176
30,49
30.55
0.53
5
7
C13#8 - CB#7
20.83
30 c
48.0
28.05
28.15
0.208
31.07*
31.20'
0.14
6
8
CB#9 - CB#8
20.17
30 c
150.0
28.15
28.45
0.200
31.34*
31,70*
0.39
7
9
CB#10 - CB#9
8.76
24 c
24.0
28.95
29.00
0.208
32.10*
32.13*
0.12
8
10
CB#11 - CB#3
16.12
24 c
41.0
26.70
26.91
0.512
28.78*
28.98*
0.61
2
11
CB#12 - CB#11
10.93
24 c
132.0
26.91
27.57
0.500
29.60*
29.91*
0.13
10
12
CB#13 - CB#12
10.32
24 c
186.0
27.57
29.00
0.769
30.04
30.38
0.39
11
13
CB#14 - CB#13
7.46
24 c
24.0
29.00
29.25
1.042
30.77
30.76
0.13
12
14
CB#15 - CB#4
26.13
36 c
163.0
25.70
26.52
0.503
29.28
29.52
0.15
3
15
C13916 - CB#15
20.66
36 c
32.0
26.52
26.68
0.500
29.67
29.68
0.07
14
16
JB#17 - CB#16
17.47
36 c
113.0
26.68
26.91
0.204
29.75
29.82
0.04
15
17
CB#18 - CB#17
17.63
30 c
69.0
27.41
27.55
0.203
29.86
29,97
0.26
16
18
CB#19 - CB#18
11.14
24 c
24.0
28.05
28.10
0.208
30.23*
30.29*
0.20
17
19
CB#20 - CB#2
0.78
24 c
28.0
25.27
25.33
0.214
26.78
26.78
0.00
1
20
CB#21 - CB#11
4.77
24 c
35.0
26.91
27.09
0.514
29.60*
29.61*
0.04
10
Project File: 807-01-storm.stm
Number of tines: 20
Run Date: 01-29-2004
NOTES: c = circular; e = elliptical; b = box; Return period = 10 Yrs.; * Indicates surcharge condition.
Hydraflow Slorm Sewers 2003

MyReport
Page 1
Line
Line
Line
Line
Invert
Invert
Line
HGL
HGL
No.
ID
Size
Length
Dn
Up
Slope
Dn
Up
(III)
A
(ft)
(ft)
M
(ft)
(ft)
1
CB#2 - FES#1
48
101.00
21.00
22.50
1.49
24.00
25.01
2
CB#3 - CB#2
48
138.00
22.50
24.53
1.47
26.78
27.03
3
CB#4 - CB#3
48
33.00
24.53
24.70
0.52
28.78
28.82
4
JB#5 - CB#4
36
222.00
25.70
26.81
0.50
29.28
29.52
5
CB#6 - JB#5
36
250.00
26.81
27.49
0.27
29.60
29.86
6
CB#7 - CB#6
30
34.00
27.99
28.05
0.18
30.49
30.55
7
CB#8 - CB#7
30
48.00
28.05
28.15
0.21
31.07
31.20
8
CB#9 - CB#8
30
150.00
28.15
28.45
0.20
31.34
31.70
9
CB#10 - CB#9
24
24.00
28.95
29.00
0.21
32.10
32.13
10
CB#11 - CB#3
24
41.00
26.70
26.91
0.51
28.78
28.98
11
CB#12 - CB#11
24
132.00
26.91
27.57
0.50
29.60
29.91
12
CB#13 - CB#12
24
186.00
27.57
29.00
0.77
30.04
30.38
13
CB#14 - CB#13
24
24.00
29.00
29.25
1.04
30.77
30.76
14
CB#15 - CB#4
36
163.00
25.70
26.52
0.50
29.28
29.52
15
CB#16 - CB#15
36
32.00
26.52
26.68
0.50
29.67
29.68
16
JB#17 - CB#16
36
113.00
26.68
26.91
0.20
29.75
29.82
17
CB#18 - CB#17
30
69.00
27.41
27.55
0.20
29.86
29.97
18
CB#19 - CB#18
24
24.00
28.05
28.10
0.21
30.23
30.29
19
CB#20 - CB#2
24
28.00
25.27
25.33
0.21
26.78
26.78
20
CB#21 - CB#11
24
35.00
26.91
27.09
0.51
29.60
29.61
Project File: 807-01-storm.stm
Number of lines: 20
Date: 02-03-2004
NOTES: ** At critical depth
Hydra Flow Storm Sewers 2003

Inlet Report
Page 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
line
Ht
L
area
L
W
So
W
Sw
Sz
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
{ft)
{sgft}
(ft)
(ft)
(tuft)
(ft)
(ft)ft)
(ftlft)
(ft)
(ft)
(ft)
{ft}
(in)
1
0.78
0.00
0.78
0.00
Curb
6.0
31.35
0.00
OM
0.00
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.08
5.80
0.00
Off
2
1.13
0.00
1.13
0.00
Curb
6.0
35.04
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
MO
6.60
0.10
6.55
0.00
1
3
8.28
0.00
8.28
0.00
Curb
6.0
67.86
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.24
13.60
0.23
13.20
0.00
2
4
0.00
OM
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.000
0.00
0.00
0.00
0.00
0.00
3
5
1.13
0.00
1.13
0.00
Curb
6.0
35.04
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.10
6.60
0.10
6.55
0.00
4
6
2.65
0.00
2.65
0.00
Curb
6.0
45.81
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.15
9.10
0.14
8.75
0.00
5
7
1.04
0.00
1.04
0.00
Curb
6.0
34.02
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.10
6.60
0.10
6.35
0.00
6
8
11.49
0.00
11.49
0.00
Curb
6.0
76.27
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.27
15.10
0.27
14.85
0.00
7
9
8.76
0.00
8.76
0.00
Curb
6.0
69.18
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.24
13.60
0.24
13.45
0.00
8
10
0.87
0.00
0.87
0.00
Curb
6.0
32.33
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.09
6.00
0.00
2
11
0.87
0.00
0.87
0.00
Curb
6.0
32.33
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.09
6.00
0.00
10
12
2.91
0.00
2.91
0.00
Curb
6.0
47.28
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.15
9.10
0.15
9.05
0.00
11
13
7.46
0.00
7.46
0.00
Curb
6.0
65.37
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.23
13.10
0.22
12.70
0.00
12
14
5.81
0.00
5.81
0.00
Curb
6.0
59.88
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.20
41.60
0.20
11.60
0.00
3
15
3.69
0.00
3.69
0.00
Curb
6.0
51.22
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.17
10.10
0.17
9.85
0.00
14
16
0.00
0.00
MO
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.000
0.00
0.00
0.00
0.00
0.00
15
17
6.55
0.00
6.55
O.00
Curb
6.0
62.41
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.21
12.10
0.21
12.10
0.00
16
18
11.14
0.00
11.14
0.00
Curb
6.0
75.46
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.27
15.10
0.26
14.70
0.00
17
19
0.78
0.00
0.78
0.00
Curb
6.0
31.35
0.00
0.00
U0
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.08
5.80
0.00
1
20
4.77
0.00
4.77
0.00
Curb
6.0
55.92
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.19
11.10
0.18
10.80
0.00
10
Project File: 807-01-storm.stm I-D-F File: Brco_ver8.IDF
-T
Number of lines: 20
Run Date: 01-29-2004
NOTES: Inlet N-Values = 0.016 ; Intensity = 121.80 1 (Inlet time + 23.50) ^ 0.84; Return period = 10 Yrs. ; *Indicates Known Q added
Hytlratlow storm sewers [=J

1
CALCULATIONS
PROJECT: Arr1j141 �(�rzl�'S _ _ _ DATE:
CLIENT: CnMPaZAMrAf PROJ. NO.:
SUBJECT: �Z� r�ln�A�f Cl3WF�.�" ti(_L� _ _._. DESIGNED BY: 11-K
Q= CCI A
A t- 2.5 tic_
Lam= �ulUDl'1= ��1�1=P��T - Q. p
1 uTE.,Lc61 T-( -
Q- Lo,-OCI,ZZ�(2.5) = I`A.�+-[ cry
-Pi aE- I rozr�l c
L - LF-&u*t+Y- ` I C.D
tS a S LdPE - C) , S ��
1 m v r Z.T 1 tit = 33.OQ
,uT 00 r - 3Z.5c>
151 Poole Road, Suite 100
8elville, NC 28451
TEL. [phone]
FAX: [phone]
www.capefeareng.com
CAPE FEAR
Engineering, Inc.

t a o
10 000
ra..
168
8,000
EXAMPLE (1)
(2)
(3j
f
156
-
- 6 000
D•42 inches (3.5 Issl)
6.
6.
144
5,000
Q. lzo US
5.
4,000
I2vr• Hw
6.
S.
152
p feet
4.
3,000
(1) Z.5 8.8
5'
—4,
- 120
(2) 2.1 7.4
_
2,000
131
4.
_
3
l0a
—
-
3'
"p in fret
96
— 1,000
3'
— 600
84
- 600
_
2.
—2.
- 500
//
/
72
400
/ `
2.
tn
Uj
300
4E 3
U
z
(n
/ aNr
60
v
200
/ w
1.5
z
z
-
/_
j o
F-a:
54
c7
G
LJ
too
0C,{
w
48
0-
/
a
c=i
/ 2
60
CL
1.0
1.0
0
N
50 HW
ENTRANCE O
�
o
40
SCA
D TYPE CC
w
I.0
36
30
F-
} Square sdg• with Q
9
.9
w
33
headwall
0
•9
a
Q
2O
a
{2j Groove end with w
30
h.ad.atl S
a
8
(3) Groove end
.9
~27
projecting
10
C
24
8
7
. 7
7
6
To use scale (2) or (3) project
21.
5
horizontally to seals (1),than
4
use rtralght Inclined line through
D and 0 scales, or reverse as
3
Illurtrat.d.
6
.6
.6
E.
18
2
15
'
5
.5
.5
1.0
12
HEADWATER DEPTH
FOR
CONCRETE PIPE
CULVERTS
FHWA
WITH INLET CONTROL
NCHOGWH 1
BRIDGE DIVISION HYDRAULIC MANUAL 12-85
4 - 35

Worksheet for Circular Channel
Project Description
Project File
p;18071807-011adminlstormwater1807-01-c.fm2
Worksheet
Driveway Culvert
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.005000 ftlft
Discharge 14.44 cfs
Results
Depth
23.1
in
Diameter
23.10
in
Flow Area
2.91
ftz
Wetted Perimeter
6.05
ft
Top Width
0.00
ft
Critical Depth
1.38
ft
Percent Full
100.00
Critical Slope
0.006666 ft/ft
Velocity
4.96
ftls
Velocity Head
0.38
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
15.53
cfs
Full Flow Capacity
14.44
cfs
Full Flow Slope
0.005000 ft/ft
01l22/04 Cape Fear Engineering FYowMaster v5.08
08:31:14 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Storm Sewer Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
CB#2 - FES#1
72.29
48 C
101.0
21.00
22.50
1,485
24.00
25.01
1.76
End
2
CB#3 - CB#2
71.49
48 c
138.0
22,50
24.53
1.471
26.78
27.03
1.74
1
3
CB#4 - CB#3
55.29
48 c
33.0
24.53
24.70
0.515
28.78*
28,82*
0.45
2
4
JB#5 - CB#4
23.57
36 c
222.0
25.70
26.81
0,500
29.28
29.52
0.09
3
5
CB#6 - J8#5
24.31
36 c
250.0
26.81
27.49
0,272
29.60
29.86
0.13
4
6
CB#7 - CB#6
23.29
30 c
34.0
27.99
28.05
0.176
30.49
30.55
0.53
5
7
CB#8 - CB#7
20.83
30 c
48.0
28.05
28.15
0.208
31.07*
31.20*
0,14
6
8
CB#9 - CB#8
20.17
30 c
150.0
28.15
28.45
0.200
31.34*
31.70'
0.39
7
9
CB#10 - CB#9
8.76
24 c
24.0
28.95
29.00
0.208
32.10*
32,13*
0.12
8
10
CB#11 - CB#3
16.12
24 c
41.0
26,70
26.91
0.512
28.78*
28,98*
0.61
2
11
CB#12 - CB#11
10.93
24 c
132.0
26.91
27.57
0.500
29.60*
29,91*
0.13
10
12
CB#13 - CB#12
10.32
24 c
186.0
27,57
29.00
0.769
30.04
30.38
0.39
11
13
C13#14 - CB#13
7.46
24 c
24.0
29.00
29.25
1.042
30.77
30.76
0.13
12
14
CB#15 - CB#4
26.13
36 c
163.0
25.70
26,52
0.503
29.28
29.52
0.15
3
15
CB#16 - CB#15
20.66
36 c
32.0
26.52
26.68
0.500
29.67
29.68
0.07
14
16
JB#17 - CB#16
17.47
36 c
113.0
26,68
26.91
0.204
29.75
29.82
0.04
15
17
CB#18 - CB#17
17.63
30 C
69.0
27.41
27,55
0.203
29.86
29.97
0.26
16
18
CB#19 - CB#18
11,14
24 c
24.0
28,05
28.10
0.208
30.23*
30.29*
0.20
17
19
CB#20 - CB#2
0.78
24 c
28.0
25.27
25.33
0,214
26,78
26.78
0.00
1
20
CB#21 -CB#11
4.77
24 c
35.0
26.91
27.09
0.514
29.60*
29,61*
0.04
10
Project File: 807-01-storm.stm
Number of lines: 20
Run Date: 01-29-2004
NOTES: c = circular; e = elliptical; b = box; Return period = 10 Yrs.; * Indicates surcharge condition.
HydraFlow Storm Sewers 2003

MyReport
Page
Line
Line
Line
Line
Invert
Invert
Line
HGL
HGL
No.
ID
Size
Length
On
Up
Slope
On
Up
(in)
(ft)
(ft)
(ft)
M)
(ft)
lk!
1
CB#2 - FES#1
48
101.00
21,00
22.50
1.49
24.00
25.01
2
CB#3 - CB#2
48
138.00
22.50
24.53
1.47
26.78
27.03
3
CB#4 - CB#3
48
33.00
24.53
24.70
0.52
28.78
28.82
4
JB#5 - CB#4
36
222.00
25.70
26.81
0.50
29.28
29,52
5
CB#6 - JB#5
36
250.00
26.81
27.49
0.27
29.60
29.86
6
CB#7 - CB#6
30
34.00
27.99
28.05
0.18
30.49
30.55
7
CB#8 - CB#7
30
48.00
28.05
28.15
0.21
31.07
31.20
8
CB#9 - CB#8
30
150.00
28.15
28.45
0.20
31.34
31.70
9
CB#10 - CB#9
24
24.00
28.95
29.00
0.21
32.10
32.13
10
CB#11 - CB#3
24
41.00
26.70
26.91
0.51
28.78
28.98
11
CB#12 - CB#11
24
132.00
26.91
27.57
0.50
29.60
29.91
12
CB#13 - CB#12
24
186.00
27,57
29.00
0.77
30.04
30.38
13
CB#14 - CB#13
24
24.00
29.00
29.25
1.04
30.77
30.76
14
CB#15 - CB#4
36
163.00
25.70
26.52
0.50
29.28
29.52
15
CB#16 - CB#15
36
32.00
26.52
26.68
0.50
29.67
29.68
16
JB#17 - CB#16
36
113.00
26.68
26.91
0.20
29.75
29.82
17
CB#18 - CB#17
30
69.00
27.41
27.55
0.20
29.86
29.97
18
CB#19 - CB#18
24
24.00
28.05
28.10
0.21
30.23
30.29
19
CB#20 - CB#2
24
28.00
25.27
25.33
0.21
26.78
26.78
20
C13#21 - CB#11
24
35,00
26.91
I
27.09
0.51
29.60
29.61
Project File: 807-01-storm.stm
Number of lines: 20
Date: 02-03-2004
!VOTES: -At critical depth
Hydraflow Storm Sewers 2002

Inlet Report
Page 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
line
Ht
(in)
L
(ft)
area
(sgft)
L
(tt)
W
(ft)
F02
W
(ftj
SW
(ft/ft)
Sx
(ftlft)
n
depth
(ft)
spread
(ft)
depth
(ft)
spread
(ft)
Dep
(in)
(cfs)
(cfs)
(cfs)
(cfs)
No
1
0.78
0.00
0.78
0.00
Curb
6.0
31.35
0.00
0.00
0.00
2.00
0.004
0.020
0.013
0.09
6.10
0.08
5.80
0.00
Off
2
1.13
0.00
1.13
0.00
Curb
6.0
35.04
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.10
6.60
0.10
6.55
0.00
1
3
8.28
0.00
8.28
0.00
Curb
6.0
67.86
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.24
13.60
0.23
13.20
0.00
2
4
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.000
0.00
0.00
0.00
0.00
0.00
3
5
1.13
0.00
1.13
0.00
Curb
6.0
35.04
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.10
6.60
0.10
6.55
0.00
4
6
2.65
0.00
2.65
0.00
Curb
6.0
45.81
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.15
9.10
0.14
8.75
0.00
5
7
1.04
0.00
1.04
0.00
Curb
6.0
34.02
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.10
6.60
0.10
6.35
0.00
6
8
11.49
0.00
11.49
0.00
Curb
6.0
76.27
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.27
15.10
0.27
14.85
0.00
7
9
8.76
0.00
8.76
0.00
Curb
6.0
69.18
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.24
13.60
0.24
13.45
0.00
8
10
0.87
0.00
0.87
0.00
Curb
6.0
32.33
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.09
6.00
0.00
2
11
0.87
OM
0.87
0.00
Curb
6.0
32.33
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.09
6.00
0.00
10
12
2.91
0.00
2.91
0.00
Curb
6.0
47.28
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.15
9.10
0.15
9.05
0.00
11
13
7.46
0.00
7.46
0.00
Curb
6.0
65.37
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.23
13.10
0.22
12.70
0.00
12
14
5.81
0.00
5.81
0.00
Curb
6.0
59.88
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.20
11.60
0.20
11.60
0.00
3
15
3.69
0.00
3.69
0.00
Curb
6.0
51.22
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.17
10.10
0.17
9.85
0.00
14
16
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.000
0.00
0.00
0.00
0.00
0.00
15
17
6.55
0.00
6.55
0.00
Curb
6.0
62.41
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.21
12.10
0.21
12.10
0.00
16
18
11.14
0.00
11.14
0.00
Curb
6.0
75.46
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.27
15.10
0.26
14.70
0.00
17
19
0.78
0.00
0.78
0.00
Curb
6.0
31.35
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.09
6.10
0.08
5.80
0.00
1
20
4.77
0.00
4.77
0.00
Curb
6.0
55.92
0.00
0.00
0.00
0.020
2.00
0.004
0.020
0.013
0.19
11.10
0.18
10.80
0.00
10
Project File: 807-01-storm.stm I-D-F File: Brco_ver8.IDF
Number of lines: 20
Run Date_ 01-29-2004
NOTES: Inlet N-Values = 0.016 ; Intensity = 121.801 (Inlet time + 23.50) ^ 0.84; Return period = 10 Yrs.: " Indicates Known 0 added
Hydraflow Storm Sewers 200c

CALCULATIONS
PROJECT, L Ad- ( LL FAzl^tom DATE: C)q
CLIENT: _ i A�[�Ira --nnet PROJ. NO.: -eZ,01-7 -o
SUBJECT: ` iC'r DESIGNED BY: STK,
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I - TC A 1tir ,"ArrL- l MTE tiA61 T`( - '1, ZZ
L - L zA-(c-tt--r i CO
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151 Poole Road, Suite 100
Belville, NC 25451
TEL [phone]
FAX. [phone]
www.capefeareng.com
Li L-{ e r�
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45�1 CAPE FEAR #
Engineering, Inc.
A

16 0
10,000
168
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BRIDGE DIVISION HYDRAULIC MANUAL 12-85
4 - 35

Worksheet for Circular Channel
Project Description
Project File
p:18071807-01ladminlstormwater1807-01-c.fm2
Worksheet
Driveway Culvert
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.005000 fuft
Discharge 14,44 cfs
Results
Depth
23.1
in
Diameter
23.10
in
Flow Area
2.91
ft7
Wetted Perimeter
6.05
ft
Top Width
0.00
ft
Critical Depth
1.38
ft
Percent Full
100,00
Critical Slope
0.006666 ft/ft
Velocity
4.96
ft/s
Velocity Head
0.38
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
15,53
cfs
Full Flow Capacity
14.44
cfs
Full Flow Slope
0.005000 ft/ft
01/22/04 Cape Fear Engineering FlowMaster v5.08
08:31:14 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Re: Lanvale Famis
Subject: Re: Lanvale Fanns S�
From: "Todd King" <[e-mail]> d?,
Date: Mon, 29 Mar 2004 10:12:21 -0500
i
To: "Linda Lewis" <[e-mail]>
Linda,
Sorry to respond so late, but your email was placed into someone elses box.
I will be sending you the requested suppliments ASAP. Thank you for your
patients.
Todd
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Todd King" <todd.kin @ca efearen ineerin .com>
Sent: Wednesday, February 11, 2004 9:53 AM
Subject: Lanvale Farms
Todd:
Please provide a completed low density supplement- the application does
not indicate how much BUA is alloted to each lot; and provide a copy of
the proposed covenants and deed restrictions, including the language
found in Sections I and VII of the attached form.
Thanks.
Linda
El zi-04
olem ell
tV bW CMG iilrered A f S 2 ice ?ain .
d
1 of 1 3r29/2004 11:36 AM

,`
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suf[e 100
BelTEL (9, ) 2845 44
TEL [phone]
FAX [phone]
www. ca pe feare ngin eerrng. co9,0� b m
Transmittal
To:
NCDENR —Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Att n :
F E B 3 2004
BY:z��
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
❑ Sent via Mail ❑ Sent via Courier
w
I
Quantity
Drawing No.
Description
1
$420 Application Fee
2
Original and Copy of Application
1
Copy of Supplements
2
Sets of Plans
2
Design Narrative and Calculations
REMARKS If you have any questions, or need further information, don't hesitate to call. i
1i
i
i
CC: Cape Fear E Weer c.
File
Signed I
T9dd King — Proj t Manager `
i
�I
1
NCD EN R-trans-jan2104.doc

BRANCH BANRINO AND TRUST COMPANY
WILMINGTON. NORTH CAROLINA
10226
CAPE FEAR ENGINEERING, INC. 68-115 02;01t
P.O. BOX 988 A a2
WILMINGTON, NC 28402 . 1/21/2004
PAY TO THE
ORDER OF NCDENR $ **420.00
Four Hundred Twenty and OO/100****s*r*::::*.:.:*:.: ***«*.*+:*:::.s:.s*s**.s* :.*** **** ******** **:** ****«*. DOLLARS
NCDENR
56,,S 03 ro 55
MEMO Stormwater Submittal

NCDENR Stormwater Submittal
1 /21 /2004
10226
420.00
Cape Fear Engineering Inc Stormwater Submittal 420.00

Lanvale Farms
Subject: Lanvale Farms
From: Linda Lewis <Linda.Lewis@)ncmail.net>
Date: Wed, 11 Feb 2004 09:53:56 -0500
To: Todd King <[e-mail]>
Todd.
Please provide a completed low density supplement- the application does not indicate how much
BUA is alloted to each lot; and provide a copy of the proposed covenants and deed
restrictions, including the language found in Sections I and VII of the attached form.
Thanks.
Linda
1 of 1 - - - - - - - - - - - - - -- - --_ -- . _ - - - -- - --- - 2/11/2004 9:54 AM

°F W A PFq
7
r_
y
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 1, 2003
Mr. Joe Goodman, Member/Manager
Lanvale Properties, LLC
304 W. West Street
Southport, NC 28461
Dear Mr. Goodman:
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen N. Sullins, Deputy Director
Division of Water Quality
Wilmington Regional Office
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Lanvale Farms
Stormwater Project No. SW8 031055
Brunswick County
On October 13, 2003, the Wilmington Regional Office received a copy of a Notice of
Receipt of Erosion & Sedimentation Control Plan for Lanvale Farms. The North Carolina
Administrative Code requires any project that must receive either Sedimentation and Erosion
Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater
Management Permit by the Division of Water Quality. Any construction on the subject site,
prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000 and
may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets'of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of
this project and the expected submittal date must be received in this Office no later than January
2, 2004. Failure to respond to this request may result in the initiation of enforcement action, and
construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control
Plan approval letter must NOT be considered the Coastal Stormwater Management Permit,
which will be signed by the Water Quality Supervisor. Please reference the Project Number
above on all correspondence. If you have any questions, please call me at (910)-395-3900.
Sincerely,
&C��
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATISTORMSUB1031055.Oct
cc: Delaney Aycock, Brunswick County Building Inspections
Cape Fear Engineering
Caro line.Belli1)
,Linda Lewis`
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service NCDENR
Wilmington Regional Office Wilmington, N.C. 28405 [phone] Fax [phone]

Ovate of Ivortn uarolina
DepArtment of Environment
end `�.laturai Resources
Wilmington Regional Office +
Division of Land Resources 2v
Land Quality Section J
H&M�®ENDR
Michael F. Easley, Governor NORTH CARO4INA DEPARTMENT OF
ENVIRONMENT AND NATl1R/l RESOURCES
William G. Ross Jr., Secretary
October 13, 2003
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Lanvale Properties, LLC.
Mr. Joe Goodman, Member I Manager
304 W. West Street
Southport, N.C. 28461
Dear Mr. Goodman:
This office has received a soil erosion and sedimentation control plan for the project listed below which was submitted
as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57(4)).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement of said land -disturbing activity (NCGS 113A-54(d)(4)). The
Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving authority must approve
or disapprove the submitted plan within 30 days of receipt. Failure of the approving authority to approve or disapprove the
submitted plan within the 30 day period will be deemed approval of the plan if the submitted plan is complete. Commencement
or continuation of a land -disturbing activity underthe jurisdiction of this Act prior to the approval of an erosion & sediment control
plan is a violation of the Act.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose of
dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is suggested that
you contact the Division of Water Quality at [phone] if the ditches shown on your plan will lower the water table.
We have performed a preliminary review of yoursubmitted plan and have determined that additional information will be
necessary before a final review can be completed. Enclosed is a checklist of items that must be submitted before we can complete
the review process. Failure to provide the additional information may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal and State
water quality laws, regulations and rules.
If you have questions or need additional information, please do not hesitate to contact this office. Your cooperation in
this matter is appreciated and we look forward to working with you on this project.
Sincerely,
&4�1�
Kevin R. Rowland
Environmental Technician
KRR:jsc
cc: Todd King; Cape Fear Engineering
PROJECT NAME: Lanvale Farms
PROJECT NO.: Br-04100
LOCATION: SR 1438 - Brunswick County
RIVER BASIN: Cape Fear
SUBMITTED BY: Cape Fear Engineering
DATE RECEIVED BY L.Q.S.: October 9, 2003
127 North Cardinal Drive, Wilmington, N.C. 28405-3845 + Telephone [phone] .e Fax [phone]
An Equal Opportunity Affirmative Action Employer
k.

NORTH CAROLINA DEPARTMENT of ENVIRONMENT & NATURAL RESOURCES
r� LAND QUALITY SECTION
1 WILMINGTON REGIONAL OFFICE
PROJECT NAME: Lanvale Farms DATE: 1019/03
PROJECT NUMBER. Br-04100 COUNTY: Brunswick
EROSION & SEDIMENT CONTROL PLAN'PRELIMINARY REVIEW CHECKLIST
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan
application has been made and has shown the need for additional information as specified below. To meet
our review schedule, any additional information should be received by this Regional Office no later than .
Failure to meet this schedule may result in disapproval of your plan.
LOCATION OF PROJECT
SITE DRAINAGE FEATURES & CALCULATIONS OF DESIGN
-Project location -
---Existing & planned drainage patterns (including thru drainage) -�
Roads, streets
_ Size and location of culverts and sewers
_
North arrow & scale - -
— Soil information'. type, special characteristics
_
Adjoining lakes, streams or water bodies
_ Name and classification of receiving watercourse
For Riparian Buffers, include Site located on USGS
Preconstruction runoff calculations for each outlet from site
topo and USDA Soil Survey Maps
_
Design calculations for peak discharges of runoff (including
the construction phase & the final runoff coefficients of site)
GENERAL SITE FEATURES (Plan Elements)
Design calculations of culverts and storm sowers
Design calculations of cross sections & method of
Number of atonal copies of the plan needed
stabilization of existing & planned channels (include
North
_ Legend; Norrth arrow, scale, etc.
temporary linings)
Property lines
Design calculationsandconstruction detailsofenergy dissipators
Existing and proposed contours (topographic lines)
below culvert & storm seweroutlets (diameter& apron dimensions)
` Limits of disturbed area (amount of acreage; label limits)
Design calculations and details tocontrol groundwater(seeps,etc.)
Planned and existing buildings locations and elevations
Planned and existing road locations and elevations
FINANCIAL RESPONSIBILITYIOWNERSHIP (FRIG) FORM
Lot and/or building numbers
Land use of surrounding areas
_ Completed, notarized FR/O Form
Geologic features; rock outcrops, seeps, springs,
— Accurate application fee ($50.00 per acre; no ceiling)
wetlands, streams, lakes, dams, etc.
— Certificate of assumed name, if the owner is a partnership
Easements and drainagen+ays
_ Name of Registered Agent (if applicable)
Profiles of streets, utilities, lateral ditchlines, etc.
x Other missing data:_Property Deed
Stockpile topsoil and/or subsoil locations
VEGETATIVE STABILIZATION
if the same person conducts the land -disturbing activity and any related
borrow or waste activity, the related borrow or waste activity shall
— Area and acreage to be vegetatively stabilized
constitute part of the land -disturbing activity, unless the borrow or waste
Method of soil preparation
activity is regulated under the Mining Act of 1971, or is a landtiil regulated
Seed type and rates (both temporary and permanent)
by the Division of Solid Waste Management. Ifthe land -disturbing activity
—
Fertilizer type and rates
and the related borrow or waste activity are not conducted by the same
—
Mulch type and rates
financially responsible party, they shall be considered separate land-
—
disturbing activities and must be permitted either through the
Sedimentation Pollution Control Act as a one -use borrow site or through
Note: Plan should include provision for groundcover on exposed slopes
the Mining Act.
within 15 working days but not more than 30 calendar days,
following completion of any phase of grading. Permanent ground -
if the Plan proposes 150 feet or more stream disturbance401
cover for all disturbed areas within 15 workings days or no more
Water Quaiity certification may be necessary.
than 90 calendar days following completion of construction.
EROSION CONTROL MEASURES
Legend
Location of temporary and permanent (t&p) measures
Construction drawings & details for both t&p measures
Maintenance requirements of measures
Contact person responsible for maintenance
Person responsible for overseeing permanent measures
NARRATIVE AND CONSTRUCTION SEQUENCE
4 Narrative describing the construction sequence
Narrative describing nature & purpose of the development
Bid specification; only as it regards erosion control
Construction sequence related to erosion and sediment
control (including installation of critical measures prior to the
initiation of the land -disturbing activity & the removal of measures
after the areas they serve have been permanently stabilized)
OTHER INFORMATION: Please provide a copy of the most current deed for this project. This is a necessary
requirement because recent enforcement actions have been complicated by changes in LLC names and other
actions that prevent this office from malting actuai.written contact with'the entity legally responsible for the land
disturbing activity.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] e Fax [phone]
An Equal Opportunity Affirmative Action Employer