SW8990833_Historical File_19991210

CEIVED
0 3 1999
JOHN P. MCLEAN ENGINEERING ASSOCIATES DEC
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
E-mail:[e-mail]
November 24, 1999
Ms. Noelle Lutheran
Water Quality -Storm water Review
NC DENR
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Peterson and Lawson Subdivision, Onslow County
Dear Ms. Lutheran,
This letter is in response to your correspondence dated August 30, 1999.
1. Cartwheel Branch is in fact SA, but as you will note on the attached invoice, the
salinity content is between 50 and 180 mg/ml. Test results were reported by
Fortin Contract Services, Cedar Point, N.C. (252-393-8720) For that reason,
calculations are based on an allowed quantity of 30 % impervious.
2. We have recalculated quantities based on previous conversations with you.
3. BUA are "blanket", ic, the same quantities apply to all lots.
4. Wetlands are isolated in the rear of the property and not in any way affected by
the development of the property with regard to runoff.
5. Contours are shown on the road profile and we understand further topographic
work is not required.
6. Two revised copies of the application and supplement are included for your
review.
Please advise if there arc comments or questions.
Sinc rely, •
John P. McLean, P.E.
nclosures: noted
c: Alan Bell, PLS
File:L&P

•
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,` ,. ..�. a,. .•• EFICT i)SE'0�1',dE"" "x ',. `'`...�: , ,`? �;
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
_516✓8 90 8' .3
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Richard A. Peterson and Jerry W. Lawson
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Richard A. Peterson
3. Mailing Address for person listed in item 2 above:
158 Leslie Lane • _ •__ _
City: Swansboro State: N•C • zip: 28584
Telephone Number: ( 910 ) 3 2 6-1.001
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Peterson and Lawson Subdivision — 1/
5_ Location of Project(street address):
NC 24, West of Swansboro
•
City: Swansboro County: Onslow
6. Directions to project(from nearest major intersection): •
From' Intersection of NC 24 - SR 1434 proceed south, 980 feet .
Project is on north side of NC 24
7. Latitude: 34 4z: Z 4.z if Longitude: 7T a o9r 38.3 . of project
8. Contact person who can answer questions about the project:
- Name: Alan Bell, PLS Telephone Number: ( 252 ) 393-6101
II. PERMIT INFORMATION:
1. Specify whether project is(check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result'of a renewal or modification to an existing permit,list the
existing permit number and its issue date(if known)
3. Specify the type of project(check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROTECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages);deacribing stotmwater management:for the project.
4/A7 % .PcaloP WILL ISE dAPEA7Zi ' iii' TOE eV,A1/&-.L QoAD Ak)D
iZ /A./A M//a£L L.--d L613-S doe gA71- 7 tf/' 1 /n/Di✓4azi,4L ezwi1 e iAL
.Srieucrzbe&-_5' oil 3 rC, Az° 7 •deer.PI/, Iy acaiel.ee
2. Stormwatet runoff from this project drains to the 1✓//l7:E. chk River basin.
3. total Project Area! F.9 6'5' acres 4. Project Built Upon Area: 0e0 9'e
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,Attach att additional sheet with the infortnatiop for each area provided in the same format as below.
Receiving Stream Name .. .. `. . �i 14 ,L�,�i¢i 4/6P1. ... . _ _... ._... . . ,Han
Receiving Stream Classy 6‘00
Drainage Area B.9
Existing Impervious'Area o
Proce Is ny ed etvious'Asei 2 . !v 66. Ac rigs
%Impervious'Area(total) 30
.�. il .,,.,.. . ...', t YI`l l ( 1 ;;
On-site Buildings 0, q jG
On-site Streets 0.7$3 AC-
On-site Parking D,qs ,4-G
On-site Sidewalks , e --
Other art-site
Off-Site t -
f !Total: , k g b Total:
'Impervious dint Is defined as the built upon area including,but not limited to,buildings,toads,parking areas,
sidewalks,snivel areas,etc.
Form SWU-10l Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived? At/
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a
table listing each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water.Quality..These covenants may
not be changed or deleted without the consent of the State.
2. No more than Z o '7 MI square feet of any lot shall be covered by structures or impervious materials.•
Impervious materials include asphalt,gravel,concrete,brick stone,slate or similar material but do not include wood
decking or the Water surface of swimming pools.
3. Swales shall not be filled In,piped,or altered except as necessary to provide driveuaay crossings.
4 Built-upon area in excess of the permitted amount requires a state stormwater management permit modification
construction. prior
5. All permitted roof from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that Maintains the
mtegrit y and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and
persons claiming under there,that they will run with the land,that the required covenants cannot be changed or
deleted without concurrence from the State,and that they will be recorded prior to the sale of any lot
V. , SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s)listed below must be submitted for
each BMP specified for this project. Contact the Stonnwater and.General Permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SWU 102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU 104 Law Density Supplement
Form SWU 105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
•
Form SWU-101 Version 3.99 Page 3 of 4

VL SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the Items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of tile Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s)for each BMP 4%A •
• Permit application processing fee of$420(payable to NCDENR) -,,�
• Detailed narrative description of stormwater treatment/management '--J,;
• Two copies of plans and specifications,including.
-Development/Project name /.
-Engineer and firm.
-Legend
-North arrow
-Scale
-revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads;drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
-Drainage areas delineated .
-Vegetated buffers(where required) •
VIL AGENT AUTHORIZATION
•
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this section"
Designated agent(individual or firm): -. 4 N iW
Mailing Address: /O 1IAI _sal-ET"" •
City: State: 1 ' s Z p: Z
Phone( -.Z.7 ill ). -zz/9 . ..pox ) . -193 6.3
VIIL APPLICANT'S CERTIFICATION
I,(print or type name ofperson listed in Geneal Information,item 2) el-6AAW 4. ,D ,eranl
certify that the information indudEd on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCA
Signafar Date:
Fr' ./ /f/
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
t►,,t,p pwt id'd by nWO
Sf i�e of Not'tli Carolina
Department of-Environment and Natural 1Yesourtus
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form Wray be photocopied for use as art original
A low density project is one that meets the appropriate criteria for built upon area and transports stonnwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stonuwater
collection system as defined by 15A NCAC 211 .1002(18). Low density requirements and density factors can be
found hi 15A NCAC 21 .1005 through .1007.
t. PROJECT INFORMATION
Project Name: _ P A°S5I 4` LA162511 c u.�Da/57b t"
Contact Person: Vie/-I iT it'd &—At Phone Number: (Z.irZ X 9-T ZZ/9
Number of Lois: 4, Allowable Built Upon Area Per Lot*: 20 '7z ? `
*1.f 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 mune, phase,page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stonnwatet Management Permit Application for specific language that must be recorded In the deed
restrictions for ail subdivisions.
For Uniform lot sizes, complete the following calculation 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.
6 D1 Density Factor- the appropriate percent built upon area divided 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.Lois -the total number-of lots in the subdivision.
1 MIA/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.
Form SWU•10d Rev 3.99 Page 1 of 2

(SA x l�I�1. �A` OA = f1UA
No.Lots Lot
Calculation:
z i72 9 s0,
I1r, 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 Stormwarer
Management Permit Application Form, the agent may initial below.
Applicants 4 ais
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-10l shall be recorded as a restrictive
covenant. .A copy of the recorded document shall be provided to DWQ within 31)days of
i
platting and prior to sale of any lots.
c. Built upon area calculations tore provided for the overall project and all lots.
d. Project conforms to low density requirements within the UKW AEC (if applicable).
•
LIM NCA.0 211 ,1007(2)(b))
Pam SWU-104 Rev 3.99 Page 2 of 2

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FINAL PLAT OF:
Peterrnn & Lawson nSubdivision \�
y Vli i�C4 GPy C%1i bi
Section II
Sii:4NSBORO TWSP., ONSLOTf COUNTY, N.C.
SCALE: 1" = 60', DATE: JULY 19, 1999
OWNERS: SURVEYED BY:
PETERSO,V & L4 TWO Y ALAN BELL SURTE'YLVG, P.A.
158 LESLIE LANE 604E CEDAR POINT BLVD.
SW:-I SRORO, N.C. Pt-ANNSRORO, N.C.
(910)-326-1001 (252)-393-6101

Fortin Contract Service Invoice
Post Office Box 4188
Emerald Isle, NC 28594 DATE INVOICE#
1028/99 623
BILL TO
John P.McLean Engineering Associates
106 Manatee Street
Cape Carteret,N.C.28584
TERMS ACCOUNT
Due on receipt Peterson&Lawson's Pro...
QUANTITY DESCRIPTION RATE AMOUNT
1 Laboratory Analysis Fee-Chlorides 50-180 mgA 30.00 30.00
Thank you for your business.
Total $30.00
Should you have any questions,please call
252-393-8720

State of North Carolina —
Department of Environment
and NaturaL.Resoir ec s
Wilmington Regional Office mw
James B.Hunt,Jr., Governor NCDENR
Wayne McDevitt, Secretary NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND N/QURAL RESOURCES
Division of Water Quality
August 30, 1999
Mr. Richard A. Peterson
Richard A. Peterson and Jerry W. Lawson
158 Leslie Lane
Swansboro,NC 28584 -
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 990833
Peterson and Lawson Subdivision
Onslow County
Dear Mr.Peterson:
The Wilmington Regional Office received a Stormwater Management Permit Application for Peterson
and Lawson Subdivision on August 23, 1999. 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. Cartwheel Branch is classified SA. Section.1.005(a)(i)ofthe stormwater requirements state that
the built-upon area must be 25%or less. Please make the necessary corrections.
2. The entire project area must be included in the calculations. The plans include lots 1 and 2 and
the entire road. These areas will be considered during the review of this project because they _
are a part of the entire project. Please change section III of the Stormwater Management
Application.
3. The BUA calculations on the Low Density Supplement should be based on the entire project,
not individual lots. A specific number of square feet can be assigned to each lot,but the original
calculation needs to be based on the entire site area. Subtract the entire road area,divide by the
total number of lots,and then designate allowed built-upon area per lot according to the size of
each lot.
4. Please delineate all wetlands on site,or note on the plans that none exist. An approximation is
not permitted if wetlands exist within the site area boundaries.
5. Original contours or spot elevations along with proposed contours or spot elevations must be
provided on the plans.
6. Please send two revised copies of plans and the application and supplement with the necessary
corrections. Reference the project number above on all correspondence.
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
A rn.r':ri i;nnnrfrrnity a rnrrn•.0 drtinn rmnrn.,nr t5 c;

Mr. Peterson
August 30, 1999
Stormwater Project No. SW8 990833
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 September 30, 1999, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. 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"a=:
Sedimentation Erosion Control Plan,is a violation of NCGS 143-215.1 and is subject to enforcement action =•
pursuant to NCGS 143-215.6A.
If you have any questions concerning this matter please feel free to call me at(910) 395-3900.
IL
Sincerely,
"04/L ae,u7447,
Noelle Lutheran
Environmental Tech V
RSS/nml: S:\WQS\STORMWAT\ADDINFO\990833.AUG
cc: Noelle Lutheran
John McLean,P.E.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office 461";111111111kly.
James B.Hunt,Jr.,Governor meserierk
Wayne McDevitt,Secretary
Division of Water Quality NCDENR
Nor rrl CARouNA DeAORrpENT or
ENVIRONMENT AND NKRJRAL RESOURCES
August 23,1999
CERTIFIED MAIL#Z 495 991 301
RETURN RECEIPT REQUESTED
Mr. Richard Perterson
Richard Peterson Builders, Inc.
PO Box 2158
Swansboro, NC 28584
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Peterson and Lawson Subdivision
Stormwater Project No. SW8 990833
Brunswick County
Dear Mr. Peterson:
On August 20, 1999,the Wilmington Regional Office received a copy of the Notice of Receipt of
Erosion & Sedimentation Control Plan for Peterson and Lawson Subdivision. 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 September 23, 1999. Failure to
respond to this request may result in the initiation of enforcement action,and construction may experience
a subsequent delay.Please reference the Project Number above on all correspondence.If you have any
questions, please call me at (910)-395-3900.
Sincerely,
ew-,C
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\STORMSUB\990833.Aug
cc: Carann Harper, Brunswick County Inspections
John McLean Engineering Associates
Linda Lewis
Central Files
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
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State of North Carolina L�
Department of Environment
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Division of Land Resources Q�ej 7
Land QualitySection V
2 �t�G 2 0 199' ciDENR
James B.Hunt,Jr.,Governor 99D3 NpRTH CAROLINA DEPARTMENT OF
Wayne McDevitt, Secretary ENVIRONMENT AND NATURAL RESOURCES
August 4, 1999
NOTICE OF RECEIPT OF EROSION &SEDIMENTATION CONTROL PLAN
Richard Peterson Builders, Inc.
Mr. Richard Peterson
Post Office Box 2185
Swansboro NC 28584
Dear Mr. Peterson:
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).
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. Commencement or continuation of a land-disturbing activity under the jurisdiction of this Act
prior to the approval of an erosion and sediment control plan is a violation of the Act.
This land disturbing activity described in this plan is also subject to the Environmental Management
Commission's review of their regulations to implement stormwater controls in coastal counties (15 NCAC 2H
Section .1000). Contact the Water Quality Supervisor of the Division of Water Quality to ensure this activity is in
conformance with their rules.
If you have questions, 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,
Janet L. Paith
Environmental Technician
JLP/dbd
cc: John McLean;John McLean Engineering Associates
WiRO-LQS
PROJECT NAME: Peterson and Lawson Subdivision
PROJECT NUMBER: 9908020N
LOCATION: Seth Thomas Lane-Onslow County
RIVER BASIN: White Oak
SUBMITTED BY: John McLean Engineering Associates
DATE RECEIVED BY LOS: July 29, 1999

NARRATIVE (Continued)
The runoff created from the impervious area of the street will be routed through 3 different
drainage ways toward the rear (east) of the lots. The property line on the east boundary line
is defined by a "dry" section of a branch. There is a fringe of 404 wetlands, but in no instance
will any disturbance be allowed near the dry branch. There is a thirty (30) foot set-back on
all of the lots to be developed.
1. The drainage area for Seth Thomas Lane, Lot 1, (already platted at Map Book-38, _
Page 56), is a natural outlet as shown on the plan profile.
2. The drainage area for Seth Thomas Lane, between Lot 3 & 4 will be a swale, improved -�=7 --
as necessary to effect drainage to the east (minimal mechanical grading through a field, •
not woodlands).
3. The drainage area which takes the runoff northward at the end of Seth Thomas Lane
is a natural outlet, and will require no clearing, no grading.
A construction entrance is planned as shown. Rock check dams are spaced as shown on the
drawing, and temporary sediment basins are also planned to control siltation and erosion.
The development of the road makes lots available for subdivision, and each will be limited to
30 % impervious construction. The area lends itself to commercial development and light
industry which may include but would not be limited to such businesses as cabinet making, sign
shops, glass shops, or perhaps furniture making. Stormwater runoff from the future buildings
will be directed toward the east side of the lots, crossing over vegetated areas and eventual
routing to the dry branch on the property lines. No additional treatment is anticipated.
Sche f Impervious areas are:
Impervious
1. Reserved by 1.81 acres 19,689 sf
2. Lot 3 s 21,649 sf
3. Lo 1.44 acres 14,549 sf
4. of 5 1.54 acres 204 sf
If additional areas are developed along Seth Thomas Lane, plans will be submitted to Land
Quality and Water Quality for approval.