SW8041133_HISTORICAL FILE_20061019

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 01 1 l 3 3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zaow
YYYYMMDD

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October 19, 2006
Mr, Salvatore Bonomolo
762 Coreus Ferry Road
Hampstead, NC 28443
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Stormwater Permit No. SW8 041133
Sal Bonomolo Tract aka Hampstead Furniture
High Density Project
Pender County
Dear Mr. Bonomolo:
Alan W. Klimek, 11.E:. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Sal Bonomolo Tract (aka Hampstead Furniture) on September 12, 2006.
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 041133 dated October 19, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until October 19, 2016, 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 sixty (60) 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].
Since f
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:1WQSISTORMWATIPERMIT1041133.oct06
cc: David Newsom, P.E., Crystal Coast Engineering
Pender County Planning Department
Linda Lewis
Wilmington Regional Office
Central Files One
N rthCarolina
�at�rra!!y
Forth Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwater uaalityzg Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50%Recycledfl0%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 041133
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
Salvatore Bonomolo
Sal Bonomolo Tract aka Hampstead Furniture
NCSR 1568, 1.5 miles north of US 17 & NC 210, Hampstead, Pender County
FOR THE
construction, operation and maintenance of an infiltration basin 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 October 19, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 46,989 square feet of
impervious area. All overflows from the basin, in excess of the design storm,
must pass through a 50' vegetated filter prior to entering surface waters.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 041133
The following design criteria have been provided in the infiltration basin and must
be maintained at'design condition:
a. Drainage Area, acres:
Onsite, ft2.
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Basin Depth, feet:
e. Bottom Elevation, FMSL:
f. Bottom Surface Area, ft2:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, W:
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Seasonal High Water Table, FMSL
I. Time to Draw Down, hours:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.37
59,921
0
46,989
1.5
2.50
32.14
1,339
34.64
6,476
Fine to Medium Sand
2.0
29.7
29
Old Topsail Creek 1 Cape Fear
CPF24 18-87-12
"SA" .
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 041133
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable -unless the facilities aye constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures., built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision; acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications, shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time'frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 041133
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference .
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 19th day of October 2006.
NOR T ROLINA E ON TAIW MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

L�
Crvstal Coast Enaineerina, PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: [e-mail]
September 11, 2006
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 041133
Sal Bonomolo Tract (Hampstead Furniture)
Pender County
Dear Ms. Lewis,
SEP 2, 2n66
We are in receipt of your emailed Requests for Additional Information of September 8,
2006 and September 11, 2006 for the referenced project. We provide the following
information to allow you to continue the stormwater review (item numbers correspond
to your original Request):
1. Removed perforations from end caps of diffuser as requested.
2. Added "top of bank" and a 50 set back line from the top of bank as requested.
Revised 'footprint' of the infiltration basin as necessary to avoid encroachment
across the set back line.
Attached are the following items to allow you to continue your review:
• Three (3) copies revised "Stormwater Plan"
• Three (3) copies revised "Infiltration Details"
• Two (2) copies revised Design Calculations
• Two (2) copies revised Page 1 and Page 2 of Infiltration Supplement
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. Should you have questions or additional concerns, please
feel free to contact me.
You
CRYSTAL COAST ENGIN

RE: Sal Bonomolo SW8 041 133
Subject: RE: Sal Bonomolo SW8 041133
From: "David Newsom" <[e-mail]>
Date: Mon, 1 1 Sep 2006 09:29:12 -0400
To: "'Linda Lewis"' <[e-mail]>
M
will revise plans accordingly.
Please note, however, that the dry channel "stream" is not well defined and
it will be difficult to definitively establish a "top of bank" line.
However, based upon my own site observations, contours and field topo, I
will try and establish "top of bank" in the vicinity of the proposed
infiltration basin and provide a 50, setback from that line.
-----Original message -----
From: Linda Lewis 6nailto:[e-mail]]
Sent: Monday, September 11, 2006 8:16 AM
To: David Newsom
Subject: Re: Sal Bonomolo SW8 041133
Dave:
It appears to be the consensus of the group that in the absence of a
MHW, that the infiltration basin should be located 50, from the top of bank.
Linda
David Newsom wrote:
Brandon is back at NC State (he is our summertime intern). Hopefully,
he will be with us full time next year after he graduates.
I will take care of details and forward tommorrow (Monday).
Please let me know when you hear back from Raleigh. The "stream" is a
dry channel based upon my own observations the couple of times I have
been to the site.
-----original Message -----
From; Linda Lewis hail to: [e-mail])
Sent: Friday, September 08, 2006 11:40 AM
To: Brandon Ashton
Subject: Sal Bonomolo SW8 041133
Brandon:
Please remove the holes in the end caps of the diffuser/flow spreader
mechanism to prevent scouring and bypassing of the filter.
Send in two copies of the revised detail sheet.
I have requested information regarding the lack of a MHW line from
Raleigh and how the measure the 50' setback for the infiltration basin
where no MHW exists. I'll get back to you ASAP when I hear something.
Linda
of 2 9/ 1 1 /2006 10:22 AM

Sal Bonomolo SW8 041 133
Subject: Sal Bonomolo SW8 041133
From: Linda Lewis <[e-mail]>
Date: Fri, 08 Sep 2006 11:39:57 -0400
To: Brandon Ashton <crystal coaste ng@b izec.rr. co m>
Brandon:
Please remove the holes in the end caps of the diffuser/flow spreader mechanism to
prevent scouring and bypassing of the filter.
Send in two copies of the revised detail sheet.
I have requested information regarding the lack of a MHW line from Raleigh and how
the measure the 50' setback for the infiltration basin where no MHW exists. I'll
get back to you ASAP when I hear something.
Linda
of 1 9/8/2006 12:03 PM

SA Waters
C
Subject: SA Waters
From: Linda Lewis <[e-mail]>
Date: Fri, 08 Sep 2006 11:33:02 -0400
To: Tom Reeder <[e-mail]>, Bradley Bennett <bradley. [e-mail]>, Ken
Pickle <ken.pickle a ncmai1.net>, Bill Moore <[e-mail]>, Scott Vinson
<[e-mail]>, Al Hodge <[e-mail]>
1 have a high density project that is located immediately adjacent what has been
determined by our wetlands unit to be SA waters, however, there is no water in the
stream and there is no MHW line with which to measure the 50' setback to the
infiltration basin. Has anyone run across this situation, and have any information
on how to permit?
Linda
of 1 9/8/2006 12:04 PM

Crystal Coast Engineering, PA
3817-3 Freedom Way
i Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: [e-mail] „� n
August 9, 2006 n L
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 041133
Sal Bonomolo Tract (Hampstead Fumiture)
Pender County
Dear Ms. Lewis,
We are in receipt of your Request for Additional Information dated August 8, 2006 for
the referenced project. We provide the following information to allow you to continue
the stormwater review (item numbers correspond to your original Request):
1. There is no MHW line associated with the existing stream because the existing
stream is a dry stream bed.
2. A diffuser has been added to the vegetated filter to serve as a flow spreader
mechanism. In addition, the detail sheet has been revised to include the
diffuser.
3. The 1.37 acre drainage area to the infiltration basin has been delineated and
highlighted for clarity.
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. Should you have questions or additional concems, please
feel free to contact me.
Yours truly,
Brandon C. Ashton
CRYSTAL COAST ENGINEERING

Michael F. Easley, Governor
William G. Ross Jr., Sccrctary
North Carolina Department of FnVlTonment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 8, 2006
Mr. Sal Bonomolo
762 Corcus Ferry Road
Hampstead, NC 28443
Subject: Request for Additional Information
Stormwater Project No. SW8 041133
Sal Bonomolo Tract (Hampstead Furniture)
Pender County
Dear Mr. Bonomolo:
The Wilmington Regional Office received a Stormwater Management Permit Application for Sal
Bonomolo Tract (Hampstead Furniture) on July 25, 2006. A preliminary review of that
information has determined that the application is not complete. The following information is -
needed to continue the stormwater review:
Please show and label the MHW line of the existing SA stream on the plan. The
infiltration basin must be located at least 50' from the MHW line of the stream.
2. Please provide a flow spreader mechanism in the vegetated filter and revise the
detail. Riprap is a very good energy dissipater, but does a poor job at dispersing
the flow evenly across the width of the filter.
3. Please delineate the 1.37 acre drainage area to the basin.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to August 22, 2006, 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 fetter. The
request must indicate the date by which you expect to submit the required information.
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].
North
Carolina
Niztu,rally
North Carolina Division of Water Quality 127 Cardinal [give Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: A,ww.ncwalerc1uality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled1l0% Post Consumer Paper

Mr. Bonomolo
August 8, 2006
Stormwater Application No. SW8 041133
Sincerely,
i
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINFO120061041133.aug06
cc: David Newsom, P.E., Crystal Coast Engineering
Linda Lewis
Page 2of2

Sal Bo4nolo SW8 041133
1/
Subject: Sal Bonomolo SW8 041133
From: Linda Lewis <[e-mail]>
Date: Tue, 08 Aug 2006 13:00:58 -0400
To: Dave Newsom <[e-mail]>
Dave:
Attached are my review comments regarding this project.
Linda
041133.aug06.doc Content -Type: applicationlmsword
Content -Encoding: base64
1 of 1 8/8/2006 1:07 PM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PE, Director
Division of Water Quality
August 8, 2006
Mr. Sal Bonomolo
762 Corcus Ferry Road
Hampstead, NC 28443
Subject: Request for Additional Information
Stormwater Project No. SW8 041133
Sal Bonomolo Tract (Hampstead Furniture)
Pender County
Dear Mr. Bonomolo:
The Wilmington Regional Office received a Stormwater Management Permit Application for Sal
Bonomolo Tract (Hampstead Furniture) on July 25, 2006, A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
Please show and label the MHW line of the existing SA stream on the plan. The
infiltration basin must be located at least 50' from the MHW line of the stream.
2. Please provide a flow spreader mechanism in the vegetated filter and revise the
detail. Riprap is a very good energy dissipater, but does a poor job at dispersing
the flow evenly across the width of the filter.
3. Please delineate the 1.37 acre drainage area to the basin.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to August 22, 2006, 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 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].
None' Carolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 ('hone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterguah .org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycied110% Post Consumer Paper

Mr. Bonomolo
August 8, 2006
Stormwater Application No. SW8 041133
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:1WQSlSTORMWATERIADDINFO120061041133.aug06
CC' David Newsom, P.E., Crystal Coast Engineering
Linda Lewis
Page 2 of 2

Crvstai Coast Enaineerina. PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: [e-mail]
July 21, 2006
Mr. Paul T. Bartlett, PE
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project N . SW8 041133
Sal Bonomolo Tract
Pender County
Dear Mr. Bartlett,
RECEIVED
JUL 2 5 2W6
DWQ
PROD #
Per recent emails from Linda Lewis, the project has been redesigned to incorporate an
infiltration basin rather than a wet detention pond. To facilitate your review, the following items
are attached.
1. Two sets REVISED Construction Drawings.
2. Revised Page 2 of 4 of the Application.
3. Infiltration Basin Supplement.
4. Design Calculations.
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. Should you have questions or additional concerns, please feel free to
contact me. ll
Y
"ewsom, PE
AL COAST ENGINEERING, PA
Cc: Charles Riggs & Associates, Inc.

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Jun 30 C;6 08:08a CrystalCoastEngineering
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910-325-0060 p.2
INFILTMTION SfTE VISIT REQUEST
Narrle of the Rroject : a0_ 3D.AJb 1M 0Z_0 2AG
Location (attach a clear vicinity map): eysec��n! -� U S t -� Lfy ' 21 U Ctnd NCS R 15 6e 3/
Street address, 5R number, community, etc. -r
Directions frorp the nearest major intersection: _-from ire-ie+r5�e'�ro� k LDS I-7 ar
N 1 v r n Hc?6-e ad ivo.-4 on us 1-7 aaprpx 'i male- (,I It e5
-r� �s �5��• ���� an 1 h�-.
Owner/Applicant Name:_ J Q( a yy D M D L C)
Consultant Name:
'Consultant Contac
41 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin trench--" 1Z7t!T_
Bottom Elev, of infiltration basin/trench=
Existing ground minus bottom elev.=
Add 2' (max. I ottorn elevation)=
Date/Time of §oils Investigation
i
Summary/Comments,
J �1 J - 40 —
�ti�f e; r„
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
declipe to do the investigation. If the proposed infiltration system will be located in an area of existing
pavemegt and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 21-1-10DO, and assumes no liability should the system fail.

30 OE� 8:0&<
vim A
CiystalCoastEngineering
910-325-0060
I
3517-3 Freedom Way
Hube-t, N.C. 28539
Tel: [phone]
Fax: [phone]
To: Cameron Weaver Prom: Sara for David K. Newsom
Fax: [phone] Pages: 2
Phone: Date: 6/30/2006
Re: Sal Bonomolo Tract
❑ Urgent ❑ For Review
CC:
❑ Please Cornment ❑ Please Reply ❑ Please Recycle

[Fwd: SW8 041 133 Sal Bonomolo Tract (behind Hampstead Furniture)]
r'
1
Subject: [Fwd: SW8 041133 Sal Bonomolo Tract (behind Hampstead Furniture)]
From- Joanne Steenhuis <[e-mail]>
Date: Thu, 22 Jun 2006 11:50:29 -0400
To: [e-mail]
CC: [e-mail]
Dave,
I got a copy of Linda's e-mail and I just wanted to go ahead and let you know that Mr.
Bonomolo has a 401/404 permit(s) for a stream crossing on his property. The stream
crosses his property and goes under Highway 17, so you are well in the 1/2 mile for
stormwater.
You may also want to look at the 401 permit to make sure you are consistent with what
they were permitted. The 401 was written on August 30, 2005 and I don't know when the
Corps wrote theirs. You may want to check, because they usually expire in a year and the
401 expires along with the Corps. If you have questions, please call [phone].
Subject: SW8 041133 Sal Bonomolo Tract (behind Hampstead Furniture)
From: Linda Lewis <[e-mail]>
Date: Thu, 22 Jun 2006 09:58:44 -0400
To: Dave Newsom <[e-mail]>
CC: Joanne Steenhuis <Joanne.Steenhuis@ncmai].net>
Dave:
Please contact Joanne Steenhuis to request a stream call for the unnamed tributary
adjacent this property. Joanne will determine the point in the field where the trib takes
on the characteristics of a stream. This point will be used to determine whether the
proposed project is within 1/2 mile of SA waters.
Linda
SW8 041133 Sal Bonomolo Tract (behind Hampstead Furniture;
Content -Type: message/rfc822
Content -Encoding: 7bit
1 of 1 6/22/2006 11:56 AM

Re: Sal Bonomolo Tract SW8 041133
a
Subject: Re: Sal Bonomolo Tract SW8 041133
From: Linda Lewis <[e-mail]>
Date: Fri, 16 Jun 2006 11:52:16 -0400
To: David Newsom <crystal [e-mail]. com>
David:
Our rules have always required projects that are within 1/2 mile of and draining to
an unnamed tributary of SA waters to meet the SA design criteria. If there is a
question about whether or not the unnamed tributary is a ditch versus a stream,
then I can ask Joanne to go out: and make a stream call.
Linda
David Newsom wrote:
Project is 2,8001+ from Old Topsail Creek (closest blue line stream on
USGS). Has the State determined that "unnamed tributary" is to be
considered surface waters (i.e., flowing stream)???
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]] Sent: Wednesday, June 14, 2006
10:34 AM
To: Dave Newsom; Charles Riggs
Subject: Sal Bonomolo Tract SW8 041133
Dave & Charles:
This project is adjacent an unnamed tributary of SA waters, meaning it will need
to provide an infiltration system for 1.5" of runoff. Please see Section .1005
(2) of the stormwater rules. Email me with any questions.
Linda
I of 1 6/22/2006 9:59 AM

RE: Sal Bonomolo Tract SW8 041 133
I
Subject: RE: Sal Bonomolo Tract SW8 041133
From: "David Newsom" <[e-mail]>
Date: Fri, 16 Jun 2006 10:57:37 -0400
To: "'Linda Lewis"' <[e-mail]>
Project is 2,8001+ from Old Topsail Creek (closest blue line stream on
USGS). Has the State determined that "unnamed tributary" is to be
considered surface waters (i.e., flowing stream)???
-----Original Message-- -
From: Linda Lewis 1mailto:[e-mail]
Sent: Wednesday, June 14, 2006 10:34 AM
To: Dave Newsom; Charles Riggs
Subject: Sal Bonomolo Tract SW8 041133
Dave & Charles:
This project is adjacent an unnamed tributary of SA waters, meaning it
will need to provide an infiltration system for 1.5" of runoff. Please
see Section .1005 (2) of the stormwater rules. Email me with any questions.
Linda
of 1 6/22/2006 10:06 AM

Re: Sal Bonomolo Tract SW8 041 133
Subject: Re: Sal Bonomolo Tract SW8 041133
From: Linda Lewis <[e-mail]>
Date: Fri, 16 Jun 2006 15:17:41 -0400
To: David Newsom <crystal c oasten g@bi zec.rr. com>
Dave:
Thanks for the info. Unfortunately, Noelle left yesterday to get married in Tahiti
and Joanne is on vacation till. June 20, so there isn't anyone to make a stream call
at this time.
while I can appreciate Mr. Bonomolo's anxiousness regarding this project, and his
desire to construct a pond, if we determine that the project is indeed within 1/2
mile of an unnamed tributary of SA waters, that just can't be permitted. There's
not a lot that can be done as far as a high density project is concerned, if the
soils do not support infiltration. The project may need to be redesigned to low
density.
Linda
David Newsom wrote:
I will get back to you on this. I have forwarded your previous email to the
client so he can decide how to proceed...
Just so you know ... I informed the client of this possibility (infiltration)
at the outset...It is unlikely that soils on this site can support
infiltration. He was adamant that he wanted a pond instead of infiltration
so that's the way we proceeded.
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]) Sent: Friday, June 16, 2006
11:52 AM
To: David Newsom
Subject: Re: Sal Bonomolo Tract SW8 041133
David:
Our rules have always required projects that are within 1/2 mile of and draining
to an unnamed tributary of SA waters to meet the SA design criteria. If there
is a question about whether or not the unnamed tributary is a ditch versus a
stream, then I can ask Joanne to go out and make a stream call.
Linda
David Newsom wrote:
Project is 2,8001+ from Old Topsail Creek (closest blue line stream on
USGS). Has the State determined that "unnamed tributary" is to be considered
surface waters (i.e., flowing stream)???
-----original message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Wednesday, June 14, 2006 10:34 AM
To: Dave Newsom; Charles Riggs
Subject: Sal Bonomolo Tract SW8 041133
oft 6/16/2006 3:20 PM

Re: Sal Bonomolo Tract SW8 041 133
Dave & Charles:
This project is adjacent an unnamed tributary of SA waters, meaning it
will need to provide an infiltration system for 1.5" of runoff. Please see
Section .1005 (2) of the stormwater rules. Email me with any questions.
Linda
2 of 2 6/16/2006 3:20 PM

Michael h. Gasley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Hnvironnicm and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 14, 2006
Mr. Sal Bonomolo
762 Corcus Ferry Road
Hampstead, NC 28443
Subject: Request for Additional Information
Stormwater Project No. SW8 041133
Sal Bonomolo Tract
Pender County
Dear Mr. Bonomolo:
The Wilmington Regional Office received a Stormwater Management Permit Application for the
Sal Bonomolo Tract on June 13, 2006, with a scheduled Express Review date of June 14,
2006. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
This project is draining directly into an unnamed tributary of SA waters. Under
Section .1005 (2) high density development activities within one-half mile of and
draining to SA waters or unnamed tributaries to SA waters shall provide an
infiltration system designed to control the runoff from all surfaces generated by
1.5 inches of rainfall. Wet detention ponds may not be used within '/z mile of SA
waters or unnamed tributaries to SA waters. Please revise the application to
infiltration.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to June 28, 2006, 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, email 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].
NcOin thCarolina
,11�aturr lay
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet• www.ncNvateryuali_ �y.��rg Fax [phone].623-6748
An Equal OpportunilylAfiirmative Action Employer— 50%Recycled110% Post Consumer Paper

Mr. Bonomolo
June 14, 2006
Stormwater Application No. SW8 041133
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATERIADDINF0120061041133.jun06
cc: Charles Riggs, P.L.S., Riggs & Associates
Dave Newsom, P.E., Crystal Coast Engineering
Linda Lewis
Page 2 of 2

CHARLES F. RIGGS & ASSOCIATES, INC.
202 WARLICK STREET
11.0. BOX 1570
JACKSONVILLE, NOR-1-1-1 CAROLINA 28541
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: [e-mail]
June 13, 2006
Mr. Cameron Weaver, Permit Coordinator
State ol'North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: I?xpress Permit Application for Sal Bonomolo
Topsail Township, Pender County, North Carolina
Dear Mr. Weaver:
On behalf of Mr. Sal Bonomola, Crystal Coast Engineering, PA and Charles F. Riggs &
Associates, Inc., submit for your review the Stormwater Plans for the above referenced
project.
Respectfully,
Charles F. i , P.L.S.
Enclosur
�EcErvED
JUN 13 2006
"RGJ # � 90 It 3 3

Stormwater Treatment &
Erosion Control Narrative
Sal Bonomolo Tract
Sal Bonomolo proposes to construct a 23,348 sf building and associated sitework on a 3.13
acre tract located near the intersection of US 171 NC 210 and NCSR 1568 just east of
NCSR 1569 in the Topsail Township, Pender County. The site is currently undeveloped
(wooded and agricultural).
The project site drains to an unnamed tributary of Old Topsail Creek (SA:HQW) in the Cape
Fear Basin. T
Proposed sitework incorporates a wet detention pond to treat stormwater. A piped
collection system will divert stormwater emanating from all proposed impervious surfaces to
the pond.
Site topography is gently sloping (0 — 5%) generally toward the southerly boundary of the
tract. Soils are loamy sand/sandy loam.
kcECEIVED
JUN 13 2006
bWQ

no
C -0 1V"D
j U N 13 2006
DWQ
S�vBG¢
.,01 #
1. PROJECT DESCRIPTION
Design Calculations
Stormwater Treatment Facilities
for
Sal Bonomolo et al
located in
Pender County
TZ,r,_vtvac0 G11106
C RO
0
V7
C EAL
8148
10 1
The Project consists of a proposed businesses on a 3.13 acre tract and associated sitework.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b, Compute Pond Surface Area
0 46,989
........... ... ...
0 46,989
0.784 or 78.4 %
Total
23,348 SF
0 SF
23,641 SF
0 SF
0
0
46,989 SF
0 SF
46,989 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming .,,....6.Joot pond depth:
` SA/DA A % (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
2,690 SF say << SF
SF

p
c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 89.93 feet
Width = 29.98 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = _ rlQ.feet
so, Hydr. Width 23.4 feet (avg)
Actual L/W = 4.9 (irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.756 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 3,774 CF say `> 80I? CF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.19
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0,026 (h) ).a
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
0.013 cfs
h= d / 2
= 0.60
Solving for D:

L
D = 0.79 Use`<`<<>1:'(4" pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.020 cfs
Draw Down Period = 2.19 days OK, a 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper =
Cpery
Ccum = 0.67
..........................
110 = inlhr
A = :«1.38 ac
Q10 = 6,61 cfs
Assuming 112 circumference is used as weir and using
Francis Formula (Q=3.33LHI.5) to solve for L such that H = 1.0:
L = 1.99 Feet
Min 24 inch diameter outlet structure
Use 36 inch diameter outlet structure
7. DETERMINE Q10 STAGE
Q10 = 6.61 cfs
Using Francis Formula (Q=3,33LH"5) solve for H:
H 10 = 0.56 feet
B. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.67
A = .....v...... 1.38+ ac
Q100 = 7.84
Using Francis Formula (Q=3.33LH"s) solve for H:
H 100 = 0.63 feet

9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (QICw x Lr3
where: Q = Q100 7.84 efs
Cw = 3.0
Length = .............:r�feet
H = 0.22 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Avg
Incr.
Incr.
Cum.
Main Bay Volume-:
Elevatioa..(.SEArea
(SF)
Depth (FT l
V-Q (CF1
VolCF
Pond Bottom
27.00 17`
Bottom Veg Shelf
31 3 645
331
4.33
1,433
1,433
Normal Pond
33 OE7 266,
1,453
1.67
2,426
3,859
Main Bay Volume =
3,859 CF
Forebay Volume:
Elevation Area (SFe
S
FT
VolCF
VQI (CE
Pond Bottom
28.00........:..::.....p.',
Normal Pond
218
5.00
1,090
1,090
Forebay Volume
1,090 CF
Total Pond Volume =
4,949 CF
Forebay Volume equates to
22.0 % of Total Volume
Temp. Storage Volume
Elevation Area (SF)
Area (SF)
Depth IFTIVolC
Vol (CF)
Normal Pond
33.00 2,696
Temp. Pond Level
;. ........ .:... 3�1 1.9 3,735,
3,216
1.19
3,826
3,826
Temp. Pool Volume =
3,826 CF
10 Yr Storage_V_Qlume :
Eleyation AreaS
Area (SF j
De
VolCF
VcJ C
Temp Pond Level
34.19 3,735
Temp. Pond Level
...................................................
34 7 4,285
4,010
0.56
2,246
2,246

Temp. Pool Volume =
100 Yr Storage Volume
Temp Pond Level
Temp. Pond Level
Temp. Pool Volume =
11. SUMMARY
Pond Elevations:
Top Berm (minimum)
100-Yr. Flood
10-Yr. Flood
1-inch Storage
2,246 CF
Elevation Area (SE Area (SF)Death 1FTl Vol (CE Vol (CF)
34.19 3,735
........34:82 4 356'.i 4,046 0.63 2,549 2,549
2,549 CF
H= 0.22
H100 = 0.63
H10 = 0.56
storage depth = 1.19
Permanent Pool
pond depth = 6
Pond Bottom
12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
27.00
Perm. Pool Elevation
33.00
Temp. Pool Elevation
34.19
Perm Pool Surface Area
2,696 SF
Drainage Area
1.38 AC
Impervious Area
1.08 AG
Perm. Pool Volume
4,949 CF
Temp Pool Volume
3,826 CF
Forehay Volume
1,090 CF
SA/DA
4.4893
Diameter of Orifice
1.00
Design Rainfall
1"
Design TSS Removal
90%
Relative
t a
8.04
35.04
7.82
34.82 (emerg. weir elev)
7.75
34.75
7.19
34.19 (primary weir elev)
6.00
33.00 (invert out elev)

State of North Carolina
s 136-partment of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
November 17, 2004
LETTER OF APPROVAL
Center 118, LLC
Mr. Sal Bonomolo
762 Corcus Ferry Road
Hampstead, NC 28443
A ANEN�
NCDENR
NORTH CAROUNA DFpARTMENT of
Es"RQN EW AND NATURAL RESOURCES
Project Name: Sal Bonomolo Tract
Project No.: Pende-2005-142 - EXPRESS OPTION
Location: US 17 & NC 210 @ Wms. Store Road - Pender County
River Basin: Cape Fear
Submitted by: Crystal Coast Engineering
Date Received: November 8, 2004
New Submittal
Dear Mr. Bonomolo:
This office has reviewed the subject sedimentation and erosion control plan. We find the plan to be acceptable and
hereby issue this Letter of Approval. The enclosed Certificate of Approval must be posted at thejob site. This plan approval
shall expire three (3) years following the date of approval, if no land -disturbing activity has been undertaken, as is required
by Title 15A NCAC 4B.0029.
Please be advised that Title 15A, of the North Caro€€na Administrative Code, 413.0018(a) requires that a copy of the
approved plan be on file at the job site. Also, you should consider this letter to give the Notice required by GS 113A-61(a)
approved plan. The last page(s) which lists approval comments should be copied and attached to the sedimentation and
erosion control plan that is maintained on site.
North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring protection of the natural
resources and adjoining properties. If, following the commencement of this project, it is determined that the erosion and
sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statute 113A-51 thru 66), this office may require revisions to the plan and its implementation to insure
compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water quality taws,
regulations, and rules. In particular, if wetlands are effected by this land disturbing activity, the provisions of the Clean Water
Act as mandated by the Environmental Protection.Agency must be adhered to. In addition, local city or county ordinances
or rules may also apply to this land -disturbing activity. This approval does not supersede any other permit or approval.
Please be aware that this project will be covered by the enclosed general storm water permit NCGO1000
(Construction Activities). You should first become famiiiar'with all of the requirements for compliance with the enclosed
general permit.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form which you provided . You are requested to file an amended form if there is any change in the information
included on the form. In addition, it would be helpful if you notify this office of the proposed starting date for this project.
We look forward to working with you on this project. If you have any questions, please contact our office.
Sincerely,
h�4t.�77. �1LII' L,iri�
Carol N. Miller, CPESC
WiRO-LQS Assistant Regional Engineer
cc: David Newson, PE; Crystal Coast Engineering, PA

FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDWENTATION POLLUTION CONTROL ACT w44
No person may initiate a land- disturbing activity on one or more acres as covered by the Act befoT&
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Qt
Section, NC Department of Environment, and Natural Resources. (Please type or print and, if question is not
applicable, place N/ A in the blank).
Part A.
1. Project Name Sal Bonomolo Tract
2. Location of land4sturbing activity: County Pender
City or Township Topsail ^ , and Highway/Street U.S. Hwv 17/N.C. Hwv 210
3. Approximate date land-distw-bing activity will be commenced: November 2004
4 Purpose of development (residential. commercial, industrial, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
2.93 Acres
6• Amount of fee enclosed S 900.00
7• Has an erosion and sedimentation control plan been filed? Yes No
Enclosed X
g, Person to contact should sediment control issues arise during land -disturbing activity.
Name Charles F. Riggs Telephone [phone]
9 Landowner(s) of Record (Use blank page to list additional owners):
Center 118. LLC T�
Name(s)
762 Corcus Ferry Road
Current Mailing Address
Hampstead N.C. 284-43
City State Zip
to, Recorded in Deed Book No. 2454
Part B.
Current Street Address
Citv State Zip
Page No. 58
Person(s) or firms) who are financially responsible for this land -disturbing activity (Use a blank page to list
additional persons or firms):
Mr. Sal Bonomolo
Name of Person(s) or Firm(s)
732 Corcus Fenv Road
Current Mailing Address
Hampstead, _ N.C. 28443
City crate Zip
Current Street Address
Telephone [phone] Telephone
C" - .J'ate
P

12.
(a) If the Financially Responsible Party is not a resident of North Carolina give name and street ad sa
North Carolina Agent.
N/A��
Name +`
NIA � >„
Mailing Address Street Address
UltN/A � State Lip City State zip
Telephone NIA
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party_ is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent
ILIA
Mailing Address
NIA
City State Zip
Telephone NIA
Street Address
City State Zip
Telephone
The above information is tnie and correct to die best of my knowledge and belief and was provided by me
under oath (This form must be signed by the financially responsible person if an individual or his attornev-
.:c, cr a not an officer, director. partner, or registered agent with authority to execute
instruments for the financially responsible person). I agree to provide corrected information should there be
any change in the information provided herein.
Sal Bonomolo
Type or Tint name
1
Si e
Title or Authority
/6i -,;2 L�
Date
I. ,� 7� fj�� 1) _ j (,C�Od6'-11 a Notary Public of the County of ec�J P6wor;e r
State of North Carolina, hereby ccrL& that '- /D
appeared personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this _ day of OC bL- 20�
Seal Notary
U
My commission cspirs /-- 20
00�,

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley,Governor
William G. Ross Jr., Secretary
RECEIVED
Nov Y o Z004
BY: v-/� �3
November 8, 2UO4
A�7
a
NCDENR
NORTH CAROLJNA DEPARTMENT OF
ENVIRONMENT AND NArURA RESCURCE5
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Center 118, LLC
Mr. Sal Bonomolo
762 Corcus Ferry Road
Hampstead NC 28443
Dear Mr. Bonomolo:
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)1•
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 1 13A-
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.
. 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.
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, 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,
(i:..L�; � �' i � ✓l. 1. l.t.i+`r
Carol N. Miller, CPESC
Assistant Regional Engineer
CC. David Newson, PE; Crystal Coast Engineering, PA
WiRO-LQS; WiRO-WQS -SW
PROJECT NAME. Sal Bonomolo Tract
PROJECT NUMBER: Pende-2005-142 - EXPRESS OPTION
LOCATION: US 17 & NC 210 @ Wms. Store Road - Pender County
RIVER BASIN: Cape Fear
SUBMITTED BY: Crystal Coast Engineering
DATE RECEIVED BY LQS: November 8, 2004
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

�OF WATF9Q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
co 7 North Carolina Department of Environment and Natural Resources
>_
0 Alan W. Klimek, P.E. Director
Division of Water Quality
January 7, 2004
Mr. Sal Bonomolo
Center 118, LLC
762 Corcus Ferry Road
Hampstead, NC 28443
Subject: Request for Stormwater Management Permit Application
Sal Bonomolo Tract
Stormwater Project No. SW8 041133
Pender County
Dear Mr. Bonomolo:
On November 10, 2004, the Wilmington Regional Office received a copy of a Notice of Receipt
of Erosion & Sedimentation control Plan for the subject project. 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 February 7, 2005. 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,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATISTORMSUB1041133.jan05
cc: Jimmy Canaday, Pender County Building Inspections
David Newsom, Crystal Coast Engineering
Wilmirigton_Regional_Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal OpportunitylAffirmative Action Employer— 50%Recycled/f0% Post Consumer Paper
NorthCarolina
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