SW8060557_HISTORICAL FILE_20161107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW W&025 77
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z`Jl(O /,CII
YYYYMMDD

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, December 07, 2016 3:02 PM
To: '[e-mail]'
Subject: SW8 060557; Sawgrass Point Multi -Family Development
Charles:
As we discussed on the phone, 1 am confirming that this permit received the Session Law four year extension; this permit
now expires October 3, 2020.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
A o.casme0_ncdenr.ciov
127 Cardinal Drive Extension
Wilmington, NC 28405
-5:*�"Notfifng Compares --.,-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
RLL4N all inibrmation below and CHECK required Permit(s).
FAX or email to Cameron. Weaver(ancmail.net along with a narrative and vicinihrmap of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless'prior arrangements are made.
PROJECT Name
PROJECT SYSTEM(S) TRIBUTARY TO'
FNr;INFFP1rnN.ql II TANT e0,a,¢
Company
�. L 5aJA t_ _(STREAM NAME)
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! 57a� City/State
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State or National Environmental Policy Ad (SEPA, NEPA) — EA or EIS Required ❑ Yes [VNo
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❑ STREAM ORIGIN Deferminadon; # of stream calls; Stream Name_
ER"STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter [04 h Density -Infiltration ❑ Off Site
[2160ASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT [JJpland Development ❑ Marina Development ❑ Urban Waterfront
EA"LAND QUALITY E Erosion and Sedimentation Control Plan with 2 • f $ ° acres to be disturbed.
WETLANDS (401) Wetlands on Property Rres ❑ No Isolated Wetlands on Property ❑ Yes �No
Check all that apply Wetlands Will Be Impacted ❑ Yes No. Wetland Impacts: �✓ A Acres
Wetlands Delineation has been completed Yes ❑6��N(o
❑ Buffers Impacted: �Acre(s)
USACOE Approval of Delineation completed ❑ Yes
404 Application in process wIUSAC E ❑Yes [fNo l Permit received from USACE ❑Yes [TNo
401 Application required ❑Yes B No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL. DATES: Fee Split for multiple permits:
SW $
cAMA $
l_aS
401 $ Total Fee Amount $

CHARLES F. RIGGS & ASSOCIATES, INC.
202 WARLICK STREET
P.O. BOX 1570
JACKSONVILLE, NORTH CAROLINA 28541
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: [e-mail]
Narrative for Saw Grass
This project is a 7.892 acre tract located on N.C. Highway 50 in Surf City. This 17 unit
townhouse project has received approval from the Town of Surf City Town Council.
This project requests approval on the high density storm water plan, the sedimentation
and erosion control plan and Major CAMA.
Request: Express Major CAMA Permit
Express High Density Stormwater Permit
Express Sedimentation and Erosion Control Permit

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VIONITY SKETCH

State Stormwater Management Systems
Permit No. SW8 060557
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
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
Chris Majewski & CJL Partners, Inc.
Sawgrass Point
NC 210, Surf City, 'Pender County
FOR THE
.construction, operation and maintenance of an underground infiltration trench 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 3, 2016, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 29,684 square feet of
impervious area. The infiltration trench must be operated with a 50' vegetated
filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not provide any allocation
for future built -upon area.
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 060557
6. The infiltration system consists of a separate storage area and infiltration area.
The 1.5" design storm volume is contained in 30" diameter pipes and pumped to
the InfiltratorCD Sidewinder units for infiltration. The following design criteria have
been provided in the infiltration system and must be maintained at -design
condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ftz:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches: .
d. No. of Sidewinder Units:
e. Bottom Surface Area (Sidewinders):
f. Bottom Elevation (Sidewinders):
f. Infiltration Rate, inlhr:
g. Storage Area Pipe Diameter/Length:
h. Bottom Elevation (Storage Area), FMSL:
g. Bypass Weir Elev. to filter, FMSL:
h. Permitted Storage Volume (Storage Area), ft3
i. Type of Soil:
j. Expected Infiltration Rate, inlhr:
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
2.18
36,332
0
29,683
1.5
8
142 ftz
5.0
6
30" 1765
4.8
7.13
3,753
Sand
6.0
2.6
48
ICWW 1 Cape Fear
CPF24 18-87-(5.5)
"SA"
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:
4
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, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060557
5. The facilities shall be constructed as shown on the approved plans. 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.
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 060557
III. GENERAL CONDITIONS
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 project
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 in writing within 30 days.
Permit issued this the 3rd day of October 2006.
NORTH C !,V
INA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

Crvstal Coast Enaineerina, PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: crystalcoasteng@b¢ec.rr.com
September 4, 2006
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 060557
Sawgrass Point
Pender County
Dear Ms. Lewis,
SEP 0 5 2006
` Sw �vGvU 55 �
We are in receipt of your email Request for Additional Information of September 1,
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. Contractor will grade and pave parking lot based upon construction stakmg�to
be furnished by project surveyor. The surveyor typically uses the digital-CADD
drawing file to prepare the staking plan and place the construction staking. We
have, however, placed a Parking Area Dimension Detail on the Detail Sheet in
case contractor requires the actual dimensions.
2. Sealed calculations are enclosed.
3. Revised Supplement as requested (copy enclosed).
4. Revised Page 2 of the Supplement to reflect the Provided Volume. Copy of
revised sheet is enclosed.
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.
truly,
Dauic,K Newsom, PF -
CRYSTAL COAST ENGINEERING

SW8 060557 Sawgrass Point Additional Comments
Subject: SW8 060557 Sawgrass Point Additional Comments
From: Linda Lewis <[e-mail]>
Date: Fri, 01 Sep 2006 11:07:09 -0400
To: Dave Newsom <[e-mail]>
CC: Chris <[e-mail]>
Dave:
The Division received some of previously requested information regarding this
pending project on August 3, 2006. Please provide the following information to
continue the review:
1. The parking lot and driveway dimensions need to be on the plans. A separate 8 x
11 page with this information is not acceptable, because the contractor will never
see it. Due to the busy nature of the plan already, I suggest pasting the parking
lot and driveway dimensions onto the detail sheet and submitting 2 revised copies.
2. Please seal the revised calculations.
3. The supplement forms now leave off the information regarding the 30" diameter
piped storage system. It is intended that you report BOTH the information related
to the storage system and the information related to the Sidewinder units on the
SAME supplement form. You can use an additional page or you can add a second column
of blanks next to the existing blanks, and label the columns. You can cross out the
word "Perforated" to report the 30" pipe size and pipe length for the storage
system. I am not able to scan documents, so I can't attach a completed example.
4. The revised calculations report that the volume provided in the storage area is
3,753 cubic feet, however, the revised supplement reports that only 3,567 cubic
feet is provided. The DESIGN VOLUME to report on page 1 of the supplement is the
calculated minimum 1.5" volume. The PROVIDED VOLUME to report at the top of page 2
is the volume actually provided in the system you designed.
Linda
l of 1 9/1/2006 1 1:15 AM

Crvstal Coast Enaineerina. PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: [e-mail]
August 2, 2006
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No, SW8 060557
Sawgrass Point
Pender County
Dear Ms. Lewis,
REcRIVRD
Aug D 3 2006
We are in receipt of your Request for Additional Information dated July 25, 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. The holes in the diffuser end caps for the vegetated filter have been removed.
2. The pertinent information for the Sidewinder Infiltration units has been added to
the supplement.
3. The proposed infiltration units are Standard Sidewinder SC Chamber units. See
attached sheets for specific details regarding these units.
4. The driveway 1 parking area dimensions are included in the attached driveway 1
parking area supplement drawing.
5. Water from Highway 210 is now piped through the site and discharged into a 50'
x 7.6' vegetated filter. This vegetated filter will provide sufficient treatment
before the runoff enters the Intracoastal Waterway.
6. The value 4.906 cf/If specified in the calculations is the area of a 30" circle.
(A = a*rz = 3.14*(15/12)2 = 4.906 cf/lf)
7. In an effort to minimize the size of the infiltration area, we are pumping from
the storage area over a 2 day period. At a 10 gpm pump rate, it will take
46.8 hours to infiltrate the entire 3,759 cf of storage volume.
8. No standby power is proposed. The small 0.33 HP pump can be operated
with a conventional household 5 KW portable generator.
9. The infiltration rate shown on the supplement has been changed from 6 in/hr
to 8 inlhr, as 8 in/hr is the most conservative rate.

• Page 2
August 2, 2006
We are hopeful that this response addresses all concems 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,
i
Brandon CI Ashton
CRYSTAL" COAST ENGINEERING
.\

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North Carolina De rtment of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]r f
LLC-
Re uest for Express Permit Review _ S 'f lIu
RLLaN all informadon below and CHECK required \itts).� •� ��
FAX or email to Cameron: Weaver a&cmail.net along with a narrative and v irr' map of the-project.locatfon.
Projects must be submitted by 9:00 A.M. of review date, unless prior arrangements arp made.
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PROJECT Name ' S�,X
PROJECT SYSTEM(S) TRIBUTARY
-�itylstate_ k1A c K-s 0 f,11 c Zp 28 s+ i County lk-5"
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes
❑ STREAM ORIGIN Determinadon; # of stream calls; Stream Name
STORMWATER ❑ Low Density - ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter [Hfgh Density -Infiltration ❑ Off Site
[2160ASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT �Jpland Development ❑ Marina Development ❑ Urban Waterfront
[AILAND QUALITY E�rErosion and Sedimentation Control Plan with 2 . l $ acres to be disturbed. - «^
WETLANDS (401) Wetlands on Property ❑O e�s ❑ No T Isolated Wetlands on Property ❑ yes ^ No
Check all that a l Wetlands Will Be Impacted ❑ Yes No Welland Impacts: �✓ Acre(s)
Wetlands Delineation has been completed Yes ❑9'Nto
❑ Buffers Impacted: �Acre(s)
USACOE Approval of DefinearYon completed ❑ Yes
404 Application in process w1USAC E ❑Yes 9No 1 Permit received from USACE ❑Yes [►fNo
401 Application required ❑Yes [ ✓Z No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits:
ITV
Total Fee Amount $
S12-3164
P-A 1,
R.6

CHARLES F. RIGGS & ASSOCIATES, INC.
202 WARLICK STREET
P.O. BOX 1570
JACKSONVILLE, NORTH CAROLINA 28541
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: [e-mail]
Narrative for Saw Grass
This project is a 7.892 acre tract located on N.C. Highway 50 in Surf City. This 17 unit
townhouse project has received approval from the Town of Surf City Town Council.
This project requests approval on the high density storm water plan, the sedimentation
and erosion control plan and Major CAMA.
Request: Express Major CAMA Permit
Express High Density Stormwater Perrnit
Express Sedimentation and Erosion Control Permit

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VICINITY SKETCH

3517-3 Frekom Way {
Huber N.C.28539 96
Tel: [phone]
Fax: WO) °25-0050
RECEIVED
To: From: David K. Newsom PROJ #
9 1 Q -
Rec
ras<s pe,i rnk
Date: f May 31, 2006
SEP 0 1 2006
Dw@
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Attached:
• Revised Stormwater Plan and Details
• Revised Calculations
Per the soils evaluation by Vincent Lewis, we have revised the infiltration system design, incorporating a pump station to
deliver stormwater to an upradient infiltration bed.
l -d 0900-9Z£-01.6 6u1aaau16u31seoOle4s�GO E69:01 90 60

Sep 01 06 11:02a Crysta[CoastEngineei-ing 910-325-0060 p.8
id, Ir.. 3 1-2
I

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 25, 2006 -
Mr. Chris Majewski, President
CJL Partners, Inc.
2828 Brenfield Drive
Raleigh, NC 27606
Subject: Request for Additional Information
Stormwater Project No. SW8 060557
Sawgrass Point
Pender County
Dear Mr. Majewski:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Sawgrass Point on July 25, 2006, with a scheduled Express Review date of July 26, 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-
1 . Please remove the holes in the diffuser end caps for the vegetated filter.
2. Please add the pertinent information for the Sidewinder infiltration units to the
supplement, the same as for the storage area- i.e., elevations, dimensions and
volume. Attach a separate sheet if needed.
3. Please specify the Sidewinder unit Model #, length, width, volume and surface
area per unit.
4. Please dimension the parking area and driveway width on the plan.
5. Water from the ditches on Highway 210 is being piped through the site and
directly discharged to SA waters. This is not allowed. Please provide some type
of BMP to treat that runoff prior to entering the Intracoastal Waterway.
6. Please show the derivation of the 4.906 cfllf specified in the calculations.
7. The pumping operation will occur over 2 days, but what will be the total time to
infiltrate the entire volume?
8. What accommodations have been made for emergency power to keep the pump
operating during power outages?
9. The infiltration rate specified on the supplement is ">6 inlhr". However, the
"conservative" infiltration rate used in the calculations is 8 in/hr. If the bottom rate
is 6 in/hr, then please use that in the calculations to size the necessary surface
area. If 8 in/hr is the most conservative rate, then please report this on the
supplement.
One
Np hcarolina
Aatura!!y
North Carolina DiVisian of Water Quality 127 Cardinal Drive Extension Wilmington. NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.nc%vater ualit r Fax [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Mr. Majewski
July 25, 2006
Stormwater Application No. SW8 060557
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 9,
2006, 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 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
ENB/arl: S:IWQSISTORMWATERIADDINFO\20061060557.ju106
cc: David Newsom, P.E., Crystal Coast Engineering
Doug Huggett, DCM
Linda Lewis
Page 2 of 2

SW8 060557 Sawgrass Point
Subject: SW8 060557 Sawgrass Point
From: Linda Lewis <[e-mail]>
Date: Tue, 25 Jul 2006 11:25:06 -0400
To: Dave Newsom <[e-mail]>
Dave:
Attached are my Express Review comments for this project.
Linda
Content -Type: application/msword
060557.ju106.doc
Content -Encoding: base64
1 of 1 7/25/2006 1 1:42 AM

INTRODUCTION
C
The purpose of this manual is to provide specific design and installation information pertinent for the use of Infiltrator
chambers in North Carolina. Infiltrator products must be used in conjunction with the standards described in the North
Carolina Rule 15A NCAC 18A.1900 and lnfiltrator§ innovative wastewater system approval (www.deh.enr.state, nc.us). This
manual provides a brief description of each chamber and sizing specifications. Installation requirements are provided
on the following pages. Fold design inform2U use contact Infiltrator Systems at 1-800-221-4436.
SideWinder® Sidewall
Infiltrator Leaching Chambers are an effective
replacement for stone and pipe in septic leach -
fields. The products' unique, fully -louvered
Sidewinder sidewall wraps continuously around
it for maximum infiltration area. The Infiltrator
Leaching Chamber design offers more than twice
the leaching area below the invert than that of a
same -length stone and pipe system.
SIDEWINDER
SIDEWALL
Infiltra b4,,QhamPprS
The Standard Side rn er SC, Standar d H' opacity cham
a 36-inch wide trench. The Equalizer® 36 cham er can be installed in a 24-inch
wide trench. There are a variety of system inletting options to choose from, with
and without a distribution box. Ask your local Infiltrator sales representative for
specific information on various system-i n letting options.
Standard SideWinder SC and Standard SC
nominal chamber specifications
Size (WxLxH)
34'x75'x12'
Storage
78 gal (10.4 ft')
Lquivalency Factor Rating
4.61' or 4.0 ft2/lf
Minimum Trench Spacing
9 ft on centers
High Capacity nominal chamber
specifications
Sze (WxLXH)
34'x75"x16'
Storage
112 gal (15.0 ft3)
Equivalency Factor Rating
4.61" or 4.0 ftl/lf
Minimum Trench Spacing
9 ft on centers
Equalizer 36 nominal chamber specifications
Size (WxLxH)
22" x 100" x 13.5'
Storage
87 gal (11.6 ft')
Equivalency Factor Rating
3.0" ft2/lf
Minimum Trench Spacing
7 ft on centers
5 year performance warranty included per approval when 4.61 equiv-
alency factor rating used. Warranty is also available when lower
equivalency factor ratings are used. Completed warranty form avail-
able from distributors must be attached to operation permit.
STANDARD
SIDEWINDER SC
CHAMBER
HIGH CAPACITY
CHAMBER f
Page 2 Contact Infiltrator Systems at 1-800-221-4436 for additional North Carolina technical and product information

PRODUCTS " Mi •
a
�� SYSTEMS INC
POSILOCK
END PLATES
(NOT TO SCALE)
75'
EFFECTIVE LENGTH
o O o
0 0 °
0 ° OO
`© ° c °O
po Qo o O o po op
CLOSED
Equalizer 36 Chambers
SIDE AND END VIEWS
END PLATES
(NOT TO SCALE)
000
PART # E036EN
1oa"
EFFECTIVE LENGTH
0 0
0 0 ° Q
OO o° O° r 00 °
OPEN
i
14' N5,---j
Q 9.2
PART # E036P9
(12" Minimum Cover)
I-+ 34' «J
(6" Minimum Cover)
001. 1 x
a
1225'
Oo 0 0®
-----�---19.25"
PART # E036P6
Contact Infiltrator Systems at 1-800-221-4436 for additional North Carolina technical and product information Page 3

SC,)3 0(�YJ-5517
U-IJ- l/7f
CHARLES F. RIGGS & ASSOCIATES, INC.
202 WARLICK STREET
P.O. BOX 1570`2U"
JACKSONVILLE, NORTH CAROLINA
28541,{Il�
TELEPHONE: [phone]
C
Q
FACSIMILE: [phone]
E-MAIL: [e-mail]
r
ki
July 24, 2006
Ms. Linda Lewis
Environmental Engineer
Division of Water Quality
State of North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Sawgrass Point
New River Drive
Topsail Township, Pender County, North Carolina
Town of Surf City
State Project Number: SW8 060557
Dear Ms. Lewis:
On behalf of CJL Partners, Inc., Crystal Coast Engineering, PA submits the redesign of
the storm water plan for the above referenced project.
Respectfully,
Charles F. ' L.S.

Stormwater Treatment &
Erosion Control Narrative
Sawgrass Point
CJL Partners, Inc. proposes to build a residential townhome development on a 7.89 acre
tract located on NC 210 (New River Drive) close to its intersection with NC 501210 in Surf
City, N.C. (Topsail Township), Qnslow County. The site is currently vacant. The proposed
development includes seventeen (17) townhome units, pool, and associated sitework.
The project is to be designed and constructed in accordance with NC Division of
Environmental Management Stormwater Management Rules (15A NCAC 2H.1000).
Section .1005(2)(b). The proposed project is "High Density" (i.e., percent impervious >
25%). Division of Water Quality requires that the first 1.5" of rainfall be treated in an
infiltration system.
The project site is located less than 1 mile from the Intracoastal Waterway (SA:HQW) in the
Cape Fear Basin. Existing site topography is gently sloping (0 --- 6%), draining towards the
rear (northwestern) portion of the site. Topography suggests that precipitation currently
infiltrates into the sandy soils or sheet flows into adjacent wetlands. Soils are Medium to
Coarse Sands (see attached soils evaluation) which have hydraulic conductivities ranging
from 10 — 20 in/hr.
Proposed grading activities will be limited to installation of building pads and sloping parking
areas as minimally required for drainage. The site will be drained to one proposed
infiltration system.
RECEIVED
JUL. 2.5 Z�S
•DWQ
PROD #J��S�
. ,a

VICINITY SKETCH RECEIVED
JUL 2 5 200E
nw@
PROM # S(-ulU0005S-�
S2wyr2ss rz)r,t-

t1ti'•c!',-2- c35 1Qy: Gfs r:rmlp. WIgO
r*.912 P.
RECEIVED
JUL.2 5 2006
DWQ
PROD #
££06 SS4 OT6 S7N•S99IM'j'S3-12itlH3 WG 04=0T 90—SZ—AVW

Page I of 1
North Carolina
Elaine F. Marshalt DEPARTMENTof THE
Secretary SECRETARY OF STATE
Corporations
"Corporations Nome
*important Notice
*Corporations FAQ
*Tobacco Manufacturers
*Dissolution Reports
•Non -Profit Reports
*Verify Certification
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Contact Us
*Corporations Division
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Print
*Printable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 7/25/2006
Click here to:
View Document Filings 1
Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
NC CIL Partners, Inc. Legal
NC Courtney's of Cary, Inc. Prev Legal
NC CIL Partners, Inc. Prev Legal
Business Corporation Information
SOSI D:
0254866
Status:
Current -Active
Date Formed:
8/30/1989
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
Stock
Majewski, Chris
2828 Brenfield Rd
Raleigh NC 27606
2828 Brenfield Rd
Raleigh NC 27606
2828 Brenfield Rd
Raleigh NC 27606
No Address
Class Shares No Par Value Par Value
COMMON 100000 1
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=4648931 7/25/2006

State of North Carolina
Department of the Secretary of State
ARTICLES OF AMENDMENT
BUSINESS CORPORATION
SOS I D: 0254866
Date Filed: 4/22/2004 4.19.00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200411200076
Pursuant to §55-10-06 of the General Statutes of North Carolina, the undersigned corporation hereby submits the following Articles
of Amendment for the purpose of amending its Articles of Incorporation.
I. The name of the corporation is: COURTNEY' S OF CARP, INC .
2. The text of each amendment adopted is as follows (State below or attach):
RESOLVED, That the name of the company be CJL Partners, Inc. and it hereby is approved and adopted provided
that all appropriate and necessary filings and applicable approvals are obtained. Since all shareholders and
Board Members were also present, the amendment was voted on and approved at this meeting. This amendment
shall be inserted in the Corporate minute book immediately following the Articles of Incorporation.
3. If an amendment provides for an exchange, reclassification, or cancellation of issued shares, provisions for implementing the
amendment, if not contained in the amendment itself, are as follows:
N 1&
4. The date of adoption of each amendment was as follows- APRIL 1, 2004
5. (Check either a, b, c, or d, whichever is applicable)
a. The amendment(s) was (were) duly adopted by the incorporators prior to the issuance of shares.
b. The amendment(s) was (were) duly adopted by the board of directors prior to the issuance of shares.
C. The amendment(s) was (were) duly adopted by the board of directors without shareholder action as shareholder action
was not required because (vet forth a brief explanation of why shareholder action was not required.)
d. ✓ The amendment(s) was (were) approved by shareholder action, and such shareholder approval was obtained as required
by Chapter 55 of the North Carolina General Statutes.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH. NC 27626-0622
(Revised January 2002) (Form B-02)

ARTICLES OF AMENDMENT
Page 2
6. These articles will be effective upon filing, unless a delayed time and date is specified:
This the day of 2004
COURTNEY ` S- OF ---
Name of Corporation
Signature
CHRIS MAJE SKI, PRESIDENT
Type or Print Name and Title
NOTES:
i . Piling fee is $50. This document must be filed with the Secretary of State.
CORPOPATIONS DIVISION P. 0. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form B-02)

SOSID: 0254866
Date Filed: 5/17/2005 1:26:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CDA19 (42) Business Corporation w. nre 2005 080 03392
atsio3 North Carolinas Annual Report ttm
,
Name of corporow: C►7L PARTNERS, INC.
Stab of Incorporabon: NC Fiscal Yew Er% g: 12 31 04
Momh i DRY r Year
t;ecrawy of Sus Corp. ►f] Number. 0254866 Federel Emptaper ID Number: 5 6 -16 6 8 910
p thin In Ow WW annual %apart Moll. you meng complete the wOJm form. if your bushvies corporation's
lnkm alion hors not cha%%ped elncs go prevlan repoit6 cluck the box and complete Lku 7 only.
I. POOWW "A ro*Uhad office sbvet address: (oust be a North Carodna Addrassl
ttree CHRIS MAJEWSKI
IlveaiAaww: 2828 BR13NPIELD RD
ck. eaw zip cow RALEIGH NC 21606
coKtr WAKE
2. Ma" address M dlrommt torn street address:
-- - -+ owv A&*um -28-2 8 - BPUWF1SbD- R5—.. — — -
car. &a". zip case: RAZE IGH NC 27606
charged.
3. ff registered %pant sipnatrra of new spent: 'V�Z -
artWe (Owat o awaonaeM 10 19
eDpavrrmerM]
4. Enter prh*O oAloe address here and btephone number hare:
thew Awreee.- 2828 BRENF I ELD RD
C+rr.eata.avcaaepro : RALEIGH NC 27606 Trw 919-852-5660
S. &tarty dase*@ the nature of busAri ss: REAL ESTATE
B. Enter name. 00, and business address of VWw*al offers here:
CornpleM Form CD-479A to Hot aWbonal prbrdpel ollirars
Name: CHRIS MAJEWSKI TWo; PRESIDENT
Address: 2828 BRENFIELD RD
car. RALE I GH state: NC zip: 27606
Name: T"dfe:
Address:
CAy: State: ZIP:
Name: Tale:
Address:
CNy: State: ZIP:
7. CWtW4 dhM of annual rpaR {Yvd be ooegpi,%*01 +rd —pa -NOW.
84nm" (Fwm wwd be **MW ter am~ ar aoryoreaon)
CHRIS MAJEWSKI _
Ty. or PAt Near
Dot*
PRESIDENT
riaa

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE- Director
Division of Water Quality
June 30, 2006
CJL Partners, Inc.
Mr. Chris Majewski
2828 Brenfield Drive
Raleigh, NC 27606
Subject, Request for State Stormwater Management Permit Application
Sawgrass Point Multi -family Development
Stormwater Project No. SW8 060557
Pender County
Dear Mr. Majewski:
On May 30, 2006, the Wilmington Regional Office received a copy of an Erosion 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 2M.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 July 30, 2006. 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)-796-7215, or email me at [e-mail].
Sincerely,
ci'l:::v
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERISTORMSUB1060557.jun06
cc: Pender Building Inspections
Charles Riggs, PLS, Charles Riggs & Associates
Wilmington Regional Office File
Central Files
No thCarolina
;/ latimally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
InterneC Location- 512 N. Salisbury St. Raleigh, NC 27604 ' Fax [phone]

SG()g 6G6SS�
North Carolina
James D. Simons, PG, PE
Director and State Geologist
Al a
NCDENR
Department of Environment and
Division of Land Resource:
Land Quality Section
May 25, 2006
Natural Resources
LETTER OF RECEIPT OF EROSION CONTROL PLAN
CJL Partners, Inc.
Mr. Chris Majewski, President
2828 Brenfield Drive
Raleigh, INC 27606
RE: Project Name: Sawgrass Point Multi -family Development
Project ID: Pende-2006-425
County: Pender, Surf City, NC 210
River Basin: Cape Fear
Submitted By: Charles F.Riggs
Date Received by LQS: May 25, 2006
Plan Type: NEW
Dear Mr. Majewski:
MAY 3 0 ?006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The 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 the land -disturbing activity (G.S. 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.
We have performed a preliminary review of your submitted 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 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.
cc: Charles F. Riggs, PLS, Charles F
LQS-WiRO; SWS-WiRO
Sincerely,
Daniel Sams, PE, ME
Land Quality Section
Riggs & Associates, Inc.
Wilmington Regional Office 'h l
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT 8, NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: Sawgrass Point Multi -family- Development DATE: 5/2512006
PROJECT NO.: Pende2006425 COUNTY: Pender
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 office no later than_June 14, 2006. Failure to meet this schedule may result in disapproval of your plan. The
following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets; landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams, lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
underthe Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. ff the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shall be considered
separate land -disturbing activities and must be permitted either thru the
Sedimentation Pollution ControlAct as a one -use borrow site orthrough the
Mining Act.
Required Army Corps 404 permit and Water Quality 401 certification (e.g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations for Acreage of land
being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm out#ets
Name and classification of receiving water course
(only where slormwater discharges are to occur)
Comments: Please provide seeding specs and owner's information
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design calcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & rightcf-ways)
Design calcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design calcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design calcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
_X_ Area & acreage to be vegetatively stabilized
_X_ Method of soil preparation
_X_ Seed type & rates (temporary & permanent)
_X_ Fertilizer type and rates
_X_ Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 15 working days or 30 calendar
days (whichever is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
_X_ Completed, signed & notarized FR/O Form (Owner omitted)
Accurate application fee (S50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
_X_ Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOffice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erasion and sediment
control(including installation of critical measures prior to
the initiation of the land -disturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control