SW8060608_Historical File_20061130

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 30, 20M
Mir. Brian D. Dilsheimer, Manager
Dilsheimer Communities of North Carolina, LLC, Manager
DCNC North Carolina I, LLC
2528 Independence Blvd., # 104
Wilmington, NC 28412
Subject: Stormwater Permit No. SW8 060608 Modification
The Villages at Turtle Creels Phases I and II
High Density Subdivision Project
Pender County
Dear Mr. Disheimer:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for The Villages at Turtle Creek Phases I and II, on October 16, 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 060608 dated
November 30, 2006, for the construction of the subject project.
This permit shall be effective from the date -of issuance until November 30, 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].
Sincer ,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATERIPERMIT1060608.nov06
cc: William Simmons, Jr., P.E., Cavanaugh & Associates
Penner County Planning uepartment
Linda Lewis
Wilmington Regional Office
Central Files
ICaroJina
& Caro
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncn%,Wmualiiy.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060608 Modification
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
Brian D. Dilsheimer, Dilsheimer Communities of North Carolina, LLC &
DCNC North Carolina 1, LLC
The Villages at Turtle Creek Phases 1 and 11
NC 210 & Lodge Hall Rd, Surf City - Pender County
FOR THE
construction, operation and maintenance of 4 infiltration basins in compliance with the
provisions of 15A NCAC 2H A 000 (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 November 30, 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 &1.7 on pages 3 & 4 of this permit. The
subdivision is permitted for 73 lots; each allowed the maximum amount of built -
upon area specified in attachment A. The stormwater systems have been
designed to handle the following amounts of impervious area: 1A @13,151 ft2;
1 B @363,387 ft ; 1 @130,406 ft , 1 D c@_ 56,329 fY . Basins #1 B and #1 C must
be operated with a 50' vegetated filter.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built -upon area within each permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 9

State Stormwater Management Systems.
Permit No. SW8 060608 Modification
5. 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.
6. The following design elements have been permitted for the infiltration basin
stormwater facilities, and must be provided in the system at all times.
r ation
Infiltration
I tration
Infittra#ion
Unft
Basin
Basin
Basin
Basin
I -A
1-B
'I-C
1-D
Drainage Area
30,828
799,610
317,729
174,584
Onsite
ft2
30,828
799,610
317,729
174,584
Offsite
0
0
0
0
Total BUA
13,151
363,387
130,406
56,329
Lot BUA
0
172,292
73,156
11,073
Roads/Parking
ft2
11,122
155,625
41,861
8,884
Sidewalks
2,029
35,470
10,678
1,372
Other
0
0
4,711
35,000
Offsite
0
0
0
0
Basin Depth
Feet
0.7
5.5
2.25
2.5
Design Storm
Inches
4.5
1.5
1.5
4.5
SHWT
FMSL
19.0
19.0
10.0
23.0
Bottom Elevation
FMSL
21.0
21.0
12.0
25.0
Surface Area
Bottom
ft2
7,195
4,489
9,416
5,039
22,514
Storage Volume
fe
5,036
50,287
27,385
Storage/Bypass
Elevation
FMSL
31.7
26.5
14.25
27.5
Expected
Infiltration Rate
in/hr
2.5
3.96
2.5
2.5
Time to Draw
Down
Hours
4
31
8.5
22
Type of Soil
Onslow Sandy Loam
Receiving
Stream
Becky's Creek
Y
River Basin
Cape Fear
Stream Index
Number
18-87-8
Classification of
Water Body
"SA;HQW"
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property own er.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 060608 Modification
3. 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.
4. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. 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. The bioretention area may not be used as a sediment and erosion control
device once the planting soil has been placed.
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
8. The Director may determine that other revisions to the project should require a
modification to the permit.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and. prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
11. P ermanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 060608 Modification
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal:
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. 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.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060608, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is O square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
DApplicant shall rill in and record the maximum impervious areas listed on
attachment A to this permit.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. 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.
Page 5 of 9

State Stormwater Management Systems.
Permit No. SW8 060608 Modification
18. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by. the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) that have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this t 30th day of November 2006.
NO CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
z
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6of9

State Stormwater Management Systems
Permit No. SW8 060608 Modification
The Villages at Turtle Creek Phases 1 & 2
Stormwater Permit No. SW8 060608 Modification
Pender County
Designer's Certification
I, , as a duly registered
Page 1 of 2
in
the State of North Carolina, having been authorized to observe (period ically/weeklylfull
time) the construction of the project,
(Project)
for
(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 060608 Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system. .
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Pender County Planning Department
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060608 Modification
Attachment A
(max BUA = maximum built -upon area, in square feet)
Lot #
Max
BIJA.
Lot #
Max
BUA
Lot
#
Max
BUA
Lot #
Max:
BUA
Lot #
Max.
BUA
1
4,610
16
3,852
31
4,928.5
46
4,304
61
3,722
2
3,7,10
17
3,782
32
4,354
47
4,429.5
62
3,705.5
3
3,710
18
3,827
33
4,338.5
48
4,440
63
3,697
4
3,697
19
3,852
34
4,338.5
49
4,485
64
3,903
5
3,985.5
20
4,510.75
35
4,338.5
50
3,884.5
65
3,697
6
3,960.5
21
4,524.5
36
4,549.5
51
3,911
66
3,703.5
7
3,722
22
4,421
37
4,010
52
3,910.5
67
3,697
8
3,697
23
3,836.5
38
4,572
53
3,737
68
3,703.5
9
3,697
24
3,722
39
4,120
54
.3,736.5
69
3,697
10
3,693
25
3,722
40
4,066
55
3,920
70
3,703.5
11
4,018
26
3,722
41
4,094.5
56
4,262
71
3,697
12
4,168.5
27
4,449
42
3,839
57
4,999.5
72
4,917
13
3,725.5
28
4,322
43
4,441
58
4,494.5
73
4,490
14
3,837
29
4.322
44
4,436
59
.4,912
15 1
3,832
30-1
4,322
45
4,667
60
3,731
Page 9of9

OFFICE USE ONLY
Date Received
Fee Paid
Perrnii�t Number
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
DCNC North Carolina I, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
-J.B-. ` Fii�ritet[t�e�, V�®e�eside�t � i2Vj PD,/J/l ei�?7-e � a foes ee—
3. Mailing Address for person listed in item 2 above:
2528 Independence Blvd #104
City: Wilmington State: NC Zip: 28412
Telephone Number: ( 910 790 - 9880
4. Project Name (subdivision, facility, or establishment game - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Villages at Turtle Creek
5. Location of Project (street address):
NC 210 and Lodge Hall Road
City: Surf City
County: Pender
6. Directions to project (from nearest major intersection):
From the intersection of US 17 and NC 210, travel east on NC 210 two (2) miles. Turn
left after Lodge Hall Road.
7. Latitude: 34° 27' 0.45" N Longitude: 77° 32' 55.24" W
8. Contact person who can answer questions about the project:
Name: Tom Miner Telephone Number: 61a
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New
Form SWU-101 Version 3.99 Page 1 of 4
of project
f,17-9703
Renewal x Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density x High Densitv Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control x 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runnoff from the impervious and non impervious areas will sheet flow to a valley
curb for eventual discharge to three (3) proposed infiltration basins and one (1) bio-retention
area by way of swales, curb inlets, yard inlets and a piped stormwater conveyance system.
2. Stormwater runoff from this project drains to the Cape Fear
3. Total Project Area: 37.8 acres 4. Project Built Upon Area:
5. How many drainage areas does the project have? 4
River basin.
48.6% %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1 _ (1A)
Drainage Area 2 UB)
Receiving Stream Name
Becky's Creek
Becky's Creek
Receiving Stream Class
SA
SA
Drainage Area
30,828 Sq. Ft.
799,610 Sq. Ft.
Existing Impervious* Area
0 Sq. Ft.
o Sq. Ft.
Proposed Impervious*Area
13,151 Sq. Ft.
363,387 Sq. Ft.
% Impervious* Area (total)
4 2.7 %
45.496
Impervious* Surface Area
Drainage Area 1 UA)
Drainage Area 2 UB )
On -site Buildings
0 Sq. Ft.
172,292 Sq. Ft.
On -site Streets
11,122 Sq. Ft.
155,625 Sq. Ft.
On -site Parking
0 Sq. Ft.
0 Sq. Ft.
On -site Sidewalks
2,029 Sq. Ft.
35,470 Sq. Ft.
Other or, -site
0 Sq. Ft.
0 Sq. Ft.
Off -site.
0 Sq. Ft
0 Sq. Ft.
Total: 13,151 sq. Ft.
Total: 363,387 Sq. Ft.
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
.sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

Phase 1 Additional Drainage Areas
Basin Information.
Drainage Area 3 1 C
Drainage Area 4 1 D
Receiving Stream Name
Becky's Creek
Becky's Creek
Receiving Stream Class
SA
SA
Drainage Area
317,729 S . Ft.
174,584 S . Ft.
Existing Impervious Area
0 S . Ft.
0 S . Ft.
Proposed I pervious Area
130,406 S . Ft.
56,329 S .Ft.
% Impervious Area
39.6%
32.3%
Impervious Surface Area ,
Drainage Area 3 1 C
Drainage Area 4 1 D
On -site Buildings
73,156 S .Ft.
11,073 S .Ft.
On -site Streets
41,861 Sq. Ft.
8,884 Sq. Ft.
On -site Parking
0 Sq. Ft.
0 Sq. Ft.
On -site Sidewalks
10,678 S .Ft.
1,372 Sq. Ft.
Other on -site
Pump Station/Driveway 4,711
Sq. Ft.
Future Development
35,000 S .Ft.
Off -site
0 S . Ft.
0 S . Ft.
1 v%2I ;
130 4c* ff. .
5(9, 3Z0 s .-}:

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Computer Generated
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The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These is may not be
deleted without the consent of the State.
2. No more than square feet of any lot shall he covered ctures or impervious materials.
clud Impervious materials ine_= aft gravel, concrete, brick, s�@; s ate or similar material but do not include wood
decking or the water surface of swimming pools. _ =
3. Swales shall not be filled in, piped, 7oral ter . ce t as necessary to provide driveway crossings.
4. Built -upon area in excess of the @rrmtted amount uir a. tate stormwater management permit modification prior to
P -P req P
construction.
5. All permitted unofffrom outparcels or future development shall be directed into the permitted stormwater control
system. a connections to the stormwater control system shall be performed in=covenants
e integrity
an rformance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and proproject
shall include all theapplicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form e E Cr
• One copy of the applicable Supplement Form(s) for each BMP e L U
• Permit application processing fee of $420 (payable to NCDENR) E G &
• Detailed narrative description of stormwater treatment/management EC Cr
• Two copies of plans and specifications, including: EL G
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): G,�.v►��gk�H A*+e Asgoc.g� r� E
Mailing Address: i3G t4-%m a Fao�T StP�rcEC �`��ZE apZL
City: %, o ►► State: -1 Zip:_ 1% 4- oL
Phone: ( 910 ) 3 9 a - 4 4 r a Fax: ( t i'O ) Z 9 a& - Arc- �, a
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) J VD ; l sS (032 r
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenant�r 11 be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. ////
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: k la

I
Permit No. Q 'R 670
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina 2, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No.
Phase 1 - A
(as identified on plans)
in Drainage Area 1 (1A)
/from Form SWU--1011
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Sandy Loam
0_52 in/hr in/hr or cf/hr/sf (circle appropriate units)
29 fmSl (Seasonal High Water Table elevation)
4.5
Inch (1. S inch event for SA waters, 1 inch event for others)
5,016
c.f.
0.7 days
Varies ft.X
5,942
c.f.
31.00 fmsl
31.70 finSl
32.25 fmsl
Varies 7,195
ft. = sq. ft. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
*rr a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
i1'r b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
f� d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ZT e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
/ maintenance and has recorded access easements to the nearest public right-of-way.
N A g. Drainage area for the device is less than 5 acres.
�zT h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
10- i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). resign volume and infiltration calculations attached.
Pf j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
;'r k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
tif in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
t.rr n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
&T o. Flow distribution mechanism within the basin is provided.
i-1- p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
_ _ q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
4: T r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
fly s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads . of feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party. ^� n
-pe-siG Cartit�nc�T, (•(-C-, U��Skc�n.ad CvMw.un���e5 61' �orr}�t uIs*% �LLc..,
Print Name and Title: % , i�anrw�. ,: t3rcah� �1ske� }1�ia► ,cr
Address: 2528 Independence Blvd #104 , Wilmington, NC 28412
Phone:
Date: JL>ne. I. Zoo`
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
� � resident oft`he/subdivision �haas been named the president.
I, 1 YI4V #45 )`l� Qn 7 , a Notary Publ'c for the State of A--AIAI-f VZVA1V;1 County of
Owr"of do hereby certify that RAtA ;% 5"HOPOIM- personally appeared before me this
day of ONV4 , and acimow ge the due execu forgoing infiltration basin maintenance requirements.
'Witness my hand and official seal, i
SEAL My INM.,OF PENNSYLY
Note W Seal
Thomas M. MoCL ft, Notary Pd*
LawmerbnTwP•, McKim. OMW
* G or 7*sion Expires Sept 1, 2005
Form SWL-103 Rev 3.99 Page ofng�vanie A$nnrls�lioa Of Notaries

Permit No. -56U ,?0&0Cr10 6 bG '
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina I, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No.
Phase 1 - B
(as identified on plans)
in Drainage Area 2 (1B)
(from Form SWU--101)
IL DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Sandy Loam
3.96 in/hr in/br or cf/hr/sf (circle appropriate units)
19 fmSl (Seasonal High Water Table elevation)
3.0
45,879
0.3
Varies
50,287
21.00
26.50
27.5
inch (1.5 inch event for S4 waters, 1 inch event for others)
c.f.
days
X Varies 4,489
c.f
finsl
finsl
finsl
. $. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health 'and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
ET c. Bottom of system is at least 2 feet above the seasonal hig
h gh water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not sited on or in fill material or DWQ approval has been obtained.
ET f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
NA g. Drainage area for the device is less than 5 acres.
ET h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
ET i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
ET areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any of site drainage. Calculations attached.
ET k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
ET 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
ET sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
ET dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
ET length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
ET
BE p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
ET pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or Irresponsible party. � p 1 t
Print Name and Title: J , lJ 011 5L i mol�v5►'� en �L7,] ��,� 4z) '� q h-. .rv� Q�o4
Note: The legXy responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
�residefit of the subdivision has been named the president.
I, 1 A004 fS �c��oJ�n� , a Notary Public for the State of PM.541myjikCounty of pp-�
do hereby certify that a CLS �{ (�12 personally appeared before me this O
day of A' (M 470W(, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My commission expires,:"
COMMONWEALTH OF PENNSrLVANIA
NtOWW Seal
Form SWU-103 Rev 3.99 Page 3 of 3 Th MTc �Y��ft
MyComrWM Evft Sept 1, 2006
Member, PnnnsAvania Assorlation Of Notaries

Rug.22. 2006 9:00 Cavanaugh
k 1086 P. 13
Permit No. S(N 0'0 &0C6Crj9
Ito !ie provic' by.AW�J
Stare of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STOR,MWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This farm may be photocopied for use as an ori&al
DWO 5tormwater Mana&e ent Plan Review:
A complete stormwater management plan submittal includes a siormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stonnwater conveyances and system details.
L PROJECT INFORMATION
Project Name : The villages at Turtle Creek
Contact Person: DMC North Carolina I, LLc PhoneN"unaber: ( 910 ) 790- 9880
This worksheet applies to. Basin No. 81,4ee 1 - C in Drainage Area 3 (1c )
(as tde w4ud on plows) (tram Foam S'wu101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report mast be
Lased upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea. level (finsl).
Soils Report Summary
Soil Type Onslow Sandy Loam
iniylt[etion Rate 2.99 in/hr irllhr or cfThr/sf (circle appropriate Ynirs)
SHWT Elevation 10 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1,5 inch (1. S inch event for SA waiters, Y inch event far others)
Design Volume 16,127 01
Drawdowa Time 0.4 days
Basin Dimensions
Basin Size
Basin Volume Provided
Basin El-evations
Bottom Elevation
Storage Elevation
Top Elevation
Varies Varies 9415
ft. � ft. = sq. ft. (hnrroer &rensions)
27, 279 G.f.
12.00 fnnsl
14.25 fmsl
15.25 fmsl
Dorm S'U O-103 RcV 3.99 Page 1 of 3

Rug• 22. 2006 9:C9AM Cavanaugh Vo. 108b P. 14
M. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Pest Management practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the spy provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the 5tormwater Management Permit
Appheation Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b System is located at least 100 feet from water supply wells.
ET C. Bottom of system is at least 2 feet above the seasonal high water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not sited on or in fill material or DWQ approval has been obtained.
ST f System is located in a recorded drainage easement for the purposes of operation and
NA maintenance and has recorded access easements to the nearest public right-of-way.
-- g. Drainage area for the device is less than 5 acres.
ET
h. Soils have a minimum hydraulic conductivity of 0.52 inches per Dour and soils report is
attached.
RT i, System c
ys aptures and iefltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiffi- ,on calculations attached.
E^_
j. System is sized to take into account the runoff at the ultimate built -out potential frann all
surfaces draining to the system, including any off site drainage. Calculations. attached.
ET k. All side slopes stabilized with vegetated cover are no steeper than 3:1(H:'V).
ET
L A pretreatmeat device such as it catch basin, greasc trap, filter strip, grassed swale or
ET sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
ET dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required Minimum
ET length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
ET
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET q. Runoff in excess of the design, volume bypasses off-line systems (bypass detail provided).
ET r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all.
pertinent draw -down calculations are attached.
ET s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-143 Rev 3.99 Page 2 of 3

r;ug.22. 2006 9:C9HM Cavanaugh No.1086 P. 15
W. WrLTRATION BAM OPERATION AND MAINTENANCE AGREEMENT
1. After every runoffproducing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. Amer every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perforna as designed. Removed
sediment shall'be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (Le, stockpiling near a stomwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 1.7 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by N'CAC 2H .1000 must be designed, approved and constricted.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedores listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: jA* D, ; mop'.
2528 Indep&uidenee Blvd
880
fNote: The kgafi responsible party should not be a homeoivners association unless more than 50% of the lots have been sold and a
reside,,�a((//of the subdivision has been named the president
I, i yc-.)Pc (P , a Notary public for the State of County of
do hereby certify that -00
personally appeared before me dtis
day o 11204 , and acknowledge the due exeetrtion of the forgoing infiltration basin maintenance requuexnents.
Witness my acid official seal, i�1�,. �/'-
NOTARIAL SEAL
SPLIT, ;wNET M. VALECCE, Notary Public My commission expires
City, of Philadelphia, Phila. County
Lly Commission Expires October 10, 2006
Form SWU-103 Rev 3.99 page 3 of 3

Aug.22. 2006 9:0AM Cavanaugh
k 1086 P. 16
Permit No. SC,e�L 0&0�z?
(to be provided bybt�Q�
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STO MWATER MANAGEMENT PERNliT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This farm may be photocopied for use as an aVnal
DWO 5tormwater Management plan Review:
A complete stormwater management plan submittal includes a stormwater management pernnait application, an
infi tration basin supplement for each system, design. calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: ThE V' la sis at Turtle Creek
CottactPMOn: DCNC North Carolina 1, LLc phone Number: (.910 ) 790- 9880
This worlrsheet applies to: Basin No. Phase 1 - D in Drainage Area 5 (1D)
(as kknafJed im ptaw) &*m Form SWU--181)
II. DESIGN rN ORMATION - Attach supporting calculations/doc entatio". T1W soils report must be
based upon an actaal field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Onslow Mandy Loam
Infiltration. Rate 2.55 inlhr, iahr ot
cf/hr/sf (circle appropriate units)
SH1WT Elevation 23 fntSl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Stogy 4.5 inch (I.5 inch event f SA waters, l inch event for others)
Design Volme 22,285 01
Drawdown Time a - 5
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Varies %
22,355 c.f
25.00 fn1S1
27.50 ftsl
28.50 ftsi
Varies 5,039
ft. _ __ sq. ft. (bottom dimPr�siony)
Farm SWU-1 03 Rev 3.99 Page 1 of 3

Aug.22. 2006 9:C9AM Cavanaugh k 1086 P. 17
III. REQUIRED ITEMS CMCKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environn t Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Ynitials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
ET c. Bottom of system is at least 2 feet above the seasonal high water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
1U e. System is not sited on or in fill material or DWQ approval has been obtained.
ET f System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right of -way.
NA g. Drainage area for the device is less than 5 acres.
ET
ET
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
ET j • System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
ET
k. All side slopes stabilized with vegetated cover are no steeper than 3:1(HY),
ET 1. A paeLreabo:ient device such as a catch basin, grease trap, filter strip, grassed gwale or
ET sediment trap is provided.
m. Bottom of the device is covered with a layer of cleansand to an average depth of 4 inches or
ET dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
Er length is 50 feet for SA graters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
ET
p. A benchmark is provided to determine the sediment acc=ulatioa in the pretreatment device.
AT q. Runoff in excess of the design volume bypasses off-line systems ('bypass detail provided).
sT r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
ET
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

Aug.22. 2006 4.CGIAM Cavanaugh k 1G$6 P. 18
rV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I- After every ranofl'producing raulnfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, reseed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of sic inches, and remove trash as needed.
3. After every nmoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (Le, stockpiling neat a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken.. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
Wizen the design depth reads 1.87 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specificado s. If the system ca=ot be repaired to perform, its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree bar my signature below that 1 am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:_J,u�
Address: 252B Independence Blvd #104
Date -
Note: The leplly responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resk#nt of the sub&vwon has been mined the prerrdent.
r, ­4 OUR a 140tary Public for the State of `, County of �)
do hexe6y certify that �i .{"�,�.inA/ personally appeased before me this a"
day 0*�
2M , and acknowledge the due execution of the forgaing iufilntadoa bum mai wmnee regWrements_
Witness my head and off sea[, & e - e�
SEAL i , W RIAL SEAL
JANET M. VALECCE, Notary Public My comnrissian Ph'e& %D �Od �
Gity Of Philadelphia, Phila. County
�y Commissian Expires October 10, 2006
Farm s'G u-[ 03 Rev s_99 past 3 of 3

i4D 77
In ,accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I, J•& iD' IShe; , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the fight -of -way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but doss not include raised, open wood decking, or the water
surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #B above with the
following:
The maximum built -upon area per lot, in square feet, is as listed below:
Please see attached table
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front /of line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water'
surface of swimming pools.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain and the street, or grading perimeter swales to collect the lot runoff
and directing them dry
t component of the stormwater collection system. Lots that will naturally
drain into the syste not required to provide these additional measure .
Signature:_
I,
State of
do hereby certify that
Date: 91A
lecl,"N tary Public in the
k
County of
Ily appeared
before me this the o� day of —V , 20 OC , and acknowledge
the due a cution of the foregoing ins rument. Witness my hand and official seal,
SEAL.
My Commission expire —Note`ialseal
Lower Medon Twp., MmWnery County
My Ca'rxniWm E*hs sepP.1, =
Member, Pennsvlvanis Assodatlon of Nctad

PHASE 1
Table 5.1 MAXIMUM IMPERVIOUS SURFACE AREAS
FOR RESIDENTIAL LOTS
LOT
NUMBER
MAXIMUM IMPERVIOUS
SURFACE AREA
(SQ. FT.)
LOT
NUMBER
MAXIMUM IMPERVIOUS
SURFACE AREA
(SQ. FT.)
1
4610
24
3722
2
3710
25
3722
3
3710
26
3722
4
3697
27
4449
5
3985.5
28
4322
6
3960.5
29
4322
7
3722
30
4322
8
3697
31
4928.5
9
3697
32
4354
10
3893
33
4338.5
11
4018
34
4338.5
12
4168.5
35
4338.6
13
3726.5
36
4549.5
14
3837
37
4010
15
3832
38
4572
16
3852
39
4120
17
3782
40
4066
18
3827
41
4094.5
19
3852
42
3839
20
4510.75
43
4441
21
4524.5
44
44436
22
4421
45
4667
23
3836.5
NOTE: AVG SQ. FT. PER LOT IS 4,098.5 SQ. FT.
(184,342.8 SQ. FT. / 45 LOTS = 4008.5 SQ. FT.)

PHASE 2
Table 5.5 MAXIMUM IMPERVIOUS SURFACE AREAS
FOR RESIDENTIAL LOTS
LOT
NUMBER
MAXIMUM IMPERVIOUS
SURFACE AREA
(SQ. FT.)
LOT
NUMBER
MAXIMUM IMPERVIOUS
SURFACE AREA
(SQ. FT.)
46
4304
60
3731
47
4429.5
61
3722
48
4440
62
3705.5
49
4485
63
3697
50
3884.5
64
3903
51
3911
65
3697
52
3910.5
66
3703.5
53
3737
67
3697
54
3736.5
68
3703.5
55
3920
69
3697
56
4262
70
3703.5
57
4999.5
71
3697
58
4494.5
72
4917
59
4912
73
4490
NOTE: AVG SO. FT, PER LOT IS 4,053.2 SQ. FT.
(113,490 SQ. FT. / 28 LOTS = 4053.2 SO. FT.)

DESCRIP77ON DATE
REVISIONS PER CLIENT 1211106
THE VILLAGES AT TURTLE CREEK
TOWN OF SURF CITY
PFNDER COUNTY, NORTH CAROLINA,�_____�
PHASE 1 & 2
OVERALL STORMWATER PLAN
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—

October 12, 2006
Ms. Linda Lewis
North Carolina Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Request for Additional Information
Stormwater Project No. SW8 060608 Mod.
The Villages at Turtle Creek
Pender County
Dear Linda:
CAVANAU13H
Solutions through integrity and partnership
FRECEEIVEDI
8 1006
Cavanaugh & Associates, P.A. received a RFI from the DENR-DWQ Wilmington
Regional Office pertaining to "The Villages at Turtle Creek" and dated October
11, 2006. On behalf of the applicant, DCNC North Carolina I, LLC, Cavanaugh &
Associates, P.A. has reviewed the RFI and addressed each item below. DWQ's
comments are repeated in bold, and the responses and corrections are
italicized.
1. The individual built -upon areas reported for the revised Basin 1 B do
not add up to 363,387 W. Please check the numbers and revise as
needed.
The 'Stormwater Management Application Form' was revised by changing
the previously incorrect sidewalk area from 155,625 fie to the correct
sidewalk area of 35,470 fie. Attached is page 2 of the permit application
with this change inserted.
2. The revised calculation sheet for Basin 1 B indicates that the bottom
area of the basin is 4,489 ft2, whereas the Pond Report previously
submitted indicates that the bottom area is 4,405 W. If 4,489 ft2 is -
correct, please submit a revised Pond Report for Basin 1B with the
new areas and volumes. If 4,405 ft2 is correct, please submit a
revised calculation sheet for Basin 1 B.
Attached is a revised Pond Report for Basin 1 B. This pond report includes
runoff from drainage areas 1 B and 2 from Phases 1 and 2, respectively.
The report has also been updated with the new pond areas and volumes.

Ms. Linda Lewis
Stormwater Project No. SW8 060608 Mod.
The Villages at Turtle Creek
October 12, 2006
Page 2 of 2
To help facilitate your review of the enclosed documentation, the following is an
itemized breakdown.
1. One (1) copy of page 2 of the revised 'Stormwater Management
Application Form'.
2. One (1) copy of the revised `Pond Report' for Basin 1 B.
Please do not hesitate to contact our office should you have any questions,
comments, or require any additional information.
Thank you,
md'a'JU RON# ON
►—
Everett C. Gupton, E.I.
Cavanaugh & Associates, P.A.
130 Front Street, Suite 202
Wilmington, NC 28401
910.392.4462 ext. 233
910.392.4612 (fax)

SW8 060608 The Villages at Turtle Creek
Subject: SW8 060608 The Villages at Turtle Creek
From: Linda Lewis <[e-mail]>
Date: Wed, 11 Oct 2006 12:50:15 -0400
To: Everett Gupton<[e-mail]>
CC: Rob Walker <[e-mail]>
Everett & Rob:
Attached please find my second round of (minor) review comments for this project.
Linda
Content -Type: application/msword
060608mod.oct06.docl
Content -Encoding: base64
1 of 1 10/11/2006 1:24 PM

O�0 W A TFRQG
6 pro r
October 11, 2006
J.B. Dilsheimer, Vice President
DCNC North Carolina I, LLC
2528 Independence Boulevard #104
Wilmington, NC 28412
Subject: Request for Additional Information
Stormwater Project No. SW8 060608 Mod.
The Villages @Turtle Creek
Pender County
Dear Mr. Dilsheimer:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received the previously requested additional information regarding the
pending modification to the Stormwater Management Permit for The Villages @Turtle Creek on
September 11, 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:
The individual built -upon areas reported for the revised Basin 1 B do not add up to
363,387 ft2. Please check the numbers and revise as needed.
2. The revised calculation sheet for Basin 1 B indicates that the bottom area of the basin is
4,489 ft2, whereas the Pond Report previously submitted indicates that the bottom area
is 4,405 ft2. If 4,489 ft2 is correct, please submit a revised Pond Report for Basin 1 B with
the new areas and volumes. If 4,405 ft2 is correct, please submit a revised calculation
sheet for Basin 1 B.
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 October 25, 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].
Sincerely,
Z
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATER\ADDINFO\2006\060608mod.oct06
cc: Rob Walker, Cavanaugh & Associates one
Linda Lewis N hCarolina
a�ura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterauality,.cir:, Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

September 11, 2006
Ms. Linda Lewis
North Carolina Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Request for Additional Information
Stormwater Project No. SW8 060608 Mod.
The Villages at Turtle Creek
Pender County
Dear Linda Lewis:
G�
CAVANAU G H
Solutions through integrity and partnership
-,[F
Cavanaugh & Associates, P.A. received a RFI from the DENR-DWQ Wilmington
Regional Office pertaining to "The Villages at Turtle Creek" and dated August 30,
2006. On behalf of the applicant, DCNC North Carolina I, LLC, Cavanaugh &
Associates, P.A. has reviewed the RFI and addressed each item below. DWQ's
comments are repeated in bold, and the responses and corrections are
italicized.
1. Please combine Phase I and Phase II onto one application. It is a lot
less confusing and much easier to permit if the proposed condition is
reported on one application. Please complete one column on the
application for the final condition of each infiltration basin and the
bio-retention basin.
A revised Stormwater Management Permit Application form has been
included combining all drainage areas in Phase I and 11 into one
application. A revised infiltration basin supplement has also been
included for Basin 1 B combining all drainage areas from Phase l and 11
draining to Basin 1 B.
/ 2. You are currently listed as a "Member" of DCNC North Carolina I,
LLC, which is a "Manager -managed" LLC, therefore, only the
designated current manager, Brian Dilsheimer, can sign the
application and supplement forms. Your signature can be accepted
only if accompanied by a letter of authorization from Brian Dilsheimer
or the current manager. Please either have Brian Dilsheimer or the
current manager sign the application and supplement forms, or have
the manager sign a letter authorizing you to sign on his/her behalf.
A "Letter of Authorization" has been provided by Brian Dilsheimer,
Manager of DCNC North Carolina 1, LLC, granting authority to J.B.

Ms. Linda Lewis
Stormwater Project No. SW8 060608 Mod.
The Villages at Turtle Creek
September 11, 2006
Page 2 of 3
Dilsheimer to sign any and all applications submitted to DOOR pertaining
to "The Villages at Turtle Creek."
Z3. Please provide a revised drainage area map that shows the entire
drainage area for Basin IB, including those portions of the drainage
area within Phase I and Phase II, together on the same piece of
paper.
A revised drainage area map has been included to show all drainage
areas in Phase 1 and 11 and their drainage basins.
f 4. Please provide 2 copies of the cover sheet, and revised sheets 5.6
and 5.8 (bypass structure details). These sheets were not included in
the August 24, 2006, submittal.
Two (2) copies of the requested sheets have been included in the
response. The detail sheets formerly numbered as C.5.6, C.5.7, C.5.8,
C.5.9, and C.5.10 are now numbered C.7.7, C. 7.8, C. 7.9, C.7.10, and
C.7.11.
t%5. Why does the street BUA, accounted for in Basin. IB at 80,822 ft 2,
decrease to 74,803ft 2 in Phase II? It would appear that this area
would either remain the same or Increase when you add Phase II. If
it does decrease, please provide another drainage area delineation to
document which street area is being lost and which basin is now
picking it up.
The BUA listed in the previous submittal packages contained the areas in
Phase 1. (80,822 W) and Phase 11(74,803 f12) on separate calculations
sheets. A revised Drainage Area Design Sheet has been provided in this
response that includes all impervious areas draining to Basin 1B.
/ 6. The volumes from the different phases are not additive. Please
provide revised, sealed design calculations for Basin IB that account
for the entire drainage area and built -upon area from both phases. It
is not appropriate to calculate the volume for Phase II and add it the
previously calcuiated volume for Phase i.
A revised Drainage Area Design Sheet as been provided with this
response specifying the total runoff volume to Basin 1B from drainage area
1 B and drainage area 2.

Ms. Linda Lewis
Stormwater Project No. SW8 060608 Mod.
The Villages at Turtle Creek
September 11, 2006
Page 3 of 3
7. Please advise as to whether it is your intent that the Division use the
previously submitted and permitted bioretention/infiltration
supplement submitted for Basin IA.
Please use the previously submitted and permitted bioretention
supplement for Basin 1A.
Please provide a new signed & revised deed restriction statement,
with a lot listing which incorporates the lot BUA changes. The
previously permitted lot BUA listing only goes through Lot 45.
A revised deed restriction statement was submitted to DENR and an email
indicating receipt of the revised statement was received by Rob Walker at
Cavanaugh & Associates, P.A. on August 30, 2006. A copy has been
enclosed for your convenience.
Thank you,
Everett C. Gupton, E.I.
Cavanaugh & Associates, P.A.
130 Front Street, Suite 202
Wilmington, NC 28401
910.392.4462 ext. 233
910.392.4612 (fax)

DCNC NORTH CAROLINA I
SEP 1 I in September 7, 2006
VIA FACSIMILE TO: [phone] and REGULAR MAIL
Linda Lewis
Environmental Engineer
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Your Request for Additional Information
Stormwater Project No. SW8 060608 Mod.
The Villages at Turtle Creek
Pender County
Dear Ms. Lewis:
RECEIVED
SEP 1 1 2006
PROd # �" *y -50G90(a0 I /YQP
Thank you for your letter dated August 30, 2006 directed to J.B. Dilsheimer. In
response to item No. 2 of that letter, I am writing to advise that I am the Manager of
Dilsheimer Communities of North Carolina, LLC, which is the Manager of DCNC North
Carolina I, LLC, which is the entity that owns and is developing and building the
Villages at Turtle Creek subdivision in Pender County. I am writing in that capacity to
confirm that J.B. Dilsheimer, as the Vice -President and General Counsel and as a
Member of Dilsheimer Communities of North Carolina, LLC and DCNC North Carolina
I, LLC, has the authority to sign any and all applications submitted to your office,
including, but not limited to, the recently submitted modified Stormwater Management
Permit Applications for the Villages at Turtle Creek.
As to items 1, 3, 4, 5, 6, 7, and 8 in your August 30a' letter, our engineers at
Cavanaugh & Associates will be addressing those directly with your office.
Thank you for your attention to this matter and for taking the time to alert us to
the issues with our most recent submissions. Please contact J.B. Dilsheimer or Gus
Simmons at Cavanaugh & Associates directly with any further questions or concerns.
V truly urs,
BRIAN DILSHEIMER
Cc: Gus Simmons
J.B. Dilsheimer
DCNC North Carolina L LLC
2528 Independence Blvd., Suite 104 • Wilmington, North Carolina 28412
[phone] 9 Fax [phone] • www.Dilsheimer.com

09/07/2006 14:24 FAX
Y
DILSHEIMER
C O V E R FAX
S H E E T'
To: Linda Lewis
Fax 0: 910 350-2004
Date: September 7, 2006
Pages: 2, including cover sheet
COIvMMN'TS:
(a 001
from the cloak of...
Bela:. Dtlshelmer
DCNC North •Carafina 1, LL.0
28281ndependence Blvd., Suite 104
Wilmington, NC 28412
[phone]
Fax: [phone]

SW8 060608 Mod.
Subject: SW8 060608 Mod.
From: Linda Lewis <[e-mail]>
Date: Wed, 30 Aug 2006 16:58:26 -0400
To: Rob Walker <[e-mail]>
Rob:
You can strike comment #8 from the letter I sent you a few minutes ago. The revised
deed restriction document was just handed to me.
Linda
1 of 1 8/30/2006 4:58 PM

SWR 060608 Mod. The Villages @Turtle Creek
Subject: SW8 060608 Mod. The Villages @Turtle Creek
From: Linda Lewis <[e-mail]>
Date: Wed, 30 Aug 2006 16:37:22 -0400
To: Rob Walker <[e-mail]>
Rob:
Attached please find my Express review comments.
Linda
060608mod.aug06.doc Content -Type: application/msword
Content -Encoding: base64
1 of 1 8/30/2006 4:54 PM

"ki W A T_
>_ .l
D 'C
August 30, 2006
J.B. Dilsheimer, Vice President
DCNC North Carolina I, LLC
2528 Independence Boulevard #104
Wilmington, NC 28412
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 060608 Mod.
The Villages @Turtle Creek
Pender County
Dear Mr. Dilsheimer:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for The Villages @Turtle Creek on August 24, 2006, with a scheduled Express
Review date of August 24, 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 combine Phase 1 and Phase 11 onto one application. it is a lot less
confusing and much easier to permit if the proposed condition is reported on one
application. Please complete one column on the application for the final condition
of each infiltration basin and the bio-retention basin.
2. You are currently listed as a "Member" of DCNC North Carolina I,.LLC, which is a
"Manager -managed" LLC, therefore, only the designated current manager, Brian
Dilsheimer, can sign the application and supplement forms. Your signature can
be accepted only if accompanied by a letter of authorization from Brian
Dilsheimer or the current manager. Please either have Brian Dilsheimer or the
current manager sign the application and supplement forms, or have the
manager sign a letter authorizing you to sign on his/her behalf.
3. Please provide a revised drainage area map that shows the entire drainage area
for Basin 1 B, including those portions of the drainage area within Phase I and
Phase II, together on the same piece of paper.
4. Please provide 2 copies of the cover sheet, and revised sheets 5.6 and 5.8
(bypass structure details). These sheets were not included in the August 24,
2006, submittal.
5. Why does the street BUA, accounted for in Basin 1 B at 80,822 ft2, decrease to
74,803 ft in Phase 11? It would appear that this area would either remain the
same or increase when you add Phase 11. If it does decrease, please provide
another drainage area delineation to document which street area is being lost
and which basin is now picking it up.
6. The volumes from the different phases are not additive. Please provide revised,
sealed design calculations for Basin 1 B that account for the entire drainage area
and built -upon area from both phases. It is not appropriate to calculate the
volume for Phase II and add it the previously calculated volume for Phase I. N°oehcarolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newaterauality.org Fax [phone]
An Equal OpportunitylAtfirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr. Dilsheimer
August 30, 2006
Stormwater Application No. SW8 060608 Mod.
7. Please advise as to whether it is your intent that the Division use the
previously submitted and permitted bioretention/infiltration supplement
submitted for Basin 1A.
8. Please provide a new, signed & revised deed restriction statement, with a
lot listing which incorporates the lot BUA changes. The previously
permitted lot BUA listing only goes through Lot 45.
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 September
12, 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:IWQSISTORMWATERIADDINFO120061060608mod.aug06
cc: Rob Walker, Cavanaugh & Associates
Linda Lewis
Page 2 of 2

CAVANAUGH
Solutions through integrity and partnership
August 23, 2006 T�
Mr. Paul Bartlett
Environmental Engineer
North Carolina Department of Environmental and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: The Villages at Turtle Creek - SW8 060608
Dear Mr. Bartlett:
Cavanaugh & Associates, P.A. (CA), on behalf of DCNC North Carolina I, LLC, hereby submits
the following application to the NCDENR Division of Water Quality for express review of the
modification of Stormwater Permit SW8 060608. This permit was issued for the subject
development identified as `The Villages at Turtle Creek,' which is located in the Town of Surf
City, Pender County, North Carolina. The original stormwater permit (SW8 060608) consisted
of Phase 1 of the development. CA is applying for the modification of the permit to include
Phase 2. Phase 2 is directly adjacent to Phase 1 and utilizes some of the same engineered
stormwater controls as Phase 1.
Due to unsuitable soil conditions and high seasonal high water table (SHWT) elevations found
in Phase 2, it was determined that infiltration -type BMPs were not appropriate in this area. It
was determined that the best alternative would be to convey the stormwater in Phase 2 to an
appropriately -sized device in Phase 1, if such could be achieved by a gravity conveyance
system.
Infiltration Basin 1 B in Phase 1 is sized to accommodate all stormwater runoff generated from
Phase 2. Due to the low elevation at Basin 1 B relative to Phase 2, the stormwater from Phase 2
is easily conveyed through the stormwater conveyance system consisting of curb inlets, yard
inlets, and HDPE pipe.
To facilitate your review of the enclosed documentation, the following is a list of the items
constituting the application:
1. One (1) original copy of the executed "Stormwater Management Permit Application Form."
2. One (1) copy of the executed "Infiltration Basin Supplement" for Phase 1 Basin B.
3. One (1) original copy of the executed High Density Residential Subdivision Deed
Restriction Covenant with supplemental attachment.
4. Two (2) copies of the "Stormwater Management Plans" including:
a. Sheet C.5.1. Phase 1 Overall Site Plan
b. Sheet C.5.2. Phase 1 Stormwater Plan Drainage Area 1 B
c. Sheet C.5.5. Phase 2 Stormwater Plan
d. Sheet C.7.8. Phase 1 Stormwater Infiltration Basin Details
5. Two (2) copies of the "Phase 2 Stormwater Management High Density Express Permit
Application Supplemental Report."

Thb Villages of Turtle Creek
041.05.043
07/18/06
Page 2 of 2
Please do not hesitate to contact our office should you have any questions, comments, or
require any additional information.
Regards,
CAVANAUGH 4 ASSOCIATES, P.A.
Robert Walker, E.I.

CAVANAU G H
Solutions through integrity and partnership
August 23, 2006
Mr. Paul Bartlett RECEIVP.Y%
Environmental Engineer North Carolina Department of Environmental and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension AUG 2 4 2006
Wilmington, North Carolina 28405 DwQ
Re: The Villages at Turtle Creek - SW8 060608 PROJ #�—
Dear Mr. Bartlett:
Cavanaugh & Associates, P.A. (CA), on behalf of DCNC North Carolina I, LLC, hereby submits
the following application to the NCDENR Division of Water Quality for express review of the
modification of Stormwater Permit SW8 060608. This permit was issued for the subject
development identified as `The Villages at Turtle Creek,' which is located in the Town of Surf
City, Pender County, North Carolina. The original stormwater permit (SW8 060608) consisted
of Phase 1 of the development. CA is applying for the modification of the permit to include
several revisions and technical clarifications to Phase 1.
There are three items to address associated with this modification. These include the
elimination of Infiltration Basin 1 D, the modification of lot Built Upon Area (BUA) for all lots, and
a technical clarification regarding the original drainage area calculations. These items are
described below in more detail.
Modification #1
Phase 1 initially consisted of five (5) stormwater treatment areas. These included Bioretention
Area 1A and Infiltration Basins 1 B, 1 C, 1 D, and 1 E. Upon further review by our design team,
Infiltration Basin 1 D has been eliminated. By some modifications to the grading plan and
stormwater conveyance system, all stormwater runoff has been redirected from Infiltration
Basin 1 D to Infiltration Basin 1 C. Basin 1 C was originally designed to treat the first 3.0" of
rainfall, two times the NCDENR requirement. Therefore, this basin did not employ the required
50' vegetated filter. By the addition of a 50' vegetated filter on the by-pass line at Basin 1 C, the
volume of stormwater runoff from Basin 1 D was easily accepted. The total volume of the 1.5"
rainfall from the combined drainage areas 1 C and 1 D is 16,127 cu.ft. The total volumetric
capacity of Infiltration Basin IC is 27,279 cu.ft. Thus, Infiltration Basin 1 C is more than
adequately sized to handle the additional flow from drainage area 1 D. Please note that
pursuant to the elimination of Infiltration Basin 1 D, Infiltration Basin 1 E was renamed to
Infiltration Basin 1 D.
The above modifications are reflected within the following enclosed documents:
1. "Phase 1 Modification Stormwater Management High Density Express Permit
Application Supplemental Report."
2. "Stormwater Management Plans" on sheets C.5.1, C.5.3, C.5.4, and C.7.8.

Thb Villages of Turtle Creek
041.05.043
3. Revised 'Stormwater Management Permit Application Form.'
4. Revised 'Infiltration Basin Supplement' for Phase 1 Basin 1 C.
5. Revised 'Infiltration Basin Supplement' for newly named Phase 1 Basin 1 D.
Modification #2
08/23/06
Page 2 of 3
With the original submission of Phase 1, the allowable amount of impervious area for each lot
(Lot BUA) was based on the impervious area within the actual lot itself, and did not include any
area between the right of way and the edge of pavement. Upon receipt of the Phase 1 permit
and pursuant discussions with DWQ staff, it is now understood that the allotted impervious area
for any given lot is meant to include any impervious area within the right of way and edge of
pavement.
The BUA for each lot has been revised accordingly. The portions of the driveway and sidewalk
between the right of way and the edge of pavement have been added to each lot, and result in
a revised "allowable impervious area" for each lot.
The above modifications are reflected within the following enclosed documents:
1. Lot BUA Design Sheet
2. "Stormwater Management Plans" on sheet C.5.1
3. Revised "Stormwater Management Permit Application Form."
Modification #3
As a result of the above exercise, Modification #2. it became necessary to modifv the drainage
calculations for the original Phase 1 submittal. While it was originally understood that the
driveways would be 25 ft. in length from the edge of pavement to the residences, it has since
become clear that the developer intends to construct the homes 25 ft. from the right of way,
and not the edge of pavement. Thus, the portion of the driveway located within the right of way
and the edge of pavement was not included in the original drainage area calculations.
The area of driveway within the right of way and edge of pavement has been calculated for
each lot and summed up based on the drainage area. As a result, the inlet drainage areas
have more impervious area, which results in a slightly higher "C" coefficient. The updated "C"
coefficients for each inlet drainage area were then used to revise the pipe calculations to
ensure pipe sizes maintained adequate capacity. The increase in impervious area for each
inlet drainage area resulted in a net increase in volume of runoff to be treated for Infiltration
Basins 1 B, 1 C, and 1 D. Note that Bioretention Area 1 A was not affected due to the fact that
there are no residences within that drainage area.
For Infiltration Basins 1 B and 1 C, the modification did not necessitate any modifications as the
Basins are more than adequately sized to handle the additional flow. However, the additional
impervious area associated with the driveway within the right of way for Infiltration Basin 1 D
caused the volume of the 4.5" rainfall to exceed the volumetric capacity of the Infiltration Basin.
Under the original permit, Infiltration Basin 1 D was sized to accommodate 35,500 sq.ft. of

THe Villages of Turtle Creek
041.05.043
08/23/06
Page 3 of 3
impervious area to be applied towards the future amenity area. By revising this amount to
35,000 sq.ft, the basin is once again adequately sized. Please note that a permit modification
will be required prior to any construction within the amenity area.
The above modifications are reflected within the following enclosed documents:
1. Lot BUA Design Sheet
2. "Phase 1 Modification Stormwater Management High Density Express Permit
Application Supplemental Report"
3. "Stormwater Management Plans" on sheet C.5.2, C.5.3, and C.5.4.
4. Revised "Stormwater Management Permit Application Form."
6. Revised "Infiltration Basin Supplement" for Phase 1 Basin 1 B.
7. Revised "Infiltration Basin Supplement" for Phase 1 Basin 1 C.
8. Revised "Infiltration Basin Supplement" for Phase 1 Basin 1 D.
Please do not hesitate to contact our office should you have any questions, comments, or
require any additional information.
Regards,
CAVANAUGH & ASSOCIATES P.A.
Robert Walker, E.I.

A,kTT4�
AWN RUC
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
,lames D. Simons, PG, PE nand Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
7/26/2006
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
DCNC North Carolina
Mr. Brian D. Dilsheimer, Mgr
2528 Independence Blvc. #104
Wilmington, NC 28401
RE:: Project Name: The Villages @ Turtle Creek Express Review
Project Number. Pende-2007-039
County: Pender, Surf City, NC Hwy 210
River Basin: Cape Fear
Submitted By: Cavanaugh & Associates
Date Received by LQS: July 26, 2006
Plan Type: NEW
Dear Mr. Dilsheimer:
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 review period for an express review is three days of receipt of a complete plan. If additional
information is requested, it must be submitted within five working days of receipt.
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.
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,
Carol N. Miller
Assistant Regional Engineer
cc: Robert Walker, El, Cavanaugh & Associates
LQS-WiRO; CWS-WiRQ
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 - Phone: [phone] / FAX: [phone]

Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
Project Name: The Villages @ Turtle Creek
Project Number: Pende-2007-039
1. As per the express review meeting with Mr. Walker and Mr. Gupton on 7/26/06, please revise the
construction sequence to address stabilization of roadways prior to beginning lot grading.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: The Villages A Turtle Creek
DATE: 7/26/2006
PROJECT NO.: Pende-2007-039
COUNTY: Ponder
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_W2/2006
. 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
STORNWATER CALCULATIONS
Project location (roads, streets, landmarks)
Pre -construction runoff calculations for each outietfrom the site
North arrow and scale
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
GENERAL SITE FEATURES (Plan elements)
construction phase & the final runoff coefficients of the site)
Design calcs of culverts and storm sewers
Legend: North arrow, scale, etc.
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
Property lines
Existing contours (topographic lines)
Design talcs of cross sections and method of stabilization of
Proposed contours
existing and planned channels (include temporary linings)
_
Limits of disturbed area (provide acreage total, delineate limits,
Design calcs and construction details of energy dissipators
— below culvert and stone sewer outlets (diameters & apron
and label)
Planned and existing building locations and elevations
dimensions)
Design caics and dimension of sediment basins
Planned & existing road locations & elevations
Lot and/or building numbers
Surface area and settling efficiency information for proposed
Geologic features: rock outcrops, seeps, springs, wetland and
sediment traps and/or basins
their limits, streams, lakes, ponds, dams, etc.
VEGETATIVE STABILIZATION
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
Area &acreage to be vegetatively stabilized
If the same person conducts the land -disturbing activity & any related borrow
Method of soil preparation
Seed type &rates (temporary &permanent)
or waste activity, the related borrow or waste activity shall constitute part of
Fertilizer type and rates
the land -disturbing activity unless the borrow or waste activity is regulated
Mulch type and rates
under the Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related borrow or waste
activity are not ronduckxl by the same person, they shall be considered
NOTE: Plan should include provisions for groundcover on
separate land -disturbing activities and must be permitted either thru the
exposed slopes within 15 working days or 30 calendar
Sedimentation Pollution Control Act as a one -use borrow site orthmugh the
days (whichever is shorter), following completion of any
Mining Act.
hose of grading; g
P 9 g; permanent roundcover for all
__. Required Army Corps 404 permit and Water Quality 401 certification (e.g.
disturbed areas within 15 working days or 90 calendar
stream disturbances over 150 linear feet)
days (whichever is shorter) foikmring completion of construction or
development
EROSION CONTROL MEASURES (on plan)
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
Legend
Location of temporary measures
Completed, signed & notarized FR/O Form
Location of permanent measures
Accurate application fee ($50.00 per ace: rounded up the
Construction drawings and details for
next acre with no ceiling amount)
temporary and permanent measures
Certificate of assumed name, if the owner is a partnership
Maintenance requirements of measures
Name of Registered Agent (if applicable)
Contact person responsible for maintenance
Copy of the most current Deed for the site
SITE DRAINAGE FEATURES
NOTE: For the Express Permitting Option, inquire at the local
ReglonalOffice for availability.
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations forAcxeage of land
being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course
(orgy where stornwater discharges are to occur)
Comments: See next page.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion 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

ENVIRONWNTAL SERVICES. INC.
52.1- S. NEW HOPE ROAD
RALEIGH. NORTH CAROLINA 27610
919-212-1760 • FAX [phone]
www_environmentalservicesinc.cnro
21 July 2006
Mr. Rob Walker, E.I.
Cavanaugh & Associates; P.A.
130 North Front Street, Suite 202
Wilmington, NC 28401
Re: Turtle Creek Phase 2 ESI Project # ER06-043.03
Soil Evaluation
Pender County, North Carolina
Dear Mr. Walker.
On 21 and 22 June 2006, Environmental Services, Inc., (ESI) conducted soil evaluations for five areas
proposed for stormwater disposal within Phase 2 of the Turtle Creek project located near Surf City,
Pender County, North Carolina. This evaluation included the advancement of hand -auger borings
throughout the site in areas previously determiner) to be non jurisdictional upland areas. These
evaluations included determining the depth to seasonal high water table (SHWT) as well as a determining
infiltration rates by conducting in situ saturated hydraulic conductivity (Kw) tests.
Available information reviewed prior to the field investigation included the U.S. Department of
Agriculture Soil Survey of Pender County, Norlh Carolina and the United States Geological Survey
(USGS) 7.5-minute topographic quadrangle (Holly Ridge, NC). The areas of the site evaluated are
mapped as Onslow loamy fine sand (On) based on the Soil Survey of Pender County, North Carolina.
Soil Evaluation
Soil borings were advanced to a depth of greater than 60 inches below the ground surface (BGS) within
the proposed stormwater disposal areas on the project site. The borings were characterized for the
following criteria: texture; color, structure; soil depth; depth and thickness of any restrictive horizon(s) if
present; depth (if present) of a SHWT; and topography and landscape position.
Evaluation Areas 1 and 5
Soils within areas 1 and 5 are generally similar to the Woodington fine sandy loam series. The surface
horizons extend to a depth of 12 inches .BGS with textures generally consisting of fine sandy loam. Soil
structure within the surface horizons is generally weak medium granular. The subsurface horizons extend
from depths ranging from 12 inches to greater than 60 inches BGS with textures generally consisting of
fine sandy loam. Soil structure within the subsurface horizons is generally weak medium granular.
Restrictive horizons were not observed within 60 inches of the soil surface within the areas evaluated.
Evidence of a SHWT was observed within 12 inches of the soil surface. Topography within these areas is
generally flat with slopes ranging from 0 to 2%.
JACKSON1PILLE • ST.AUG LISTINE • COCOA 0 JUPITER * DESTIN + SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE 0 ASHE4TLLE

ENVIRONMENTAL SERVICES, INC.
Turtle Creek Phase
Soil Evaluation
1 July 2006
Page 2 of 3
Evaluation Areas 2 through 4
Soils within areas 2 through. 4 are generally similar to the Foreston loamy fine sand series. These areas
are mapped as. Onslow fine sand; .however, the soils present lacked the pockets of reddish -brown, weakly
cemented material typically found in the Gnslow series. The surface horizons extend to a depth of 10
inches .BGS with textures ranging from loamy fine sand to fine sandy loam. Soil structure within the
surface horizons is generally weak medium, granular. The subsurface horizons extend from depths
ranging from 12 inches to greater than 60 inches BGS with textures generally ranging from fine sandy
loam to sandy loam. Soil structure within the subsurface horizons is generally weak fine subangular
blocky.
Restrictive horizons were not observed within 60 inches of the soil surface within the areas evaluated.
Evidence of a SHWT was observed from 12 to 20 inches BGS. Topography within these areas is
generally flat with slopes ranging from 0 to 2%.
An on -site soil evaluation was conducted on 29 June 2006 with Mr. Vincent Lewis of the N.C.
Department of Environment and Natural Resources (NCDENR) — Division of Soil and Water
Conservation. The. SHWT depths, as approved by Mr. Lewis, are listed below in Table 1.
Tattle 1. Seasonal His-rh Water Table Deaths
Soil Boring at Kw Test Location
Seasonal High Water Table Depths inches BGS
24
<12
Ks.t 222
12
K.t 2-3
18
K,.t 24
20
K a 2-5
<12
Infiltration Rates
Infiltration rates were measured at five locations on the project site. K.,. measurements were conducted
with a compact constant head permeameter (cchp). These measurements were conducted at soil depths
ranging from 17 inches to 20 inches BGS. The measurement locations were areas that may be potentially
used for wastewater infiltration basins and/or stormwater infiltration devices. A detailed soil profile
description was completed at each test location.
The in -situ K„t values were calculated based on field measurements using the Glover Equation. K.
measurements ranged from 7.79 gal tons/day/square-foot (gpd/fe) to 15A5 gpolW [0.52 inches/hour
(in/hr) to 1.03 in/iar].
Table 2 summarizes the in situ K., measurements for each location and includes: location; depth and
horizon; hydraulic conductivity test method used; and conductivity measurement at each location.

ENVIRONMENTAL SERVICES. INC.
Turtle Creek Phase 2
Soil Evaluation.
21 July 2006
Page 3 of 3
Table 2. In -situ Saturated Hvdraulic Conductivity Measurements.
Conductivity Test
Number
Depth/Horizon
(incises BGS)
Method
Result
d/ft
in/hr
Ks., 2-1
15Bt
In Situ cch
15.04
1.01
K , 2-2.
17/Bt
In -Situ cch
14.63
0."
Iut 2-3
19/Bt
In -Situ cch,
15.45
1.03
KSer 2-4
19/Bt
In -Situ cch
15.45 ..
1.03
Kt 2-5
24/B
In Situ ccit
7,79
0.52
Conclusion
ESI evaluated soil borings and conducted saturated .hydraulic conductivity tests in five :locations in areas
proposed for stormwater infiltration devices. Evidence a SHWT was observed within 12 inches of the
.soil surface at Soil Borings I and 5. Evidence of a SHWT was observed at depths ranging from 12 to 20
:incites BGS at Soil Borings 2 through 4. Kt measurements ranged from 7.79 gpd/A' to 15.45 gpd/ft'
(0.52 in/hr to 1.03 in/hr).
Thank you for allowing ESI to be of service to Cavanaugh & Associates, P.A. Please call me if you have
any questions.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Josh Witherspoon, LSS
Senior Scientist
Attachments: Sail Boring and K.,.t test location map

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