SW8080717_CURRENT PERMIT_20230103

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0�i0-1 m
DOC TYPE
❑X CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 23 0\ 0 3
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
DOUGLASR.ANSEL
Interim Director
January 3rd, 2023
NORTH CAROLINA
Errvhanmenta/,Quality
H & S Hotel Properties, LLC
Manatee Investments Limited Partnership, Managing Member
Manatee Group, LLC, General Partner
Attn: Paxon M. Holz, Manager
106 Manatee Street
Cape Carteret, NC 28584
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8080717
H & S Hotel
Carteret County
Dear Mr. Holz:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR" ). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
On August 5, 2009, the Governor signed Session Law 2009406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on November 17'", 2022. The Division is hereby notifying you that permit SW8080717 has
been renewed, updated, and re -issued on January 3rd, 2023, as attached. As requested, a copy of the current
operation and maintenance agreement is also enclosed. Please be aware that the renewal and re -issuance of this
stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until December 30', 2029, which includes all available extensions, and does not
supersede any other agency permit that may be required. The project shall be subject to the conditions and
limitations as specified therein. This permit does not impose new or increased stormwater control requirements; it
clarifies the rules and requirements of thisprogram to provide you with a better understanding of your obligations
under this permit. Failure to comply withthese requirements will result in future compliance problems. Please
note that this permit is not transferable except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
®E,QZ� North Carolina Department of Environmental Quality I Division of Energy, Mlneraland land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
rvwm cer+wrae
910.796.7215

State Stormwater Permit No. SW8080717
Page 2 of 2
If you have any questions concerning this permit, please contact Aisia Freeman in the Wilmington Regional
Office, at phone # [phone] or [e-mail].
Sincerely, �/A/1ry
Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/af: \\\Stonmwater\Permits & Projects\2008\080717 HD\2023 01 permit 080717
cc: Wilmington Regional Office Stormwater File
�tt North Carolina Department of Environmental Quality I Division of Energy, Mrieial and Land Resources
®� J/ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
g�eNoah c�aouNn v
910.7967215

Post- Construction Stormwater Management
Permit No. SW8080717
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION 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
Lawrence S. Spell and H&S Hotel Properties, LLC
H & S Hotel
Corner or Emerald Drive & Islander Drive, Town of Emerald Isle, Carteret County
FOR THE
construction, operation and maintenance of two underground infiltration trenches in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') as outlined in the
application, approved stormwater management plans, supplement, calculations, operation and maintenance
agreement, recorded documents, specifications, and other supporting data (the "approved plans and
specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and Land
Resources (the "Division" or "DEMLR"). The project shall be constructed, operated and maintained in
accordance with these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until December 300, 2029 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until the
permittee files a request with the Division for a permit modification, transfer, renewal, or rescission, however,
these actions do not stay any condition. The issuance of this permit does not prohibit the Director from
reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as
allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.7 on page 3 of this permit. The stormwater controls have been designed to handle the runoff
from a total of 40,972 square feet of impervious area. Infiltration trenches 1 and 2 have been designed
to handle 18,963 and 22,009 square feet of impervious area, respectively.
3. The stormwater system must be operated with a 50' vegetated filter.
1 of 5

Post- Construction Stormwater Management
Permit No. SW8080717
4. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on page 3 of this
permit, and per approved plans. This permit does not provide any allocation of built -upon area for future
development.
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 runoff from all built -upon area within the permitted drainage area of this project must be directed
into the permitted stormwater control system.
The following design criteria have been provided in the infiltration trench and must be maintained at
design condition
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
c. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft:
e. Perforated Pipe Diameter/Length, ft
f. Bottom Elevation, FMSL:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft':
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Seasonal High Water Table, FMSL:
I. Time to Draw Down, hours:
m. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Trench 1 Trench 2
22,526 25,933
22,526 25,933
none none
18,963 22,009
1.5 1.5
67.5 x 19.25 157.5 x 13.35
and 117.5 x 25.15 and 125.66 x 22.2
1.5/1,240 (total) 1.5/1,480 (total)
9.50 9.75
11.83 12.08
5,779 6,571
Newhan Newhan
8.00 8.00
7.42 7.74
1.85 1.79
Bouge Sound / White Oak
20-36-(0.5)
"SA, ORW"
1. The stormwater management system shall be constructed in its entirety, vegetated and operational for
its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader, catch basins,
piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
2 of 5

Post- Construction Stormwater Management
Permit No. SW8080717
Records of maintenance activities must be kept and made available upon request to authorized
personnel of the division. The records will indicate the date, activity, name of person performing the
work and what actions were taken.
The permittee shall submit to the Division an annual summary report of the maintenance and inspection
records for each BMP. The report shall summarize the inspection dates, results of the inspections, and
the maintenance work performed at each inspection.
6. No person or entity, including the permittee, shall alter any component shown in the approved plans
and specifications. Prior to the construction of any modification to the approved plans, the permittee
shall submit to the Director, and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the project or SCM that
impact the certifications, a new or updated certification(s), as applicable, will be required and a copy
must be submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of
the approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on
the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved plans and
specifications.
g. Other modifications as determined by the Director.
7. The facilities shall be constructed, operated and maintained in accordance with the provisions of this
permit, the approved plans and specifications, and the supporting documents attached to this permit
and on file with the Division.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation
of this permitted facility, a certification must be received from an appropriate designer for the system
installed certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification may be required
for those deviations.
9. 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.
10. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
11. 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.
3of5

Post- Construction Stormwater Management
Permit No. SW8080717
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall
take immediate corrective actions. This includes actions required by this Division and the stormwater
rules such as the construction of additional or replacement on -site stormwater systems. These
additional or replacement measures shall receive a permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The
permittee shall submit a completed Permit Information Update Application Form to the Division within
30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must
be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business association that
has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property on which
the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal
proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the permitted
activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be
conducted by Division personnel to ensure the permit conditions have been met and that the project
and the on -site stormwater system complies with the permit conditions. Records of maintenance
activities performed to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this
permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during
normal business hours to inspect all components of the permitted project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
4 of 5

Post- Construction Stormwater Management
Permit No. SW8080717
ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual
certification completed by either the permittee or their designee confirming the projects
conformance with permit conditions
e. OBTAINING COMPLIANCE. 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
modified plans and certification in writing to the Director that the changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying
with and obtaining any other permits or approvals that are required for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed, updated, and reissued this the 3rd day of January 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
6�t W( Q0
J1 Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
5of5

Attachment A
H & S Hotel
Stormwater Permit No. SW8 080717
Carteret County
Designer's Certification
Post- Construction Stormwater Management
Permit No. SW8080717
I, , as a duly registered in the State of North Carolina,
having been authorized to observe (periodically/ weekly/ full 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 is included in the Certification.
Noted deviations from approved plans and'specificatiom
Signature
Registration Number
Date
SEAL
1 of 2

Post- Construction Stormwater Management
Permit No. SW8080717
Certification Requirements:
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEQ Regional Office
Carteret County Building Inspections
2of2

H&5 Hotel
Permit No..5W8 080717
Approval
Date
Permit Action
BIMS
Version
Description of the Changes
Modified Plan Sheets
High Density Project -construction, operation and
maintenance of two underground infiltration trenches in
compliance with the provisions of 15A NCAC 2H .1000.
8/12/2008
Original
1.0
The stormwater controls have been designed to handle
13
Approval
the runoff from a total of 40,972 square feet of
impervious area. Infiltration trenches I and 2 have been
designed to handle 18,963 and 22,009 square feet of
impervious area, respectively.
1/3/2023
Renewal
2.0
New expiration date 12/30/2021
Page 1 of 1

Permit Number: :51A.XaLu:zo
(to be provided by DWQ)
Drainage Area Number: I ,Y 2
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover willbe maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
nE C E I V ED
�IJn�{j JUL 2 1 2008
DWQ
PROJ #
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate oblem:
The swale and the level
The swale is clogged with
Remove the sediment and disp
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
f a licable .
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number: Swk,") 26- !
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name: 4
BMP drainage area number:
Print
Title: gene- oj corn 9 -ko e
Address: Q311) ECtiA Q Cojcr, nr�-me-ifo
Date: U7 - 011 — U a
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
NC , County of do hereby certify that
G �6eoue 5.tl personally appeared before me this
day of qeo� , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
A IOt
NOTARY
PUBLIC
�0'01/12�
i��iys(Cwi CIO 11\
SEAL
b!q tomrr�On 6phes 49�2019
My commission expires
$y 2 3 2008
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev3 Page 3 of 3

Permit Number:`,ti,,.) "<]`60:?o
(lobe provider! br DWQ)
Drainage Area Number:
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Recorc
operation and maintenance will be kept in a known set location and will be ava' ble
upon request. ✓(�
�r 9 ll�
Inspection activities shall be performed as follows. Any problems that are foun ' all 01009
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the hash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SW40I-infiltration Trench O&M-Rev.3
Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Trench O&M-Rev.3
Page 2 of 3

Permit Number: d� 2
(to be provided by DWQ
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name: H & S Hotel
BMP drainage area number:
Print name: La w rro e z S.
Title: MgbgOioO Aemlmx
Address: a'8/o F..... /a jar. 9'.,..., / / Z4 /e 4,- C. o? 1S4r/
S2-3Sy-
Date: \n\
2
Note: The legally responsible party should not be a homeowners association unless more than 1\\0f
u'
the lots have been sold and a resident of the subdivision has been named the president.
I, \`ero C14a I,. 1'�2 I I , a Notary Public for the State of
County of Co, ria.e- -�, do hereby certify that
_� ,re.r\ce S personally appeared before me this 3
day of - L, ne, and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal
SEAL
My commission expires / U' 3 �aO I I
Form SW401-Infiltration Trench O&M-Rev.3
Page 3 of 3

Perm it Number: 1A3�
(io be provided by 1)WQ)
Drainage Area Number: 2
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is present,
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
RECE:IVEi
II 11 2 s zoos
BY:
Form SW401-Infiltration Trench O&M-Rev3
Page I of")

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
ou tlet.
733-1786.
11 /l 2 o
2008
Fonn SW401-Infiltration Trench O&M-Rev.3
Page 2 of 3

Permit Number:
(to be provided 2DIN )
I acknowledge and agree by my'signature below that 1 am responsible for the
performance of the 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.
Project name: H & S Hotel
BAIP drainage area number: 2
Print name: Z r, " v sa r t s Sloj��
Title:—_-- Nla t JJI%ef -
Address: G/ is le /li ?BSQY
Date: 69
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident ofthe subdivision has been named the president.
1, \1e'ors L-13e t I , a Notary Public for the State of
N(— , County of Cv-)rAere*+ , do hereby certify that
maw rend S SPe I I personally appeared before me this 5
day of u n2 aDo and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal, d -Z�
ez?'V'\pPY JZ�:
`C)
�• PU�� 2
����4�iy9TE R ET G�p``O\•
//i//llll itIkO\\P
SEAL
My commission expires )0 9 -ao 1 t
Form SW401-Infiltration Trench O&M-Rev3
Page 3 of 3

IEMLR,UJEI
Date Rec ived
Fee Paid
Permit Number
�a
50 �5—
DDi!
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 80.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: .SIA/A 06 071%
2. Project name: AIs i-o-fe-1
3. Project street address: t-orrwr of Emera jd Pr -
City: C—MeraIaSsle- County: Car -{-ere-- ZIP:1�Y
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at. https://deg.nc.gov/abouUdivisions/energy-
min era I -la nd-reso u rces/en e rqy-m i nera I -la n d-ru les/sto rmwater-prog ram/post-co nstruction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://d6g.nc.gov/abouUdivisions/eriergy-mineral-land-
resources/energy-minera 1-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: AS i{ofe I pruner i7Cs GLG
2. Signing Official's Name: �".0 "" ' I _
3. Signing Official's Title: Mm eyer of /Mam-k--
4. Mailing Address: /06 /Y?ana-�ee S�Yee-� GiM�ar'�lte/Sl.�'
City: Cape Car i2re+ State: r� ZIP :ma y
5. Street Address: 106 Mdtna7,ee stre-e-{-
City: Cape Car4eYx+ State: _A,(C ZIP :, Y
6. Phone: (.Z�) 393-8ly'1 Email:
NOV 17 2022
Stormwater Permit Renewal Form
Page 1 of 3
May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
PAL4_ 1. A permit application processing fee of $505.00 payable to NCDEQ.
ow2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of'at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act,"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
NO-- . 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
/ and protective covenants will be submitted at a later date.
P�( 4, O§ M Agreements, Please select one
I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
XI do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
Aff 5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
PV7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
NOV 17 2022 J
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PER/MIITTEE'S CERTIFICATION
the person legally responsible for the permit, certify that I have
a copy�ermit and O&M Agreeme on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the intenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, corpt and complete.
Signature: � _ Date
NOTARIZATION:
a Notary Public for the State of
rth �a 1-0 1 "Ji c4 County of Ca epe do hereby certify
that 14,3 lZ [ personally appeared before me
this the %fit day of oye kK !u-0/ 20 �2 D- , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal, . MIU11111".
(Notary Seal)
Notary Signature:
My commission expires �y �� C) co �
NOTAgy
PUBLIC
1-, ,
11
4.0 a-- If @u'
NOV 17 2022!
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

OF NATES,O
y� ~
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)t
I PROJECT INFORMATION"
Project name
H & S HOTEL
Contact name
Lawrence Spell
Phone number
252-354-3212
Date
July 22, 2008
Drainage area number
1 & 2
For Level Spreaders Receiving Flow From a BMP
Type of BMP infiltration Trenches
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
48,459.00
ftz�
F�VED
Impervious surface area
40,972.00
ftz
Percent impervious
84.55
%
2 4 2008
`
Lt3-
Rational C coefficient
0.64
Peak flow from the 1inlhrstorm
0.93
cis
Time of concentration
46.68
min�_
Rainfall intensity, 10-yr storm
3.501 inlhr
Peak flow from the 10-yr storm
3.27
cfs
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N
(Y or N)
To a mulched bioretention cell?
N
(Y or N)
To a wetland?
N
(Y or N)
To a filter strip or riparian buffer?
Y
(Y or N)
Please complete filler step charactenzation below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50.00
ft
Width of dense ground cover
0.00
ft
Width of wooded vegetation
0.00
ft
Total width
50.00
ft
Elevation at downslope base of level lip
11.84
fmsl
Elevation at top of bank of the receiving water
11.84
fmsl
Slope (from level lip to to top of bank)
0.00
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
sq ft
Feet of level lip needed per cis
13
Ricfs
Answer *Y' to one of the following:
Length based on the 1 inmr storm?
N
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
3.27
cis
Is a bypass device provided?
N
(Y or N) A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5
Parts I. and II. Design Summary, page 1 of 2

Length of the level lip 42.70 ft Level spreader length OK.
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Do not complete this section of the worksheet.
Does the channel enter the stream at an angle?
(Y or N)
Do not complete this section of the worksheet,
Dimensions of the channel (see diagram below),
Do not complete this section of the worksheet.
M
It
Do not complete this section of the wor omeet.
B
It
Do not complete this section of the worksheet.
W
ft
Do not complete this section of the workshest.
y
It
Do not complete this section of the wodcshest.
Peak velocity In the channel during the 10-yr storm
cis
Do not complete this section of the worksheet.
Channel lining material
Do not complete this section of the worksheet.
I
I______.___.'
M
M
B
Form SW401-Level Spreader, Filter Strip, Restored Ripanan Buffer-Rev.5 Parts I, and If Design Summary, page 2 of 2

III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JBM
JBm 1+3
Ax 3
nsmodd 6
NIA NIA
see
Bm naf
narro4e
SSA
_J Utrt talcs
J BLv�99ree�n+
NIA ILIA
Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5
Part III, page 1 of 1

Permit No..J
(to be provided by DWD)
020E WA rf, O7
MANIA
o�
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
rrolect name
Contact person
Phone number
Date
Drainage area number
H & S HOTEL
Larry Spell
252-354-3212
It DESIGN INFORMATION
Site Characteristics
Drainage area
22,526.00
ft'
Impervious area
18,963.00
8z
Percent impervious
842%
% gECEIVEi�
Design rainfall depth
3.67
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.67
in
1-yr, 24-hr intensity
5.82
in/hr
Pre -development 1-yr, 24-hr peak Flow
0.45
ft3/sec
Post -development 1-yr, 24-hr peak flow
2.46
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
2.01
ft3/sec
Storage Volume: Non -SR Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
3.67
in
Pre -development 1-yr, 24-hr runoff
345.00
ft3
Post -development 1-yr, 24-hr runoff
5,574.00
ft3
Minimum volume required
5,229.00
ft3
Volume provided
5,778.73
ft3
Soils Report Summary
Soil type
Newhan
Infiltration rate
8.00
in/hr
SHWT elevation
7.42
fmsl
Trench Design Parameters
Drawdown time
0.08
days OK
Perforated pipe diameter
18.00
in
Perforated pipe length
1,240 (total)
ft
Number of laterals
14
Stone type rifvsed)
#57 washed stone
Stone void ratio
0.4
Stone is free of fines?
Y
(Y or N) OK
JUL 2 3 2008
Form SW401-Infiltration Trench-Rev.2 Parts 1. & I. Design Summary, Page 1 of 2

Trench Elevations
Bottom elevation
Storage/overflow elevation
Top elevation
Trench Dimensions
Length (long dimension)
Width (short dimension)
Height (depth)
Additional Information
Total runoff volume captured by trench
Length of vegetative filter for overflow
Number of observation wells
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Depth of naturally occuring soil above SHWT
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Trench wrapped with geotextile fabric?
Pretreatment device provided
Permit No6%02nl ('-):�?17
(to be provided by DWQ)
9.50 fmsl OK
12.09 fmsl
11.83 fmsl
67.5. 117.5 ft
19.25; 25.15 ft
2.33 ft OK
1.59
ac-in OK
50.00
ft OK
1
OK
16.71 (min) ft
OK JUL 2 3 2008
> 50 ft
OK
—,>100 ft
OK BY:
Nam— It
>1 1t
OK
Y (Y or N)
OK
Y; It will be. (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Catch Basin or Drop Inlet
Form SW401-infiltration Trench-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

-4
Permit No.1 1) ea70_2 7
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
J Bra1
Sheet No.
7 +3
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out, 1 [+ CFY
Off -site drainage (if applicable),
JUL
Delineated drainage basins (include Rational C coefficient per basin), 2 3 2008
Trench dimensions,
BY'
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
RRn
J Ul r t
) 4 3
2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JB m
3
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
A
NIA
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JBNI
aa�tiea
reforf
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
p�
J lll'l
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
shedQe
entire drainage area is stabilized.
J11BRRM
CaIC-s
7. The supporting calculations.
Soa e J-
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
NIA
I r A
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2
Part III. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided b oro Q)A Feq
o� y
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information
11. PROJECT INFORMATION,
Project name
H 8 S HOTEL
Contact person -
Larry Spell
Phone number
252-354-3212
Date
611212008
Drainage area number
2
11. DESIGN INFORMATION'
Site Characteristics
Drainage area
25,933.00
ft' .
Impervious area
22,009.00
ft'
Percent impervious
84.9%
%
Design rainfall depth
3.67
in
F2EC`FTV7,
IRE
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.67
in
JUL 2 9 2008
1-yr, 24-hr intensity
5.82
inlhr
Pre -development 1-yr, 24-hr peak flow
0.52
ft3/sec
By:___
Post -development 1-yr, 24-hr peak flow
2.85
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
2.33
ft3/sec
Storage Volume: Non -SR Waters
Minimum volume required
ft3 -
Volume provided
ft3
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
3.67
in
Pre -development 1-yr, 24-hr runoff
397.00.
ft3
Post -development 1-yr, 24-hr runoff
6,462.00
ft3
Minimum volume required
6,065.00
ft3
Volume provided
6,570.92
ft3
Soils Report Summary
Soil type
Newhan
Infiltration rate
8.00
in/hr
SHWT elevation
7.74
fmsl
Trench Design Parameters
Drawdown time
0.08
days OK
Perforated pipe diameter
18.00
in
Perforated pipe length
1,480 (total)
ft
Number of laterals
11
Stone type (if used)
#57 washed stone
Stone void ratio
0.4
Stone is free of fines?
Y
(Y or N) OK
Form SW401-Infiltration Trench-Rev2 Parts I. 8 II. Design Summary (2), Page 1 of 2

Permit No t:S.1,_75
(to be provided by DWO)
Trench Elevations
Bottom elevation
9.75
fmsl
OK
Storage/overflow elevation
12.09
fmsl
Top elevation
12.08
fmsl
Trench Dimensions
Length (long dimension)
157,5; 125.66
ft
.Width (short dimension)
13.35; 22.2
ft
Height (depth)
2.33
ft
OK
Additional Information
Total runoff volume captured by trench
1.81
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Number of observation wells
1
OK R
Distance to structure
15.84 (min)
It
OK
Distance from surface waters
> 50
ft
OK
JUC
Distance from water supply well(s)
>100
It
OK 2 '3 2008
Separation from impervious soil layer
RZA ft
$Y.
Depth of naturally occuring soil above SHWT
>1
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y; It will be.
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
Catch Basin or
Drop Inlet
Form SW401-Infiltration Trench-Rev.2 _ Parts I. 8 II. Design Summary (2), Page 2 of 2

Permit No,S LA,� �C? k0 %9 :2
(to be provided by DWQ)
IIL.", REQUIRED'ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
�.L
Sheet No.
2 d 3 1.
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out, r
- Off -site drainage (if applicable), ✓(/� v�
- Delineated drainage basins (include Rational C coefficient per basin), q
- Trench dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access, �
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
J3
2.
Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
pn
JB n
3 3.
Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
A I�-
Inlet and outlet structures.
Iv �}
NIA 4.
A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
a� red
Jp ry�
DM11
MDOf I 5.
A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
em
6.
A construction sequence that shows how the inftlration basin will be protected from sediment until the
Q8¢ 1 1
entire drainage area is stabilized.
al � ctm 7.
I
The supporting calculations.
cbej
_ j! ee0 8.
A copy of the signed and notarized operation and maintenance (0&M) agreement.
1� NIA 9. A copy of the deed restrictions (if required)
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1