SW8031217_CURRENT PERMIT_20040302

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ,(�1/3 7
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
;2lpXkPA,�gL
YYYYMMDD

0
�0� WAr�RQc
co
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
> Alan W Klimek, P E ,Director
p -C Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
March 2, 2004
Mr Todd Saieed
St Josephs Partners, LLC
3301 Benson Drive
Raleigh, NC 27619
Subject Permit No SW8 031217
St Josephs Residential
High Density Stormwater Project
New Hanover County
Dear Mr Saieed
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for St Josephs Residential on February 27, 2004 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 031217 dated March 2, 2004, for the
construction of St Josephs Residential
This permit shall be effective from the date of issuance until March 2, 2014, 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 thirty (30) days following receipt of
thus permit This request must be in the form of a written petition, conforming to Chapter ISOB 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
Laurie Munn, or me at [phone]
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/ Ism S IWQSISTORMWATIPERMIT1031217 mar04
cc Phil Tripp, P E
New Hanover County Building Inspections
Beth E Wetherell, New Hanover County Engineering
Division of Coastal Management
Laurie Munn
Wilmington Regional Office
Central -Files
N C Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service AA
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NUENOR

State Stormwater Management Systems
Permit No SW8 031217
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
St Josephs Partners, LLC
St Josephs Residential
New Hanover County
FOR THE
construction, operation and maintenance of 3 sand filters in compliance with the provisions of
15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until March 2, 2014, 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 on page 3 of this permit, the Project Data Sheet The stormwater control has
been designed to handle the runoff from 97,700 square feet of impervious area The sand
filters must be operated with a vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans
4 All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans
5 The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area
F4

State Stormwater Management Systems
Permit No SW8 031217
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Protect Name
Permit Number
Location
Applicant
Mailing Address
Application Date
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
Drainage Area, acres
Onsite, ftZ
Offsite, fl
Total Impervious Surfaces, R2
Pond Depth, feet
TSS removal efficiency
Bottom Elevation, FMSL
Permitted Surface Area, ft
Permitted Storage Volume, ft3
Top of Weir Elevation, FMSL
Top of Sand elevation, FMSL
Controlling Onfice
St Josephs Residential
SW8 031217
New Hanover County
Mr Todd Saieed
St Josephs Partners, LLC
3301 Benson Drive
Raleigh, NC 27619
February 27, 2004
Carolina Beach Yacht Basin / Cape Fear
CPF24 18-87-31 2
"SB"
Sediment Chamber#1 Sand Chamber#1
19
82,764
none
55,446
15
85% (a 50' vegetated filter is required)
63 63
738 738
1107 1107
80 --
-- 78
6" � overflow pipe
3

State Stormwater Management Systems
Permit No SW8 031217
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Sediment Chamber#2 Sand Chamber#2
Drainage Area, acres
082
Onsite, ft
35,719
Offsite, fl none
Total Impervious Surfaces, ft2
26,272
Pond Depth, feet
15
TSS removal efficiency
85% (a 50' vegetated filter is required)
Bottom Elevation, FMSL
63 63
Permitted Surface Area, ft2
330 330
Permitted Storage Volume, ft3
495 495
Top of Weir Elevation, FMSL
80 --
Top of Sand elevation, FMSL
-- 78
Controlling Orifice
6" � overflow pipe
Sediment Chamber#3 Sand Chamber#3
Drainage Area, acres 058
Onsite, ft2 25,265
Offsite, ft none
Total Impervious Surfaces, ft2
Pond Depth, feet
TSS removal efficiency
Bottom Elevation, FMSL
Permitted Surface Area, ft2
Permitted Storage Volume, ft3
Top of Weir Elevation, FMSL
Top of Sand elevation, FMSL
15,982
15
85% (a 50' vegetated filter is required)
63 63
246 246
369 369
80
' 78
Controlling Orifice 6" 0 overflow pipe
4

State Stormwater Management Systems
Permit No SWS 031217
H. SCHEDULE OF COMPLIANCE
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
The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and specifications
f Debris removal and unclogging of outlet structure, onfice device, flow spreader,
catch basins and piping
g Access to the outlet structure must be available at all times
4 Records of maintenance activities must be kept and made available upon request to
authonzed personnel of DWQ The records will indicate the date, activity, name of
person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation Any deviations from the approved plans and specifications
must be noted on the Certification A modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility
8 The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below
a Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the drainage
area
e Further subdivision, acquisition, 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
5

State Stormwater Management Systems
Permit No SW8 031217
9 The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction
10 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
11 At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property
12 The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system
13 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
14 The permittee must maintain the current permitted drainage area No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director In the
event of a change of ownership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate The approval of this request will be
considered on its ments and may or may not be approved The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request
2 Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have lunsdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility
6 The permit may be modified, revoked and reissued or terminated for cause The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition
C.1

State Stormwater Management Systems
Permit No SW8 031217
7 Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planrung and Design Manual
8 Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit
9 The permzttee shall notify the Division any name, ownership or mailing address changes
within 30 days
Permit issued this the 2nd day of March 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
AlKlimek, P E- Director
Division of Water Quality
By Authority of the Environmental Management Commission
7

State Stormwater Management Systems
Permit No SW8 031217
St Josephs Residential
Stormwater Permit No SW8 031217
New Hanover County
Designer's Certification
1, as a duly registered
in the State of North Carolina, having been authorized to observe (penodically/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 specification
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No SW8 031217
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 The outlet/bypass structure elevations are per the approved plan
5 The outlet structure is located per the approved plans
6 Trash rack is provided on the outlet/bypass structure
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting of
the system
10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the system are provided, such as a vegetated shelf, and a
forebay
14 The overall dimensions of the system, as shown on the approved plans, are
provided
cc NCDENR-DWQ Regional Office
New Hanover County Building Inspections
0

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
I Applicants name (specify the name of the corporation, individual, etc who owns the project)
St Josephs Partners LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Todd Saleed Member Manager '
3 Mailing Address for person listed in item 2 above
3301 Benson Drive
City Raleigh State NC Zip 27619
Telephone Number 919-876-4772
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
St Josephs Residential
5 Location of Project (street address)
700 St Joseph's Street
City Carolina Beach County New Hanover
6 Directions to project (from nearest major intersection)
0 6 miles south of the intersection of US Hwy 421 and Hwy_ 132
7 Latitude N 340 02' 30" Longitude W 770 53' 00" of project
8 Contact person who can answer questions about the project
Name Phillip TrippTelephone Number 910-763-5100
If PERMIT INFORMATION•
I Specify whether project is (check one) X New Renewal Modification
Form SWU-101 Version 3 99 Page 1 of

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 Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III 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
sand filters
2 Stormwater runoff from this project drains to the Cape Fear River basin
3 Total Project Area 3 99 acres
5 How many drainage basins does the project have? I
4 Project Built Upon Area 544 %
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
} E s ! & Y4 1 ll P� 9 t
BasinInforirnatao>rac�'�)k��
Eit,F f [i f 3^T&lx < !e Ecpg¢agtisn3r rf,isgr a fa Li
,i f E�i 2 ii{i ty3i4t -t { t! k tr
i e136 xpvPi�t�FPtey t itiYf6$dv&%feefif }
�iDramage)Ba'sini���
a EZ 1 4
` �1Drairiage3Basiii2 E�Et rE,,;�i
if3 Y tF s#daJ.te'ift�6'.EEi�t € fey ¢ N. f; 3t qzi 3 3 3 dg
m 11f vl 1
33 EfA DrainageBasin�3;
! E E lsgi`i xs St F t- EEtq ! E Ef ik i 9et Y 1 di
Receiving Stream Name
Carolina Beach Yacht Basin
Carolina Beach Yacht Basin
Carolina Beach Yacht Basin
Receiving Stream Gass
SB
SB
SB
Drainage Basin Area
1 9 ac
0 82 ac
0 58 ac
Existing Impervious * Area
-
-
-
Proposed Impervious * Area
1 27 ac
0 60 ac
0 37 ac
% Impervious* Area (total)
67%
74%
63%
�Irripervious *ISurface,ii5 real l
1 f II PlPrF(l(i[91h[f �R#Yl.�l rtHkt �ei
," ;, s{,i=) rainageiBasi'rie€{plEEe1�lE, ,�,oj3p ygpfr�jE
i� i .PIpiBP 6dt111[dak. �. AlaS'SiA6Yllil iEPofk i »'8�£F
&f; pt; I ,
=I!;'' ��f>YE;aDrain`agelBasinl2,Et,E,3i`io- `#!�#
ii: [ & �� 1�` ➢66k1{6i11 16as a xEi EF 1{,t{�lj }j}
f! '"
; i;,`�;�'Vrainage Basin,�3E � � E
1p3 as d 1 J C d3Y 1 (v i i@ v I {t
On -site Buildings
24,459 sf
13,060 sf
1,515 sf
On -site Streets
On -site Parking
24,510 sf
12,855 sf
9,748 sf
On -site Sidewalks
2,155 sf
357 sf
1,392 sf
Other on -site pool deck
4,322 sf
-
3,327 sf
Off -site
-
-
-
Total
E=55,446 sf
E=26,272 sf
E=15,982 sf
* 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

7 How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment
1 The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
2 No more than square feet of any lot shall be covered by structures of impervious materials
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior
to construction
S All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under 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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of 4

Oct 27 03 04:38p Phillip Tripp 910-763-5631 p•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 apphcation package should be
submitted to the appropriate DWQ Regional Office.
1 Please indicate that you have provided the following required information by initialing in the space
provided next to each item
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including
- DevelopmentlPro)ect name
- Engineer and firth
- Legend
- North arrow
- Scale
- Revision number and 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 fiTM) Tri incerin P C
Mailing Address _ 419` Chestnut Street
City ,__WilmLgton .. State NC Zip 2 401
Phone _(910) 763-5100 _ Fax _ (101.76 -5631 _
VIIL APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Lodd Saieed ,
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 covenants a record J, an the proposed project complies with the requirements of 15A
NCAC 2H 1000 • /
✓' Signature qr Date _ ! r $3
Form SWU-101 Version 3 99 Page 4 of

State Stormwater Permit No SLO V_a112-17
Applies to System No
SAND FILTER OPERATION AND MAINTENANCE PLAN
FOR DRAINAGE AREA 2
Regular maintenance is essential to the long-term performance and durability of the
sandfilter, as it is with all stormwater BMP's
Depending on the types of activities occurring within the drainage area, most sand
filters will show a decreased capacity for filtration after a few years At least once a
year, each filter must be inspected after a 1" design storm event to determine if the
filter bed is passing the runoff within 24 hours
2 If the filter is not passing the runoff completely within 24 hours, the first 2"-3" of
discolored sand must be removed and replaced with new sand The removed sand
must be dewatered and disposed of properly
3 At the same time that maintenance is performed on the sand chamber, the sediment
chamber should be pumped and cleaned The removed sediment should be
dewatered and disposed of properly
4 At least once every quarter, check that the orifice is clear
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 and prior to any changes to the system or the responsible party
Print name and title Todd Saieed, Member Manager
Address 3301 Benson Drive Raleigh, NC 27619
Phone 91 -8 Fax [phone]
Signature Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the
lots,ppve been sold and a resident of the subdivision has been named the president
I, 1 MUYWJ), a Notary Public for the State of
orth Carolina , County/of do hereby certify that
Todd S i ed personally appeared before me this the
day of 12004 , and acknowledge the due execution
of a foregoing sand filter maAenance requirements Witness my hand and official seal,
_aUMW'h' SEAL
,rig E�r
My commission expires
y� Co r
f '

State Stormwater Permit No SW 1Z
Applies to System No
SAND FILTER OPERATION AND MAINTENANCE PLAN
FOR DRAINAGE AREA 3
Regular maintenance is essential to the long-term performance and durability of the
sandfilter, as it is with all stormwater BMP's
Depending on the types of activities occurring within the drainage area, most sand
filters will show a decreased capacity for filtration after a few years At least once a
year, each filter must be inspected after a 1" design storm event to determine if the
filter bed is passing the runoff within 24 hours
2 If the filter is not passing the runoff completely within 24 hours, the first 2"-3" of
discolored sand must be removed and replaced with new sand The removed sand
must be dewatered and disposed of properly
3 At the same time that maintenance is performed on the sand chamber, the sediment
chamber should be pumped and cleaned The removed sediment should be
dewatered and disposed of properly
4 At least once every quarter, check that the orifice is clear
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 and prior to any changes to the system or the responsible party
Print name and title _Todd Saieed, Member Manager
Address 3301 Benson Drive Raley h NC 27619
Phone 9 - 4 Fax [phone]
Signature Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the
lots live been sold and a resident of the subdivision has been named the president
1, , a Notary Public for the State of
North Carolina , County of aA do hereby certify that
Todd Sai ed personally appeared before me this the
day of , 2004 , and acknowledge the due execution
grf\the foregoing sand filter maintoance requirements Witness my hand and official seal,
SEAL
4 My commission expires .
t y 1 i 7 M4