SW7050938_CURRENT PERMIT_20051214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
AZ5-19*
YYYYMMDD

��F W A rE9Q Michael F. Easley, Governor ' `kko
G William G. Ross Jr„ Secretary
rNorth Carolina Department of Environment and Natural Resources
p Y Alan W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
December 14, 2005
Mr. Elwood H. Perry
M.P.B. Enterprises
1 Plantation Drive
Hertford, NC 27944
Subject: Permit No. SW7050938
Albemarle Plantation Village Square
High Density Stormwater Project
Perquimans County
Dear Mr. Perry:
The Washington Regional Office received a completed Stormwater Application for the subject project
on December 7, 2005. 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. SW7050938 dated December 14, 2005 to H.P.B. Enterprises for a wet detention pond
to serve the proposed Albemarle Plantation Village Square located at the intersection of Albemarle Boulevard
and SR 1429 in Perquimans County.
This permit shall be effective from the date of issuance until December 14, 2015 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. The issuance
of this permit does not resolve any previous violations of the stormwater rules for construction without a
permit.
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 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, 6714 Mail Service Center, Raleigh, NC
27699-6714. 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
Roger Thorpe or me at [phone].
Si erely
^. ,L,, jam.
Al Hodge, Regiona Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Bissell Professional Group
Perquimans County Inspections
Washington Regional Office
Central Files
Cana
No. )h.Caraliiz�
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mail, Washington, NC 27889 1-877-623-6748

State Stormwater Management Systems
Permit No. SW7050938
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
H.P.B. Enterprises
Albemarle Plantation Village Square
Perquimans County
FOR THE
construction, operation and maintenance of stormwater management systems 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 for a wet detention pond to
serve the proposed Albemarle Plantation Village Square located at the intersection of Albemarle Boulevard
and SR 1429 in Perquimans County.
This permit shall be effective from the date of issuance until December 14, 2015 and shall be subject to the
following specified conditions and limitations:
DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as described
on page 2 of this permit, the Project Data Sheet.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit,

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Albemarle Plantation Village Square
Permit Number:
SW7050938
Location:
Perquimans County
Applicant:
H.P.B. Enterprises
Mailing Address:
1 Plantation Drive
Hertford, NC 27944
Application Date:
10/4/2005 (original)
Receiving Stream:
UT to Yeopim Creek
Classification of Water Body:
SC
Total Site Area:
27.39 ac
Total Impervious:
15.03 ac
Wet Pond Depth:
4.0 ft
Required Storage Volume:
54,098 cf
Provided Storage Volume:
60,399 cf
Required Surface Area:
57,264 sf
Provided Surface Area:
58,816 sf
Controlling Orifice:
3.0 inch @ elevation 5.0 ft

4. No homeowner/lot ownerldeveloper shall be allowed to fill in, alter, or pipe any vegetative practices
(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.
5. The following items will require a modification to the permit:
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 of the project area.
In addition, the Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system.
a. 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 surfaces except
roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency 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 outlet structure, orifice device and catch basins and .
piping.
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.
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 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. Mail the Certification to the Washington Regional Office, 943 Washington
Square Mall, Washington, North Carolina, 27889, attention Division of Water Quality,
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
of Water Quality accompanied by an application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
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 143-215.6(a) to 143-215.6(c).
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 jurisdiction.
4. in the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement stormwater management
systems.
5. The 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.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a
request for an extension along with appropriate application fee.
Permit issued this the 14 th day of December, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060938

Albemarle Plantation Village Square
Stormwater Permit No. SW7050938
Designer's Certification
I, , as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
for
Project)
(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.
Signature
Registration Number
Date

IZOY COOPER
Goo vi oi»
MICHAt L S. REGAN
Secretary
S. DANIEL. SMITH
haulm Oirertn,
NORI-14 C'AROi. INA.
Fnv;t-onaacntat Quality
May 7, 2019
Perquimans Development, LLC
Attention Mr. William G. Garner, Manager
P.O. Box 3435
Hertford, NC 27836
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7050938
Albemarle Plantation Village Square
Perquimans County
Dear Mr. Garner:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050938 for a stormwater treatment system consisting of a wet
detention pond to serve a proposed development called Village Square to be located at
the intersection of Albemarle Boulevard and Holiday Lane in Perquimans County
expires on December 14, 2019. Renewal applications are due 180 days prior to
expiration. The stormwater permit was originally issued to H.P.B. Enterprises. The
Perquimans County Tax maps show that Perquimans Development, LLC now owns this
property.
If you would like to keep this stormwater permit active, please submit a completed
permit renewal application along with a $505.00 fee for permit renewal and an
ownership change application along with another $505.00 fee. Permit application forms
for renewal and ownership change can be found on our website at:
littl:�s_��cic a r c. ~c�/��lx>r�i �livi5 nV � R- _r��iller al-1 r��cl re5ou� cc4 encr r _-mineral-]arid-,
rules stol'tnwater-pr gram ost-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if it is developed.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you, If you would like, I can e-mail you a copy of the
application forms. You can request a copy of the application forms by e-mailing me at
roger.thorpe07ncdenr.gov. If you do not wish to maintain this stormwater permit, please
let me know.
Sincerely,
Ro er K. Thorpe
Environmental Engineer
D ��� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Ofrice 1943 Washington Square Mail I Washington, North Carolina 27881)
TN t;N MrM
252.946.6481

State of North Carolina
®UII,,AAII Q-WARUepartment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This firm malt' be photocopied for use us an original
1. GENERAL INFORMATION
. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
H.P.B. Enterprises
OFFICE USE ONLY
Date Received I'ce Paid Permit 9umber
SWACK
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Woody Perry
3. Mailing Address for person listed in item 2 above:
201 Ocean Hwy S.
City Hertford State NC
Telephone Number: 252-426-1128
Zip: 27944
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements, etc.):
Albemarle Plantation, Village Square
5. Location of Project (street address):
At the intersection of Albemarle Boulevard and Holiday Lane (NCSR 1429)
City Bethel Township County: Perquimans
6. Directions to project (from nearest major intersection):
Intersection of Albemarle Boulevard and Holiday Lane. (NCSR 1429). About 4/10ths of a mile south of the roadway
intersection of the end of Holiday Island Rd. (NCSR 1347) and the beginning of Holiday Lane towards Holiday Island.
7. Latitude
36.100N Longitude:
8. Contact person who can answer questions about the project:
Name:
Mark S. Bissell P.E.
II. PERMIT INFORMATION:
1. Specify whether project is (check one' X New.
76.390W of project
Telephone Number: [phone]
Renewal
Modification
Farm SWU-101 Version 3.99 Page I of'4

2. If this application is being submitted as a result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Speci fy 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 S
Information on required state permit can be obtained by contacting the Customer Service Center at
1-877-623-6748
Ill. 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 runoff from all impervious surfaces will be collected and directed by a convc ence system
outletting to a proposed wet detention pond.
2. Stormwater runoff from this project drains to the Pasquaotank River Basin
3. Total Project Area: 27.39 acres 4. Project Built Upon Area: 54.89%
5. How many drainage areas does the project have? 1
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.
Basiat. Information . ..�
Dt ainage. Area ]; . ``
,� '. �Draina >e Area 2
b.
r ,E;Drainae Area-3,! ,.;
Receiving Stream Name
Yeopim Creek
Receiving Stream Class
Sc
Drainage Area
1192,995 sq.ft.127.39a
Existing Impervious* Area
0
Proposed Impervious* Area
654,822 sq.ft. 1 15.03ac.
Impervious* Area (total)
54.89%
Impervious Surfacc, Area
Draina�e,jArea,l_ �
a �
T
Drainage Area'2 , r
_ . f , Dra triage Area 3;
Future On -Site Buildings
84,749 sq.ft. / 1.95 ac.
On -Site Streets
included in parking
On -Site Parking
481,861 sq.ft. / 11.06 ac
Other On -Site
88,212 sq.ft. / 2.03 ac.
Off' -Site
0
% Impervious* Area (total)
54.89%
*1ntpervlous area is defined cis the built upon area including, but not li»titer to, buildings, roadv, parking areas,
sidewalks, gravel tweas, etc.
form SWU-101 Version 3,99 Page 2 of 4

7. l-low was the off -site impervious area listed above derived'! NIA
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.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenant:
may not be changed or delted without consent of the State.
2. No more than square feet of any lot shall be covered by structures or 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 necessray to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runofffrom outparcels orfitture development shall he 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 cis 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
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
Norm 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 initaling in the space provided
next to each item.
Initi
• Original and one copy of the Stormwater Management Permit Application Dorm DMK
• One copy of the applicable Supplement Form(s) for each BMP FMB
• Permit application processing fee of $420 (payable to NCDENR) DMK
• Detailed narrative description of stormwater treatment/management DMK
• Two copies of plans and specifications, including: • DMK
- Development/Project Name
- Engineering 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)
VI AGENT AUTHORIZATION
If you wish to desginate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Bissell Professionai Group
Mailing Address:
P.O. Box 1068
City Kitty I-lawk Slate: NC
Phone: [phone]
VIII APPLICANT'S CERTIFICATION
Zip
Fax
27949
252 261-1760
I, (print or type name ofper.son listed in General Information, item 2) 1— f1A)A
certify that the information included on this permit application farm 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 will be recorded, and that the proposed project complies with the requuirements of 15A
NCAC 2H .1000.
Signature: Date:
Fonnn SWU-101 Version 399 Page 4 of 4

Permit No.
(t0 he provided e! Y DJ 17Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality InECEI VEIL-1
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT OCT — 4 2005
This form rnay be photocopied for use as an original D ` `1f�jvf ,Q_W ` YAR O
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 : Albemarle Plantation Village Square
Contact Person: Mark. S. Bissell, Bissell Professional Group Phone Number: [phone]
For projects with multiple basins, specify which basin this workshcet appliest to: Basin #1
elevations
Basin Bottom Elevation
,p .24 ft.
Permanent Pool Elevation
5.0 ft.
Temporary Pool Elevation
6.0 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge stucture overflox)
areas
Permanent Pool Surface Area 58,816 sq. ft. (water surface area at the orifice elevation)
Drainage Area 27.39 ac. (on -site and off -site drainage to the basin)
Impervious Area 15.03 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 150,860 cu. ft. (combined vloume of main basin and forebay)
Temporary Pool Volume 60,399 cu. ft. (volume detained above the permanent pool)
Forebay Volume 30,845 cu. ft. (approximately 20% of total volume)
other parameters
SA/DA 4.6 %
Diameter of Orifice 3 in.
Design Rainfall 1.0 in.
Design TSS Removal 85 %
(surface are to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
* See attached narrative for explanation
Page 1 of 4
Form SWU-102 Rcv.3.99

Footnotes:
l When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the convect value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. 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 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. If a requirement has not been met, attach justification.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
Tht,forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
h rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
JV if
of -way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
M. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) V"dioes 0 does not incorporate a vegetated filter at the outlet.
This system (check one) woes 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4 _ _

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads O. fh51- feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads P.75 FMrc feet in the forebay, the sediment shall be removed.
Sediment
Bottom
El. -K flfl
------------
on 2.0 FMv.
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 5.00
Sediment Removal Elevations 7C rAfl-
Bottom Elevation 2.0 F,46t-
MIMI DIM
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
b. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures Iisted above. I agree to notify DWQ of any problems with the system or prior to am
changes to the system or responsible party.
Print name:-_ E 1 oY-Y)A ' Lc �! .
Title: I)O(A Itr
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.
I, 12-� Q C CO l �Cc I Q , a Notary Public for the State of NQ �h oa r f�l,
County of Ci rIS , do hereby certify that El t,c-)ood. H Pe+e r
personally appeared before me this Co`�` day of Njo-1�, 05 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
C?-�_ {{�� SEAL
ax-yzol C
My commission expires (.0 DCP
Form SWU-102 Rev 3.99 Page 4 of 4