SW3170302_CURRENT PERMIT_20170327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW`7��2'�,
DOC TYPE
ROICURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ .COMPLIANCE EVALUATION INSPECTION
DOC DATE
�U3a
YYYYMMDD

Energy, Mineral &
Land Resources
ENVIRONMENTAL OUALITY
March 27, 2017
Mr. Melvin F. Graham, Manager
Graham Ventures, LLC
8801 Suite A Longview Club Drive
Waxhaw, North Carolina 28173
Subject: Stormwater Permit No. SW3170302
The Ridge at Wesley Chapel, Union County
Dear Mr. Graham:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
e98a,
Opt
jai a0
�Q
The Division of Energy, Mineral, and Land Resources (DELMR), received a complete Stormwater
Management Permit Application for the subject project on March 16, 2017. 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 Section NCAC 2H.1000. We are forwarding Permit No. SW3170302, dated March
27, 2017, for the construction, operation and maintenance of the subject project and the stormwater
system. This permit shall be effective from the date of issuance until March 26, 2024, or until rescinded
and shall be subject to the conditions and limitations as specified therein, and does not supersede any
other agency permit that may be required.
Please note that the permit includes the following language to minimize the impact of stormwater runoff.
Each builder and/or property owner must have plans for individual lots approved, knowing and
understanding the BUA limit and the prohibition against excessive piping, knowing where the
buffer is on that lot and where the drainage easements are and the expectation to keep existing
swales open, ensure roof gutters and impervious surfaces are disconnected to the maximum extent
technically feasible, and dispersed flow through vegetated areas is maximized and channelization
of flow is minimized.
Where any longitudinal slope of the Swale or vegetated area exceed five percent the developer
shall provide devices to slow the rate of runoff and encourage infiltration to reduce stormwater
runoff.
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. Per
NCGS 143-215(e) the petition 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 919431-3000, or visit their website at www.NCOAH.com. Unless such demands are made
this permit shall be final and binding.
Nothing Compares_
SSune of North Carolina I Environmental Quality I Energy. Mineral and land Resources
512 N. Salisbury Street 11612 Mail Service Center I Raleigh, North Carolina 27699-1612
9197079200

This project will be kept on file at the Mooresville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Mike Randall at [phone]; or
[e-mail].
Sincerely,
for Tracy E. Davis, PE, CPM, Director
cc: SW3170302 File, Mooresville Regional Office
cc: John H. Ross, PE Eagle Engineering
Nothing Compares
Stale of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
512 N. Salisbury Street 11612 Mail Service Center I Raleigh, North Carolina 27699-1612
919 707 q00

State Stormwater Permit
Permit No. SW3170302
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT QUALITY
STATE STORMWATER MANAGEMENT PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Graham Ventures, LLC /aa
The Ridge at Wesley Chapel�s�0^�c a� y�2� ��
Union County °s, p�h�, �o 0
FOR THE ?r ya, "
construction, operation and maintenance of each Stormwater Control Measures (SCM) in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred togas the
"stormwater rules') and the approved stormwater management plans, specifications and
other supporting data as on file with and approved by the State and considered a part of
this permit.
This permit shall be effective from the date of issuance until March 19, 2024, 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. Each SCM is approved for the management of stormwater runoff as described in the
application documents and as shown on the approved plans.
3. 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.
4. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the SCMs.
5. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
6. Each builder and/or property owner must have plans for individual lots approved, knowing
and understanding the BUA limit and the prohibition against excessive piping, knowing
where the buffer is on that lot and where the drainage easements are and the expectation to
keep existing swales open, ensure roof gutters and impervious surfaces are disconnected to
the maximum extent technically feasible, and dispersed flow through vegetated areas is
maximized and channelization of flow is minimized.
7. Where any longitudinal slope of the Swale or vegetated area exceed five percent the
developer shall provide devices to slow the rate of runoff and encourage infiltration to reduce
stormwater runoff.
Page 1 of 4

State Stormwater Permit
Permit No. SW3170302•
8. If sediment accumulates in the forebay in a manner that reduces its depth to less
than 75 percent of its design depth, then the forebay shall be cleaned out and
returned to its design state.
The dam structure, including front and back embankment slopes, of the pond shall
be vegetated with non -clumping turf grass; trees and woody shrubs shall not be
allowed.
10. The vegetated shelf shall be planted with a minimum of three diverse species of
herbaceous, native vegetation at a minimum density of 50 plants per 200 square
feet of shelf area.
II. SCHEDULE OF COMPLIANCE
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
2. The permittee shall at all time provide the operation and maintenance necessary to
assure every SCM 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 re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader, filter
media, planting media, underdrains, catch basins and piping.
g. Access to the cell and outlet structure must be available at all times.
3. Records of maintenance activities must be kept for each SCM. The reports will
indicate the date, activity, name of person performing the work and what actions
were taken.
4. The permittee shall submit an annual summary report of the maintenance and
inspection records for each SCM. The report shall summarize the inspection dates,
results of the inspections, and the maintenance work performed at each inspection.
5. Each SCM shall be constructed in accordance with the approved plans and
specifications, the conditions of this permit, and with other supporting data.
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 each SCM certifying that each 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.
SCMs impacted by sedimentation and erosion control during the construction phase
shall be cleaned out and converted to its approved design state.
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.
Page 2 of 4

State Stormwater Permit
Permit No. SW3170302
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of eight years from the date of the completion of
construction.
10.. 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.
11. Plats for residential lots that contain SCMs shall include: the specific location of the
SCM on the lot; a typical detail for SCM to be used; and a note that the SCM on the
property has been required to meet stormwater regulations and that the property
owner may be subject to enforcement procedures as set forth in G.S. 143, Article 21
if the SCM is removed, relocated, or altered without prior approval.
12. The O&M Agreement shall be referenced on the final plat and shall be recorded with
the county Register of Deeds upon final plat approval. If no subdivision plat is
recorded for the site, then the O&M Agreement shall be recorded with the county
Register of Deeds so as to appear in the chain of title of all subsequent purchasers.
13. Plats for residential lots that contain SCMs shall include: the specific location of the
SCM on the lot; a typical detail for SCM to be used; and a note that the SCM on the
property has been required to meet stormwater regulations and that the property
owner may be subject to enforcement procedures as set forth in G.S. 143, Article 21
if the SCM is removed, relocated, or altered without prior approval.
14. The O&M Agreement shall be referenced on the final plat and shall be recorded with
the county Register of Deeds upon final plat approval. If no subdivision plat is
recorded for the site, then the O&M Agreement shall be recorded with the county
Register of Deeds so as to appear in the chain of title of all subsequent purchasers.
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
completed Name/Ownership Change form signed by both parties, to the State,
accompanied by the supporting documentation. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the State, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
Page 3 of 4

State Stormwater Permit
Permit No. SW3170302
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
10. 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 as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 27"' day of March, 2017.
for Tracy E. Davis, P.E., CPM
Director Division of Energy, Mineral, and Land Resources
Page 4 of 4

State Stormwater Permit
Permit No. SW3170302
Graham Ventures, LLC
The Ridge at Wesley Chapel
Union County
Designer's Certification
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 Name)
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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
cc: NCDEQ-DEMLR Regional Office
Page 1 of 1

,' DEMLRUSE.ONLY .. .,
D Recei ed
t Fee_Eaid)
PEr 4 Nun be
Applicable Rulbs: I❑ Coastal SW -1995 / ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources ( `
STORMWATER MANAGEMENT PERMIT APPLICATION FORM C"
This form tnay be photocopied for use as ail original G(�S
I. GENERAL INFORMATION
1. Project Name (subdivision, facility,
specifications, letters, operation an(
2. Location of Project (street
-nt name - should be consistent with projecot41e on pla9„ _teo'
agreements, eta); rr—•
co :® own Z U Lull
N �®
O 'w0
DCI\R'LAi'7 Odin i.''�r
STORI.; r,Al -t, t �,,..,, I i i
City:Wesley Chapel 3 Colin
3. Directions to project (from nearest major intersection):
Zip:28079
Head south on Waxhaw Indian Trail Road turn left on Weddington Road (H WY 84), head east
on Weddington Road (HWY 84) for approximately 1 mile, site location on right side of road.
/� v
4. Latitude:35° 00' 27" N U" L-ongitude:80' 40' 45" W .4 of the main entrance to the project.
II. PERMIT INFORMATION: z6D
1. a. Specify whether project is (check one): NNew ❑Modification ❑ Renewal w/ Modificationt
t Renewals vrith modifications also requires SWU-102 - Renetoal Application Forto
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberN/A , its issue date (if known)N/A and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, N/A and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: 20.41 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:N/A
5. Is the project located within 5 miles of a public airport? UNo ILlYe!
If yes, see S.L. 2012-200, Part VI: httl2://12ortal.ncdenr.org/web/ir/rLIles-aiid-repulatioiis
Form SWU-101 Version Oct. 31, 2013 Page I of 7

III: CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Graham Ventures, LLC
Signing Official & Title: Melvin F. Graham, Manager
b.Contact information for person listed in item la above:
Street Address: 8801 Suite A Longview Club Drive
City: Waxhaw State:NC Zip:28173
Mailing Address (if applicable): P.O. Box 78926
Charlotte
Phone: (704 ) 552-5338
Email: [e-mail]
NC zip: 28271
Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: .
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
City:
Phone: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone: ( ) Fax: ( )
4. Local jurisdiction for building permits: Union County Building Code Enforcement
Point of Contact: Tommy Helms Phone #: ( 704 ) 283-3549
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV! - PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater for the site will be treated by two (2) wet ponds that will discharge into a unnamed tributary
stream to Price Mill Creek.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Catawba River basin.
4. Total Property Area: 24.04 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.12 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area4:23.92 acres
Total project area shall be calculated to exclude the follooing the normal ool of impounded structures, the area
between the batiks of streams and rivers, the area below the Narwal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line cony
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 35.7% %
9. How many drainage areas does the project have? 2 (For high density, coat I for each proposed engineered
stornaoater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information, . .
,Drainage Area 7_
Drainage Area 2
Drainage Area
Drainage Area
Receiving Stream Name
Price Mill
Price Mill
Stream Class *
C
C
Stream Index Number *
11-138-2-2
11-138-2-2
Total Drainage Area (so
357,491
415,969
On -site Drainage Area (sf)
357,491
415,969
Off -site Drainage Area (so
Proposed Impervious Area** (so
146,374
175,567
% Impervious Area** total
41.0
42.2
Impervious** Surface Area
Draina>e Area 1
Draina` e Area 2
Draina e AreA _
Draina e Area. "
On -site Buildings/Lots (so
76,895.77
96,757.45
On -site Streets (so
53,582.24
51,952.31
On -site Parking (so
On -site Sidewalks (so
15,896.24
15,875.98
Other on -site (so
Future (so
10,981.35
Off -site (so
Existing BUA*** (so
0
0
Total (so:
146,374
175,567
Stream Class and Index Number can be determined at: http://portal.ncderrr.or veb/zvq/ps/csu/classifications
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 Oct. 31, 2013 Page 3 of 7

***Report only that animmt of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by veto BUA.
1L How was the off -site impervious area listed above determined? Provide documentation. No off -site
impervious is being treated
Projects in Union Countv: Contact DEMLR Central Ojjice staff to check ifthe project is located ivithin a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
\�I�Y�1Y� ILtluLtt►1L1I;1►f �Z�I.'±��i1�iTli�ri G9
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httl2://Vortal.ncdenr.org/web/`wq/­­ws/­su/bnip-iiianual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wg/ws/so/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portaLncdennorg/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. _rx9
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Af-
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
httl2://www.envhelp.org/12aizes/onestol2express.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Jfrrr-
J42
for A4
JkZ
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring -locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHWT' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 06690 Page No: 0798-0800 JL4(
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC �(
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(c).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretarV.state.nc.us/Corporations/­CSoarcli.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/Ir/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:john H. Ross, PE
Consulting Firm: Ea lye Engineering
Mailing Address:2013-A Van Buren Avenue
City:indian Trail State:NC Zip:28079
Phone: [phone] Fax: ( 1
Email:iross©ea Oeon line. net
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete Ibis
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item to) with (print or hype name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
tome, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Porm within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version Oct. 31, 2013 Page 6 of

X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item Ia) _ Melvin F. Graham
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 will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules der l .4 NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: \� 1 Date:
I V h c�. a Notary Public for the State of /Vo' h earo// r74 County of
V0' O n do hereby certify that Melvin F. Graham personally appeared before me this ld day of
(,l?C�l -�91 7, and ackno ledge the due exec Hon o he application for a stormwater permit.
Witness my hand and official seal,
SEAL
My commission expireL�Qcewker- fa,'3041
Form SWU-101 Version Oct. 31, 2013 Page 7 of 7

High Density Residential Subdivisions RECEIVED
Deed Restrictions & Protective Covenances MAR 2 9 2017
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater ManagementcRegulations,
deed restrictions and protective covenants are required for High Density ResidentfaLSubdi0i5ions where
lots will be subdivided and sold and runoff will be treated in an engineered stormvvaterscontrol.f' ilit`y. Deed
restrictions and protective covenants are necessary to ensure that the development maintains`'a` "Wlt=upon"
area consistent with the design criteria used to size the stormwater control facility.
MELVIN F. GRAHAM acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
Each lot will maintain a 301" foot wide vegetated buffer between all impervious areas and surface
waters.
"50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: — V`�� Date:
I, V'rgin M 6 60i-5Q
a Notary Public in the
State of A)or 41 (�a r'o L'n c�_ County of UK) i o n
do hereby certify that Melvin F. Grahame personally appeared
before me this the /o T day of _Marc�n 20 1 7 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
bignOLUMEEEEESPISAk
`P
My Commission expireQ2,, mbar /0 o3c�c?/
O° QO;
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

I Operation & Maintenance Aareement I
Project Name
Project Location
on
The Ridge at Wesley Chapel
Wesley Chapel
n 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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & a
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level Spreader/VFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
O&M tables will
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
1�1=i-L�l�li�J
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
1 �/irai lA�
County of
Mel Graham
Manager / Graham Ventures, LLC
8801-A Longview Club Drive
Waxhaw, NC 28173
704-5525338
[e-mail]
Date: 1b LyIW—
a Notary Public for the State o�fn Oor4f (loyu k'kiA
do hearby certify that /V I e ly)'rl r Grkk( nl
N,
personally appeared before me this / /0 day ofMarc-t , 4017 and
acknowledge the due execution of the/Operations and Mai ten ice Agreement .
Witness my hand and official seal, (� "41,64 � /A
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Version 1.4
My commission
ZMEr
3/13/2017
Page 1 of 5

Wet DetentiomPond Maintenance Requirements .
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important maintenance procedures
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to establish
the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known
set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed to
maintain optimal plant health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ
3/14/2017
Version 1.4 O&M Manual Page 3 of 5

L Wet Detention Pond Maintenance Requirements (Continued) "t )
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or beaver
Use traps to remove muskrats and consult a professional to remove
activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
IContact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
STORM-EZ
3/14/2017
Version 1.4 O&M Manual Page 4 of 5

Wet Detention Pond Desi9n;Summary =
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
POND #1 Permanent Pool El. 592.5 Permanent Pool El. 592.5
Temporary Pool El: 593.5 Temporary Pool El: 593.5
Pretreatment other [:ENo
Clean Out Depth: 4.5 Clean Out Depth: 5.5
than forebay? Sediment Removal El: 588 Sediment Removal El: 587
Has Veg. Filter? Bottom Elevation: 587 Bottom Elevation: 586
WET POND ID FOREBAY MAIN POND
POND #2 Permanent Pool El. 583.5 Permanent Pool El.[:::] 582.5
Temporary Pool El: 584.25 Temporary Pool El: 584.25
Pretreatment other No Clean Out Depth: 4.5 Clean Out Depth: 3.5
than forebay? Sediment Removal El: 579 Sediment Removal El: 579
Has Veg. Filter' No Bottom Elevation: 578 Bottom Elevation: 578
STORM-EZ
3/14/2017
Version 1.4 08M Manual Page 5 of 5

SUPPLEMENT-EZ FORM COVER PAGE A
^r^^m«
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Quantity
I Location(s)
Infiltration System
Bioretention Cell
Wet Pond
2
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
r-
Designer information for this project:
IL
4 r", �.7 � e •. u
Name and Title:
John H. Ross, P.E.
vat 1`r
4z'
Organization:
Eagle Engineering, Inc
o dmr
.p-(.
Street address:
2013-A Van Buren Ave
City, State, Zip:
Indian Trail, NC 28079
Phone number(s):
704-882-1262
-o
Email:
[e-mail]
-
Designer
I;:0FEsslo'
c� SEAL 9�
14959
GINO— ,
Applicant:
Project Name:
The Ridge at Wesley Chapel
Address
Waddington Road (Hwy 84)
City / Town
Union County, NC
Company:
Graham Ventures, LLC
Contact:
Melvin F. Graham
Mailing Address:
8801-A Longview Club Drive
City, State, Zip:
Waxhaw, NC 28173
Phone number(s):
704-552-5338
Email:
[e-mail]
Certification Statement:
I certify, under penalty of law: that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
Si rfature of Designer - that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
!1 the information provided here.
I am aware that there are significant penalties for submitting false
C ( T information including the possibility of fines and imprisonment for knowing
Da violations as well as a report being made to my professional board.
Cover Page 1 11:40 AM 3/14/2017

>.AAJ yT-?,
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2u

., WET POND
The Ridge at Weslev Chapel
THE DRAINAGE AREA _` . .
Drainage area number
1
Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq th
- Parking / driveway (sq ft)
Total surface water area (sq ft)
- Sidewalk (sq ft)
15896 st
Total drainage area (sq it)
357491 at
- Roof (sq ft)
76896 at
BUA associated with existing development (sq tt)
sf
- Roadway (sq ft)
53582 at
Proposed new BUA (sq ft)
146374 st
- Other, please specify in the comment box below (sq ft)
Percent BUA of drainage area
41 %
Total BUA lag ft)
146374 St
COMPLIANCE. WITH THE APPLICABLE STORMWATER PROGRAM'
Stolmwater program(s) that apply (please specfy):
Design ramlall depth (in)
1.0 in
Detention and water quality for applicable agency storm frequencies
Minimum volume required (cu ft)
12468 cf
Design volume of SCM (cu tt)
17790 cf
GENERAL MDC FROM 021-1.1050-
#1 lathe SCM sized to treat the SW from all surfaces at build -out?
Yes
#7 If applicable, with the SCM be cleaned our after construction?
Yes
#2 Is the SCM located on or near contaminated soils?
No
#8 Does the mainetenance access comply with General MDC (8)?
Yes
#3 What are the side slopes of the SCM (H:V)?
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 It the SCM ism a single family lot, does the plat comply with General MDC (10)?
Yes
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
#6 What is the method for dewatering the SCM for maintenance?
Drawdown Orifice
#13 Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROM 02H.1053 - - - _ - _1 _-
#1 Method used
SA/DA
46 Width of the vegetated shelf (feet)
6 It
#1 Surface area of the main permanent pool (square feet)
15254 sf
#6 Location of vegetated shelf
® Normal Pool
#1 Volume of the main permanent pod (cubic feet)
49534 d
#6 Elevation of top of shelf (fmsl)
593 If
#2 Average depth of the main pool (feet)
3.5
#6 Elevation of bottom of shelf (fmsl)
592 ft
#2 Was the vegetated shelf included in the calculation of average depth?
Yes
#6 Slope of vegetated shelf (H:V)
6:1
#2 Elevation of the bottom of the permanent pool (trust)
587 If
#7 Diameter of drawdown orifice (inches)
2.5 in
#2 Elevation of the top of the permanent pool dmsp
54 , $
#7 Drawdown time for the temporary pool (hours)
95 bra
#2 Elevation of the top of the temporarypool (f ns ft
S 93 , S
#7 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
#3 Depth provided for sediment storage (inches)
12 in
#8 Does the pond minimize impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
#4 Are the inlets) and outlet located in a manner that avoids short-circuiting?
Yes
#9 Are bantams proposed?
Yes
#4 Describe any measures, such as berths or battles, that will be taken to improve the flow path:
#9 It yes, is documentation provided per Wet Pond MDC (9)?
No
#10 Is a trash rack or other device provided to protect the outlet system?
Yes
#5 Volume of the torebay (cubic feet)
Tr95
#11 Are the dam and embankment planted in ro n clumping turf grass?
Yes
#5 Is this 15-20 % of the volume in the main pool?
Yes
#11 Species of turf that will be used on the dam and embankment
BERMUDA SOD
#5 Depth of forebay at entrance (inches)
54 in
#11 Describe the planting plan for the vegetated shelf:
#5 Depth of forebay at exit (inches)
54 in
3 SPECIES OFSHALLOW LAND HERBACEOUS PLANS ON UPPER SHELF, AND 3 SPECIES OF SHALLOW
WATER EMERGENT PLANTS ON THE LOWER SHELF
#5 Does water flow our of the forebay in a non -erosive manner.)
Yes
#5 Clean -our depth for forebay (inches)
12 in
#5 Will the forebay be cleaned out when the depth is reduced to less than the above?
Yes
ADDITIONAL INFORMATION,'�:
Please use this space to provide any additional information about this wet pond that you think is relevant to the review:
1111t UHAINAUh AHtp
Wet FlPf8inage area number
1:36 PM 3/14/2017

-- WETPOND 4- 7,
The Ridge at Wesley Chapel
Total coastal wetlands area (sq ft)
- Parking / driveway (sq ft)
Total surface water area (sq ft)
- Sidewalk (sq ft)
15876 sf
Total drainage area (sq ft)
415969 sf
- Roof (sq h)
96757 of
BUA associated with existing development (sq ft)
- Roadway isq tt1
51952 sf
Proposed new BUA (sq ft)
175567 sf
- Other, please spec8y in the comment box below (sq ft)
10981 sf
Percent SUA of drainage area
42%
Total BUA (sq f[
1755 7 s
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM. -' - -
Stortnwaterprograms) that apply (please specify):
Design rainfall depth (in)
1.0 in
Minimum volume required (cu ft)
14901 cf
Design voume o M cu
17133 cf
GENERAL MDC FROM 02H.1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
I Yes
1#7 If applicable, with the SCM be cleaned our after corstmction?
Yes
#2 Is the SCM located on or near contaminated soils?
No
#8 Dims the mairetenance access campy with General MDC (8)?
Yes
#3 What are the side slopes of the SCM (H:V)?
3:1
#9 Does the drainage easement comply with General MDC (9)1
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)9
Yes
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)?
Yes
#11 Is there an 08M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an 06M Plan that complies with General MDC (12)?
Yes
#6 What is the method for dewatering the SCM for maintenance?
ra own ri ice
413 Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROM 02H.1053-
#1 Method used
SA/DA
46 Width of the vegetated shelf (feet)
6 tt
#1 Surface area of the main permanent pool (square feet)
21175 sf
#6 Location of vegetated shelf
Normal Pool
#1 Volume of the main permanent pool (cubic feet)
65634 cf
46 Elevation of top of shelf (fmsq
584 h
#2 Average depth of the main pool (feet)
3 It
#6 Elevation of bottom of shelf (fmsl)
583 ft
#2 Was the vegetated shelf included in the calculation of average depth?
Yes
#6 Slope of vegetated shelf (H:V)
6:1
#2 Elevation of the bottom of the permanent pool (fmsq
#7 Diameter of drawdown orifice (inches)
3.0 in
02 Elevation of the top of the permanent pool (fmsq
#7 Drawdown time for the temporary pool (hours)
76 has
#2 Elevation of the top of the temporary pool (fmsl)
y.
#7 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
#3 Depth provided for sediment storage (inches)
12 in
#8 Does the pond minimize impacts to the receiving channel from the 1-yr, 24-hr store?
Yes
#4 Are the inlet(s) and outlet located in a manner that avoids stlrr-circuiting?
Yes
k9 Are fountains proposed?
No
#4 Describe any measures, such as Berns or baffles, that will be taken to improve the flow path:
#9 If yes, is documentation provided per Wet Pond MDC (9)1
#10 Is a trash rack or other device provided to protect the outlet system?
Yes
#5 Volume of the forebay (cubic feet)
15185
#11 Are the dam and embankment planted in nonclumping turf grass?
Ves
#5 Is this 15.20'/o of the volume in the main pool?
Yes
#11 Species of turf that will be used on the dam and embankment
BERMUDA SOD
#5 Depth of forebay at entrance (inches)
60 in
#11 Describe the planting plan for the vegetated shelf:
#5 Depth of forebay at exit (inches)
60 in
3 SPECIES OF SHALLOW LAND HERBACEOUS PLANTS ON UPPER SHELF, AND 3 SPECIES OF SHALLOW
WATER EMERGENT PLANTS ON THE LOWER SHELF
#5 Does water flow out of the forebay in a non -erosive manner?
Yes
#5 Clean -out depth for forebay (inches)
12 in
#5 Will the forebay be cleaned out when the depth is reduced to less than the above?
Yes
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this at pond that you think is relevant to the review.
Future Amenity area was inculded as 'other' in the BUA breakdown
Wet Pond 2 1:36 PM 3/14/2017