SW3170404_Application_20170417

Transmittal Project #: 16-039
MC2
Mc
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400 Date: 4/13/17
ENGINEERING Charlotte, NC 28262
Phone [phone]
Fax [phone]
Jeff@ Mc2eng.com
To: NCDENR-Stormwater ❑ For Your Information
512 N. Salisbury St, 9th Floor ❑ As Requested
Raleigh, NC 27604 1/ For Your Approval
Attention: Stormater Permitting Unit ❑ For Your Review
919.807.6300
Project: Laurelwood Subdivision
Copies Dated Description
2 SWU 101 Application
1 Stormwater Calculations
1 Supplement Forms
2 Construction Documents
1 Permit Review fee of $505
Comments: Let me know if you need any additional information.
CC:
II APR 1721111
Jeff re, D. MbClus ey, P.E. A. Rist,uRCEs
President 401 68:
BUFFER
s� PERMITTING
P:\16-039 Laurelwood\Correspondence\Transmittal\NCDEQ.doc

Pr
DEMLR USE ONLY
Date Received r F e Paid Perm umb r s
• `�W-2008C'Ph I�Construct on
Applicable Rules: ❑�oastal SW-1995Coasta)-S
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
State of North Carolina }{lGM DF.i8451T•/
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Laurelwood Subdivision
2. Location of Project(street address):
Natalie Commons Drive
City:Denver County:Lincoln Zip:28037
3. Directions to project(from nearest major intersection):
From the intersection of NC 73 and NC 16 (Business)head north on NC 16 Business for 2.6 miles and turn
left onto Natalie Commons Drive. The Development is on the left(south side)of Natalie Commons past Lake
Norman Lutheran Church
4. Latitude:35°28'54"N Longitude:-80°59'50"W of the main entrance to the project.
3S. 'FYI 7 iiv•Q492-
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): New ❑Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SW1.I--102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date (if known) ,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, 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:18.37 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 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:
5. Is the project located within 5 miles of a public airport? NNo nYes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page 1 of 6

Is 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:Shinnville Ridge Partners,LLC
Signing Official&Title:Court Anne Sloan-Member
b.Contact information for person listed in item la above:
Street Address:20607 Bethel Church Road
City:Cornelius State:NC Zip:28031
Mailing Address(if applicable):
City: State: Zip:
Phone: (704 ) 778-8994 Fax: (
Email:chad©sloandevelopment.com
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:
City State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
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:
City: State: Zip:
Phone: ( ) Fax: (
Email:
4. Local jurisdiction for building permits:Lincoln County-Zoning Administrator
Point of Contact:Randy Hawkins Phone#: (704 ) 748-1507
Form SWU-101 Version Oct.31,2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
The proposed subdivision will be completed in 2 phases with the proposed temporary sediment basin being
converted to the permanent wet pond after the construction of the subdivision is complete and the site is
stablized. All of the runoff is directed towards the wet pond for treatment.
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:
n Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the Catawba River basin.
4. Total Property Area:19.24 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4) -Total Coastal Wetlands Area(5) -Total Surface Water Area(6) =Total Project
Area': q.2k acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NIIW)line or Mean High Water
(MHW) line,and coastal wetlands landward from the NHW(or MIEN)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHIN(or MHN)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =50.72
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the followmg 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 1 Drainage Area_ Drainage Area_ Drainage Area
Receiving Stream Name Forney Creek
Trib
Stream Class * C
Stream Index Number* 11-119-2-3
Total Drainage Area(sf) 771,883
On-site Drainage Area(sf) 713,321
Off-site Drainage Area(sf) 58,562
Proposed Impervious Area**(sf) 424,983
% Impervious Area**(total) 55.06
Impervious"*Surface Area Drainage Area 1 Drainage Area Drainage Area_ Drainage Area
On-site Buildings/Lots(sf) 284,000
On-site Streets (sf) 90,782
On-site Parking (sf) 35,500
On-site Sidewalks (sf) 0
Other on-site (sf) 8,500 _
Future (sf) 0
Off-site (sf) 6,201
Existing BUA***(sf) 0
Total (sf): 424,983
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/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 6

***Report only that amount 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 new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.Based on the
surveyed road area and topography. A drainage area map was then created based on what comes on-site.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600
V. SUPPLEMENT AND O&M FORMS
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 http.//portal.ncdenr.org/web/wq/ws/su/bmp-manual.
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/wq/ws/su/statesw/forms_docs. 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://portal.ncdenr.org/web/wq/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 from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. CP"
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M E{
il
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to ATM!
http://www.envhelp.org/pages/onestopexpress.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 for f4b/'1
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the aPitl
receiving stream drams to class SA waters within 1/2 mile of the site boundary,include the 1
mile radius on the map.
7. Sealed,signed and dated calculations (one copy). G7Pl'l
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: 4"1"
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).
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify WA
elevations in addition to depths)as well as a map of the boring locations with the existing LJ..i-t.•4
elevations and boring logs.Include an 8.5"x11"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 verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:2643;2643 Page No:504;494 4-111
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC 41>04
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(e).
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.secretary.state.nc.us/Corporations/CSearch.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://portal.ncdenr.org/web/lr/state-
stormwater-forms docs.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: Jeffrey D.McCluskey
Consulting Firm: Mc2 Engineering,Inc.
Mailing Address: 2110 Ben Craig Drive,Suite 400
City: Charlotte State: NC Zip: 28262
Phone: ( 704 ) 510-9797 Fax: ( )
Email. [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information,item 2 has been filled out, complete this
section)
I, (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 1a) with(print or type 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 6

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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
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operatmg 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.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information,item la) Court Anne Sloan
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 under 15A NCCAC 2H.1000 and any other applicable state stormwater
requirements.
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Form SWU-101 Version Oct. 31,2013 Page 6 of 6

. - !
High Density Residential Subdivisions
Deed Restrictions & Protective Conveyances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, _Court Anne Sloan , 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_4,500 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:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front 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.
7. Each lot will maintain a 30**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

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High Density Residential Subdivisions
Deed Restrictions & Protective Conveyances
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Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Operation & Maintenance Agreement
Project Name: LaurelwoodSubdivision _ .- -_ _- - _ __` _ .L - : _
Project Location: Natalie Commons Drive, Denver; NC
- - Cover Page 1
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired,or replaced immediately. These
deficiencies can affect the integrity of structures,safety of the public,and the pollutant removal efficiency of the BMP(s).
The BMP(s)on this project include(check all that apply&corresponding O&M tables will be added automatically)
Bioretention Cell Quantity: • Location(s): . -
Dry Detention Basin Quantity. Location(s): , - -
Grassed Swale Quantity. Location(s): - •
Green Roof Quantity Location(s): - - - - - _
Infiltration Basin Quantity. Location(s):
Infiltration Trench Quantity: Location(s):
Level Spreader/VFS Quantity- Location(s):
Permeable Pavement Quantity: Location(s).
Proprietary System Quantity Location(s): -
Rainwater Harvesting Quantity: . Location(s) , -
Sand Filter Quantity Location(s): `
Stormwater Wetland Quantity Location(s): .
Wet Detention Basin Quantity. --1 Location(s): Back of Property between 2 roads -
Disconnected Impervious Area Present: No Location(s): .
User Defined BMP Present No Location(s):_ -
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: Court Anne Sloan -
Title&Organization: Member,Shinnville Ridge Partners;-LLC- • - - --- -- - -
Street address: 20607 Bethel Church Road _
City,state,zip: Cornelius, NC 28031'
Phone number(s): 704-778-8994
Email: [e-mail]
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acknowledge the due execution of the 0per-tions and Maint-a-.ce A.reement.
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STORM-EZ 4/11/2017
Version 1.4 O&M Manual Page 1 of 4

I Wet Detention Pond Maintenance Requirements i
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 4/11/2017
Version 1.4 O&M Manual Page 2 of 4

1 • Wet Detention Pond Maintenance Requirements(Continued) I
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 Use traps to remove muskrats and consult a professional to remove
beaver 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 Contact 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.
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Version 1.4 O&M Manual Page 3 of 4

• i �
• Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
1 Permanent Pool El. 794.5 Permanent Pool El. 794.5
Temporary Pool El: 794 67 Temporary Pool El: 794.67
Pretreatment other Clean Out Depth 2 Clean Out Depth: 5
than forebay? No Sediment Removal El: 792.5 - Sediment Removal El. 789 5
Has Veg.Filter? Yes Bottom Elevation: 792 Bottom Elevation 789 -
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Version 1 4 O&M Manual Page 4 of 4

LIMITED LIABILITY COMPANY ANNUAL REPORT
•
NAME OF LIMITED LIABILITY COMPANY: Shinnville Ridge Partners, LLC
SECRETARY OF STATE ID NUMBER: 1348485 STATE OF FORMATION: NC Filing Office Use Only
E-Filed Annual Report
1348485
REPORT FOR THE YEAR: 2016 CA201636400966
12/29/2016 02:39
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1.NAME OF REGISTERED AGENT: Tennent, Edward
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3.REGISTERED OFFICE STREET ADDRESS&COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
20607 Bethel Church Rd 20607 Bethel Church Rd
Charlotte, NC 28031-7015 Mecklenburg County Charlotte, NC 28031-7015
SECTION B: PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: real estate company
2.PRINCIPAL OFFICE PHONE NUMBER: 7049950086 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4.PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5.PRINCIPAL OFFICE MAILING ADDRESS
20607 Bethel Church Rd 20607 Bethel Church rd
cornelius, NC 28031-7015 cornelius, NC 28031-7015
SECTION C: COMPANY OFFICIALS(Enter additional Company Officials in Section E.)
NAME: Court Anne Sloan NAME NAME:
TITLE: Member TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
20607 Bethel Church rd
Cornelius, NC 28031
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Court Anne Sloan 12/29/2016
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of this form
Court Anne Sloan Member
Pnnt or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO Secretary of State, Corporations Division, Post Office Box 29525, Raleigh,NC 27626-0525