SW8060509_CURRENT PERMIT_20200824

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 og
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo Zo o g Z.c�
YYYYM M D D

DEMLR USE ONLY
Date Receiver_' Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW
- 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- FIQW/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
This form may be photocopied for nse as art original
L 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.):
Summerhouse on Everett Bay
2. Location of Project (street address):
NCSR 1534
City:Holly Ridge County:Onslow Zip:28445
3. Directions to project (from nearest major intersection):
From intersection of US 17 and NC 50; go North on US 17, turn right onto Sound Road then left onto
Holy Ridge Road. The project is on the right.
4. Latitude:34° 29' 47" N Longitude:77° 30' 06" W of the main entrance to the project,
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneroals With modifications also requires SWU-102 - Reneroal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 060509 , its issue date (if known)August 7, 2012 and the status of
construction: El 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: 3.7 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? ®No
If yes, see S.L. 2012-200, Part VI: http:1/12ortal.ncdenr.ore/web/lrlrules-a
Form SWU-101 Version Oct. 31, 2013 Page I of

Ill. CONTACT INFORMATION
I. 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/Organ ization:Summerhouse on_liverett Bay Homeowners Association, Inc.
!
Signing Official & Title:Griff Garner, President P t "rzA r
b.Contact information for erson listed in it 1a above-
-A._,, -111
�-�
Street Add
City: W
.Mailing Address (if applicable):Same
City:
Phone: (910 ) 256-2021
Email: riff arner©suddentinkmail.com
NC 7_ip:28403
State:
Fax: ( )
.Zip:
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 belong,)
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 iocated.on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State:
State: .dip:
Fax: f 1
4 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:Grift Garner
Signing Official & Title:President HOA
b`
b.Contact information for person listed in item 3a above:
Mailing Address:297 Spicer Lake Drive
City:l-lolly Ridge _ State:NC Zip:28445
Phone: (252 ) 355-461.0 Fax: ( }
Email:griffZarner®suddenlinkmait.com
4. Local jurisdiction for building permits:
Point of Contact:
Dorm SWU-I01 Version Oct. 31, 2013
Phone #:
tzI V}
a
JUN 15 2017
Page 2 of 6 8Y:

IV. PROJECT INFORMATION
1. In the space provided below, hL!e& summarize how the stormwater runoff will be treated.
Overall low density with areas of collection systems that are treated by wet detention basins and
constructed wetlands.
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 11- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:476.5 acres 5. Total Coastal Wetlands Area: N/A acres
6. Total Surface Water Area: N/A acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:476.5 acres
+ Total project area shall be calculated to exclude the foltozvirrgg the norrrtaI pool of intpounded structures, the area
between tire banks of streatrrs and rivers, the area below the Norrual Higlr Water (NHW) line or Mean High Water
(MHW) litre, and coastal wetlands landward flour the NNW (or MHW) litre. The resultant project area is used to
calculate overall percent built upon area (BUA). Norr-coastal rvetlarrds latrdzvard of flee NHW (or MHW) litre )nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 30
9. How many drainage areas does the project have?5+1 (For high density, corwt I for each proposed engineered
stornrrvater SMI". For low density and other projects, rise 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.
Drainage Area
Drainage Area _
Drainage Area
Receiving Stream Name
Stream Class *
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (so
Proposed Impervious Area** s
% Impervious Area** total
Im ervious" Surface Area
Drainage Area _
Drainage Area _
Draina e Area
Drainage Area
On -site Buildings/ Lots (so
On -site Streets (so
On -site Parkin (sf)
On -site Sidewalks (so
Other on -site (so
Future (so
Off -site (sf)
'
Existing BUA*** (so
Total (sf):
* Stream Class and Index Number call be determined at: lrttp://portal.riedenr.or/`rveb/wg&s/csu/classifcatiorrs
" byervious area is defined as the brtilt upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only flint amount of existing BUA that will renrain after development. Do not report any existing BUA that
is to be removed and wlriclr will be replaced by new BUA.
Form S W U- 10 1 Version Oct. 31, 2013 Page 3 of 6

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11. Flow was the off -site impervious area listed above determined? Provide documentation.
Previous Permit Forms
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species ityatershed that may be subject to more stringent stormwater requirements as per 15A h'CAC 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 13MP specified for this project. The latest versions of the forms can be downloaded
from littn://nortal.ncdenr,ore/web/wn/ws/su/bmv-manual.
Vl. 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/­W5Zsu/statesw/foryns does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office maybe found by locating project on the
interactive on line map at htt ortal.ncdenr.or web w 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 M UST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdeiir.org/web/­wq/­ws/su/statesw/­forms docs,
Ini 'als
1. Original and one copy of the Stormwater Management Permit Application form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 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 ,✓
litt www.envhel .or a es onesto ex ress.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/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 04
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). A114
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: J✓!k
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 batiks of streams and rivers, the MHW or NHW lin . V
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation o ip�e 2
structures, the banm batiks of streams or rivers, and the MHW (or NHW) of tida at ++
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. gY;
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 S W U-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHW'r elevations (Please identify po
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"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infittration 13MPs, 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: Page No: ttrlh
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC uIk
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 21-1.1003(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.
htt .ice: / / www.secretary.stateahc. 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
13UA 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 littp:/112orta1.ncdenr.orgZweb/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 white 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 Iisted
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 Engineerjason A. Houston, PE
Consulting Firm: Parker & Associates, Inc. mm
Mailing Address:306 New Bridge Street
City: lacksonviIle State:NC Zip:28540
Phone: (910 ) 455-2414 _ Fax: (910 L 455 3441. _
lama i l:paitextObizec. rr.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, iten! 2 has been filled out, connplete this
section)
1, (print or type nante of person listed in Contact Information, itenn 2a) - , certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact lnfornnationn, itenn 1a) with (print or type nanne of organization listed in
Contact Information, items 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.'W.
MAR 0 2 201?
BY:
Form SWU-101 Version Oct. 31, 201) Page 5 of

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 DENILR Storniwater 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 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.
Signature: Date:
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 sea]—..
SEAL
My commission exp
X. APPLICANT'S CERTIFICATION
1, (print or type unine ofterson listed in Contact infornintion, item M) GriffGarner
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 stormw ter rules uncle 7 A NCAC 2H A000 and any other applicablestate storm ater i�quirements.
Signature, Date: 4
a Notary Public for the State of County of
do hereby certify that ,;,_,_lJ ! n f-F personally appeared
before me thisp/6)day of _L� �� and ac nowledge he du exec aif the application for
a stormwater permit. Witnessmyhand nd official seal,
.E�Pires �' �,°F ,Y P
_ Z �v
dP
dV
SEAL,
My commission expires
F
MAR 4 2 20�?
Sy:
Form SWU-101 Version Oct. 31, 2013 Pa- 6 ot'6

,}
A
Permit No.
(to be provided by DWQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This fornr may be photocopied for rue as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 21-1 .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 21-1 .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Summerhouse on Everett Bay Homeowners Association, Inc.
Contact Person: Amon McCormack, Jr.- President Phone Number: ( 704 )564-2611
Number of Lots:1029 Allowable Built Upon Area (BUA) Per Lot*:See Attached Table
Number of Dwelling Units Per Acre":
Low Density Development (check one): ® wilhout curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase 11 Post -Construction (non -SA) only)
11. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects.(http:llh2o.enr.state.ne.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where: EC E OVEN,
• SA Site Area - the total project area above Mean High Water. APR 2 6 2012
• DF Density Factor - the appropriate percent built upon area divided by 100.
BY:
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other .Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots •- the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW40I-Low Density-Rev.3-2/10/09 Page I of 5

Calculation:
For uniform lot sizes:
SA: ft2 x DF: — RA: ft2 — (OA: ft2 = BUA per Lot = ft2
(No of Lots: }
For non -uniform lot sizes:
a. (SA: 20759156 ft2 x DF: 24/100) — (RA: 961561 ft2) — (OA: 444270 ft2) = Total allowable lot BUA =
3576366 ft2
b. Total 13UA from lot listing: 3 383,300sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. 11' additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdse/pfds/
Tghle l . Swale de -don information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
(%)
Val[ow
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
E
EIVEE:'•t
lb
AOKI
i a 7np
17
V
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 5

,r
IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDINR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay rMal
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated 'an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met
then iustif cation must be attached. Only complete items n through p for projects with curb outlets. .
Page/Plan
Initials Sheet No.
Plans a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer, adjacent surface waters is provided.
�'- N/A b. tFor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
NIA c. tFor Phase 11 Post -Construction projects: All built upon area is located at least 30 feet landward of
all perennial and intermittent surface waters.
Appendix d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior, to the sale of any lots.
M4' SW401 e. Built upon area calculations are provided for the overall project and all lots.
' + _ NIA f Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Plans g. Side slopes of swales are no steeper than 3:1; or no steeper than.5:1 for curb outlet swales.
U_*� Plans h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations for
shear stress and velocity are provided if slope is greater than 5%.
' NIA i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
NIA j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
ZW NIA k. Swale detail and permanent vegetation is specified on the plans.
M NIA 1. Swale, detail provided on plans; includes grass type,(s) for permanent vegetative cover.
&V Plans m. Swales are located in recorded drainage easements.
#,fit NIA. n.fit Length of Swale or vegetated area is at.least 100 feet for each curb outlet.
NIA o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).�
NIA p.tt Curb outlets direct flow to a swale or vegetated area.
11
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may regtp additlonr,
il b fifer .
By.
Form SW401-Low Density-$ev.3-2/10/04 Page 3 of 5

V. `SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Summerhouse On Everett Bay Home Owners Association Inc.
Amon McCormack, Jr.- President
Address: 3129 S rin bank Lane Charlotte NC 28226
Phone: [phone] Date:
G
Signature: s�Dp.✓y--
Note: The legally responsible party should not be a ho me46ners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, VIIIIA U Z. f-i/ TL L'" S( , a Notary Public forythe State of NC County of
C2/P$XZA9'5 do hereby certify that 411jp�! c I�DiQ//`1diC� ,1 personally appeared before me this _
day of and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
C*141,e� .
Notary signature
WM L. WWW
11aary Wft
Cabenu CoVOY
11"Cad"
my Coslmmlduka Exom Sep 12, 2019
My commission expires ?// C6 /O
FETE
APR 2 B 2012
BY:_
Form SW401-1_ow Density- Rev. 3-2/10/09 Page 5 of 5

rittY01 t37tiIIdY.�
Gros At qua follp3 aesElYHm3 tm
MJ

NO Density Residential Subdivisions
Deed Restrictions & Protective Covenances
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, -I ^ c f1 e f' , acknowledge, affirm and agree by my signature below, that I will
cause the foiloWing deed restrictions and covenants to be recorded prior to the sale of any lot:
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 anagement Regulations.
2. The State of North Carolina is made a benehclary 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 tot, in square feet, is as listed below:
Lot # BUA LoIg BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the tot property boundaries, and
that portion of the right-ot way between the front tot 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.
a. 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. tots that will naturally drain into the system are
not required to provide these additional measures.
ECEOVE
Form DRPC-3 Rev.2 05Nov2009 Pagc 1 of2 JUN 15 2017
BY.

0
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: Date: G 7
1, ILt!-Z-, , a Notary Public in the
State of [. , County of j
do hereby certify that e7 —4 v vr ersonaliy appeared
before me this the _day of a&L 20 1f _.41 acknowledge
tick �� yy�� ►
the due ex ution of the foregoing instrument. Withess my hand and �4�PMedl;'E4
ig ature U
r z 0U
My Com ' sion expires 4rk""k CJG0`��+
ECEIVE
JUN 15 2017
BY:
Form DRPC7.3 Rev.2 05Nov2009 Page 2 of 2

LOTS
BUA
1-92
4,500
93-277
3,800
278-620
4,500
621-831
3,800
832-1017
4,500
1018
3,200
1019-1029
4,500
ECEOVEFITR
J U N 15 2017 j
av: SWYOWSO�

Permit No. 6,60 D ` � '(.29
r^ (to be Provided by DWD)
O G
NCDENR Q
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
t. PROJECT INFORMATION
Project name Summerhouse on Everett Bay
Contact person Carl C Huddle, PS
Phone number f252-633.2424
Date 31,1u1-09 I
Drainage area number ISpicer Lake
9M INJ male
II. DESIGN INFORMATION
Site Characteristics
Drainage area 6,283,1&3jry� Isla I p ,
Impervious area, post -development —�}58. Q9jryx 1t�i x0t Jew. � ! l t91 1 -j
% Impervious -A-F % 11
Design rainfall depth 1.0in
Storage Volume: Non -SA Waters
Minimum volume required
_ _
263,070lft3
OK
Volume provided
1,220,6761 ff'
Storage Volume: SA Waters
•
I
OK, volume provided is equal to or in excess oivolume required.
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
{ft3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
_
N (Y or N)
A U G 0 6 009
1-yr, 24-hr rainfall depth
3.7;in
Rational C, pre -development
0.35I (unitless)
Rational C, post -development
0.591(uni0ess)
BY;
Rainfall intensity: 1-yr, 24-hr storm
5,95i inthr
OK
Pre -development 1-yr, 24-hr peak flow
310.00 ft'Isec
Post -development 1-yr, 24-hr peak flow
510.00 folsec
PretPost 1-yr, 24-hr peak flow control
200.00 ft3lsec
Elevations
Temporary pool elevation
1$.0Olfmsi
Permanent pool elevation
17.001 fmsl
SHWT elevation (approx. at the perm. pool eleva5on)
17.00i fmsl
Tap of 1Oft vegetated shelf elevation
17.001fmsl
Bottom of I Oft vegetated shelf elevation
16.00! fmsl
Data not needed for calculation option #1, but OK if provided.
Sediment cieanout, lop elevation (bottom of pond)
10.25; fmsl
Sediment cteanout, bottom elevation
8.001fmsl
Data not needed for calculation option #1, but OK if provided.
Sediment storage provided
2. 55 ft
Is there additional volume stored above the state -required temp, pool?
N i (Y or N)
Elevation of the top of the additional volume
1 i fmsl
•
Form SW401-Wet Detention Basin-Rev.6-2r20109 Parts I, d II. Design Summary. Page 1 of 2

Permit No. 15�� OU - _ � Y
(to be provided by OWQ)
!I. DESIGN kNFORMATION
Surface Areas
Area, temporary pool 1,238,7411ft
Area REQUIRED, permanent pool 119,380 ft
SAIDA ratio 1.9 flunitless)
Area PROVIDED, permanent pool, Awmw I 1,202,610iile OK
Area, bottom of 1 Oft vegetated shelf, As„ ,hg 1 1,101,761, if
Area, sediment cleanout, top elevation (bottom of pond), A„ c p,,,, I 776,668� it`
Volumes __
Volume, temporary pod 1,2Z, 76IIft
Volume, permanent pool. Vp.._pw 8,714,253' ft3
Volume, forebay (sum of forebays if more than one forebay) 756,122j fP
Forebay °% of permanent pool volume 8.7% e%
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainfPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V,._pw
Area provided, permanent pool, Ape1f _,.
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? {See Figure 10-2b)
Area provided, permanent pool, Ate,,, -pm,
Area, bottom of 1Oft vegetated shelf, Ah,, � d,
Area, sediment deanout, top elevation (bottom of pond), Ab,_p d
O 'Depth' (distance bIw bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, dr, (Round to nearest 0.5ft)
Drawdown Calculatlons
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Hj
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre-deveopment 1-yr, 24-hr peak flow
Post -development 1 •yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
Form SW401 Met Detenbon Basin-Rev.6-2J20109
Y (Y or N)
N '(YofN)
1.90 (unitiess)
Y i(YorN)
I 8,714,253i,ft'
} 1,202,610;ft`
6.00i ft
7.0ift
N (Y or N)
ft`
I fi`
r
Iftz
i ,ft
1 oft
'ft
Y _�(YorN)
6.25i in
inz
0 W (uni0ess)
0.33 �ft
N ' (Y or N)
1(unihess)
'(unitless)
;R
' 'ft
310,00WIsec
510.0010sec
j 0.62WIsec
5.00jdays
OK
Insufficient forebay volume. • pona ar s 4 Y Rt v o,*J
S.Zt
• Forcbay is gre�tpr
+M4„ ao% o4
Volume
OK
OK
OK
OK
OK
OK
OK, draws down in 2-5 days.
OK, drawdown time is correct.
4i:1
OK
101:1
OK
10.O, It
OK
30
OK
2.0i:1
OK
Y (Y or N)
OK
i 1A'ft
OK
I N (Y or N)
OK
Y I(Y or N)
OK
Y '(Y or N)
OK
'Mobile Pump Set Up
I.9n, CQ911 Amery, Pate 2 d R
D
AUG 0 6 2009
DWQ
PROJ #

+ I .
Permit Number:5yo0 ob ma�oq moU
O(to be provided by D[VQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Summerhouse on Everett Bay Onslow County, NC
BMP drainage area number: I 5?kCMLAr E
Print name: Randy Allen
Title: President IP
Address: 3129 Springbank Lane, Suite 200, Charlotte, NC 28226
Phon
Sign
Date
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, rA 0� 0 2nL t S ni , a Notary Public for the State of
N� r Cr��l oryl, County of �}Q�QQn���., a, , do hereby certify that
2,404 A Lug ,j personally appeared before me this .31 Jsr
day of !j_L'_L , Zo , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
J L�
. • Nancy J. Mamson
�} Notary Puolic
F- Mecklentrusg County, NC
a �xp.tes: Sept- 24, 2010
SEAL
My commission expires 9
Form SW401-Wet Detention Basin O&M-Rev.4
AUG 0 6 2009
DWQ
PROJ #
Page 4 of 4
I-Ak

i Permit
r+4� (to be provided by OWQ)
a
��� OaO� W AT�RQG
NCDENR a Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This torm must be filled out. pnirted and submitted.
The Required Items Checklist (Pail 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Summerhouse on Everett Bay
Contact person Carl C. Huddte, PE
Phone number 252-633-2424
Date '30-Jul-09 ]
Drainage area number (Katydid Loop
Site Characteristics
Drainage area
Impervious area, post -development
%impervious
Design rainfall depth
Storage Volume: Non•SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr. 24-hr runoff
Post -development 1-yr. 24-hr runoff
Minimum volume required
Volume provided
Peak flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1 -yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrefPost 1-yr, 24-hr peak flow control
Elevations
Temporary pod elevation
Permanent pool elevation
SHWT elevation (approx. at the perm, pool elevation)
Top of tOft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Farm SW401-Wet Detertlor Ba5ir-Rev.6-2/20109
r 848,T57,fC
569, 351 ' e
67,08 %
1,0;in
- 46, 3381 ft�
} 85,803� fl3
-' e
ft3
1ft1
0 ft'
fo
i
N I (Y or N)
Z
OK
OK, volume provided is equal to or in excess of volume required.
I 3.7;in
0.351(uniness)
0.71, (unidess)
5.95`,infhr OK
41.00 ftslseC
82.30 ft)lsec
41,30 ftl/sec
18.001 fmsl
17-001lmsl
i 17.0Whsl
17.00; fmsl
16.001fmsl
12.50; fmsl
11.00 fmsl
1.50 ft
N i(YorN)
fmsi
AUG 0 6 2009
M.
Data not needed for calculation option 41, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
Pens i. 8 II. Design Summary, Page 1 of 2

•.i
Permit No.zjL,�s %G_qg aO� , 0
(to be provided by DWO)
11, DESIGN INFORMATION
Surface Areas -
Area, temporary pod
20543I ft?
Area REQUIRED, permanent pool
56,867 W
SAIDA rate
6.701(unitless)
Area PROVIDED, permanent pool, A,._"
81,1221W
OK
Area, bottom of 10ft vegetated shelf, Ab,(_"
67,250 ",
Area, sediment deanout, top elevation (bottom of pond), Aw�ya,,
I 28,302,ft`
Volumes
Volume, temporary pool
85,8031 ft3
OK
Volume, permanent pool, Vp, Pw
j 279,078i ft3
Volume, forebay (sum of forebays if more than one forebay)
66,224) ft3
Forebay % of permanent pool volume
23.7% %
Insufficient forebay volume.
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Y I(Y or N)
Mountain/Piedmont SAIDA Table Used?
N '(Y or N)
SAIDA ratio
6.70 (unitless)
Average depth (used in SAIDA tabie):
Calculation option 1 used? (See Figure 10-2b)
_
r �Y T �(Y or N)
Volume, permanent pool, Vp,r,-,,,
279,078 ft'
OK
Area provided, permanent poof. A,�_,,d
811122ift`
OK
Average depth calculated
3,501ft
Check calculation,
Average depth used in SA1DA, dN, (Round to nearest 0.5h)
3.5;ft
OK
Calculation option 2 used? (See Figure 10-2b)
I N ;(Y or N)
Area provided, permanent pool. Awm_pw
ft
Area, bottom of 1 Oft vegetated shelf,
Area, sediment deanout, top elevation (bottom of pond). Am p,,,,
j {�
"Depth' (distance blw bottom of 1Oft shelf and top of sediment)
'ft
Average depth calculated
-ft
Average depth used in SA1DA, dn, (Round to nearest 0.5ft)
;ft
Drawdown Calculations
Drawdown through orifice?
Y _ ?(Y or N)
Diameter of orifice (it circular)
3.001 in
Area of orifice (if -non -circular)
;in'
Coefficient of discharge (Co)
0.601(unitiess)
Driving head (Ha)
i 0.331ft
Drawdown through weir?
N 1(Y or N)
Weir type
}(unitless)
Coefficient of discharge (C.)
;(unidess)
Length of weir (L)
ft
Driving head (H)
i Ift
Pre-devetopment 1-yr, 24-hr peak flow
41.00jg31sec
OK
Post -development 1-yr, 24-hr peak flow
82.30431sec
OK
Storage volume discharge rate (through discharge orifice or weir)
0.01;Osec
Storage volume drawdown time
3.501days
OK, draws down in 2-5 days.
OK, drawdown time is correct.
Additional Information
Vegetated side slopes
411;1
OK
Vegetated shelf slope
101:1
OK
Vegetated shelf width
10.0ift
OK
Length of flowpath to width ratio
31:1
OK
Length to width ratio
201:1
OK
Trash rack for overflow & orifice?
Y ;(Y or N)
OK
Freeboard provided
1.0ift
OK
Vegetated filter provided?
N '(Y or N)
OK
Recorded drainage easement provided?
Y 1(Y or N)
OK
Capures all runoff at ultimate build -out?
i Y (Y or N)
OK
®
Drain mechanism for maintenance or emergencies
:Mobile Pump Set Up
Form SW401-Wet Detention Basin-Rev.6-21 M Parts I, 9 II. Design Summary, Page 2 of 2

0
0
e
Permit Number;' IV3 S L(p PS�rROD
(to be provided by DIVQ)
I acknowledge and agree by my signature below that l am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project natne: Summerhouse on Everett Bay. Onslow County, NC
BMP drainage area number: 2 4eAT-1 DI ID _
Print name: Randy Allen
Title: President, R.A_AC)92EYt � ,j�Lc�PmaU�7 TZi�iC.
Address: 3129 Springbank Lane, Suite 200, Charlotte, NC 28226
Phone:
Signatl
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.
1, �� ,cA,� �Y1r� 22 S .n-- , a Notary Public for the State of
Nv r1 CA CLoj I n!3 , County of M12C �l 5 , do hereby certify that
Sy-
4n Q�✓I personally appeared before me this 73
day of ,Z.o o 9 , and acknowledge the due execution of the
forgoing wet de t on basin maintenance requirements. Witness my hand and official
seal,
Nancy 1. Morrison
V Nota
` Meckt"6"'9 Court
ExP+res: Sept. 24 ty' NC
2Q10
SEAL
My commission expires '? / 2V /---" / a
Form SW401-Wet Detention Basin O&M-Rev.4
E C E 9 V E D
AUG 0 6 2009
Dwo
PROJ #
Page 4 of 4

!f �: Permit N6 ]t. 0 n_010
J ^� (to beprovided byDWQ}
•
Ao�
P
wA rE9
o� pG
cs r
NCDENR
� Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name
1 Summerhouse on Everett Bay t
Contact person
Cad C. Huddle, PE
Phone number
�252-633-2424
Date
!31Jula
Drainage area number
Twining Rose
Ill. DESIGN INFORMATION
Site Characteristics
Drainage area
i 1,862,029if
Impervious area, post -development
% impervious
- F*%7—ftz 7$5f LD O-7 �IU/1,7
4P47_1k 41, I
Design rainfall depth
1.0; in
Storage Volume: Non -SA Waters
Minimum volume required
_
i _ _ 103,000Ifl' OK
Volume provided
197.291 �tf
OK, volume provided is equal to or in excess of volume required,
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
ft3
Post -development t-yr, 24-hr runoff
} ; ft3
Minimum volume required
0 ft'
Volume provided
Ift
' RPICMIVEID
0
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
1-yr. 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity:l-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 244ir peak flow controi
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
N _'(YorN}
3.7r in
0.351(unitless)
0.541(unitless)
5.95iinfhr OK
90.00 rt3lsec
134,81 k3lsec
44.81 folsec
16.00Ifmsl
15.DOIfmsl
f 15.00msl
[ 15.00Ifmsl
14.001 fmsl
9.751 fmsl
8A0lfmsl
1.75 it
N{Y or N)
Jrnsl
AUG o G 2009
Im
Data not needed for calculation option #1, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
Form SW401-Wet Detention Basin-Rev.6-VM09 Parts I. 8 It, Design Summary, Page 1 of 2

Permit No. �U COO S() jA -CD
(to be provided by DWD)
s
II, DESIGN INFORMATION
Surface Areas
Area, temporary pool 202,9431 ft
Area REQUIRED, permanent pool 62,192 tC
SAIDA ratio 3.341(unitless)
Area PROVIDED, permanent pool, A ...... d
191,639ijf OK
Area, bottom of 1 Oft vegetated shelf, Aid,." I
158,404! e
Area, sediment cleanout. top elevation (bottom of pond), Ay„ r,,,d I
118,9791, ft
Volumes
Volume, temporary pool
- 10,29fJO OK
Volume, permanent pool, Vp.,,,.,o,
873, t 66j e
Volume, forebay (sum of forebays if more than one forebay)
171,835�fO
Forebay % of permanent pool volume
19.7% % OK
SA1DA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10.2b)
Volume, permanent pool, Vp..,_pw
Area provided, permanent pool, Aa,,,,_,w
Average depth calculated
Average depth used in SAIDA, d.. (Round to nearest 0.51t)
Calculation option 2 used? (See Figure 10.2b)
Area provided, permanent pool, Apem_pool
Area, bottom of loft vegetated shelf, Ap,, ,tid1
Area, sediment cleanoul, top elevation (bottom of pond), A.ayo d
Y 1(Y or N)
N '(YorN)
3.34 (unitiess)
—Y �- i {Y or N)
873,1661ft' OK
191.639jft` OK
4.501111 OK
4.5)ft OK
N ](Y or N)
I>t`
I
'Depth' (distance blw bottom of IN shelf and top of sediment) ;ft
Average depth calculated Ift
Average depth used in SAIDA, d., (Round to nearest 0.51`t) ]ft
Drawdown Calcufadons
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr. 24-hr peak flow
Post -development 1-yr, 2441r peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
Form SW401-Wet Detenuon Basln-Rev-6-2120f09
_- Y- -_-'(YorN)
4. 001 in
in,
0.60' (unifless)
0.33, ft
[ N i(YorN)
",(unitless)
'(unitess)
i 'eft
�fl
I 90.o01ftl/sec
134.81; ft'lsec
0.03! lsec
4.50 i days
OK
OK
OK, draws down in 2-5 days.
OK, drawdown time is correct.
- 4):1
OK
10!:1
OK
10.01ft
OK
31:1
OK
2.41:1
OK
Y '(Y or N)
OK
1.0lft
OK
I N '(Y or N)
OK
Y ;(YorN)
OK
Y +.(YorN)
OK
iMobile Pump Set Up -- --
-- - -- ---- - --.�. _ W . --- --�
Parts I. & II. Design Summary, Page 2 of 2

Jr Permit Number: 11'lOD
® (to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Summerhouse on Everett Bay, Onslow County, NC
BMP drainage area number: 3 :w LN i NU ebse
Print name: Randy Allen
Title: President R.A. Nei LOGO /l�C -
Address: 3129 Springbank Lane, Suite 200, Charlotte, NC 28226 _
Phone:
Signati
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.
r "I .0 (72 I svv-) , a Notary Public for the State of
ILS f t 16, County of Gf1 a , do hereby certify that
St
[ A (a c,[ 7 .J personally appeared before me this 3 1
day of _1 �-X.L, ,Z o D , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Nancy J. Morrison
Nolery Public
- Mecklenburg County, NC
_ Expires Sept. 24, 2D10
SEAL
My commission expires 2l�/z
O
Form SW401-Wet Detention Basin O&M-Rev.4
j1ECEpyEr
iu
AUG D 6 pppg L
PROD # aWO
Page 4 of 4

Permit No. _o
(to be provided by D b{ J
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEtMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may he photoenpied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
ProjectName: Summerhouse on Everett Bay
Contact Person: Carl C. Huddle, PE Phone Number: ( 252_) 633-2424 _
For projects with multiple basins, specify which basin this worksheet applies to: Painted Lady
t�
elevations
Basin Bottom Elevation I2 It. foor of the basin)
,Permanent Pool Elevation 18.00 {t. (elevation of they orifice)
Temporary Pool Elevation 19.00 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 124,538.00 sq. ft.
Drainage Area 26.38 ac.
Impervious Area -1-1.64 ac.
W_ 7 . [03 4 c
volumes
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
—� 2.8 .7 2 '/onvl 11-7
Permanent Pool Volume 517,044.00 CU. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 128,380.00 cu. ft. (volume detained above the permanent pool)
Forebay Volume It 9,755. 00cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form 5UW-IQ2 Rev 3.99
2.34
— 3.0 .... in
1.0 in.
90 %
(surface area to drainage area ratio from DW4Q table)
(2 to 5 day temporary pool draw -down requif-ed)
(minimum 85% required)
Page I or 4
YMC MT�nIn
AUG 0 6 2009
M.

I ,a ,
' a
Footnotes: -
1 When using the Division SAMA 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 correct value tot 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 BXIP manual provides design tables for both M4 TSS removal and 9C% TSS removal:
II. REQUIRED ITEMS CHECKLIST
The following check]ist'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 . 1005.
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.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
G b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
CIO e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
��_ g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with.a slope of 6:1 or less (show detail).
C,j i. Vegetative cover above the permanent pool elevation is specified.
i j. A trash rack or similar device is provided for both the.overflow and orifice.
' '� k. A recorded drainage easement, is provided for each basin. including.4ccess to nearest right -
'of --way. _ .... ,
L 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.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebay` s and the
vegetated filter if one is provided.
This system (check one) does X does not incorporate a vegetative f iter at the outlet.
This system (check one) does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

i
�.
j�
'N.
Maintenance activities shall be performed as follows:
[ . 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 6.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment shall be removed.
Sediment Remo�al El. t2.5
Bottom Elevatvn 11.0
FOREBAY
BASIN DIAGRAM
(fill in the blank)
Permanent Pool Elevation 17.0
Sediment Removal Elevation 10.25
Bottom Elevation 8.0
MAIN POND
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.
6. 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.
0
Form SWU-102 Rev 3.99
Page 3 oC4

f
ti
1
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 i•
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Randy Allen
Title: President
Address: 110 Matthews Station Street, Suite 2D, Matthews, AFC 28105
Phone: [phone]
Signature:
Date: G - 15- o 6
NO te: 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, Cd , a Notary Public for the State of
County of ,Ia uLA) , do hereby certify that 4azXd4 a'La rx_,,,, _
personally appeared before me this 13.U,� day of��Sao, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
I�
SOT.
G
•� a
9�ycAUBI-�
�UNlY, 60
SEAL
My commission expires
�ECE9V ED
uu
u AUG 0 6 2009
DW Q
PROd
Form SWU-102 Rev 3.99 Page 4 of

Permit ,'Number:.5(,V 4?OCvO,5b (?
(to be provided by DEA4LR)
13MP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
1Zemove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
IC)
Maintain vegetation at a height of
approximately six inches.
The inlet device: pipe or
Swale
The pipe is clogged.
I
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
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf inattin or ripsp to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
on ;inal design depth for
possible. Remove the sediment and
Se�Eiment storage.
dispose of it in a location where it
will not cause impacts to,streams or
the MR
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 spravin .
The vegetated shelf
Best professional practices I
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
repIace 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.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original delippn sediment
possible. Remove the sediment and
storage depf}�.
dis ose of it in a location where it
will not cause impacts to streams or
the BIMP.
Algal rowth covers over
50 0 opthe area.
Consult a professional to remove
and control the algal growth.
Cattails, phraginites or other
invasive plants cover 50% of
the basin surface.
Remove the plants by wiping them
with pesticide (do not. spray}.
Page 2of3

Pennit INumber: 5 % O 0&o55 -1
(to be provided by D MLR)
BMI'cicment;
Potential problem:
1-low I will remediate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
]evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a darn safety specialist to
the embankment.
remove the tree.
An annual inspection by an
appropriate professional
shows that the embankment
Make all needed repairs.
needs repair. if applicable
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
'I 'he outlet device is damaged
Repair or replace the outlet device.
The receiving water
E''rosion or other signs of
damage have occurred at the
Contact the local NC Division of
L1'ater Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 C+1 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads E+1 feet in the forebay, the Sediment shall
be removed.
BASIN DIAGRANM
Permanent Pool Elevation A
Permanent fool
Sediment lZ�[n(rv�l_ELJ)__ _ Sediment Removal Elevation B Volume
l3ott rn l levation },\ ------------------------------------------- -------
FOREBAY l-It min.
Sediment Storage
Bottom Elevation C
NIA IN POND
1-ft Min.
Sediment Storage
I7�lev.
DA / Pond 4
1
2
3 1.
4
5
6
7
A
Permanent. Pool
I, v
170
15; C) 1
/1?. O
13
Sediment Removal
13. 5
12, 5
, `j
13.5
C
Bottom
1Z. d
/1. O
1 6.011
12. v
17
l F orebay Seca. Removal
114. ZS
I 1 Z. 5
1 1 Z. O
1 14. ZS
17
horebav 13ottom
/3, D
11. O
/ f , 0113,01
Elev.
DA / fond #
8
9
10
11
12
13
14
A
Permanent fool
13
Sediment Removal
C
Bottom
17
Forebay Sed. Removal
L
Forebay Bottom
Page 3 of 3

SLp8 000'0 0134� ado
���
A
®HCDENR
o�oF w A rS:d;,
H
C' Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required !tams Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
Pew e1I
11. PROJECT INFORMATION j
Project name ;Summerhouse on Everett Say T
Contact name ,Carl C. Huddle, PE
Phone number �252-633-2424
Date !July 31, 2009 j
Drainage area number (Boat Ramp 99A-INA6Ili A (ZFA.
II. DESIGN INFORMATION
Site Characteristics
Drainage area
36,155.OQ fe
Impervious area
I 20.586.001 ftz
Percent impervious
56.9% %
Design rainfall depth
I 1.00' inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
_
' 3.70 in
1-yr, 24-hr intensity
5.95 1 in/hr
-development 1-yr, 24-hr runoff
1 1,72 Yisec
LPre
ost -development 1-yr, 24-hr runoff
I 281 1ft3lsec
Pre/Post 1-yr, 24-hr peak control
1.09 ft3lsec
Storage Volume: Non -SA Waters
Minimum required volume
r 1,694.40_ _!ft3
Volume provided (temporary pool volume)
2,369.00ift3
OK
Storage Volume: SA Waters Parameters
1.5" runoff volume
_
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume (
Ift3
Minimum volume required
ft3
Volume provided
i ft3
Outlet Design
_
Depth of temporary poollponding depth (Dpl,,u)
12.00 in
OK
Drawdown time
5.001days
OK
Diameter of orifice
i
0.75{ in
1
OK
Coefficient of discharge (C❑) used in orifice diameter
1
0.60j (unitless)
calculation
Driving head (Ha) used in the orifice diameter calculation
0.34; ft
OK
0
5 t �►� f-o� 1.014(- < l Fr's
S i�-6 G"C.Q
AUG 0 G 2009
Form SW401-Wetland-Rev.5.711=9 Parts I and II. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
rface Area of Entire Wetland
_
2,817.00ift2
hallow Land
846.00; ft2
The shallow land percentage is:
30% %
Shallow Water
1, 374.00} ft2
The shallow water percentage is:
49% %
Deep Pool
Forebay portion of deep pool (pretreatment)
355.001ft2
The forebay surface area percentage is:
13% %
Non-forebay portion of deep pool
242001 fe -
The non-forebay deep pool surface area percentage is:
9% %
Total of wetland zone areas
2,817.00 ft2
Add or subtract the following area from the zones
0.00 ft2
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
i 4.56 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
! 3.501ft amsl
Shallow Water bottom
I 3.00!ft amsl
Most shallow point of deep pool's bottom
I 2.00A amsl.
Deepest point of deep pool's bottom
! 0.501ft amsl
Design must meet one of the following two options:
This design meets Option #1,
j Y (Y or N)
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
; 3.00!ft amsl
4 This design meets Option #2,
(Y or N)
Wetland has liner with permeability < 0.01 inmr, If yes:
I
Depth of topsoil above impermeable liner
! 'in
Topographic Zone Depths
Temporary Pool
Shallow Land
12,00 in
Permanent Pool
Shallow Water
6.00 in
Deep Pool (shallowest)
18.00 in
Deep Pool (deepest)
36.00 in
Planting Plan
Are cattails included in the planting plan?
_ _
i N I or N)
Number of Plants recommended in Shallow Water Area:
Herbaceous Wcubic-(nch container)
350
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR
250
Shrubs (1 gallon or larger), OR
40 v
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
5 -e/ and
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
400,
Number of Plants provided in Shallow_ !_.and Area:
Herbaceous (4'cubic-inch container)
280j
Shrubs (1 gallon or larger)
i
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
10
OK
OK
Insufficient shallow water area.
OK
OK
OK
OK
4�
OK
OK
OK
OK
OK
200
OK
OK
Form SW401-Weiland-Rev.5-7110109 Parts I and II. Project Design Summary, Page 2 of 3

Additional Information
an the design volume be contained?
Y ; (Y or N)
OK
0 oes project drain to SA waters? If yes,
n ,(Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
I 0.00 ft
Are calculations for supporting the design volume provided in the
I Y (Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y ! (Y or N)
OK
Is the SMP located in a recorded drainage easement with a
Y I(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
5.65 a
OK
Approximate wetland length
130.001ft
Approximate wetland width
23.001ft
2,990.00 ft'
This approx. surface area is within this number of square feet
Approximate surface area using length and width provided
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
Y (Y or N)
OK
rd E C E 9 V E
s AUG 0 & 2ogg
V
PROJ
DWG
Form SW401-We0and-Rev.5-7110109 Parts I and II, Project Design Summary. Page 3 of 3

Permit No. w V lJ[A)S. U hwd
(to be provided by DWQ)
• Ifl. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
0 result in a request for additional information. This will delay PA project. final review and approval of the Initial in the space provided to
indicate the following design requirements
have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has
not been met,
attach justification.
Initials
Pagel Plan
Street No.
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
�� ✓!y
Delineated drainage basins (include Rational C coefficient per basin),
b
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Plan details (1" = 50' or larger) for the wetland showing:
��
- Wetland dimensions (and length to width ratio)
G 13
Pretreatment system,
Maintenance access,
Gt t f
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
- Overflow device, and
Boundaries of drainage easement.
3,
-�J b
Section view of the wetland (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner; Depth of topsoil on top of liner, liner specifications
4
4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
%
A variety of several suitable species (not including cattails),
Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
G-)3
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
04
_ 6 6
drainage area is stabilized. E
6. The supporting calculations (including drawdown calculations).
C
yG
7. A copy of the signed and notarized operation and maintenance (O&M) agreement. AUG 2009
8, A copy of the deed restrictions (if required). DWQ
PROJ #
maps
9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not
an acceptable source of soils information.
SW401-Wetland-Rev.5-7I10/09
Part Ili. page 1 of 1

PermitNumber: 5'W 6 +G Q5 '4 rA Ql?
(to be provided by DWQ)
Drainage Area Number: 5 $0AV ?�Wf
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment_
After the stormwater wetland is established, I will inspect it monthly 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
ismaintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately_
0
1,BMR;eleQienf: ., dY' f
Potential. rableaCy ,f
reesedfate;therolilem:;:wr�i�'.s*
Entire BMP
Trash debris is present
Remove the trash debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed,
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application -
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
Erosion is occurring in the Swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid Future problems with
erosion_
Form SW401-Wetland O&M-Rev.4
BY:
AUG 0 6 2009
Page 1 of 3

>r
PermitNumber.:aL3V9 Ute%.DSU
(ro be provided by DWQ)
�B -
P.. +•tia zOblCn7 . '� l
ti dlres a >:Iem
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
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
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas,
control the algal growth.
Cattails, phragnites or other invasive
Remove invasives by physical removal or
plants cover 56% of the deep pool and
by wiping them with pesticide (do not
shallow water areas-
s ra - consult a professional.
Shallow land remains flooded more
Unclog the outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to,establish
the ground cover if necessary,
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
]ant health -
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools,
where it will not cause impacts to streams
or the BMR
Embankment
A tree has started to grow an the
Consult a dam safety specialist to remove
embankment
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
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.
Receiving water
Erosion or other signs of damage have
Contact the NC Division of Water Quality
occurred at the outlet.
401 Oversight Unit at 919-733-1786.
Form SW401-Wetland O&M-Rev.4
Page 2 of 3
AU fi 0 6 2009

0
Permit Number. S LOa C�P CF-:>09mp�7
(io be provided by DIYQ)
acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: Summerhouse on Everett Bay, Onslow County, NC
BMP drainage area number: TJy"OM- VAm e
Print name: Randy -Allen, l
Title: President, R,14-, I)6 (ZT(+ I)R UC J=d p M ems` - :C--
Address: 3129 Springbank Lane, Suite 200, Charlotte, NC 28226
Date: �// .3f'�
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.
-T—r'-�q 0 L'L I i v n , a Notary Public for the State of
County of Af oc �{t?r�,�iw�y , do hereby certify that
personally appeared before me this -3 1 �day of
and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
aNancy J, Morrison
Notary Public
Mecklenburg County. NC
expires, Sept, 24, 2010
SEAL
11--� aa��
My commission expires 9z 2- Y/z-- o / D _
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

DENILR USE. ONLY
17ate Received
Fee Paid (express only
Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use cis an original
1. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8 060.509
2. Project Name: Sumnierhoi►se on Everett Bay
3. Permitl-lolder's name (specify the name of the corporation, individual, etc.):
Sun1111erh0L15e on Everett Ba Homeowners'Association .Inc.
4. Print Owner/Signing Official's naive and title (person legally responsible for permit):
Griff Garner, President EC E I V G
5. Mailing Address for person listed in item 2 above: FEB 01 2017
291 Spicer Lake Drive
City:Flolly Ridge State:NC Zip:28445
Phone: (252 ) 355-4610 Fax:
Email: griffgarner@sucldelilinklnail,com
H. PLAN REVISION INFORMATION
1, summarize the plan revision proposed (attach additional pages, if needed):
Corrections to the 131JA listings in each drainage basin and reallocate BUA.
III, 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. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
nex Ito each it►:m.
I ls
• Original Fr 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (nnrsl be revisions of origiml approved jrlalr sheet(5)) A-11.4
If applyint; for Express revii w (anti/ available: in 20 constal counties):
• Application fee of $50U0 (made payable hi NCDENI:) _ All-f
VL APPLICANT'S CERTIFICATION
1, (print or li/pe nnrne of person listed in Gencral Information, item 3) Gri f'f (,arnor
certify that 1 have authorized these plan revisions and that the information included•onthis plan revision
application is, to t to best of my iowledge, correct and complete. II
Signature: av'5�Date:
Plan Revision Fonts
Rev, Oct. 31, 2013

ReceivinQ Stream Name
Spicer Bay/Everette Bay/Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HQW
Drainage Area
20,759,156
Existino Impervious Area
0
Proposed Impervious Area total
5,619,631
% Impervious Area Total
27.07%u
Impervious Surface Area
NEW -Total Drainage Area
On -site Streets
961,561
On -site Sidewalks & Parking
180,286
Club House Site & Parking
95,429
Lake Caroline Parking
5,175
Spicer Lake Pavilion
3,746
Post Office Site
6,249
Boat Ramp Parking
17,386
Tennis Courts[Walks
15,166
Boat Storage
69,000
Lots
4,213,800
Future Development
51,833
Total:
5,619,631
41 20��
FEB
SY:

Spicer Lake Area #1
Onsite Streets
Spicer Park Pavillion
Club House
Post Office
Lot number
#/lots
OLD BUA per lot
lots 1-37
37
3,200
300-339
40
3,500
340-364
25
4,000
365-397
33
3,200
398-418
21
4,000
419-505
87
3,500
506-521
16
4,000
522-539
18
3,200
540-547
8
4,000
551-566
16
4,000
567
1
3,500
600-620
21
3,500
POND
Total Lots & Pond
Total Above
Grand Total
612,032
3,746
95,429
6,249
717,456 Total
OLD BUA
NEW BUA per lot
NEW BUA
118,400
4,500
166,500
140,000
4,500
180,000
100,000
4,500
112,500
105,600
4,500
148,500
84,000
4,500
94,500
304,500
4,500
391,500
64,000
4,500
72,000
57,600
4,500
81,000
32,000
4,500
36,000.
64,000
4,500
72,000
3.500
4,500
4,500
73,500
4,500
94,500
1,207,483
<-- Pond removed -->
0
2,354,583 1.453,500
717,456 717,456
3,072,039 >> OK» 2,170,956
FEB 01 2017
BY:

Katydid Pond Area #2
Onsile Streets/sidewalks
201.247
Boat Storage
69,000
270,247
Total
Lot number
#/lots
OLD BUA per lot
OLD BUA
NEW BUA per lot
NEW BUA
888-896
9
4,500
40,500
4,500
40,500
897-926
30
3,200
96,000
4,500
135.000
937-952
16
4,500
72,000
4,500
72,000
POND
90,604
<-- Pond removed -
0
Total Lots & Pond
299,104
247,600
Total Above
270,247
270,247
Grand Total
569,351
>> OK»
517,747

Twining Rose Area #3
Onsile Streets/sidewalks
179,032
Lake Carolina Parking
5,175
184,207
Total
Lot number
#/lots
OLD BUA per lot
OLD SUA
NEW SUA per lot
NEW SUA
832-834
3
2,800
8,400
4500
13500
835-836
2
3,500
7,000
4500
9000
837-869
33
3,200
105,600
4,500
148,500
870-887
18
4,500
81,000
4,500
81,000
927-936
10
4,500
45,000
4,500
45,000
953-976
24
4,500
108,000
4,500
108,000
977-998
22
3,200
70,400
4,500
99,000
POND
191,400
<-- Pond removed -->
0
Total
601,400
504,000
above total
184,207
184,207
Grand total
785,607
>> OK»
688,207

Painted Lady Area #4
Onsite Streets/sidewalks
98,881
98,881
Total
Lot number
#/lots
OLD BUA per lot
OLD BUA
NEW BUA per lot
NEW BUA
37-51
15
3,200
48,000
4,500
67,500
52-76
25
3,500
87,500
4,500
112,500
548-550
3
4,000
12,000
4,500
13,500
568-599
32
4,000
128,000
4,500
144,000
POND
124,538
<— Pond removed
0
Total
400,038
193,500
above total
98,881
98,881
Grand total
498,919
>> OK»
292,381

Boat Ramp Area #51 Lots outside of Drainage Basin areas
Ramp Parking
17,386
17,386 Total
Lot number
#/lots
OLD BUA per lot
OLD BUA
NEW BUA per lot
NEW BUA
Lot 1018
1
3,200
3,200
4,500
4,500
Total
3,200
4,500
above total
17,386
17,386
Grand total
20,586
21,886
Lots Outside of Basin Areas
# of lots
Old BUA per lot
OLD BUA
New BUA per lot
NEW BUA
77-92
16
3,500
56000
4,500
72,000
93-277
185
2,800
518,000
3,800
703,000
278-299
22
3,500
77,000
4,500
99,000
621-623
3
4,000
12,000
3,800
11,400
624-793
170
2,800
476,000
3,800
646,000
794-795
2
3,500
7,000
3,800
7,600
796-831
36
2,800
100,800
3,800
136,800
999-1017
19
3,200
60,800
4,500
85,500
1019-1029
11
3,200
35,200
4,500
49,500
Total
1,190,800
f777,810.800

WET DETENTION POND ANALYSIS
FILE NAME:
S:1WQSIPOND1060509.jun06.WK1
PROJECT #: SW8
060509,jun06
REVIEWER:
S. Pusey
PROJECT NAME:
Summerhouse
on Everett Bay
Original Run Date: June 2, 2006
Last Modified:
16-Nov-16
Ka did
Painted Lady
Spicer Lake
Twining Rose
Total
Receiving Stream:
Kng Crk. Rest, Area
King Crk, Rest Area
Kng Crk, Rest, Area
4N Crk. Rest. Area
Classification:
SC Sw HQW
SC Sw HOW
SC Sw HOW
SC Sw HOW
Index Number:
CPF2418-87-4
CPF24 18-87-4
CPF24 18-87-4
CPF24 18-87-4
Onsite DA, sf=
844724.00
1149113.00
6283163.00
1862029.00
10139029
Offsite DA, sf =
0.00
0.00
0.00
0,00
Total Drainage Area:
B44724.00
1149113.00
6283163.00
1862029,00
10139029
Built -Upon Area
Buildings/Lots, sf=
208500.00
283500.00
1338924.00
424175.00
2255099
Streets/SW, sf=
201247.00
98881.00
612032.00
179032.00
1091192
Pond water surface, sf=
90604.00
124538,00
1207483.00
191400,00
161402,�-
Other, sf=
69000.00
69000
Offsite, sf=
Total Built -upon Area: 1
569351.00
506919.00
3158439.00
794607.00
5029316
Surface Area
% impervious
67.40%
Avg. Design Depth, ft:
6.00
TSS (85% or 90%):
90
SAIDA ratio
3.77%
Req. Min. Surf. Area
31946
Volume Calculations
Design Storm, inches:
1
Rational Cc=
0.72
Rational Volume, cf:
50357
Rv =
0,657
Min. Req. Volume=
46221
Bottom Elevation=
11.00
Permanent Pool Elev=
17,00
Perm Pool Area=
81122
Design Pool Elevation=
18.00
Design Pool Area=
90483
Total Volume Prov. =
85803
Forebay Volume
Permanent Pool Vol.=
279078.00
Req, Forebay Volume=
55815.6
Prov. Forebay Volume=
66224.00
Percent-- (22>%>18)
24%
Katydid
Drawdown Orifice/Weir
Avg. Head, ft =
0.44
Average Flow Q2, cfs
0.267
Average Flow'Q5, cfs
0.107
Q2 Area, sq. in. =
12.09
Q5 Area, sq. in. =
4.84
No. of Orifices
1
Orifice Diameter, in.=
3
Orifice Area, sq. in. =
7.069
Weir Height, inches=
Weir Length, inches=
Weir C =
7.912
Weir L', eff. length=
-0.088
Avg. Flowrate, Q, cfs =
0.156
Drawdown, days =
F 3.4
44.11%
50,27%
42.67%
49,60%
6.00
6,00
6,00
90
90
90
2.35%
2.72%
2.26%
26968
170825
42090
271730
1
1
1
0.54
0.58
0.53
51543
305469
81757
0.447
0.502
0,434
42807
263063
67354
419445
12.00
11.00
8.00
18.00
17.00
15.00
124538
1202610
191639
1599909
19.00
18.00
16.00
132221
1238741
202942
128380
1220676
197291
1632148
517044.00
8714253,00
873166.00
103408.8
1742850.6
174633.2
119755
756122
171835.00
23%
9%
20%
Painted Lady Spicer Lake Twining Rose
0.44
0.37
0.42
0.248
1.522
0.390
0.099
0.609
0.156
11,20
74.87
18.06
4.48
29.95
7.22
1
1
1
3
6.25
4
7.069
30.680
12.566
10.727
B_711
10.643
-0.088
-0.074
-0.083
0.156
0.624
0.271
3.2
4.9
2.9
0.00
2.427
0.971

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
August 24, 2020
NORTH CAROLINA
Environmental Quality
Summerhouse on Everett Bay Homeowners Association, Inc.
ATTN. Griff Gamer, President, Board of Directors
1612 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 060509 Modification
Summerhouse on Everett Bay
High Density Subdivision Project
Onslow County
Dear Mr. Garner:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on August 14, 2020. The Division is hereby notifying you that permit SW8 060509 has been
renewed on August 24, 2020, and shall be effective until July 10, 2028. For your records, please find enclosed a
renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all
times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely
restates some of the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on July 10, 2006 and most recently
revised on .tune 22, 2017, will remain in full force and effect in accordance with the regulations set forth in Title 15A
NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the fling fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000. or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely, nn
tiles -
For Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C -- Permitting History
Renewal Application Documents
DES/dan:`:11>tt,rmwater'.I'mini[,, &. Proivcts,21)06\06o) 09 i 1171212o 08 permit 060509
Fe
�- North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office i 127 Cardinal Drive Extension i Wilmington North Carolina 28405
910,796,7215

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Summerhouse on Everett Bay Homeowners Association, Inc.
Summerhouse on Everett Bay
NCSR 1534, Holly Ridge, Onslow County
FOR THE
construction, operation, and maintenance of four (4) wet detention ponds and one (1)
constructed wetlands 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 Energy, Mineral and Land Resources (DEMLR or
Division) and considered a part of this permit.
This permit shall be effective from the date of issuance until July 10, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 1,029 single family lots, each allowed a maximum amount of built -
upon area as listed in Section 11.16(f) of this permit.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The overall density level of the project must remain at 30% or less. The overall
maximum allowed built -upon area is 6,227,747 square feet. The currently
proposed amount of built -upon area is 5,567,798 square feet, which leaves
659,948 square feet of total BUA available for future development.
5. Additional stormwater control measures may be required for any future
development areas of higher density that are not treated in one of the ponds or in
the constructed wetland. Additional stormwater control measures for these areas
must be submitted as a permit modification and approved by the Division prior to
construction of any future BUA.
Page 1 of 6

6.
The following design elements have been permitted for the wet detention ponds
and constructed wetland stormwater facilities,
and must be provided in the
systems at all times.
Katydid
Painted
Spicer
Twining
Lady
Lake
Rose
DA #2
DA #4
DA #1
DA #3
a.
Drainage Area, acres:
19.39
26.38
144.24
42.8
Onsite, ft2:
844,724
1,149,113
6,283,163
1,862,029
Offsite, ft2:
none
none
none
none
b.
Total Impervious Surfaces, ft2.
569,351
332,381
2,420,956
785,607
Lots, ft2:
247,500
193,500
1,453, 500
504,000
Roads, ft2:
201,247
98,881
612,032
179,032
Parking, ftz:
0
0
105,424
5,175
Future, ft2:
51,604
40,000
250,000
97,400
Other, ft2:
69,000
0
0
0
c.
Pond Depth, feet:
6.0
6.0
6.0
6.0
d.
TSS removal efficiency:
90%
90%
90%
90%
e.
Design Storm:
1
1
1
1
f.
Permanent Pool Elevation, FMSL:
17.0
18.0
17.0
15.0
g,
Permitted Surface Area @PP, ft2:
81,122
124,538
1,202,610
191,639
h.
Permitted Storage Volume, ft3:
85,803
128,380
1,220,676
197,291
i.
Storage Elevation, FMSL:
18.0
19.0
18.0
16.0
j.
Controlling Orifice Pipe 0, inches:
3
3
6.25
4
k.
Permanent Pool Volume, ft3:
279,078
517,044
8,714,253
873,166
I.
Forebay Volume, ft3:
66,224
119,755
756,122
171,835
m.
Maximum Fountain Horsepower:
1
2
3
3
n.
Receiving Stream I River Basin:
King Creek Restricted
Area I CPF24
o.
Stream Index Number:
18-87-4
p.
Classification of Water Body:
"Sc Sw HQW"
7. The following design elements have been permitted for the constructed wetlands
and must be provided in the system at all times. The receiving stream is the
same as for the ponds, King Creek Restricted Area.
DA #5
a. Drainage Area, acres:
0.83
Onsite, ft2:
36,115
Offsite, ftz:
0
b. Total Impervious Surfaces, ft2:
20,586
Lots, ft2.
3,200
Parking, ftz:
17,386
Offsite, ft2:
0
c. Ponding Depth, inches:
12
d. Design Storm, inches:
1.0
e. Permanent Pool Elevation, FMSL:
3.5
f. Total Permitted Wetland Surface Area, ftz:
2,817
Deep Pool Area, forebay portion, ftz:
355
Deep Pool Area, non-€orebay portion, ftz:
242
Shallow Water Area, ft2:
1,374
Shallow Land Area, ft2:
846
g. Permitted Temporary Storage Volume, ft3:
2,369
h. Temporary Storage Elevation, FMSL:
45
i, Pre-dev. 1 r-24 hr. discharge rate, cfs:
nla
. Controlling Orifice 0":
0.75
I. Planting Plan?
# of Shallow Water Herbaceous Plants
400
# of Shallow Land Herbaceous Plants
280
Page 2of6

II. SCHEDULE OF COMPLIANCE
1 . The facilities shall be constructed, operated and maintained in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data as attached to this permit and on file with the Division.
1 The permittee shall review all new and modified lot plans for compliance with the
BUA and piping limits. The plans reviewed must include all proposed built -upon
area. The permittee shall not approve any lot plans where the requirements of
the stormwater permit have not been met.
3. The permittee is responsible for monitoring the project on a routine basis to
ensure that lot owners maintain compliance with the built -upon area limits. The
permittee shall notify any lot owners that are not in compliance with the permit
requirements in writing and shall require timely resolution.
4. The stormwater runoff collection system, the conveyance system and the control
measures must be contained within either public right-of-way, dedicated common
area or recorded easement. The final plats for the project will be recorded
showing all such required rights -of -way, common areas and drainage
easements, in accordance with the approved plans.
5. 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.
5. 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 the approved plans, regardless of size.
b. Redesign of, or addition to the approved amount of built -upon area,
including increases and decreases to the recorded maximum BUA limit.
C. Further subdivision, acquisition, or sale of the project area, in whole or in
part, as reported on the application documents.
d. Filling in, altering, piping, removing, rerouting, resizing or regrading any
component of the runoff conveyance, the collection system or the
permitted stormwater control measures shown on the approved plan.
e. The construction of any future BUA reported on the application
documents.
f. The construction of any areas of #57 stone or permeable pavement or a
public trail for BUA credit.
g. Other revisions as determined by the Director.
7. The stormwater management system shall be entirely constructed, vegetated
and operational for its permitted use prior to the construction of any built -upon
surface.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
Page 3 of 6

9. The permittee shall provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function 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 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system.
10. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
11. The permittee shall assure that the current recorded deed restrictions are
amended as follows, prior to the sale of any additional lots:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060509 Modification,
as issued by the Division of Energy, Mineral and Land Resources under
NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. The maximum built -upon area per lot is as follows:
DA-1
(323 lots)
#1-37, 300-547, 551-567, and 600-620 @4500 sf;
DA-2
(55 lots)
#888-926 and 937-952 @4500 sf;
DA-3
(112 lots)
#832-887, 927-936 and 953-998 @4500 sf,
DA-4
(74 lots)
#38-76, 548-550 and 568-599 @4500 sf;
DA-5
(1 lot)
#1018 @3200 sf;
Lots 77-92, 278-299,
999-1017, and 1019-1029 @4500 sf;
Lots 93-277 and 621-831 @3800 sf.
The 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.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. Within the drainage area of a BMP, all runoff on the lot must be directed
into the permitted system. This may be achieved by piping or grading. Lots
that will naturally drain into the system are not required to provide these
extra measures.
Page 4of6

2. The permittee shall submit a competed Permit Update Form to the Division within
60 days of any one or more of the following events:
a. A name change of the current permittee,
b. A name change of the project,
c. A mailing address change of the current permittee;
3. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
4. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
5. The issuance of this permit does not preclude the Permittee from complying with
all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
6. If the facilities fail to perform satisfactorily 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 control measures. A permit
modification in required prior to the construction of any additional or replacement
stormwater control measures.
7. 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. The Permittee grants permission to staff of the DEQ to access the property for
the purposes of inspecting the stormwater facilities during normal business
hours.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee.
10. The permittee shall submit a renewal application, fee and required
documentation to the Division at least 180 days prior to the expiration date of this
permit.
Permit updated this the 24t" day of August 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6of6

Attachment C - Permitting History
Summerhouse on Everett Bay
Permit No. SW8 060509
Approval
Date
Permit Action
B1MS
Version
Description of the Changes
7/10/2006
Original
Approval
1.0
High density permit application for four ponds, received
on May 9, 2006
5/ 15/2009
Plan Revision
1.1
Reduced BUA
8/6/2009
Modification
1.2
Treatment of boat ramp & parking area
3/21/2011
Transfer
1.3
Name ownership change
8/7/2012
Modification
1.4
Drainage area reduction and permit extension
6/22/2017
Modification
1.5
BUA of pond surface corrected
8/24/2020
Renewal
2.0
New expiration date is 7/10/2028
Page 1 of 1

V L1VILf� U, a VtvL 1
' Date Recqived
Fee Paid
Permit Number
I
a0�0
1)39t A Ito
056
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 060509
2. Project name: Summerhouse on Everett Bay
3. Project street address: NCSR 1534
City: Holly Ridge County: Onslow ZIP:
28445
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg, nc.gov/aboutidivisions/energy
mineral- land -resources/energy-minera l-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deq.nc.gov/about/divisions/energy-mineral-land-
resourceslenergv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
Current Permit Holder's Company Name/Organization: Summerhouse on Everett Bay Homeowners
Association, Inc.
2. Signing Official's Name: Griff Garner
3. Signing Official's Title: President,_HOA
4. Mailing Address: 1612 Military Cutoff Rd, Suite 108
City: Wilmington . _ _ _ State: NC ZIP
28403
5. Street Address: 1612 Military Cutoff Rd, Suite 108
City: Wilmington State: NC ZIP
28403
6. Phone: [phone] Email
riffaarner0suddenlinkmail.com
AUG 142020
BY
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

9 c
�1 !� ►}� 3 � � R�lM

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each Item below to Indicate that the required Information is provided in the application package:
Sa 1. A permit application processing fee of $505.00 payable to NCDEQ.
,T(__ 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 571)°North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
_WL 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
S� 4. O&M Agreements, Please select one:
1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded 0&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6, [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
_ffL _ 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
hftps://www.sosnc.gov/online serviceslsearchibyLtitle/ Business_ Registration
tli c i V ZZ
3
AUG 1 O�iV
V.
Stormwater Pennit Renewal Application Form Page 2 of 3 May 11, 2018

a

D. PERMITTEE'S CERTIFICATION
I, 691 F F 6ARNEfL , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct �d complete. !-
Signature: Date: lrJ ZS L2_0
Ut
NOTARIZATION:
I, 1 til C a Notary Public for the State of
County of do hereby certify
that F +Avnc, personally appeared before me
this the �- _h day of 7 r� 20 and acknowledge the due
exsSdti oUhf instrument. Witness my hand and official seal,
Q� ` 'ssi0o
CC_'
Msta e�Ado
�CD
?qry SigpA-
o u N
�1#
,tea=
AUG 14 2020
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Central Files: APS _ SWP
8/24/2020
Permit Number SW8060509
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Permit Tracking Slip
Status
Project Type
Active
Renewal
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Summerhouse on Everett Bay Minor Wilmington
Location Address County
Sr 1534 Onslow
Facility Contact Affiliation
Holly Ridge NC 28445
Owner
Owner Name Owner Type
Summerhouse on Everett Bay Homeowners Association Inc Non -Government
Owner Affiliation
GrifF Garner
291 Spicer Lake Dr
Dates/Events Holly Ridge NC 28445
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/10/2006 8/14/2020 8/24/2020 8/24/2020 7/10/2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
State Stormwater - HO - Wetlands
State Stormwater - Low Density
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Tuesday, August 18, 2020 146 PM
To: [e-mail]; [e-mail]
Subject: SW8 060509 - Summerhouse on Everett Bay
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on August 14, 2020. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate it
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
!North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: 5JM /►7�P—!�o JSC D4 E5/ 2CTT' BAY Date Delivered to WiRO: ho ,o
Project County/Location: Q,JScoZ AJ C-S9- -,-( BIMS Received/Accepted Date: 8Z1qZ2fJZb
Rule(s): F�2017 Coastal F-12008 Coastal F 11995 Coastal BIMS Acknowledged Date':
Phase 11 Universal F�1988 Coastal
Permit Action: New
Major Mod / Minor Mod Renewaf
Permit Type: Cam` LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial esidential Other
Subdivided?: - ubdivision pF Single Lot
Permittee Type & Documents Needed:
mProperty Owner(s) Purchaser Lessee
Viable? Viable? Viable?
Deed Purchase Agmt ElLease
F_iNot Subdivided: Deed
Subdivision: Common Area Deed
El New Permit #Z:
Existing Permit #: :5_-_�8 4605C
Expriation Date3:
[]Offsite to SW8:
Lot is in Master Permit?
MPE Cert on File?
1:1HOA Developer
Viable? Viable?
Election Minutes
Paperwork
®Application
EFee: 19$505 (within 6mo) Check#(s): -4o Z f ElNoFee
nSupplement' (I new farm or far older forms: 1 original perSCM)
FIO&M2
Soils Report (lnfi) or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdividedz
Project Narrative
�USGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
FTE Certification
Electronic Copies
EJEasements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit ## on Supplements & Deed Restiction Templates.
aif w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
GVQ\\\Reference Library\Procedures\Checklists\Ccmpleteness Review Checklist_2020 0131

'PA'RIC"E!R-& ASSO'CIAt-ES', INC..
MA Cle
5.0'NVI.LLE, :N'O,R.TH CA-ROLINAJ,
August 12, 2020
Ms. Christine Hall
NCDENR — DEMLR — Land Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
RE: Summerhouse on Everett Bay
Onslow County, NC
Stormwater Permit Renewal
RECEIVED
AUG 14 2020
NCDEQ
WILMINGTON RO
Permit No. SW8 060509 - High Density
Dear Ms. Hall,
Please find enclosed the following items related to this Stormwater Permit Renewal Submittal for the
above referenced project:
1. One (1) Check 4 40321 in the amount of $505.00 for the Permit Application Processing Fee
2. One (1) original signed Permit Renewal Application Form
3. One (1) original sealed SCM Inspection Letter
4. One (1) copy of NC Secretary of State documentation for Summerhouse on Everett Bay
Homeowners Association, Inc.
5. One (1) copy of Meeting Minutes appointing Griff Garner as President of the Summerhouse
Board of Directors effective October 21, 2015.
If you have any questions or need any additional information, please contact me.
Sincerely,
PARKER & ASSOCIATES, INC.
Justin J. Cosgrove, PE
Enclosures
xc: Mr. Herbie Aguilar — CAMS (Letter Only)
CF (P), LAM AUG 14 2020
BY:------------
EngineeringUX\Summerhouse on Everett Bay
306 New Bridge Street � P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone]
Firm License Number F-0108I www.parkeliacksonville.com

j!j,

PARKER & ASSOCIATES, I N C .,
-SURVEYORSENGINEERS
JACKSONV11LE, N-OR�7H C A R 0 L I N A
[phone] 1
306 New Bridge Street I P.O. Box 976
Jacksonville, NC 28541-0976
Firm License Number F-0108
VIA EMAIL AND MAIL
Ms. Christine Mall
NCDENR — DEMLR — Land Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Dear Ms. Hall:
�T4
August 12, 2020
RE: Summerhouse on Everett Bay
Stormwater Permit Renewal
Permit No, SW8 060509 — High Density
SCM Inspection Letter
Onslow County, NC
We are providing herein the required SCM Inspection Letter (Suhmiltul Item 96) for the above referenced project as
shown below.
1, Justin J. Cosgrove, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to inspect the construction and current conditions of four (4) wet detention ponds known as Spicer Lake, Twining
Rose, Painted Lady, Katydid Pond and one (1) constructed wetlands located at the King Creek Boat Ramp in -the
Summerhouse at Everett Say Subdivision, hereby state that, to the best of my abilities, due care and diligence was used in the
field inspection of each SCM such that the construction and current conditions were observed to have been built within
substantial compliance, maintained in accordance with the permit and meet the intent of approved plans by Carolina
Engineers, P.A. revised August 14"', 2009 and noted as "Final Stormwater Permit Modifications". If you have any questions,
please give me a call.
,,`"yt11to t off" It
N
CAR Of
�L
037$54 ;
:v
NGINEE- �OJ�.:
IV- G
xc: Mr. Herbie Aguilar - CAMS (Letter Only)
CF (P)
EngineeringVJC\Summerhouse on Everett Bay
Sincerely,
PARKER & ASSOCIATES, INC.
Justin J. Cosgrove, PE
AUG 14 2020
BY:
Civil Engineering I Stormwater and Environmental Consulting
Feasibility and Development Planning I Land Surveying and Mapping I Subdivision and Construction Plans

8/11/2020
North Carolina Secretary of State Search Results
• Upload a PDF Filing • Order a Document Online - Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
Summerhouse on Everett Bay Homeowners Association, Inc.
Information
Sosld: 0851044
Status: Current -Active O
Date Formed: 6/14/2006
Citizenship: Domestic
Annual Report Due Date:
CurrentAnnual Report Status:
Registered Agent: Sweyer, Richard D
Addresses
Mailing Principal Office
1612 Military Cutoff Road, Suite 108 1612 Military Cutoff Road, Suite 108
Wilmington, NC 28403 Wilmington, NC 28403
Reg Office Reg Mailing
1612 Military Cutoff Road, Suite 108 1612 Military Cutoff Road, Suite 108
Wilmington, NC 28403 Wilmington, NC 28403
M W
t
AUG 14 2020
BY:
https:ltwww.sosnc.gov/online_services/searchBusiness_Registration_Resutts 1111

October 21, 2015
Summerhouse on Everett Bay
Board of Directors Meeting Minutes
Present: Amon McCormack, Jr., Griff Garner, Glenn Futrell, Melissa Williams, Alex
Dale, Cathie Johnston Pittman, and John Addison
The Board of Directors meeting began at 10:30 at the CAMS offices in
Wilmington, NC. This was a special Board of Directors meeting that was
called to review the collections status and to plan the 2016 Summerhouse
budget.
Amon McCormack, Jr. called the meeting to order. Amon then did a roll call
and a quorum was established. A motion was made and seconded to
dispense with the reading of the minutes from the 9-16-15 BOD Meeting.
This motion was unanimously approved. A motion was then made and
seconded to approve the 9-16-15 meeting minutes as written. This motion
was unanimously approved as well.
New business:
➢ Announcements: The following announcements were made by Griff Garner
■ Jennifer Johnson and Melissa Williams have been removed from the Summerhouse
Board of Directors effective immediately. Melissa will continue to advise the
developer/board as a consultant on construction/maintenance issues.
• Griff Garner was appointed to the role of President of the Summerhouse Board of
Directors replacing Amon McCormack, Jr., effective immediately. Amon will remain
on the board as a director.
➢ Collections Status: Alex Dale, collections attorney, presented a summary report that showed
the YTD collections vs. the cost of collecting. He also went through several of the accounts
that he is actively working. Alex suggested that the Board write off pre -petition debt because
we can't collect from the owners and we are running up against the six year deadline. A
discussion followed regarding our current bad debt vs. our prior year's bad debt. It was
determined that our current bad debt was very manageable and that our prior year's bad debt
was the problem. The Board authorized Alex Dale to -. The Board also directed CAMS to
obtain a full audit for 2015 from one of two accounting firms.
➢ 2016 Budget Planning: The Board was presented with a budget planning worksheet that
showed the 2015 budget, the projected 2015 year end totals, and the proposed 2016 budget.
The Board reviewed every income, expense, and reserve line item and modified them
accordingly. The resulting approved 2016 budget will be presented and ratified at the 2015
Summerhouse Annual Meeting on November 19, 2015.
Next Meeting: The next Board Meeting will be the 2015 Summerhouse Annual
Meeting that will take place on November 19, 2015 at 6:00 at the Summerhouse
Clubhouse in Holly Ridge, NC.
IECl =vvr-
AUG 14 2020
BY:

y
The meeting was adjourned at 3:45 pm,
Recorded on behalf of the Summerhouse HOA by;
John Addison
CAMS