SW7140309_HISTORICAL FILE_20140325

DWQ USE ONLY
Date Received Fee Paid Permit Number
3- - 0 S
Applicable Rules: ❑ Coastal SW-1995 ElCoastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ M mt Plan: 3 a
State of North Carolina
Department of Environment and Natural Resources-•.� * �* ('" .✓
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FoOl 2 5 209
This fornt may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Etheridge Acres-Parcel 3
2. Location of Project(street address):
132 Payne Rd.
City:Manteo County:Dare Zip:27954
3. Directions to project(from nearest major intersection):
From the Burnside Rd (SR 1123) &Payne Rd (SR 1124) interaction head north west on Payne Road
approximately 0 2 miles and property is located on the right(north)side of the road immediately after a
bend to the southwest.
4. Latitude:35°54'41"N Longitude:75*41'25"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑ Renewal w/Modifications
+Renewals roith 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 number ,its issue date(if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
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):
❑LAMA Major ®Sedimentation/Erosion Control:2.83 ac of Disturbed Area
❑NPDES Industrial Stormwater N404/401 Permit:Proposed Impacts 0.5 ac
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:wetland fill(dwr#13-1272)
5. Is the project located within 5 miles of a public airport? ❑No ®Yes
If yes,see S.L.2012-200,Part VI:http://12ortal.ncdenr.org/web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page I of 6

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III. ' CONTACT INFORMATION
1.a.Print Applicant /Signing Official's name and title (specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Derek A.Hatchell Sr.
Signing Official&Title:Owner
b.Contact information for person listed in item la above:
Street Address:1002 Driftwood Drive
City:Manteo State:NC Zip:27954
Mailing Address (if applicable):P.O. Box 2405
City:Manteo State:NC Zip:27954
Phone: (252 ) 473-6074 Fax: (252 ) 473-6606
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( 1
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone#: ( 1
Form SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
The primary method of stormwater treatment will be via infiltration basins
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 PUDApproval Date:
❑Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights,identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW—1995 ❑Ph II—Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 6.87 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area(4)—Total Coastal Wetlands Area(5)—Total Surface Water Area(6)=Total Project Area':
6.87 acres
Total project area shall be calculated to exclude the follozoin : the normal pool of imppounded structures,the area
between the banks of streams and rivers, the area below the Lrmal High Water(NHW) line or Mean High Water
(MHW) line,and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHW)line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area /Total Project Area)X 100 =25.3% %
9. How many drainage areas does the project have?4(For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the 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 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
Receiving Stream Name Croatan Sound Croatan Sound Croatan Sound Croatan Sound
Stream Class * SA SA SA SA
Stream Index Number* 30-20-(1) 30-20-(1) 30-20-(1) 30-20-(1)
Total Drainage Area (sf) 57,173.6 85,653.2 13,206.5 33,000*
On-site Drainage Area(sf) 57,173.6 85,653.2 13,206.5 33,000
Off-site Drainage Area(sf) 0 0 0 0
Pro osed Impervious Area**(sf) 18,526.5 1 30,898.4 6,232.20 11,000*
%Impervious Area**(total) 32.4% 36.1% 47.2% 33.3%
Impervious"Surface Area Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 15,750.0 20,230.0 4500.00 11,000
On-site Streets (sf) 2,776.5 10,648.4 1,732.2 0
On-site Parking (sf) 0 0 0 0
On-site Sidewalks (sf) 0 0 0 0
Other on-site (sf) 0 0 0 0
Future(sf) 0 0 0 0
Off-site (sf) 0 0 0 0
Existing BUA***(sf) 0 0 0 0
Total (sf): 18,526.5 30,898.4 6,232.20 11,000
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org zveb/zug/ps/csu/classifications
** Impqervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version 06Aug2012 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation.AutoCAD Routine
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.org/web/wq./ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from Nip•//portal ncdennorg web/wq/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://12ortal.nedenr.org/web/­wq./ws/su/mal2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdennorg/web/wq/ws/su/statesw/forms does.
Initials
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 b A n_
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to 0 k�
htti2://www.envheII2.org/12ages/` onestol2exl2ress.h 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.) 1
5. A detailed narrative(one to two pages) describing the stormwater treatment/management for �ts
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
receiving stream drains to class SA waters within 1h mile of the site boundary,include the 1h
mile radius on the map.
7. Sealed,signed and dated calculations (one copy). _
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
in.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).
p. Vegetated buffers(where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

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9. Copy of any applicable soils report with the associated SHWT elevations(Please identify i)I��
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"x1l"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal,[phone].) \
10. A copy of the most current property deed.Deed book: 1939 Page No:386 —�
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC b A n
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 2111003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq./ws/su/statesw/forms does.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Derek A.Dail,P.E.
Consulting Firm:Ouible&Associates.P.C.
Mailing Address:PO Drawer 870
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 261-3300 Fax: (252 1 261-1260
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item 1a) with(print or type name of organization listed in
Contact Information,item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of 6

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 DWQ Stormwater permit reverts back to
me,the property owner.As the property owner,it is my responsibility to notify DWQ 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:
L a Notary Public for the State of_ County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information, item la)Derek A. Hatchell. Sr.
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 06Aug2012 Page 6 of 6

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 DWQ Stormwater permit reverts back to
me,the property owner.As the property owner,it is my responsibility to notify DWQ 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:
I, a Notary Public for the State of- County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information, item la)Derek A. Hatchell. Sr
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules un er 15A NgAC 2H.1 00 and any other applicable state stormwater requirements.
Signature: (^�7f f/ Date: a
I, C Atl f 5}i a Notary Public for the State of `tt��` Q-- County of
�2Lr do hereby certify that Qe" �474 01 ke
personally appeared
before me thig ed day of�A2 C A' 0 )y and ackno dg the due execution of the application for a
stormwater permit. Witness my hand and official seal,
CHRISTINE A BOYLE SEAL
NOTARY PUBLIC
Dare County
North Carolina
My Commission Expires January 12,2017
My commission expires
Form SWU-101 Version 06Aug2012 Page 6 of 6

High 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, Derek A. Hatchell. Sr. , acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S w 7 I� a 3 a 2-, as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is (see table below) square feet. This allotted amount
includes any built-upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built-upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot Lot Aea (sf) BUA
1 15,000.00 4,500.00
2 15,000.00 4,500.00 MAP 2 5 ��
3 15,000.00 4,500.00
4 15,000.00 4,500.00
5 15,000.00 4,500.00
6 15,000.00 4,500.00
7 15,000.00 4,500.00
8 20,000.00 6,000.00
9 75,384.45 15,000.00
10 59,002.03 4,500.00
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

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High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Signature: Date: 2 /
a Notary Public in the
State of CSC, County ofIYe ,
do hereby certify that 17�r��L z H'L� '\\ personally appeared
before me this the�_day of MC KeC[, 20 ly , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
( I ,tq�}1� ATCHE11
Notary TJu h North Carolina
�1;a. Dare County
Signet re r '' My Commission Expires
t (� Zb, November 14, 2016
My Commission expires � �"
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Permit No. 5 W 7 It( 0
(10 be provided by DWO)
_A �O pp W ArZ9C
O�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name Etheridge Acres-Parcel 3
Contact Person Derek A.Dail.P.E.
Phone Number 252-261-3300
Date 3/1 512 0 1 4
Drainage Area Number DA-2
I1.-0ESIGN INFORMATION
Site Characteristics
Drainage area 85,653.20 to
Impervious area 30,898.40 to
Percent impervious 36.07 %
Design rainfall depth 3.41 in ��,; -" j 1�; m E1 y'
Peak Flow Calculations
1-yr,24-hr rainfall depth 3.41 in MAR 2 5 2014
1-yr,24-hr intensity 8.32 in/hr
Pre-development 1-yr,24-hrdischarge f0lsec
Post-development 1-yr,24-hr discharge ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft/secLet V NA
Storage Volume:Non-SA Waters
Minimum design volume required
Design volume provided to
Storage Volume: SA Waters
1.5'runoff volume 187.34 to
Pre-development 1-yr,24-hr runoff volume 400.31 to
Post-development 1-yr,24-hr runoff volume 4,601.74 gs
Minimum required volume 4201.43 to
Volume provided 4,434.11 to OK
Solis Report Summary
Soil type BaC
Infiltration rate 2.15 in/hr
SHWT elevation 2.55 fmsl
Basin Design Parameters
Drawdown time 0.47 days OK
Basin side slopes 3.00 :1 OK
Basin bottom elevation 4.55 fmsl OK
Storage elevation 5.70 fmsl
Storage Surface Area 5,529.00 to
Top elevation 6.20 fmsl
Basin Bottom Dimensions
Basin length 485.00 it
Basin width 4.50 It
Bottom Surface Area 2,182.50 fe
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I.a It.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin? 1.16 ac-in OK
Length of vegetative filter for overflow >30 it OK
Distance to structure >30 it OK
Distance from surface waters t2000 it OK
Distance from water supply well(s) >100 it OK
Separation from impervious soil layer 5.00 it OK
Naturally occuring soil above shwt 1.00 ft OK
Bottom covered with 4-in of clean sand? y (Y or N) OK
Proposed drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Bypass provided for larger storms? y (Y or N) OK
Pretreatment device provided y Runoof directed over pelvioius areas prior to entering basin
Form SW401-Infiltration Basm.Rev.5 11Ap2011 Parts I.&II.Design Summary,Page 2 of 2

Permit No.
(ro be provided by DWQ)
111. REQUIRED ITEURb-HEQKLIST
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 final review and approval of the project. 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.
Page/Plan
Initials Sheet No.
1. Plans(1"-50'or larger)of the entire site showing:
Design at ultimate build-out,
Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way(ROW),
Overflow device,and
Boundaries of drainage easement.
2. Partial plan(1"=30'or larger)and details for the infiltration basin showing:
-Bypass structure,
-Maintenance access,
-Basin bottom dimensions,
-Basin cross-section with benchmark for sediment cleanout,
-Flow distribution detail for inflow,
-Vegetated filter,and
-Pretreatment device.
a
f h b S 3.Section view of the infiltration basin(1"=20'or larger)showing:
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
$ 4.A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
C5.A soils report that is based upon an actual field Investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWQ,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
�p` y 6.A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
jk r jNac��d ivt� The supporting calculations.
ackr,\ 3. A copy of the signed and notarized operation and maintenance(0&M)agreement.
9. A copy of the deed restrictions(if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III.Required Items Checklist,Page 1 of 1

i
- I Permit No. 5 w 7 14 0107
(to be provided by DWQ)
AAAm 0 WATf,O
/'� STORMWATER MANAGEMENT PERMIT APPLICATION FORM o� g
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION 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.
I. PROJECT INFORMATION
Project Name Etheridge Acres-Parcel 3
Contact Person Derek A.Dail.P.E.
Phone Number 252-261-3300
Date 3/1 512 01 4
Drainage Area Number DA-1
11. DESIGN INFORMATION
Site Characteristics
Drainage area 57,173.60 flz
Impervious area 18,526.00 ft3
Percent impervious 32.40 %
Design rainfall depth 3.41 in
Peak Flow Calculations
1-yr,24-hr rainfall depth 3.41 in
1-yr,24-hr intensity 8.32 inmr MAR 2 5 2014
Pre-development 1-yr,24-hr discharge f0/sec
Post-development 1-yr,24-hr discharge ft3/sec
Pre/Post 1-yr,24-hrpeak flow control ft3/sec
Storage Volume:Non-SA Waters
Minimum design volume required ff3
Design volume provided to
Storage Volume: SA Waters
1.5"runoff volume 0.00 ff3
Pre-development 1-yr,24-hr runoff volume 41.51 ft3
Post-development 1-yr,24-hr runoff volume 2,043.81 fit'
Minimum required volume 2002.30 ft3
Volume provided 2.438.48 ft3 OK
Soils Report Summary
Soil type BaC
Infiltration rate 2.15 inmr
SHWT elevation 2.55 fmsl
Basin Design Parameters
Drawdown time 0.50 days OK
Basin side slopes 3.00 :1 OK
Basin bottom elevation 5.15 fmsl OK
Storage elevation 6.25 fmsl
Storage Surface Area 3,292.60 ftz
Top elevation 6.75 fmsl
Basin Bottom Dimensions
Basin length 326.00 it
Basin width 3.50 ft
Bottom Surface Area 1.141.00 f13
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin? 0.55 ac-in OK
Length of vegetative filter for overflow 30.00 It OK
Distance to structure 30.00 it OK
Distance from surface waters t2000 1t OK
Distance from water supplywell(s) >100 If OK
Separation from impervious soil layer >5 ft OK
Naturally occuring soil above shwt 4.55 It OK
Bottom covered with 4-in of clean sand? y (Y or N) OK
Proposed drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Bypass provided for larger storms? y (Y or N) OK
Pretreatment device provided y Runoof directed over pervioius areas prior to entering basin
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I.a If Design Summary,Page 2 of 2

Permit No.
(to be provided by OWQ)
III. REQUIRED ITEMS CHECKLIST
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 final review and approval of the project. 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.
Page/Plan
Initials Sheet No.
11 1. Plans(V-50'or larger)of the entire site showing:
Design at ultimate build-out,
Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system.
Maintenance access,
Proposed drainage easement and public right of way(ROW),
Overflow device,and
Boundaries of drainage easement.
t7 k 2 F S 2. Partial plan(1"=30'or larger)and details for the infiltration basin showing:
-Bypass structure,
-Maintenance access,
-Basin bottom dimensions,
-Basin cross-section with benchmark for sediment cleanout,
-Flow distribution detail for inflow,
-Vegetated filler,and
-Pretreatment device.
►� �` , 2 f S 3. Section view of the infiltration basin(1"=20'or larger)showing:
Pretreatment and treatment areas,and
Inlet and outlet structures.
l� s 4. A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
*+;V t5.A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWQ,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
MoCC&*iVty.The supporting calculations.
A D tkr� B. A copy of the signed and notarized operation and maintenance(0&M)agreement.
• Aek#1 9.A copy of the deed restrictions(if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III.Required Items Checklist,Page 1 of 1

'loih.ls�; t JA (1
��i,�'.11aUf C� ^i�.•

Permit No. 0 3 0%
(to be provided by DWO)
A_ �o20Q WAiFgOG
�1 STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name Etheridge Acres-Parcel 3
Contact Person Derek A.Dail.P.E.
Phone Number 252-261-3300
Date 3/15/2014
Drainage Area Number DA-4
IL DESIGN INFORMATION
Site Characteristics
Drainage area 33,000.00 ft2
Impervious area 11,000.00 ft2
Percent impervious 33.33 %
Design rainfall depth 3.41 in
5
Peak Flow Calculations
1-yr,24-hr rainfall depth 3.41 in
1-yr,24-hr intensity 8.32 inthr MAR 2 5 2014
Pre-development 1-yr,24-hr discharge to/sec
Post-development 1-yr,24-hr discharge ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft3/secqVVa t;'^i
Storage Volume:Non-SA Waters ✓ ' '' "' # q
Minimum design volume required Its
Design volume provided rya
Storage Volume: SA Waters
1.5'runoff volume 403.33 to
Pre-development 1-yr,24-hr runoff volume 251.35 rya
Post-development 1-yr,24-hr runoff volume 1,231.78 ft3
Minimum required volume 980.43 its
Volume provided 1.004.00 ft3 OK
Soils Report Summary
Soil type BaC
Infiltration rate 2.15 in/hr
SHWT elevation 2.55 fmsl
Basin Design Parameters
Drawdown time 0.91 days OK
Basin side slopes 3.00 :1 OK
Basin bottom elevation 4.55 fmsl OK
Storage elevation 6.55 fmsl
Storage Surface Area 784.00 03
Top elevation 6.55 fmsl
Basin Bottom Dimensions
Basin length 16.00 It
Basin width 16.00 it
Bottom Surface Area 256.00 fe
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I.a It.Design Summary,Page 1 of 2

Permit No. p
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin? 0.27 ac-in OK
Length of vegetative filter for overflow 30.00 It OK
Distance to structure 30.00 ff OK
Distance from surface waters ±2000 it OK
Distance from water supply well(s) >100 ft OK
Separation from impervious sail layer >5 1t OK
Naturally occuring soil above shwt 3.00 it OK
Bottom covered with 4-in of clean sand? y (Y or N) OK
Proposed drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Bypass provided for larger storms? y (Y or N) OK
Pretreatment device provided y Runoof directed over pervioius areas prior to entering basin
Form SW401 Infiltration Basin-Sev.5 11Apr'2011 Parts I.&II.Design Summary,Page 2 of 2

- • Permit No.
-
(to be provided by DWQ)
Ilf�(IiEQ�11R€D;�TENN�S3G'_FIE�KLIST�� ��� �>,� z_. �}• t h # ,��:•� '� :• � � �; - . ;
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 final review and approval of the project. 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.
Page/Plan
Initials Sheet No.
a 1. Plans(1"-50'or larger)of the entire site showing:
Design at ultimate build-out,
Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way(ROW),
Overflow device,and
Boundaries of drainage easement.
k z F S 2. Partial plan(V=30'or larger)and details for the infiltration basin showing:
-Bypass structure,
-Maintenance access,
-Basin bottom dimensions,
-Basin cross-section with benchmark for sediment cleanout,
-Flow distribution detail for inflow,
-Vegetated filter,and
-Pretreatment device.
a
F^ b S 3.Section view of the infiltration basin 0 =20'or larger)showing:
Pretreatment and treatment areas,and
Inlet and outlet structures.
4.A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
f5.A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWQ,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6.A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
hla«.kivy.The supporting calculations.
11; D ckr�` 8. A copy of the signed and notarized operation and maintenance(0&M)agreement.
�t�cHe 9.A copy of the deed restrictions(if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III.Required Items Checklist,Page 1 of 1

Permit No. Sw7 / C/030 '7
(to be provided by OWQ)
®®_AA o2pf WA7F1 O
w�/J STORMWATER MANAGEMENT PERMIT APPLICATION FORM p�
HCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION 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.
I. PROJECT INFORMATION
Project Name Etheridge Acres
Contact Person Derek A.Dail.P.E.
Phone Number 252.261.3300
Date 3/15/2014
Drainage Area Number DA-3
1l. DESIGN INFORMATION
Site Characteristics
Drainage area 13.206.50 ft'
Impervious area 6.232.20 ft2
Percent impervious 47.19
Design rainfall depth 3.41 in
Peak Flow Calculations
1-yr,24-hr rainfall depth 3.41 in
1-yr,24-hr intensity 8.32 in/hr MAR 2 5 2014
Pre-development 1-yr,24-hr discharge ft'/sec
Post-development 1-yr,24-hr discharge ft'/sec
Pre/Post 1-yr,24-hr peak flow control ft'/sec
Storage Volume:Non-SA Waters .,M
Minimum design volume required n3
Design volume provided ft3
Storage Volume: SA Waters
1.5"runoff volume 165.84 ft 3
Pre-development 1-yr,24-hr runoff volume 170.37 to
Post-development 1-yr,24-hr runoff volume 1,307.68 fP
Minimum required volume 1137.31 h3
Volume provided 1,198.88 113 OK
Soils Report Summary
Soil type BaC
Infiltration rate 2.15 in/hr
SHWT elevation 2.65 fmsl
Basin Design Parameters
Drawdown time 0.53 days OK
Basin side slopes 3.00 :1 OK
Basin bottom elevation 5.10 fmsl OK
Storage elevation 6.25 fmsl
Storage Surface Area 1.643.20 ft'
Top elevation 6.75 fmsl
Basin Bottom Dimensions
Basin length 158.00 It
Basin width 3.50 It
Bottom Surface Area 553.00 fl2
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Pans I.a II.Design Summary,Page 1 of 2

Permit No.
(to be provided by OWO)
Additional Information
Maximum runoff to each inlet to the basin? 0.31 ac-in OK
Length of vegetative filter for overflow 30.00 it OK
Distance to structure >30 it OK
Distance from surface waters 12000 it OK
Distance from water supply well(s) >100 it OK
Separation from impervious soil layer >5.00 it OK
Naturally occuring soil above shwt 3.45 it OK
Bottom covered with 4-in of clean sand? y (Y or N) OK
Proposed drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Bypass provided for larger storms? y (Y or N) OK
Pretreatment device provided y Runoof directed over pervioius areas prior to entering basin
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I.&If.Design Summary,Page 2 of 2

Permit No.
(to be provided by DWO)
ill. REQUIRED ITEMS CHECKLIST
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 final review and approval of the project. 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.
Page/Plan
Initials Sheet No.
-i'sAr 1 1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
•Basin dimensions,
-Pretreatment system,
-High flow bypass system,
•Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement,
2. Partial plan(1"=30'or larger)and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter,and
Pretreatment device.
f
3.Section view of the infiltration basin(1"=20'or larger)showing:
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
b5 4. A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
p k l� ia1 f Fib 4� A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWO,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
y 6.A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
869f&'-ivty, The supporting calculations.
1 A A cU g. A copy of the signed and notarized operation and maintenance(0&M)agreement.
9. A copy of the deed restrictions(if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III.Required Items Checklist,Page 1 of 1

Quible
Quible &Associates, P.C. PO.o,owe,870
ENGINEERING• Kifry Hawk NC 27949
ENVIRONMENTAL SCIENCES•PLANNING•St17JEVING Phone:[phone]
SINCE 1959 Fox:252-261-1260
web:quible.com
March 21, 2014
Scott Vinson 1 • +
NCDENR
Division of Water Quality
943 Washington Square Mail 2 5 2914
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application) ,
Etheridge Acres — Parcel 3
Manteo, Dare County, NC
Mr. Vinson,
On behalf of Derek Hatchell, Jamie Hatchell and James Basnight, Quible & Associates, P.C.
hereby submits for review and approval a High Density Stormwater Management Permit
Application package for the above referenced proposed project in Dare County. The enclosed
narrative will explain in detail the stormwater management of this site.
The following items are included and shall be considered part of this submittal package:
1. Review Fee Check for$505.00;
2. One (1) original and One (1) copy of the Stormwater Management Permit Application
Form w/ one (1) copy of the Infiltration Basin Supplement for each of the four (4)
infiltration basins;
3. One (1) copy of the Operation & Maintenance Agreement Form for the four (4) infiltration
basins;
4. Stormwater Management Plan Narrative;
5. Property Deed;
6. USGS quad excerpt with property identified;
7. Soils Report;
8. Two (2) copies of the Plan Set.
Please do not hesitate to contact me by email at [e-mail] or by phone at (252) 261-
3300 should you have any questions and/or concerns.
Thank you for your attention to this project.
Sincerely,
Quible & Associates, P.C.
Derek A. Dail, P.E.
End: As stated
Cc: Derek Hatchell

DWQ USE ONLY
Date Received Fee Paid Permit Number
Applicable Rules: ❑Coastal SW—1995 ❑Coastal SW—2008 ❑Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina � ) W " E..,�
Department of Environment and Natural Resources
Division of Water Quality MAR 2 5 2M
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original ? t
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Etheridge Acres-Parcel 3
2. Location of Project(street address):
132 Payne Rd.
City:Manteo County:Dare Zip:27954
3. Directions to project(from nearest major intersection):
From the Burnside Rd (SR 1123) &Payne Rd (SR 1124)interaction head north west on Payne Road
approximately 0 2 miles and property is located on the right(north)side of the road immediately after a
bend to the southwest.
4. Latitude:35°54'41"N Longitude:75°41'25"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification ❑Renewal w/Modification+
}Renewals with modifications also requires SWU-102—Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date (if known) .and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
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:2.83 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit:Proposed Impacts 0.5 ac
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:wetland fill(dwr#13-1272)
5. Is the project located within 5 miles of a public airport? [—]No ®Yes
If yes,see S.L.2012-200,Part VI:http:1/12ortal.ncdenr.orglwebLwq/ws/su/statesw/­rules laws
Form SWU-101 Version 06Aug2012 Page 1 of 6

i
ts� � .

III-, CONTACT INFORMATION
1.a.Print Applicant /Signing Official's name and title (specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization_Derek A.Hatchell Sr.
Signing Official&Title:Owner
b.Contact information for person listed in item I above:
Street Address:1002 Driftwood Drive
City:Manteo State:NC Zip:27954
Mailing Address(if applicable):P.O.Box 2405
City:Manteo State:NC Zip:27954
Phone: (252 ) 473-6074 Fax: (252 ) 473-6606
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone#: ( )
Form SWU-101 Version 06Aug2012 Page 2 of 6

IV:- PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
The primary method of stormwater treatment will be via infiltration basins
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 PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑ Coastal SW—1995 ❑ Ph II—Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 6.87 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)—Total Coastal Wetlands Area(5)—Total Surface Water Area(6) =Total Project Area':
6.87 acres
_ Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW) line,and coastal7oetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHW)line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area /Total Project Area)X 100 =25.3% %
9. How many drainage areas does the project have?4(For high density,count 1 for each proposed engineered
stormwater IMF. For low density and other projects,use 1 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 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
Receiving Stream Name Croatan Sound Croatan Sound Croatan Sound Croatan Sound
Stream Class * SA SA SA SA
Stream Index Number* 30-20-(1) 30-20-(1) 30-20-(1) 30-20-(1)
Total Drainage Area(sf) 57,173.6 85,653.2 13,206.5 33,000*
On-site Drainage Area(sf) 57,173.6 85,653.2 13,206.5 33,000
Off-site Drainage Area(sf) 0 0 0 0
Proposed Impervious Area**(so 18,526.5 30,898.4 6,232.20 11,000*
Impervious Area**(total) 32.4% 36.1% 47.2% 33.3%
Impervious"Surface Area Draina e Area_ Drainage Area Draina e Area Drainage Area
On-site Buildings/Lots(sf) 15,750.0 20,250.0 4500.00 11,000
On-site Streets (so 2,776.5 10,648.4 1,732.2 0
On-site Parking (so 0 0 0 0
On-site Sidewalks (sf) 0 0 0 0
Other on-site (at) 0 0 0 0
Future(sf) 0 0 0 1 0
Off-site (so 0 0 0 0
Existing BUA***(sf) 0 0 0 0
Total (so: 18,526.5 30,898.4 6,232.20 11,000
* Stream Class and Index Number can be determined at: http://portal nedenr.org/7oeb/wg[ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings, roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version 06Aug2012 Page 3 of 6

11: -How was the off-site impervious area listed above determined?Provide documentation. AutoCAD Routine
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httl2://12ortal.ncdenr.org/web/wq/­ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office maybe
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdennorg/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Dfj0;
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 �
ht!p://www.envhelp.orgZpages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/management for
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 }� t
receiving stream drains to class SA waters within Vz mile of the site boundary,include the'h
mile radius on the map.
7. Sealed,signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including: n Ar o
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. -Copy of any applicable soils report with the associated SHWT elevations(Please identify —'J-I=SL
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"xll"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal,[phone].) _
10. A copy of the most current property deed. Deed book: 1939 Page No:386
11. For corporations and limited liability corporations(LLC): Provide documentation from the NC b A n
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Derek A.Dail,P.E.
Consulting Firm:Ouible&Associates.P.C.
Mailing Address:PO Drawer 870
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 261-3300 Fax: (252 ) 261-1260
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information, item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information, item 1a) with(print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of 6

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 DWQ Stormwater permit reverts back to
me,the property owner.As the property owner,it is my responsibility to notify DWQ 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:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of .and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la)Derek A. Hatchell,Sr.
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date:
I, a Notary Public for the State of .County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 06Aug2012 Page 6 of 6

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 DWQ Stormwater permit reverts back to
me,the property owner.As the property owner,it is my responsibility to notify DWQ 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:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1,(print or type name of person listed in Contact Information,item 1a)Derek A. Hatchell. Sr.
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules uniler 15A N(�AC 2H.1 00 and any other applicable state stormwater requirements.
Signature: /� (i/7 l <'�rn Date: D
I, i s4' a Nota//rr�y Public for the State of County of
0P2c- .do hereby certify that Dew k �)f4 Q k`e �� personally appeared
before me thisZ 0 day of p2 Qk ,ao )y ,and ackno dg the due execution of the application for a
stormwater permit. Witness my hand and official seal,
CHRISTINE A BOYLE SEAL
NOTARY PUBLIC
Dare County
North Carolina
My Commission Expires January 12,2017
My commission expues
Form SWU-101 Version 06Aug2012 Page 6 of 6

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Soil Map—Dare County,North Carolina
Map Unit Legend
Dare County,North Carolina(NC055)
Map Unit Symbol Map Unit Name Acres In AO1 Percent of AOI
BaC Baymeade fine sand,0 to 10 5.2 63.2%
percent slopes
JoA Johns loamy sand,0 to 2 0.2 2.4%
percent slopes
PoA Ponzer muck,0 to 2 percent 2.9 34.4%
slopes,rarely flooded
Totals for Area of Interest 8.3 100.0%
USDA Natural Resources Web Soil Survey 10/31/2013
Ill'" Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description:Baymeade fine sand,0 to 10 percent slopes---Dare County,North Carolina
Dare County, North Carolina
BaC—Baymeade fine sand, 0 to 10 percent slopes
Map Unit Setting
Elevation:0 to 20 feet
Mean annual precipitation:42 to 58 inches
Mean annual air temperature:61 to 64 degrees F
Frost-free period: 190 to 270 days
Map Unit Composition
Baymeade and similar soils:85 percent
Minor components:5 percent
Description of Baymeade
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional):Summit, shoulder
Landform position (three-dimensional):Crest
Down-slope shape:Convex
Across-slope shape: Convex
Parent material: Loamy and sandy marine deposits
Properties and qualities
Slope:0 to 6 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Well drained
Capacity of the most limiting layer to transmit water(Ksat): High(1.98
to 5.95 in/hr)
Depth to water table:About 48 to 60 inches
Frequency of flooding:None
Frequency ofponding:None
Available water capacity. Low(about 3.7 inches)
Interpretive groups
Farmland classification: Farmland of statewide importance
Land capability(nonirrigated): 3s
Hydrologic Soil Group:A
Typical profile
0 to 3 inches: Fine sand
3 to 36 inches: Fine sand
36 to 49 inches: Fine sandy loam
49 to 80 inches: Loamy fine sand
Minor Components
Leon
Percent of map unit:5 percent
Landform: Flats on marine terraces
Down-slope shape: Linear
USDA Natural Resources Web Soil Survey 10/31/2013
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description;Baymeade fine sand,0 to 10 percent slopes---Dare County,North Carolina
Across-slope shape:Concave
Data Source Information
Soil Survey Area: Dare County, North Carolina
Survey Area Data: Version 13, Jul 3, 2012
Natural Resources Web Soil Survey 10/31/2013
Conservatlon Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description:Johns loamy sand,0 to 2 percent slopes---Dare County,North Carolina
Dare County, North Carolina
JoA—Johns loamy sand, 0 to 2 percent slopes
Map Unit Setting
Elevation:0 to 20 feet
Mean annual precipitation:42 to 58 inches
Mean annual air temperature:61 to 64 degrees F
Frost-free period. 190 to 270 days
Map Unit Composition
Johns and similar soils:85 percent
Minor components:5 percent
Description of Johns
Setting
Landform:Stream terraces
Landform position(three-dimensional):Tread
Down-slope shape:Convex
Across-slope shape:Convex
Parent material.,Loamy alluvium over sandy alluvium
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:20 to 40 inches to strongly contrasting
textural stratification
Drainage class:Moderately well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high(0.57 to 1.98 inlhr)
Depth to water table:About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding:None
Available water capacity: Low(about 3.5 inches)
Interpretive groups
Farmland classification:Prime farmland if drained
Land capability(nonirrigated):2w
Hydrologic Soil Group:C
Typical profile
0 to 4 inches: Loamy sand
4 to 13 inches:Loamy sand
13 to 26 inches:Sandy clay loam
26 to 80 inches:Sand
Minor Components
Icarla,undralned
Percent of map unit.,5 percent
Landform:Depressions
Down-slope shape:Concave
US�Dn Natural Resources Web Soil Survey 10I31I2013
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description:Johns loamy sand,0 to 2 percent slopes---Dare County,North Carolina
Across-slope shape: Concave
Data Source Information
Soil Survey Area: Dare County, North Carolina
Survey Area Data: Version 13, Jul 3, 2012
USDA Natural Resources Web Soil Survey 10/31/2013
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description:Ponzer muck,0 to 2 percent slopes,rarely flooded---Dare County,North
Carolina
Dare County, North Carolina
PoA—Ponzer muck, 0 to 2 percent slopes, rarely flooded
Map Unit Setting
Elevation:0 to 20 feet
Mean annual precipitation:42 to 58 inches
Mean annual air temperature:61 to 64 degrees F
Frost-free period: 190 to 270 days
Map Unit Composition
Ponzer, drained, and similar soils:80 percent
Ponzer, undralned, and similar soils: 10 percent
Description of Ponzer, Drained
Setting
Landform: Flats, pocosins
Down-slope shape: Linear
Across-slope shape:Convex
Parent material.Herbaceous organic material and/or woody organic
material over loamy marine deposits
Properties and qualities
Slope:0 to 1 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Very poorly drained
Capacity of the most limiting layer to transmit water(Ksat):Very low
to moderately low(0.00 to 0.06 in/hr)
Depth to water table:About 0 to 12 inches
Frequency of flooding:Rare
Frequency of ponding: None
Available water capacity.,Very high (about 16.5 Inches)
Interpretive groups
Farmland classification:Farmland of statewide Importance
Land capability(nonirrigated):4w
Hydrologic Soil Group:B/D
Typical profile
0 to 5 inches:Muck
5 to 24 inches:Muck
24 to 52 inches:Silt loam
52 to 80 inches:Silty clay
Description of Ponzer, Undralned
Setting
Landform:Flats, pocosins
Down-slope shape: Linear
Across-slope shape:Convex
Parent material.- Herbaceous organic material and/or woody organic
material over loamy marine deposits
USpp Natural Resources Web Soil Survey 10/31/2013
s� Conservation Service National Cooperative Soil Survey Page 1 of 2

r
Map Unit Description:Ponzer muck,0 to 2 percent slopes,rarely flooded---Dare County,North
Carolina
Properties and qualities
Slope:0 to 1 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Very poorly drained
Capacity of the most limiting layer to transmit water(Ksat):Very low
to moderately low(0.00 to 0.06 In/hr)
Depth to water table:About 0 to 6 inches
Frequency of flooding: Rare
Frequency of ponding:None
Available water capacity.,Very high (about 15.5 inches)
Interpretive groups
Farmland classification: Farmland of statewide importance
Land capability(nonirrigated):7w
Hydrologic Soil Group: B/D
Typical profile
0 to 5 inches: Muck
5 to 24 inches:Muck
24 to 52 inches:Silt loam
52 to 80 inches:Silty clay
Data Source Information
Soil Survey Area: Dare County, North Carolina
Survey Area Data: Version 13, Jul 3, 2012
USDA Natural Resources Web Soil Survey 10I31I2013
5" Conservation Service National Cooperative Soil Survey Page 2 of 2

B; 1939 P: 386 Doe Id: 6333575
0812812D18 01-14 -11 Receipt it 13-1152B
Oac Code, WED NCExnae Tax pO $365.00
DARE • REAL ESTATE OAnzolla XoMul,an-Smith: Register OF DsedE Vory CIO,% NC
COUNTY TRANSFER TAX
6333575 B: ISSA p: 386 page I of 6/
za(I 3\1 a4 PM
Q .1
LT FS F�U-97-
Space above this line,for recording data
L.T.
TAX PARCEL# 024634000
I% Land Transfer Tax $1,924.00
Excise Tax-$365.00
Prepared by: Return to: Cl�
. % q
Charles D.Evans(fW23869-rw) l,Kellogg and tv�ns,P.A.
a licensed North Carolina attorney 110'Box 189'
KELLOGG AND FVANS- P.A-
MAR 2 5 2014
P-0. Box 189
Manteo,NC 27954
Delinquent taxes,if any,in he paid by the el'
attorney to the county tax collector ugan
disbursement of closing proceeds.
NORTI I CAROUNA,DARFCOUN
THIS DEED made this the 28th'd4Li'Qf kw&usf,2013; by and between AIANCYGLYAW WOOD,
unmarried whose mailinga'dijZs;h;,�bst Office Box 2207, Manteo,NC 27954,party of the first
part, to DEREK ALLEI I I jiA TCR,fth,'�Sk, JAMIE BASNJGUT RA WiTELL and JAMES
OSCOE BASN16WT. who�e mailing address is Post Office Box 1983,Manteo,NC 27954,parties
of the secon
IM,
> WITNESSET11 :
THAT the. 081,p;arty%6;the first part. for valuable consideration to her in hand paid by the said
parties of iWe"'N�f,4 part;the receipt of which is hereby acknowledged, has bargained, gold and
cony�,Y�.:.0,",d lh�'I t$qq'gpresents do bargain,sell and convey unto the said parties of the second part.
tbeir Iftirs and., at,;sigrs, all that certain land lying and being on Roanoke lt�lsnd, Nags F lead
Towvql�ip,Dar6 Oounty,North Carolina,and more particularly described a, follows:
`,.See )EXhihll A attached hereto and incorporated herein by
t�fference.

Same being the property conveyed to Jack Lee Wood, separated by deed dated
August 7, 1995 and recorded in Book 1006, Page 394, Public Registry of Dare
County,North Carolina. Jack Lee Wood died August 25.2011 a resident of Dare
County, North Carolina and property was devised to his spouse. Nancy Glynn
Wood un de r h is Last Will and Tcstatn cot 1 i l cd in Estate File N 1 1-E-246 of(he C`erk
of Superior Court.of Dare County,North Carolina.
All ore portion of the properly herein conveyed_includes or X does not include the kiMary
residence of a Grantor.
This convcyanee is made subject to the ad vatorem taxes for 20I3 and any easements,cQvenaiq�and
restrictions of record and any governmental rules and regulations that ma.y'•affect the use thereof.
TO HAVE AND TO HOLD the above described lands and premisesloptl' r Mtlr)i11 the privileges
and appurtenances thereunto belonging unto the said parties of the seci3rld'•.,part, 'Oir heirs and
assigns, in fee simple forever-
AN D the said party of the first part,for herse)f and)Ser heirs,adminisirato'rs,executors and assigns,
covenant to and with(he said parties of the second;p4n,their heirs;arid assigns,that she is seized of
said lands in fee,that she has a good right to convevthe same in fee:sintple;that the same are free
and clear of all encumbrances whatsoever except as.otheiwisg.so'forth herein: and that she will
forever warrant and defend the title to the .same against the.clands of all persons whomsoever.
IN TESTI M ON Y W I I f-.R f?QP, the said party,�Y•(he first rst part has hereunto set her hand and seal,the
day and year first above written.
1 AL)
,.-j1'i N YGLY WOOD
STATE OF NOIk'1l CAROIr[NA }
COUNTY OF'DAR
Notary Public of the County and Slats:aforesaid,
certify tlt@i �N$irc"Ay" yrn Wand, unmarried, personally appeared before me this day and
acknowledged it 'execttt", of the foregoing instrument. Witness my hand and official stamp or
seal,this the dgy of August,2013.
i �13i�1�,L- �• Ali��-
\ \otary Public
Commission Ex jd Z ' Za/g NQr� ��'•%
mill F��1t c*IFfFVA KliKhAY fl ill

EXHIBIT A
Parcel *024634000
132 Payne Road, Manteo, NC 27954
All that certain parcel of land together with any improvements located thereon,
located on Roanoke Island,Nags Head Township, Dare County,North Carolina
and adjoining lands now or formerly owned by Wesley M.Meekins, JP:as.,.
described in Deed Book 662, Page 770, Manteo Lions Club as describedln-Book`..
1859, Page 452, and others and also adjoining the eastern line of Ph se 2�of
Etheridge Acres as shown on map or plat recorded in Plat CabiAk.'C:, Slidl "52A, j
all of the Dare County Registry and being more particularly described as fnllows:
BEGINNING at a set iron rod lying on the Northwestern tuargin.of dio.pgllt of
way of Payne Road, also known as State Road 1124 having h sixtyfp t (60"'J"right
of way, said beginning point also marking the F,asterumdsf\eorneY of Lot 22,
Phase 2, Etheridge Acres, as shown in Plat Cabipet-C;S1idc'5:1T are County
Registry, running thence from said beginnil point along tlye Northeastern line
of Lot 22, Ph. 2, Etheridge Acres North 41 deg. 02 min. 33;0,c. West 140.00 feet
to an existing iron pipe; thence running along'thi,Lots of Phh. 2 Etheridge Acres
as referenced herein, North oo deg. 3o loin. 06 scc:-West 1401.44 feet to a set
iron rod, said set iron rod being locaWd,Narth 68 cleg. g5 min. 52 sec.West
715.93 feet to N.C.G.S. Monument"MQ[A",;thence continuing Nort1127 deg. 22
min. 39 see. East 230.00 feet to a set iron rQd•yet on line 5 feet from actual
corner; thence cornering and runnier South ia3Aeg. 07 min. 18 sec. West 397.26
feet along property line now or fovm' erl'ol�hed by Manteo Lions Club as herein
referenced, to a set iron rod markip tTie Wiest2rnmost corner of the property
now or formerly owned by GVas"ley M.,b'teehirzs,Jr. as set forth in Deed Book 662,
page 77o of the Dare County:iegi-4ry;thence continuing along the Meekins West
line South 13 deg. 35 min.y3sec. .ast'1124.62 feet to a set iron rod; thence
cornering and run)ting S61ith 45&k. 42 min. 07 sec. West 117.69 feet to an
existing iron rodi:,A6 tlieltce'cotllinui�''along the Northwest margin of the right of
way of said Payn6' acl'South $eg. J7 min. 27 sec. West 212.00 feet to the
point or p]a�, df be mrfing:,,Said parcel containing by calculation 6.87 acres or
249,289.23 sgitaie.feet and,lj, ing designated as Parcel 3 of Etheridge Acres.
For a more patticid4r desciiption reference is made to that certain map or plat
made frolpa siigey,h'yj, H.Miller,Jr., PLS, ofQuible &Associates, PC, dated
June "Boundary Survey, Parcel 3, Etheridge Acres, Nags Head
Townshih.. Dare`6uuty, North Carolina" and being filed in Plat Cabinet 1, Slide
85,.9f the�are Fgunty Registry.
v
- i+iiNfJM Rt',Vi;����; �� i� All

a
Permit Number: S w 7 144 o 3 oci
(to be provided by DWQ)
Drainage Area Number: I -4
Infiltration Basin 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:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established,it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance 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.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
infiltration basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or The pipe is clogged(if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged(if
applicable .
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
MAR 2 5 2014
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element: Potentialproblem: How I will remediate theproblem:
The forebay Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or Provide additional erosion
riprap is displaced. 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 pesticides are used,wipe
them on the plants rather than
spraying.
The main treatment area A visible layer of sediment Search for the source of the
has accumulated. sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than Replace the top few inches of filter
5 days after a storm event. media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are Remove the plants by hand or by
growing in the main wiping them with pesticide(do not
treatment area. spray).
The embankment Shrubs or trees have started Remove shrubs or trees
to grow on the embankment. immediately.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW40 1-Infiltration Basin O&M-Rev3 Page 2 of 3

Permit Number:
(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:Etheridge Acres - Parcel 3
BMP drainage area number:1-4
Print name:Derek A. Hatchell, Sr.
Title:Owner
Address:1002 Driftwood Drive, Manteo, NC 27954
Phone:[phone]
Signature:�F
Date: �3 h
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and resident of the subdivision has been named the president.
I,0 �0 )S4t r-A 4 &Z4 , a Notary Public for the State of
(UC , County of J� b QE , do hereby certify that
bpaq k 11—} Q A. )1 personally appeared before me this .3ed
day of MARQ, 1 , d01' , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements.Witness my hand and official seal,
CHRISTINE A BOYLE
NOTARY PUBLIC
Dare County
North Carolina
!I ' My Commission Expires January 12,20 7 �.
I'
SEAL
My commission expires I- Jd 'c9c)17
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

MAP 2 5 2014
Stormwater Management Plan Narrative
Etheridge Acres, Parcel 3 — Roanoke Island, Dare County SEAL
March 15, 2014 033759 ;
General
The following narrative will detail the stormwater management plan for the proposed t ' idge
Acres residential subdivision on Roanoke Island, Dare County.
The Etheridge Acres Subdivision consist of a 10 lot residential subdivision to be located on a
6.87 acre parcel of land on Roanoke Island and just outside of the Town of Manteo corporate
limits and on the north side of Payne Road (SR 1123), approximately 0.2 miles north of the
Burnside Road (SR 1123).
The existing property is located within 0.5 miles of the Croatan Sound (SA Waters) and will be
developed as high density project in accordance with the current NCDENR Coast Stormwater
Regulations. The primary method of stormwater treatment will be via roadside infiltration basin
that will effectively manage the Pre vs. Post construction runoff for the 10 year 24 hour rainfall
event. Following sections of this narrative will demonstrate the parameters of the proposed
stormwater management plan and will illustrate an effective stormwater management system in
compliance with state regulations.
Summary of Existing Conditions
The existing site is a mostly undeveloped wooded parcel of land and has an old deteriorated
house located on the southern portion of the property and adjacent to Payne Road. The
southern portion of the property generally slopes from west to east to 404 wetlands located
along the southern property boundary. The northern portion of the property generally slopes
from north to south to a wetland drain that separates uplands on the northern portion of the
property from uplands on the southern portion of the property. Approximately 31% of the
property area is 404 jurisdictional wetlands. There are no coastal wetlands located on the on-
site.
Summary of Proposed Conditions
The proposed development will subdivide the existing land parcel into 10 single family
residential lots. The minimum lot size will be 15,000 sq.ft. per the Dare County Subdivision
regulations. Subdivision lots will be accessed by a proposed 720 If dead end street that will
connect to Payne Road. The majority of the new lots (1-8) will be located in the western upland
areas on the southern portion of the property. Lots 9 and 10 will be respectively located on
uplands located on the northern and southeastern portions of the property.
The proposed road will require wetland fill for its construction and respective permits have been
applied for and obtained.
Stormwater will be primarily managed by three shallow roadside infiltration basins adjacent to
lots 1-8 and 10. Each basin will be located within the right-of-way and drainage easements
along the front of the lots.
QUIBLE &ASSOCIATES, P.C.
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING
WWW.QUIBLE.COM

Stormwater Management Plan Narrative QW,
'
Etheridge Acres
March15,2014
Lot 9 will require a separate infiltration basin to serve the future single family home site because
it is disconnected from the roadway by the wetland drain separating the southern and northern
portions of the property.
For stormwater purposes, the subdivision can be dived into three distinctive drainage areas for
the respective roadside infiltration basins and a fourth drainage area for the residential home
site located on Lot 9. The drainage areas are depicted on the permit drawings and are outlined
in the following sections.
Drainaoe Areas 1-3
The watershed area for Drainage Areas 1-3 primarily consist of the proposed entrance road and
lots 1-8 and 10. Stormwater draining from impervious surfaces within the street right-of-way
and the lots will be conveyed to roadside infiltration basin/swales located within each respective
drainage area.
Development within the drainage areas will employ low impact development techniques where
stormwater draining from the residential impervious areas are to be directed to adjacent
pervious areas and subsequently conveyed to the roadside infiltration basins via overland flow.
The conveyance of stormwater via overland flow over the pervious areas will allow for significant
infiltration into the insitu sandy soils. Direct channelization of stormwater from impervious
surfaces will not be permitted within the development.
The following Drainage Area Land Characteristics Design Summary Table summarizes land and
BUA design parameters used to determine stormwater runoff characteristics for drainage areas
1-3.
Draina a Area Land Characteristic Design SummaryTable : DA's 1-3
Drainage Total Area Proposed Proposed Pre Con Post Con 10yr-24hr
Area (sf) BUA(sf) Coverage CN CN rainfall
depth in
1 57,173.6 18,526.5 32.4 % 37.7 58.1 3.41"
2 85.653.2 30,898.4 36.1 % 43.8 63..5 3.41"
3 13,206.5 6,323.2 47.2 % 48.9 74.1 3.41"
10yr-24hr Pre and Post construction runoff volumes were determined utilizing the Discrete SCS
Curve Number Method. The 10yr-24hr rainfall depth for the development area is 3.41 inches
per NOAA precipitation frequency data. Pre and post construction curve numbers for each
basin area provided in the previous Drainage Area Land Characteristics Design Summary
Table.
Each roadside infiltration basin has been designed to completely store the difference between
the post construction and pre construction 10yr-24hr runoff volumes (pre vs. post) for each
respective drainage area.
Pre and post construction runoff volumes, required storage volumes and provided storage in
each respective infiltration basin/swale are provided in the following Infiltration Basin/Swale
Design Summary Table.
2

Stormwater Management Plan Narrative t(( I)'
Etheridge Acres ��
March15,2014
Infiltration Basin/Swale Design Summar Table : DA's 1-3
Drainage Area - Pre-Con. Runoff Post Con. Storage Storage
Infiltration Volume (cf) Runoff Volume Required (cf) Provided (cf)
Basin/Swale cf
1 41.51 2,043.81 2,002.30 2,438.48
2 400.31 4,601.74 4,201.43 4,296.98
3 170.37 1,307.68 1,137.31 1,158.91
The primary method of stormwater treatment within each drainage area is infiltration.
Stormwater draining from impervious surfaces is directed to pervious areas and/or infiltration
basins. Stormwater directed to pervious land area will infiltrate into the existing insitu porous
soil. Any stormwater runoff volumes that exceed the infiltration capacity of the insitu soils will be
conveyed overland to the infiltration basins/swales where the runoff volume in excess of the
10yr-24hr rainfall event will be detained until it infiltrates into the basin bottoms.
The insitu soils have a calculated soil hydraulic conductivity of 2.15 in/hr. Infiltration
Basin/Swale drawdown times have been calculated and are determined to less than the five day
maximum requirement. Infiltration Basin/Swale drawdown times have been computed and are
provided in the following Infiltration Basin/Swale Drawdown Time Table.
Infiltration Basin/Swale Drawdown Time Table : DA's 1-3
Drainage Area - Hydraulic Infiltration Provided Drawdown
Infiltration Conductivity Basin/Swale Storage Time (days)
Basin/Swale in/hr Bottom Area sf Volume (cf
1 2.15 1,141.00 2,438.48 0.50
2 2.15 2,182.50 4,296.98 0.47
3 2.15 553.00 1,158.91 0.53
If the development experiences rainfall events that exceed the storage capacity of the infiltration
basins, excess stormwater will be directed to overflow structures in each basin. All overflow
structures are weir structures and have been designed to pass the runoff flow of the 10yr peak
stormwater flow (Q).
Each overflow structure directs stormwater to downstream vegetated conveyances of lengths 30
feet or greater and is discharged to the on-site wetland drain.
Calculations supporting the weir overflow structures are included in the appendix of this
narrative.
Drainage Area 4
The watershed area for Drainage Area 4 primarily consist the proposed (future) residential
home site located on lot 9. Stormwater draining from impervious surfaces on Lot 9 will be
conveyed to an infiltration basin located on the property and down gradient of the impervious
surfaces. The infiltration basin will only serve Lot 9.
3

Stormwater Management Plan Narrative '
Etheridge Acres
March15,2014
Development within the drainage area will employ low impact development techniques where
stormwater draining from the residential impervious areas are to be directed to adjacent
pervious areas and subsequently conveyed to the on-site infiltration basin via overland flow.
The conveyance of stormwater via overland flow over the pervious areas will allow for significant
infiltration into the insitu sandy soils. Direct channelization of stormwater from impervious
surfaces will not be permitted.
The residential site plan layout for Lot 9 is unknown at this time; however reasonable
assumptions have been made to determine the runoff characteristic of the future residential
home site.
Per the deed restrictions the residential lot will restrict the lot BUA 15,000 sq.ft. As previously
mentioned the Lot is separated from the rest of the development by a wetland drain at the end
of the proposed road. This wetland drain will require a driveway to cross the wetland and
access Lot 9.
- The driveway will require t4,000 sq.ft. of impervious surface over the wetland area and will
require approximately 2.0 feet of fill. The owner request a minor various to exclude the
driveway section in the wetland fill areas from stormwater treatment requirements, because
there is not sufficient grade to direct stormwater to down gradient treatment BMP's.
The remaining 11,000 sq.ft. of deed restriction BUA will be available for the residential home
site. The future infiltration basin has been sized to completely store the difference between the
post construction and pre construction 10yr-24hr runoff volumes (pre vs. post) for a drainage
area with 33% BUA (33,000 sq.ft.).
The following Drainage Area Land Characteristics Design Summary Table summarizes land and
BUA design parameters used to determine stormwater runoff characteristics for drainage areas
1-3.
Draina a Area Land Characteristic Design Summary Table : DA 4
Drainage Total Area Proposed Proposed Pre Con Post Con 10yr-24hr
Area (sf) BUA(sf) Coverage CN CN rainfall
depth in
4 33,000 11,000 33.3 % 36.0 58.7 3.41"
10yr-24hr Pre and Post construction runoff volumes were determined utilizing the Discrete SCS
Curve Number Method. The 10yr-24hr rainfall depth for the development area is 3.41 inches
per NOAA precipitation frequency data. Pre and post construction curve numbers for each
basin area provided in the previous Drainage Area Land Characteristics Design Summary
Table.
The infiltration basin has been designed to completely store the difference between the post
construction and pre construction 10yr-24hr runoff volumes (pre vs. post).
Pre and post construction runoff volumes, required storage volume and design storage volume
in the infiltration basin are provided in the following Infiltration Basin/Swale Design Summary
Table.
4

Stormwater Management Plan Narrative ©,'
Etheridge Acres
March15,2014
Infiltration Basin/Swale Design Summary Table : DA 4
Drainage Area - Pre-Con. Runoff Post Con. Storage Storage
Infiltration Volume (cf) Runoff Volume Required (cf) Provided (cf)
Basin/Swale cf
4 251.35 1,231.78 980.43 1,004.00
The primary method of stormwater treatment within each drainage area is infiltration.
Stormwater draining from impervious surfaces is directed to pervious areas and/or the infiltration
basin. Stormwater directed to pervious land area will infiltrate into the existing insitu porous soil.
Stormwater runoff volume that exceeds the infiltration capacity of the insitu soils will be
conveyed overland to the infiltration basins/swales where the runoff volume in excess of the
10yr-24hr rainfall event will be detained until it infiltrates into the basin bottoms.
The insitu soils have a calculated soil hydraulic conductivity of 2.15 in/hr. Infiltration
Basin/Swale drawdown times have been calculated and are determined to less than the five day
maximum requirement. Infiltration Basin/Swale drawdown times have been computed and are
provided in the following Infiltration Basin/Swale Drawdown Time Table.
Infiltration Basin/Swale Drawdown Time Table : DA 4
Drainage Area - Hydraulic Infiltration Provided Drawdown
Infiltration Conductivity Basin/Swale Storage Time (days)
Basin/Swale in/hr Bottom Area sf Volume cf
1 2.15 2.56 1.004.00 0.91
The top of the infiltration basin will be constructed at existing grade. If the drainage area
experiences rainfall events that exceed the storage capacity of the infiltration basin the basin,
excess stormwater will overtop the down gradient side of the basin and be directed to the
wetlands via overland sheet flow. The basin is to be sited, at minimum, 30 feet upstream of the
wetlands and at sufficient ground elevation as to maintain 2.0' separation from the season high
water table.
Soils
Quible & Associates performed on-site soil borings to verify soil type, determine the season high
water table, and to determine the insitu hydraulic conductivity.
The soils observed on-site generally agrees with the United States Department of Agriculture,
Soil Conservation Service (NRCS) Soil Survey of Dare County, report the soils for this site
include the following:
BaC — Baymeade fine sand, 0 to 10 percent slopes, nearly level, well drained
JoA—Johns loamy sand. 0 to 2 percent slopes
PoA— Ponzer Muck, 0 to 2 percent slopes, nearly level, poorly drained
Soil Borings performed by Quible & Associates indicated a season high water table of
approximately 2.55 feet. The lowest basin bottom within the development is specified to be 4.55
feet and is 2.0 feet above the season high water table. Documentation regarding the
subsurface soil investigations is attached in the appendix of this narrative.
5

Stormwater Management Plan Narrative '
Etheridge Acres
March15,2014
Soil hydraulic conductivity testing by Quible & Associates yielded an insitu hydraulic conductivity
of 2.15 inches per hour.
Calculations
A copy of the stormwater calculations can be found within the appendix portion of this narrative.
Conclusions
The proposed stormwater management plan for the Etheridge Acres - Parcel 3 will effectively
manage the Pre vs. Post construction runoff for the 10 year 24 hour rainfall event for all
proposed impervious surfaces. The proposed system will offer preliminary and primary method
of stormwater treatment as well as an alternate method of disposal should the capacity of any
site BMP be exceeded. The proposed design will more than adequately serve the stormwater
management requirements of the site.
6

APPENDIX
APPENDIX A - USGS TOPOGRAPHIC MAP
APPENDIX B - NC DENR STORMWATER CALCULATIONS
APPENDIX C - SOILS DATA
APPENDIX D - PROPERTY DEED
APPENDIX E - RAINFALL DATA

APPENDIX A
USGS TOPOGRAPHIC MAP

MANTE0 QUADIANOL6
(POINT ' NOR Ili CAROLINA
HARBOR) TOPOGRAPIIICSERILS (Utavailable)
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(EAST LANE SE) SCALE 124000 (OREGON
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APPENDIX B
NC DENR STORMWATER CALCULATIONS

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Appendices
Table 8.03d Runoff depth for selected CN's and rainfall amounts '
Runoff depth for curve number of-
Rainfall 40 45 50 55 60 65 70 75 80 85 90 95 98
------------------------------------------------------------inches-----------------------------------------------------------
1.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.08 0.17 0.32 0.56 0.79
1.2 0.00 0.00 0.00 0.00 0.00 0.00 .03 .07 .15 .27 .46 .74 .99
1.4 0.00 0.00 0.00 0.00 0.00 .02 .06 .13 .24 .39 .61 .92 1.18
1.6 0.00 0.00 0.00 0.00 r 01 .05 .11 .20 .34 .52 .76 1.11 1.38
1.8 0.00 0.00 0.00 0.00 .03 .09 .17 .29 .44 .65 .93 1.29 1.58
2.0 0.00 0.00 0.00 .02 .06 .14 .24 .38 .56 .80 1.09 1.48 1.77
2.5 0.00 0.00 j .02 .08 .17 .30 .46 .65 .89 1.18 1.53 1.96 2.27
3.0 0.00 --:02 .09 .19 .33 .51 .71 .96 1.25 1.59 1.98 2.45 2.77
3.5 .0 .08 .20 .35 .53 .75 1.01 1.30 1.64 2.02 2.45 2.94 3.27
4.0 .06 .18 .33 .53 .76 1.03 1.33 1.67 2.04 2.46 2.92 3.43 3.77
4.5 .14 .30 .50 .74 1.02 1.33 1.67 2.05 2.46 2.91 3.40 3.92 4.26
5.0 .24 .44 .69 .98 1.30 1.65 2.04 2.45 2.89 3.37 3.88 4.42 4.76
6.0 .50 .80 1.14 1.52 1.92 2.35 2.81 3.28 3.78 4.30 4.85 5.41 5.76
7.0 .84 1.24 1.68 2.12 2.60 3.10 3.62 4.15 4.69 5.25 5.82 6.41 6.76
8.0 1.25 1.74 2.25 2.78 3.33 3.89 4.46 5.04 5.63 6.21 6.81 7.40 7.76
9.0 1.71 2.29 2.88 3.49 4.10 4.72 5.33 5.95 6.57 7.18 7.79 8.40 8.76
10.0 2.23 2.89 3.56 4.23 4.90 5.56 6.22 6.88 7.52 8.16 8.78 9.40 9.76
11.0 2.78 3.52 4.26 5.00 5.72 6.43 7.13 7.81 8.48 9.13 9.77 10.39 10.76
12.0 3.38 4.19 5.00 5.79 6.56 7.32 8.05 8.76 9.45 10.11 10.76 11.39 11.76
13.0 4.00 4.89 5.76 6.61 7.42 8.21 8.98 9.71 10.42 11.10 11.76 12.39 12.76
14.0 4.65 5.62 6.55 7.44 8.30 9.12 9.91 10.67 11.39 12.08 12.75 13.39 13.76
15.0 5.33 6.36 7.35 8.29 9.19 10.04 10.85 11.63 12.37 13.07 13.74 14.39 14.76
1 / Interpolate the values shown to obtain runoff depths for CN's or rainfall amounts not shown.
Rev.6/06 8.03.13

APPENDIX C
SOILS DATA

uible SINCE 1959
MEMORANDUM & Associates, P.0.
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES a SURVEYING
Phonr. [phone]
Fax: [phone]
Web: w .qulble.eom
To: Derek Dail, PE r
From: Warren D. Eadus, P.G. ( 6z
Date: December 17. 2013
Re: Etheridge Acres
Based on soil borings and piezometers advanced in the general locations specified by you,the
SHWT along portions of Payne Road in the vicinity of Lot 2 are 52 inches from ground surface. Soils
reviewed in the borings advanced in the general location of wetlands flag A8(about 20 feet in the
uplands direction)indicated that the SHWT could be expected to be around 24 inches from the
ground surface. You can assume that the elevation of the wetlands line is approximately the
elevation of the SHWT. The wetlands drain that runs through the site is stark with black histic soils
with uplands increasing in elevation at steep slopes.
Hydraulic conductivity(K)was measured in the piezometer installed in the location of the boring
adjacent to wetlands flag A8(please refer to wetlands delineation)and found to be at least 2.15
inches per hour(conservative).

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WELL TEST ANALYSIS
Data Set: Q:\2013\Pl3O7O\Documents\Sluql.agt
Date: 12/02/13 Time: 11:27:02
PROJECT INFORMATION
Company: Quible &Associates P.C.
Client: Quible
Project: 13070
Location: M_ anteo
Test Well: MW1
Test Date: 11/4/13
AQUIFER DATA
Saturated Thickness: 30. ft Anisotropy Ratio (Kz/Kr): 1.
WELL DATA(New Well)
Initial Displacement: 1.81 ft Static Water Column Height: 2.22 ft
Total Well Penetration Depth: 9. ft Screen Length: 7. ft
Casing Radius: 0.083 ft Well Radius: 0.167 ft
—_-
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice

AQTESOLV for Windows
Data Set: Q:\2013\P13070\Documents\Slug 1.agt
Date: 12/02/13
Time: 11:30:36
PROJECT INFORMATION
Company: Quible &Associates, P.C.
Client: Quible
Project: 13070
Location: Manteo
Test Date: 11/4/13
Test Well: MW1
AQUIFER DATA
Saturated Thickness: 30. ft
Anisotropy Ratio (Kz/Kr): 1.
SLUG TEST WELL DATA
Test Well: New Well
X Location: 0. ft
Y Location: 0. ft
Initial Displacement: 1.81 ft
Static Water Column Height: 2.22 ft
Casing Radius: 0.083 ft
Well Radius: 0.167 ft
Well Skin Radius: 0.167 ft
Screen Length: 7. ft
Total Well Penetration Depth: 9. ft
No. of Observations: 64
Observation Data
Time min Displacement(ft) Time min Displacement(ft)
0.5833 2.179 1.117 2.118
0.6 2.172 1.133 1.999
0.6167 2.169 1.15 1.897
0.6333 2.171 1.167 1.572
0.65 2.17 1.183 1.368
0.6667 2.172 1.2 1.428
0.6833 2.171 1.217 1.303
0.7 2.173 1.233 1.254
0.7167 2,171 1.25 1.007
0.7333 2.171 1.267 0.791
0.75 2.176 1.283 0.856
0.7667 2.171 1.3 0.826
0.7833 2.176 1.317 0.717
0.8 2.171 1.333 0.442
0.8167 2.169 1.35 0.361
0.8333 2.171 1.367 -0.287
0.85 2.17 1.383 -0.015
0.8667 2.166 1.4 0.024
0.8833 2.17 1.417 0.271
0.9 2.173 1.433 0.407
12/02/13 1 11:30:36

AQTESOLV for Windows
Time min Displacement(ft) Time(min) Displacement ft
0.9161 2.174 1.45 0.07
0.9333 2.181 1.467 0.065
0.95 2.174 1.483 0.063
0.9667 2.176 1.5 0.063
0.9833 2.177 1.517 0.065
1. 2.177 1.533 0.064
1.017 2.177 1.55 0.075
1.033 2.174 1.567 0.17
1.05 2.177 1.583 0.092
1.067 2.176 1.6 0.088
1.083 2.174 1.617 0.031
1.1 2.18 1.633 0.
SOLUTION
Slug Test
Aquifer Model: Unconfined
Solution Method: Bouwer-Rice
In(Re/rw): 2.526
VISUAL ESTIMATION RESULTS
Estimated--Pa ra meters
Parameter Estimate
K Q4.�,9833 ft/min 2 • 13 'w I �r•
y0 1001.5 ft
K = 0.001515 cm/sec
T = K*b = 0.08949 ftz/min (1.386 sq. cm/sec)
12/02/13 2 11:30:36

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Soil Map—Dare County,North Carolina
Map Unit Legend
Dare County,North Carolina(NC055)
Map Unit Symbol Map Unit Name Acres In AOI Percent of A01
BaC Baymeade fine sand,0 to 10 5.2 63.2%
percent slopes
JoA Johns loamy sand,0 to 2 0.2 2.4%
percent slopes
P0A Ponzer muck,0 to 2 percent 2.9 34.4%
slopes,rarely flooded
Totals for Area of Interest 8.3 100.0%
USDA Natural Resources Web Soil Survey 10/31/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description:Baymeade fine sand,0to 10 percent slopes---Dare County,North Carolina
Dare County, North Carolina
BaC—Baymeade fine sand, 0 to 10 percent slopes
Map Unit Setting
Elevation:0 to 20 feet
Mean annual precipitation:42 to 58 inches
Mean annual air temperature:61 to 64 degrees F
Frost-free period: 190 to 270 days
Map Unit Composition
Baymeade and similar soils:85 percent
Minor components:5 percent
Description of Baymeade
Setting
Landform:Ridges on marine terraces
Landform position (two-dimensional):Summit, shoulder
Landform position (three-dimensional):Crest
Down-slope shape:Convex
Across-slope shape:Convex
Parent material: Loamy and sandy marine deposits
Properties and qualities
Slope:0 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class:Well drained
Capacity of the most limiting layer to transmit water(Ksat):High(1.98
to 5.95 in/hr)
Depth to water table:About 48 to 60 inches
Frequency of flooding:None
Frequency of ponding: None
Available water capacity:Low(about 3.7 inches)
Interpretive groups
Farmland classification:Farmland of statewide Importance
Land capability(nonirrigated):3s
Hydrologic Soil Group:A
Typical profile
0 to 3 inches:Fine sand
3 to 36 inches:Fine sand
36 to 49 inches: Fine sandy loam
49 to 80 inches:Loamy fine sand
Minor Components
Leon
Percent of map unit.,5 percent
Landform:Flats on marine terraces
Down-slope shape: Linear
TNatural Resources Web Soil Survey 10/31/2013
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description:Johns loamy sand,0 to 2 percent slopes---Dare County,North Carolina
Dare County, North Carolina
JoA—Johns loamy sand, 0 to 2 percent slopes
Map Unit Setting
Elevation:0 to 20 feet
Mean annual precipitation:42 to 58 inches
Mean annual air temperature:61 to 64 degrees F
Frost-free period., 190 to 270 days
Map Unit Composition
Johns and similar soils:85 percent
Minor components:5 percent
Description of Johns
Setting
Landform:Stream terraces
Landform position (three-dimensional):Tread
Down-slope shape:Convex
Across-slope shape:Convex
Parent material:Loamy alluvium over sandy alluvium
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:20 to 40 inches to strongly contrasting
textural stratification
Drainage class:Moderately well drained
Capacity of the most limiting layer to transmit water
(Ksat):Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table:About 18 to 36 inches
Frequency of flooding:None
Frequency of ponding: None
Available water capacity:Low(about 3.5 Inches)
Interpretive groups
Farmland classification: Prime farmland if drained
Land capability(nonirrigated):2w
Hydrologic Soil Group:C
Typical profile
0 to 4 Inches:Loamy sand
4 to 13 inches:Loamy sand
13 to 26 inches:Sandy clay loam
26 to 80 inches:Sand
Minor Components
Icaria, undrained
Percent of map unit.5 percent
Landform:Depressions
Down-slope shape:Concave
LSDA Natural Resources Web Soil Survey 10/31/2013
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description:Ponzer muck,0 to 2 percent slopes,rarely flooded---Dare County,North
Carolina
Dare County, North Carolina
PoA—Ponzer muck, 0 to 2 percent slopes, rarely flooded
Map Unit Setting
Elevation:0 to 20 feet
Mean annual precipitation:42 to 58 inches
Mean annual air temperature:61 to 64 degrees F
Frost-free period., 190 to 270 days
Map Unit Composition
Ponzer, drained, and similar soils.80 percent
Ponzer, undrained, and similar soils: 10 percent
Description of Ponzer, Drained
Setting
Landform:Flats, pocosins
Down-slope shape: Linear
Across-slope shape:Convex
Parent material.Herbaceous organic material and/or woody organic
material over loamy marine deposits
Properties and qualities
Slope:0 to 1 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Very poorly drained
Capacity of the most limiting layer to transmit water(Ksat):Very low
to moderately low(0.00 to 0.06 in/hr)
Depth to water table:About 0 to 12 Inches
Frequency of flooding: Rare
Frequency of ponding:None
Available water capacity.Very high (about 15.5 Inches)
Interpretive groups
Farmland classification: Farmland of statewide Importance
Land capability(nonirrigated):4w
Hydrologic Soil Group:B/D
Typical profile
0 to 5 inches:Muck
5 to 24 Inches:Muck
24 to 52 inches:Silt loam
52 to 80 inches:Silty clay
Description of Ponzer, Undrained
Setting
Landform: Flats, pocosins
Down-slope shape: Linear
Across-slope shape:Convex
Parent material. Herbaceous organic material and/or woody organic
material over loamy marine deposits
USDA Natural Resources Web Soil Survey 10/31/2013
Conservation Service National Cooperative Soil Survey Page 1 of 2

APPENDIX D
PROPERTY DEED

B: 1939 P: 386 Doc Id: 6333575
08128MO 01.14 M11 Receipt t 13-1152a
0o, Code DEED NCExciRe Tax Pn $365,OD
DARE REAL ESTATE JRnzolla 4OMullan-Smith: Register of Deeds Dare C19,% NO
COUNTY TKAN3FTR TAX
Kk 631�1575 S: 1939 p; 386 Page I of !a4 PM
LT ,04
C601 - mill W&M11 U ill l4le4irw IW6 V1 41
Space above this line for recording data
L.T..rAO
TAX PARCEL# 02463 4000
1% Land Transfer Tax .$1,824.00
Excise Tax- $365.00 ......
Prepared by: Return to:
Charles D.Evans(FA23869-rkv) Kellogg and 8 v�ns,P.A.
a licensed North Carolina attorney RO, Box 189�l
KELLOOG AND FVANS- P.A.
P-0. Box 189 ......
Manteo,NC 27954
Delinquent taxes, if any,to he paid by tho c I Ilog, 1",
attorney to the county tax collector upon
disbursement of closing proceeds.
No RTI I CA RO LIN A,DARE CouN
THIS DEED made this the 2 8 riftl 4i1,of August;20 13; by and between A'ANCY GL YXV WOOD,
unmarried, whose Oftice Rox 2207, Nlanteo, NC 27954,party of the first
part, to DEREK ALLEI I�ikil TCM1h,-'�Sk, JAMIE BASNIGHT HA TCLrELL and JAMES
OSCOE BASNIGHT, who§e mailing address is I'D st Office Box 1983, Ma n(cc),NC.27954,parties
of the second-,p`ori" ...........
/>
WITNESSETH :
THAT the.,SPl arty n ,tfis first part, for valuable consideration to her in hand paid by the said
parties of t'he S'P61'qftdpart;the receipt of which is hereby acknowicdgM, has bargained' sold and
Cony t: t q' presents do bargain, sell and convey unto the said parties of the second part_
tbeir. eirs aild iissigna, all that certain land lying and being on Roanoke Island, Nags Flead
TO vq ip,Dare 0ounty,North Carolina, and more particularly described as follows.
.,See tvhibit A attached hereto and incorporated herein by
,Werence.

Same being the property conveyed to Jack Lee Wood, separated by deed dated
August 7, 1995 and recorded in Book 1006, Page 394, Public Registry of Dare.
County,North Carolina. Jack(.ee Wood died August 25.2011 a rosidenl of Dare
County, North Carolina and property was devised to his spouse, Nancy Glynn
Wood under h is last Will and Testament 1 ilcd in Estate File N 1 1-E-246 of the Clerk
of Superior Court of Darc County,North Carolina.
All or a portion of the propety herein conveyed_includes or X does not include tli Ornary
residence of a Gran(or.
This convcyanue is made subject to the ad valorem taxes for 20I3 and any easemerit3,,6 ovenantp and
restrictions of record and any governmental rules and regulations that rfiay`affect the use thereof.
TO HAVE AND TO HOLD the above described lands and prenuises3ogetfrer A111i the privileges
and appurtenances thereunto belonging unto the said parties of the seci3rl�•.,par[;t)$ir heirs and
assigns, in fee simple forever. _
- -
AND the said party of tire first part,for berselfandhr heirs, admipisO- ors,executors and assigns,
covenant to and with the said pubes ofthe second;piire, their heirs.and assigns,that she is seized of
said lands in fee,that she has a good right to convev'the same in f6e:simple;that the same are free
and clear of all encumbrances whatsoever except as,otthervis i4'forth herein; and that she will
forever warrant and defend the title to the same againsftheciainfs of all persons whomsoever.
IN TESTIMONY WI IFR tiOP, the said party,oYfhe first part has hereunto set her hand and seal,the
day and year first above written.
l AL)
l .JV pN Y GL WOOD
STATE OF NOR, CA A 1
COUNTY OF /
;il
1, a Notary Public of the County and Slate aforesaid,
certify tltai NNE c"'G( yrn Wood, unmarried, personally appeared before me this day and
e
acknowledged exectltkon of the foregoing instrument. Witness my hand and official stamp or
sea], this the ;-'9 'day of August,2013.
Notary Public
-- "- -- �rurnrrq
Mlm
'NQ,Qommission Expires Z�' Za N0744 �� x
�u .ta•
mill IaVNIA01KI I411I Ill

EXHIBIT A
Parcel #024634000
132 Payne Road, Manteo, NC 27954
All that certain parcel of land together with any improvements located thefeun,
located on Roanoke Island,Nags Head Township, Dare County,North Cardbi
and adjoining lands now or formerly owned by Wesley M.Meekins, J ry as `•
described in Deed Book 662, Page 770, Manteo Lions Club as described in-Iipok
1859, Page 452, and others and also adjoining the eastern line of Hlase 2.of
Etheridge Acres as shotim on Wrap or plat recorded in Plat Cabinst;'C, Slid
c-2A, j
all of the Dare County Registry and being more particularly deseri4d as fellows:
BEGINNING at a set iron rod lying on the Northwestern rnargin.6ttlit•.�igl t of
way of Payne Road, also known as State Road 1124 having h sixty pi t(Go'�•right
of way, said beginning point also marking the E4stertamdst\corne) (if Lot 22,
Phase 2, Etheridge Acres, as shown in Plat Cabinet Q S1idc�sA pace County
Registry, running thence from said beginniq�paint alottg.the Northeastern line
of Lot 22, Ph. 2, Etheridge Acres North 41 deg. 02 min. 33;s ,c. West 140.00 feet
to an existing iron pipe; thence running along`thlb Lots of plr'. 2 Etheridge Acres
as referenced herein, North 00 deg. 30 min. oS sCC:Westi t401.44 feet to a set
iron rod, said set iron rod being locaWd,North 68 deg. 55 min. 52 sec. West
715.93 feet to N.C.G.S. Monument"MQiW'q thence continuing North 27 deg. 22
min. 39 sec. East 230.00 feet to a set irontgd•yet on line 5 feet from actual
corner; thence cornering and runni-%'-8"outh ta3 deg, 07min. 18 sec. West 39T26
feet along property line now or foM- erly m�fied by Manteo Lions Club as herein
referenced,to a set iron rodmarkh,19 the Wi sternmost corner of the property
now or formerly owned by Wes"leyhf.',Meek'iits,Jr. as set forth in Deed Book 662,
page 77o of the Dare Count),iH gi.�rM thence continuing along the Meekins West
line South 13 deg. 35 min•. 3114ee,, .asf'1124.62 feet to a set iron rod; thence
cornering and running Sp tgth 45 no-9- 42 min. 07 sec. West 117.69 feet to an
existing iron roOtlifehce` n)in 'i g''along the Northwest margin of the right of
wav of said Pa�n�R So
in a!
57 min. 2�7 see. West 212,00 feet to the
point or plapejdfb &intg
c f :,Said parcel containing by calculation 6.8y acres or
299,289.23 s tlaieet an', Bing designated as Parcel 3 of Etheridge Acres.
For a more pattic'td4r deSeiiption reference is made to that certain map or plat
made fro�ra sttrvey,byj. H. Miller, ,Jr., PLS, of Quible &Associates, PC, dated
,June 2t}; 2o1g;Cptitl6d`Boundary Survey, Parcel 3, Etheridge Acres, Nags Head
Township. Dare 6u.nty, North Carolina" and being filed in Plat Cabinet I, Slide
85,pf the are.-C "my Registry.
III l�Jr rF�4'Lltl#I�k�s�'��v ah9h�?ll;jjpkh 6*k 1141

APPENDIX E
RAINFALL DATA

Precipitation Frequency Data Server Page I of 4
NOAA Atlas 14,Volume Version 3 4
�.°,,,,4
Location name: o,North Carolina,US"
Latitude:35.9143143*,Longitude:•75.6909° LI
Elevation:9 ft p
'source:Google Main;
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.yekta,and D.Riley
NOAA,National Wester Service,Silver Sprint,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals (In Inches)'
Duration��� Average
Urage recurrence Interval sera 100 200 500 1000
5-min (0.4105-0500 (0.487-0584 (0.559-0.1669) (0.632-0758) (0.709-0853) 0.7074-0936)(0.367601 (0.93818.09) (0.96309.19 (103116.27)
10-min 0.727 0.852 0.978 1.11 1.25 1.37 ) ( 1.46 ) ( 1.58 1.72 ) ( 1.83 )
(0.863-0.799 (0.778-0.934) (0.895-1.07) (1.01-1.21) (1.13-1.38) (1.23-1.49 1.33-1.61 1.42-1.73) (1.52-1.88 1.62-2.01
15•min 0.8290999 0.979-1.17 1.13-135 1.8•40.53 1.43518.72 1,567,89 16882.04 17902.18 1.212.36 2.3-2.52
( . 72 01.1437 1. 1.6192) (122.22) 2.12 .55 2.35 .84 (2.57312) (278'3.38) (3.8 3.B4.0830mn •25 14E 76 0 2353 44
265 3 1 4 6oin 155 8 ) 5A4
(1.42-1.71) (1.70-2.04) (2.41-2.9) (2.83-3.40) (3.19-3.85) 4 (3.90-4.75) 4.3 (4.79-5.96)
2-hr IF 1.78 2.14 2.65 3 7 3.82 4.40 4.99 5.62 8.48 7.25
(1.61-1.96) (1.94-2.35) (2.40-2.91) (2.87-3.47) (3.44-4.17) (3.95-4.81) (4,46-5.45) (4.99-6.14) (5.71-7.09) (6.34-7.93)
3-hr 1.95 2.34 2.91 3.51 4.28 4.99 5.72 6.52 7.64 8.67
1.76-2.18 2.13-2.58 2.64-3.21 3,17-3,87 3.84-4.70 4.45-5.45 5.08-6.25 5.74-7.12 6.66-8.34 7.48-9.46
0 525
B•hr 2,16-2,64 2.5903.16 3.353.94 3.834.75 4.7175.78 5A9-16.74 6.607.74 .1808.84 8.27-0.4 9.33-11.9
12 hr 2.63 3.40 4.25 5.15 6.34 7.46 S.fiS 9.88 11.8 13.6(2.55-3.16) 1 (3.06-3.80) 1 (3.82-4.74) 1 (4.62-5.74) 11 (5,65-7.04) 1 (6.61-8.28) (7.59-9.55) (8.65-11.0) (10.1-13.1) (11.5-15.0)
24•hr 3.41 b.i4 5.38 6.38 7.69 8.18 10.8 12.2 ) ( 74.5 ) ( 16.5 )
(3.19-3.65) (3.88-4.44) (5.02-5.73) (5a 6.81) (7.29-8.41) (6.41-9.80) (9.63-11.3) (10.9-13.0 12.8-15.6 14.3-17.9
479
2-day 3.6404.30 4.3-5.21 5.816.68 6.7437.94 8.009.82 9.58-1.5 110�3.4 126415.5 148-18.7 187921.5
3•day 3.8774.57 4.005.54 5.9•50.06 7.0778.35 8.240.2 9.91-101.9 113-13.7 12845.7 15.0 8.9 189921.7
4-day 4.1044.83) (4.635.86) (630076.45) (7.008.77 8.50 0.6 10.2'12.2) (116 14.0) (13 04 5.9 153719.1 (172 21.9)
7-day 5.14 6.20 7.79 9.09 11.0 12.6 74.2 16.0 18.7 20.8
(4.70-5.61) 15.67-6.78) (7.11-8.51) (8.27-9.93) (9.95-12.0) (11.3-13.7) (12.7-15.5) (14.2-17.5) (16.2-20.5) (17.9-22.9)
10-day 5.a2 fi.99 8.85 10.0 12.0 13.6 15.4 17.3 19.9 22.1
5.38-6.30 6.44-7.58 97-9,36 9.21-10.8 11.0-13.0 12.4-14.7 13.9-16.6 15.4-18.7 17.6-21.7 19.3-24.2
20-day 7.76 925 11.2 12.8 15.2 17.1 19.1 21.2 24.2 28.6
(7.24-8.33) 1 (8.62-9.92 10.5-12.1 (12.0-13.8) 11 (14.1-16.3) 1 (15.8-18.3) 1(17.5-20.5 (19.3-22.8) (21.6-26.1) (23A-28.8
30•day 9.0010.2 10.7�2.2 128314.8 148516.8 (16.9-119.3) 18.7021.5 20S 3.8 22348.2) (2467 9.4 (2679 2.1
45-day 11.8 14.0 16.8 19.0 22.2 24.8 27.5 30.3 34.2 ) ( 37.4
(111-12.7) (13.1-15.0) (15.6-17.9 17.7-20.3) (20.fi-23.fi) (22.8-26.4) (25.2-29.3) 27.6-32.4) (30.8-36.8 33.3-40.3
60•day 14.2 16.8 19.8 F 22.2 25.8 F 28.2 F 30.9 F336 F373 F 40.2
(13.3-15.0) (15.7-17.8) (I .6-21.0) 1 (20.9-23.5) (23.9-27.1) (28.3-29.9) (28.8-32.8) (30.9-35.8) (34.0-39.9) (38.3-43.2
Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration aeries(POS).
Numbers In parenthesis are PF estimates at lower and upper bounds of the 90%confidence Interval.The probability that precipitation frequency estimates
(for a given duration and average recurrence interval)will be greater than the upper bound(or lase than the lower bound)Is 5%.Estimates at upper bounds
re not checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA AIIas 14 document for more Information.
Hack to Ton
PF graphical
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Precipitation Frequency Data Server Page 2 of 4
40 - !.... :. .-. _. .:. Average recurrence
._ interval
35 .,_ :....., .. ... .. :.. j, (years)
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Duration
_ 40 -.. _.- _ _._.. .. __. 6nnn _.... 2-day
35
G j 15-min __.. 4-day
30 _. .. ... ..... ./'.�..... .___ 30"min — 7day
50m1n — to-day
O 25 - _ ... _..•-:' 2.tit — 20-dav
3411 — 30day
— 45-day
12-Ar — to-day
10
1 2 5 10 25 50 100 200 500 1000
Back to To
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Precipitation Frequency Data Server Page 3 of 4
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US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
Office of Hydrologic Development
1325 East West Highway
Silver Spring,MD 20910
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Precipitation Frequency Data Server Page 4 of 4
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Precipitation Frequency Data Server Page 1 of 4
NOAA Atlas 14,Volume 2,Version 3
Location name:Manteo,North Carolina,US-
Latitude:
Latitude:35.9143',Longitude:-75.6909- 1
Elevation:9 ft• r
'source:Geogle Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parsybok,MY,kla,and 0.Riley
NOAA,National wester Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence Intervals(in inches/hour)'
Duration I�^-II- Avers a recurrence Interval(years)
�OL�L� 10 25 50 100 200 5o0 1000
5-min 5.46 6.40 7.13 8.32 9.38 ) ( 10.3 11.1 12.0 13.0 14.0
(4.98_600) (5.84-7.01) (6.71-8.03) (7.68-9.10) (8.51-10.2 9.29-11.2) (10.0-12.2) (10.7-13.1) (11.6-142) (12.3-15.3)
10-min 436 5.11 5.07 6.65 7.4a 8.20 8.86 9.49 10.3 11.0
(3,98-4.79) (4.67-5.60) (5.37-6.43) (6.07-7.28) (6.78-8.16) (7.40-8.94) (7.97-9.66) (8.49-10.4) (9.14-11.3) (9.69-12.0)
15•min 9.21
3.32-4.00 3.2-4.70 4.3-5.42 5.11-6.14 57 396.90 625-7.65 6.2-8.14 .14-8.70 7.67 9.44 8.11-10.1
2.
30-min (22742.74) (2.0-3.24) 3,22-3.85) (3.004.45) 4,24-5.11) 4.0-5.68) 5,14�6.23) 5.56-6.78) 6.10-7.61) 6.5648.16)
60-min 1.55 1.86 2.25 2.65 3.12 3.53 3.94 4.36 4.93 544(1.42-1.71) (1.70-2.04J L22 (2.41-2.90) (2.83-3.40) (3.19-3.85) (3.54-4.29) (3.90-4.75) (4.38-5.39) (4.79-5.96)
2•hr 0.888 1.07 1.59 1.91 2.20 2.49 2.81 3.24 3 3
(0805-0.980) (0.970-1.18) (1.44-174) (1.7� (1.9�8_2,q�p) (2.23-2.72) (2.50-3.07) (2.85-3.54) (3.17-3.97)
0.
3-hr 0.58780718 0.708-0.860 0.780 1.06-1729 1.2841.56 1.48-11..82 1.6992.08 1.91-2.37 22 2--2 2.89
78 24 9-3.15
6-hr 0.361-0441 0.433-0528 0.53950658 0.648-0792 0.7878--0965 0.91fi01.13 1.0578.29 1.1931.48 138-1.74 1 8.819y
12-hr 0.235 1 0.282 0.352 0.427 0.526 0.620 0.718 0.827 0,983 1.13
(0.212-0.262)(0.254-0.315) 0.317-0,394)(0.383-0.476 (0.469-0.5a4) (0.549-0.685)(0.630-0.793 (0.718-0.913) (0.841-1.09) (0.954-1.25)
0.
24•hr (0.1331
0252)(0.1821
0 BS) 89
(0.209-0239) (0,248-0284 (0.304 0350)(0.35130408)(0.401 0472 (0.455-0.543) 0.533-0651)(0.59760.745
2-day 2 0090 0.092-0109 0,118-0.139 0,1 0-0.165 0.173 0205 0.200-0239 0.229-0278 0.2 2-0322 0.308-0389 0.347--0.240
O.MB
3•day 0054oUp63 (00fi5-0.1077 0.083-0098 0.098 0116 0.120 0..142 0,138-0?fi5 0.157'0580 0.178--0218 0.209-0262 0.235-0301
0.046 -
4-day (0043-0 O50 (0.052-0 061 (0.068-0 078 (0,07-0 091 0.093�02111 0.107-0128 (0.1210.�0148 0.138�0166 0.15953 �0?99 0.179-0 228
7-day 0.631 0.037 0.046 0.054 0.065 0.075 0.085 0.095 0.111 0.124(0.028-0.033)(0.034-0.040)(0.042-0.051)(0.049-0.059 (0.059-0.071) 0.087-0.081)(0.076-0.092)(0.084-0.104) 0.087-0.122)(0.107-0.137
10-day 0.024 0.029 0.036 0.042 0.050 0.057 0.064 0.072 0.083 0.092
0.022-0.026 0027-0.032 0.033-0.039 0.038-0. 445 0.046-0.054 0.052-0.061 0.058-0.069 0.064-0.078 0.073-0.090 0.080-0.101
20-day 0.016 0.019 0.023 0.027 0.032 0.036 0.040 0.044 0.050 0.055
0.015-0.017) 0.018-0.021) 0.022-0,025)(0.025-0.29 (0.029-0.034) (0.033-0.038) 0.036-0.043) (0.040-0.048) 0.045-0.054) 0.049-0.060
30-day 0.013 0.016 0.019 0.022 0.25 0.028 0.031 0.034 0.038 O.Od1 0.012-0.014)(0.015-0.017 0.018-0.020 (0.020-0.023 (0.023-0.027 (0.026-0.030) (0.028-0.033 (0.031-0.036 0.034-0.0411(0.037-0.044)
45-day 0.011 0.013 0.016 0.018 0.021 0.023 0.025 0.028 0.032 0.035(0.010-0.012)(0.012-0.014)(0.014-0.017)(0.018-0.019 (0.0190.022 (0.021-0.024)(0.023-0.027 (0.028-0.030) 0.029-0.034)(0.031-0.037)
fi0•day 0 0.010 0.012 0.014 0.015 0.018 0.020 0.021 0.023 0.026 0.028( .009-0.010)(0.011-0.012)(0.013-0.015)(0.014-0.01fi (0.017-0.019) 0.018-0.021)(0.020-0.023 (0.021-0.025) 0.024-0.028)(0.025-0.030
'Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for a
given duration and average recurrence Interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds are not
checked against probable ma dmum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Too
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Precipitation Frequency Data Server Page 2 of 4
Average recurrence
interval
10.000 :. .. : - (years)
�.. �_
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100
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500
1000
0.001
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100 000 1 Ouraton
_m "min —..2-day,
10000 ... tn.., — Laay
_..—
_ 10-mm — ?-day
--
C 1.000 - — ED-ntin — 10-day
2-nt — 20 day
0
45-tlay
0100 ._._._ ..
1241r -- 80-day
a
.0 ---- 21-ht
0 001
1 2 5 10 25 50 100 200 500 1000
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National Oceanic and Atmospheric Administration
National Weather Service
Office of Hydroleoic Development
1325 East West Highway
Silver Spring,MD 20910
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FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A. n E C E 0 V E D
1. Project Name Etheridge Acres - Parcel 3 n APR '1'1 1�4
2. Location of land-disturbing activity: County Dare City or TownsbipalVj!_' ,ON
Highway/Street Payne Rd. (SR 1123) Latitude 351 54'41" Longitude 750 41' 25"
3. Approximate date land-disturbing activity will commence: April 2013
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 2.83
6. Amount of fee enclosed: $ 195.00 . The application fee of$65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585),
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Derek A. Hatchell E-mail Address [e-mail]
Telephone [phone] Cell# 252-207-1501 Fax# [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Derek A. Hatchell, Sr., Jamie Basnight Hatchell
James O. Basnight 252-473-6074 252-473-6606
Name Telephone Fax Number
PO Box 2405 1002 Driftwood Drive
Current Mailing Address Current Street Address
Manteo NC 27954 Manteo NC 27954
City State Zip City State Zip
10. Deed Book No. 1939 Page No. 386 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Derek A. Hatchell, Sr., Jamie Basnight Hatchell
James O. Basnight(Owners) 252-473-6074 252-473-6606
Name E-mail Address
PO Box 2405 1002 Driftwood Drive
Current Mailing Address Current Street Address
Manteo NC 27954 Manteo NC 27954
City State Zip City State Zip
Telephone [phone] Fax Number 252-473-6606

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Derek A. Hatchell, Sr., [e-mail]
Name of Registered Agent E-mail Address
PO Box 2405 1002 Driftwood Drive
Current Mailing Address Current Street Address
Manteo NC 27954 Manteo NC 27954
City State Zip City State Zip
Telephone [phone] Fax Number 252-473-6606
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Derek A. Hatchell, Sr., Owner
Type or pant me Title or Authority
Signature Date" ��Y
I, Qih2-kS+,r4 A A>'vk a Notary Public of the County of
State of North Carolina, hereby certify that b4QlC )_ _4,0 0 Ale )) appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this 3rz day of //)A0 0 201
CXPi STING A € OYLE Notary
f'j`r$aafRY PUBLIC
L-,:c :ounty
Nor!t Carolina My commission expires
MyCornrr.is=_i :if Jae ,uary 12,2.017