SW7140306_HISTORICAL FILE_20151026

N
.~4ASTERN
CAR.OLINA
ENGINEERING, P.C.
October 21, 2015
DMr. Samir Dumpor
Dept. of Environment and Natural Resources
Division of Energy, Mineral and Land Resources OCT 2 6 2015
943 Washington Square Mall
Washington, NC 27889
a
Af.AA
Subject: Engineer's Certification
Tooley Place Senior Living Community
Permit No. SW 7140306
HR Project. #130389
Dear Mr. Dumpor:
Enclosed please find the Designer's Certification for the above referenced project. Please note
that grass vegetation on the slopes is not yet well established; however the contractor has been
notified and additional seeding will be performed.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Eastern Carolina Engineering, PC
Kimberly D. Hamby, PE
Vice President - Engineering
cc: file
Woda Group
Eastern Carolina Engineering, PC
P. O. Box 128 Camden, North Carolina 27921
[phone] License C-4162
www.easterncarolinaengineering.com

i
Tooley Place Senior Living Community OCT 2 6 2015
Stormwater Permit No. SW7140306
Pasauotank County
v ; :
Designer's Certification
1, Kimberly D. Hamby as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe weekly/full
time) the construction of the project,
Tooley Place Senior Living Community
(Project)
for Tooley Place, LLC & Woda Group (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
rA
S44E,gL 9r• v J.
SL2614
Signature 7�rivwhIU. WrwcJ(� �B G!NEE '��
Registration Number 0¢2( 4-
Date l0 /at I lS
Page 6 of 7

Certification Requirements:
I
X 1. The drainage area to the system contains approximately the permitted
acreage.
X 2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
X 3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
X 7. Trash rack is provided on the outlet/bypass structure.
X* 8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than 3:1.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been
provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
x _14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
X 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Washington Regional Office
Pasquotank County Building Inspections
"At the time of inspection, grass was growing but some areas were noted that need to be
re-seeded. The contractor has been notified and they are working on establishing more
vegetation.
Page 7 of 7

AM
WD NR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
April 15, 2014
Tooley Place, LLC
Attn.: Mr. Dean R. Edwards, Managing Member
2921 Ballybunion Way
Raleigh, NC 27613
Subject: Stormwater Permit No. SW7140306
Tooley Place Senior Living Community
High Density Commercial Wet Pond Project
Pasquotank County
Dear Mr. Edwards:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Tooley Place Senior Living Community project on March 13, 2014.
Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title
15A NCAC 2H.1000. We are forwarding Permit No. SW7140306 dated April 15, 2014, for
the construction of the subject project.
This permit shall be effective from the date of issuance until April 15, 2022, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention
to the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system
will result in future compliance problems.
This project is located within 5 miles from the Elizabeth City Regional Airport. The
Permitee was advised of Session Law 2012-200, Part VI.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
SD: G:\LR\SWP\SD\Permits-wetpond\SW7140306
Division of Energy,Mineral,and Land Resources.Land Quality Section
Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889•Phone:[phone] FAX:[phone]
Internet:htloa/oonal.ncdenr.orgAveblir/land-quality
An Equal Opportunity\Affirmative Action Employer—50%Recycled\10%Post Consumer Paper

cc: Sean C. Robey, PE, Hyman & Robey, PC
Pasquotank County Building Inspections
Scott Hinton, Airport Manager, Elizabeth City Regional Airport, (1028
Colsolidated Road, Elizabeth City, NC 27909)
Washington Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Tooley Place, LLC
Tooley Place Senior Living Community
Pasquotank County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral, and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until April 15, 2022, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 58,924 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built-upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ft2: 103,380
b. Total Impervious Surfaces, ft2: 58,924
C. Design Storm, inches: 1.5
d. Pond Depth - average, feet: 3.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 5.00
g. Permanent Pool Surface Area required, ft2: 5,893
h. Permanent Pool Surfacs Area, ft : 7,619
i. Min. Volume required, ft : 7,691
j. Permitted Storage Volume, ft3: 11,261
k. Temporary Storage Elevation, FMSL: 6.20
I. Controlling Orifice: 1.25"0 pipe
M. Permitted Forebay Volume, ft3: 4,127
n. Receiving Stream/River Basin: Pasquotank River/Pasquotank Basin
o. Stream Index Number: 30-3-(7)
P. Classification of Water Body: "SC"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re-vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Energy, Mineral, and Land
Resources an annual summary report of the maintenance inspection records for
each BMP. The report shall summarize the inspection dates, results of the
inspections, and the maintenance work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
Page 3 of 7

conditions of this permit, the approved plans and specifications, and other
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.
Page 4 of 7

2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until April 15, 2022.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 15th day of April, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
for
Tracy E. Davis, PE, GPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7140306
Page 5 of 7

Tooley Place Senior Living Community
Stormwater Permit No. SW7140306
Pasouotank Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Washington Regional Office
Pasquotank County Building Inspections
Page 7 of 7

U1J__V20
DEMLR USE ONLY
Date Received Fee Paid Permit Number
50
Applicable Rules:— Coastal SW—1995 ❑Coastal SW—2008 ❑Ph 11-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Manageme t Plan
❑Other WQ Mot Plan: SyJ
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original MAR 1 3 2014
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with prbf ecf name onil a�q
specifications,letters,operation and maintenance agreements,etc.):
Tooley Place Senior Living Community
2. Location of Project(street address):
609 Hull Drive
City: Elizabeth City County: Pasquotank Zip: 27909
3. Directions to project(from nearest major intersection):
From the intx of US 17 Bus.and NC 34C travel east on US 17 Bus.(Ehringhaus Street)for approx.0.55 miles.
Turn right(south)onto Hull Drive. Project begins approximately 470 feet from the corner on the western
side of the street.
4. Latitude:36°17'36.06"N Longitude:76*14'9.46"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑Renewal w/Modificationt
tRenewals 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
DEMLR requesting a state stormwater management permit application,list the stonnwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:3.4 ac of Disturbed Area
®NPDES Industrial Stormwater ❑404/401 Permit:Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? []No ®Yes
If yes,see S.L.2012-200,Part VP htW://nortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct.31,2013 Page I of 6

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: Tooley Place,LLC
Signing Official&Title: Dean R. Edwards,Managing Member,Opportunities South,as Managing Member of
Tooley Place of Elizabeth City,LLC,as Managing Member of Tooley Place.LLC
b.Contact information for person listed in item la above:
Street Address: 2921 Ballybunion Way
City: Raleigh State: NC Zip: 27613
Mailing Address (if applicable):
City: State: Zip:
Phone: (919 ) 917-7301 Fax: ( 1
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 bPln.>I - SsT.
person who owns the p y e� e
Property Owner/Organ
— �,
Signing Official&Title: �1.000 ��� (�w 9
b.Contact information for
Street Address:
City: MAR 1 3 2014
Mailing Address (if applic
City: —
Phone: ( )
Email:
3.a. (Optional)Print the name. supervisor or other
person who can answer quc
Other Contact Person/Organization: The Woda Group,LLC
Signing Official&Title: Glenn Schultz Vice President
b.Contact information for person listed in item 3a above:
Mailing Address: 229 Huber Village Boulevard,Suite 100
City: Westerville State: OH Zip: 43081
Phone: ( 614 ) 396-3200 Fax: f 614 1 396-3213
Email:[e-mail]
4. Local jurisdiction for building permits:City of Elizabeth City
Point of Contact:Stanley Ward,Chief Inspector Phone#: (252 ) 337-6868
Form SWU-101 Version Oct. 31,2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the site development will be collected in an underground drainage system that will
drain to a wet detention basin designed for 90%TSS removal
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s) the project has been designed in accordance with:
❑Coastal SW—1995 ❑ Ph II—Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area:3.00 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':3.00 acres
Total project area shall be calculated to exclude the following the normal pool of imppounded 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 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 =47.02 %
9. How many drainage areas does the project have?2 (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_ Drainage Area_
Receiving Stream Name Pasquotank Rvr Pasquotank Rvr
Stream Class * SC SC
Stream Index Number* 30-3-(7) 30-3-(7)
Total Drainage Area(sf) 103,380 27,300
On-site Drainage Area (at) 103,380 27,300
Off-site Drainage Area (sf) 0 0
Proposed Impervious Area** (so 58,924 2,382
%Im ervious Area**(total) 57% 10.05%
Impervious"Surface Area Drainage Area 1 Drainage Area 2 Drainage Area_ Drainage Area
On-site Buildings/Lots (sf) 24,388
On-site Streets (so
On-site Parking (sf) 27,005
On-site Sidewalks (sf) 4,956 1,958
Other on-site (so 575
Future(sf) 2,000
Off-site (sf) 424
Existing BUA***(sf)
Total (at): 58,924 2,382
Stream Class and Index Number can be determined at: httl;:Ilportal.ncdenr.org/web/evq4)s/C` su/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 Oct. 31,2013 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation.By topographic
survey and design
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttl2://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 Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/­­`su/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.ncdenr.org/web/wq/ws/su/statesw/forms docs.
/ Init'als
V 1. Original and one copy of the Stormwater Management Permit Application Form. _
J2. Original and one copy of the signed and notarized Deed Restrictions &Protective Covenants
Form. (if required as per Part VII below) I '^
Y Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M ktC '
/ agreement(s)for each BMP.
V 4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
h_pt ://www.envhelp.org/pages/onestopexl2ress.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.)
y 5. A detailed narrative (one to two pages)describing the stormwater treatment/managementfor kebl
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 _ b
receiving stream drains to class SA waters within IFi 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:
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.
f. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
Form SWU-101 Version Oct. 31,2013 Page 4 of 6

p. Vegetated buffers(where required). t
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify 6h
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"xll"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal,[phone].)
10. A copy of the most current property deed.Deed book: 1193 Page No: 469
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(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.
hft://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 ham:/Iportal.ncdenr.org/web/lr/state-stormwater-
forms docs.Download the latest versions for each submittal.
hi the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
- under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer: Sean C.Robey,PE
Consulting Firm: Hyman&Robes,PC
Mailing Address: P O.Box 339
City: Camden State: NC Zip: 27921
Phone: ( 252 ) 335-1888 Fax: ( 252 ) 338-5552
Email:
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information, item 1a) with(print or type name of organization listed in
Contact Information,item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31,2013 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be 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 Infonnation,item 1a) Dean R. Edwards
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 storm r rules undprA5A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: � w \,Date: 2��A /
I, p j 1 i Son nak l//��Nt j a Notary Public for
the
a State of \V C County of
WO.Y. do hereby certify that I�2AY-� personally appeared
before me this I k day of ,r5401 y,an cknowle a the due cation of the�pplication for
a stormwater permit. Witness my hand(and official seal, (/
p„anauun�nubry� "
SEAL
=�`'•.,A G ..`U,c My commission expires vV 1p
Form SWU-101 Version Oct.31,2013 Page 6 of 6

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established(commonly six weeks).
_ — No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention 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.
Vegetation is too short or too Maintain vegetation at a height of
long. I approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged 1 Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6 feet in the main pond,the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
(rill in the blanks)
Permanent Pool Elevation 5.00
Sediment Removal .0.50 Pe manen Pool
----------- -- Volume Sediment Removal Elevation-1.00 Ll-ft
ume
Bottom Elevatio -0.50 -ft Min. ------------------------------ ----------- ---
Sediment Bottom Elevation-2.00 n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

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: Tooley Place Senior Living Community
BMP drainage area number: 1
Print name: Dean R. Edwards
Title: Managing member,Opportunities South, as Managing member of Tooley Place of
Elizabeth City. LLC, as Managing member of Tooley Place, LLC
Address: 2921 Ballybunion Way, Raleigh,NC 27613
Phone: 919-917- 01
Signature:
Date: 2 1 t{
Note: The legally responsible party should not be a homeowners association unless more than 50%of
(� 1 the lots have been sold and a,resident of the subdivision has been named the president.
I, VI,l1`1 � I)� CLA a Notary Public for the State of
V e County of yr� A do hereby certify that
De am 2 E d w o,✓d 5 personally appeared before me this 1
day of Pc b ,COI 4 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, (,�,t� r p—
" PNN
$�°?''oTAR CL
` :j
°O F COl1N�,..•
SEAL r
My commission expires 1"'e b (.P
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
(to be Provided by DWQ)
eO�OF W ATFgOG 9
NCDENR Q
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part 111)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Tooley Place Senior Living Community
Contact person Kimberly D.Hamby
Phone number 252-337-8918
Dale 25-Feb-14
Drainage area number 1
11. DESIGN INFORMATION
Site Characteristics
Drainage area 103,380 l?
Impervious area,post-development 58,924 ff ✓
%impervious 57.00%
Design rainfall depth 1.5 in
Storage Volume: Non-SA Waters
Minimum volume required 7,691 fl3
Volume provided 11,261 fl3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume to
Pre-development 1-yr,24-hr runoff 83
Post-development 1-yr,24-hr runoff fls
Minimum volume required ff3
Volume provided ff3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth 3.1 in
Rational C,pre-development 0.24 (unitless)
Rational C,post-development 0.54 (unitless)
Rainfall intensity:1-yr,24-hr stone 3.46 in/hr OK
Pre-development 1-yr,24-hr peak flow 2.49 he/sec
Post-development 1-yr,24-hr peak flow 6.62 fe/sec
Pre/Post 1-yr.24-hr peak flow control 4.13 ff3/sec
Elevations
Temporary pool elevation 6.20 fmsl
Permanent pool elevation 5.00 brat
SHWT elevation(approx.at the perm.pool elevation) 4.75 fmsl
Top of 10ft vegetated shelf elevation 5.50 first
Bottom of 1 Oft vegetated shelf elevation 4.50 fmsl
Sediment cleanoul,top elevation(bottom of pond) -2.00 fmsl
Sediment cleanoul,bottom elevation -3.00 fmsl
Sediment storage provided 1.00 fl
Is there additional volume stored above the state-required temp,pool? Y (Y or N)
Elevation of the top of the additional volume 6.2 fmsl OK
Form SW401-Wet Detention Basin-Rev.9-4/18112 Pans I.a II.Design Summary,Page 1 of 2

Permit No.
(to oe prowdsd oy DWQ)
II. DESIGN INFORMATION
Surface Areas
Area,temporary pool 10,387 ft?
Area REQUIRED,permanent pool 5,893 ft
SAIDA ratio 5.70(unitless)
Area PROVIDED,permanent pool,A._,, 7,619 If OK
Area,bottom of 1 Oft vegetated shelf,AW,ter 4,969 ft
Area,sediment cleanout,top elevation(bottom of pond),A,,., 72 fe
Volumes
Volume,temporary pool 11,261 ft3 OK
Volume,permanent pool,Vp,,,,_p, 19,051 ft3
Volume,forebay(sum of forebays if more than one forebay) 4,127 ft'
Forebay%of permanent pool volume 21.7% % OK
SAIDA Table Data
Design TSS removal 90
Coastal SA/DA Table Used? Y 010-or )
Mountain/Piedmont SAIDA Table Used? N (Y or N)
SAIDA ratio 5.70(unitless)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-21b) N (Y or N)
Volume,permanent pool,Vrpw 19,051 ft'
Area provided,permanent pool,A._,, 7,619 It`
Average depth calculated It Need 3It min.
Average depth used in SAIDA,d,,,(Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) Y (Y or N)
Area provided,permanent pool,A.,, 7,619 fl
Area,bottom of 1011 vegetated shelf,Aw�w 4.969 If
Area,sediment cleanout,top elevation(bottom of pond),Ayou� -2 ff2
'Depth'(distance b/w bottom of 10ft shelf and top of sediment) 6.50 ft
Average depth calculated 3.68 ft OK
Average depth used in SAIDA.d,,.,(Round to down to nearest 0.5ft) 3.5 It OK
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1,25 in V
Area of orifice(if-non-circular) in
Coefficient of discharge(CD) 1.00(unitless)
Driving head(Ho) 0.40 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(C..) (unitless)
Length of weir(L) It
Driving head(H) It
Pre-development 1-yr,24-hr peak flow 2.49 ft3/sec
Post-development 1-yr,24-hr peak flow 6.62 ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.08 ft3/sec/OK,
Storage volume drawdown lime 220 days draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 5 :1 Insufficient shelf slope.
Vegetated shelf width 10.0ft OK
Length of flowpalh to width ratio 3 :1 OK
Length to width ratio 2.4 :1 OK
Trash rack for overflow 8 orifice? Y (Y or N) OK
Freeboard provided 1.3 It OK
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? N (Y or N) Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: pump
Form SW401-Wet Detention Basin-Rev.gA/18/12 Parts I.a II.Design Summary,Page 2 of 2

Permit No.
(to be provided by DWQ)
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.
Pagel Plan
Initipls Sheet No.
C301-302 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(ROVE,
-Overflow device,and
-Boundaries of drainage easement.
C903-904 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
C904 3. Section view of the wet detention basin(V=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
_ C902 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Narrative 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
C902 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Narrative 7. The supporting calculations.
-t" Attached 8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
�& NIA 9. A copy of the deed restrictions(if required).
WV 7 Narrative 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Required Items Checklist,Page 1 of 1

AlHYMAN
ROBEY
�✓/ �r�/� i�Irt-
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Divis /l5
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Subjec mtrol Plan for
-ly APR RE
C� G � 1E5 I 2014 ItIIJJIII
�� Plan No. Pasqu-2014-006
LAND QUAUTV SECTION
WASHINCTON F.FGICNAL OFFICE
Dear Mr. Peed:
Per the Letter of Disapproval dated April 8, 2014, the following revisions have been made:
1. The check dam previously shown in the proposed Swale along the western property line
has been moved to the existing ditch section prior to leaving the site to better protect the
offsite drainage system.
2. A check dam was added downstream of the new 15 pipe to be installed in the roadside
drainage system.
3. Dimensions have been added to the notation for the rock energy disipator. The design
dimensions exceed the minimum per the chart that has been added to Appendix A of the
drainage narrative. A copy of this chart has been attached to this letter for convenience.
Enclosed for your review and approval, please find the following items:
1. Three (3) copies of the revised plan sheets C301-C303.
2. Three (3) copies of the revised Drainage Narrative with appendix including: Stormwater
and Erosion Control Calculations, a printout from the USDA Web Soil Survey website,
the soils report prepared by GET Solutions, precipitation data for the site, the current
deed for the property, a portion of the USGS quad map showing project location, the
FEMA FIRMette for the site, and a copy of printouts from the Secretary of State website.
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Hyman & Robey, PC
Kimberly D. Hamby
Engineering Project Manager
cc: file
Mr. Glenn Schultz
P.O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
Hyman&Robey, PC www.hymanrobey.com

.. n
1 �,p14
� DG�PP G�Np OFF\GE
WPSN\NGjG„ Drainage Narrative
For
Tooley Place Senior Living Community
Elizabeth City
North Carolina
ENGINEER
HYMAN ■
ROBEY
License C-0598
150 US Highway 158 East
Camden, NC 27921
[phone] PHONE [phone] FAX
Principal Engineer: Sean C. Robey, PE
Ei SEA
18550
IN
February 25, 2014 °j���mn111110
Revised Apri , 201 )

ti
HYMAN
ROBEY
PROJECT DESCRIPTION
Tooley Place Senior Living Community
City of Elizabeth City
Pasquotank County- North Carolina
February 25, 2014
Revised April 14, 2014
Project Overview
Tooley Place is a proposed Senior Living Community to be constructed on 3.0 Acres at 609 Hull
Drive. Construction will include a two story building with 36 apartments (12 2-bedroom units and 24 1-
bedroom units) with associated parking, a storage shed for maintenance equipment and a gazebo.
The site is now vacant but was once developed as part of a military housing project that was later
used as a mobile home park until 2004. The site is zoned General Business and has city water and
sewer located along the site frontage. The sewer encroaches on the site and is contained within a 20'
sanitary sewer easement.
Stormwater Management
The site is currently bisected by a drainage ditch that drains the site and a portion of Hull Drive.
The ditch routes stormwater from the roadside to the rear of the site where it turns and enters a piped
drainage system that is routed through existing commercial sites. This drainage system outlets into the
roadside drainage along Hull Drive approximately 220' north of the Tooley Place site. This roadside
drainage flows north to the piped drainage system in Ehringhaus Street which is maintained by NCDOT.
The stormwater design for the site includes installing piping along the frontage of Hull Drive to
collect and route water that currently runs through the site down Hull Drive to the established drainage
system. A shallow swale will be installed along the southern portion of the rear of the property to
intercept runoff from the adjacent residential lots to the west of the site and direct that runoff into the
existing ditch along the northern portion of the rear property line.
All stormwater runoff from the impervious surfaces proposed on the site will be collected in an
underground drainage system that will be routed to a detention pond designed for 90%TSS removal and
for pre/post attenuation. The drainage area to the pond is considered to be Drainage Area 1. Drainage
Area 1 is 2.37 acres and will contain a total of 58,924 sf of impervious cover (57%). The impervious
coverage includes 24,388 sf of roof for the main building, gazebo and storage building, 27,005 sf of
asphalt and curbing for the parking lot and driveways, 4,956 sf of concrete sidewalks, and 575 sf for the
dumpster pad and HVAC pads. The design allows for an additional coverage of 2,000 sf to allow the
developers to expand sidewalk or other amenities on the site. The detention pond will discharge into the
piped drainage system that will be installed along the roadside. Due to limited capacity in the
downstream drainage system, the detention pond has been designed to store approximately 45% above
the required storage volume and exceeds required surface area to limit post construction discharge from
the site to pre-development levels during the 10-year storm. The pre-development runoff is based on site
conditions prior to removal of paved driveways and mobile homes which occurred in 2006. The soil
evaluation determined that the seasonal high water table is approximately 4.75'. The permanent pool
elevation has been set at 5.00' to provide positive drainage from the pond to the existing drainage
system.
Drainage Area 2 contains the remaining 0.63 acres of the site. The only impervious area in this
portion of the site is the city required street side sidewalk at 1,958 sf. This would normally be constructed
in the city right-of-way but was moved onto the subject property to accommodate the drainage system
that needed to be installed between the road and the sidewalk. For permitting purposes, we have also
P.O.Box 339 Camden, North Carolina 27921
[phone] License C-0598
www.hymanrobey.com

Tooley Place Senior Living Community 2
February 3,2014
included the increase in pavement in the street right-of-way in this drainage area. We are removing 437
sf of existing pavement and adding 861 sf of pavement to connect the new drives to the existing street.
The net increase in pavement in the right-of- way is 424 sf.
Runoff calculations, detention pond calculations and printouts from XPStorm are included in the
Appendix of this report. The XPStorm model was run with a free outfall and with a fixed tailwater
elevation of 5.0'which is anticipated due to knowledge of the existing drainage system. The result in data
for both runs has been included in the Post-Development Runoff Data but only the results including the
tailwater elevation were printed out of XPStorm. The Post-Development Runoff Data includes areas off-
site that will drain through the piped system (Nodes 18-23) and the perimeter area of the property that will
continue to drain to the existing ditch located on the western property line. The discharge from the
detention pond plus the discharge from the area noted as "on site not to pond" make up the total post
development discharge for the site. Based on these calculations, the 10-year pre-development discharge
from the site (3.86 cfs) has been reduced to 3.49 cfs.
The total disturbed area for this development will not exceed 3.3 acres. Limits of disturbance
have been shown on the plans.
Erosion Control
This project will utilize standard erosion and sediment control measures to minimize any
development impacts during construction. Standard erosion and sedimentation control measure specified
include but are not limited to: silt fence, rock check dams, rip-rap pipe protection, inlet protection, and
seeding and mulching. The stormwater pond will be utilized as a skimmer sediment basin during
construction and the downstream drainage will be protected by the use of a skimmer assembly in the
pond and outlet protection immediately downstream of the pipe that discharges the pond outflow structure
and the roadside collection system. On-site devices will be utilized to protect the pond from sediment. The
limits of disturbance will not exceed 3.3 acres. All proposed swales/ditches, have been designed with
non-erosive runoff flow velocities during the 10 yr rain event except at the outlet from the piped system
where the velocity in the pipe reaches 4.46 cfs. A rip rap apron has been provided at that location and
the appropriate calculations have been provided in the appendix.

APPENDICES
APPENDIXA: STORMWATER AND EROSION
CONTROL CALCULATIONS
APPENDIX B: USDA SOILS INFORMATION
APPENDIX C: SOILS REPORT BY GET SOLUTIONS
APPENDIX D: PRECIPITATION INFORMATION
APPENDIX E: CURRENT PROPERTY DEED
APPENDIX F: USGS QUAD MAP
APPENDIX G: FEMA FIRMETTE
APPENDIX H: PRINTOUTS FROM SECRETARY OF STATE WEBSITE

APPENDIX A
STORMWATER AND EROSION
CONTROL CALCULATIONS

130389- Skimmer Basin Sizing
Skimmer Basin
Okay
Disturbed Area(Acres)
Peak Flow from 10-year Storm (cfs)
5400 Required Volume ft3
2373 Required Surface Area ftz
34.4 Suggested Width ft
68.9 Suggested Length ft
Trial Top Width at Spillway Invert ft
Trial Top Length at Spillway Invert It
Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 3.5 feet above grade)
56.2 Bottom Width ft
119.8 Bottom Length ft
6732.76 Bottom Area ft2
8860 Actual Volume ft3 Okay
8051.8 Actual Surface Area ftz Okay
Trial Weir Length It
Trial Depth of Flow ft
8.9 Spillway Capacity cfs Okay
Skimmer Size (inches) SkIMMer Size
0.333 Head on Skimmer (feet) (Inches)
-Orifice Size (1/4 inch increments) 1.5
2.17 Dewatering Time (days) 2
Dewatering Time should be 2-5 days 2.5
3
4
5
6
8

0 ►303�q -r6o( u 'Plae
3Do
Outlet W Do + 0.41-a 120
Pipe
diameter(Do) La 130 ! 1
. 1 ! i
�iil�a9eil4Ymii� 11
5Da
l I IprI
1 III li II , II I111 Ch
\\ 80
o�QQ 70
CAr 60
�\c�F 50
40 a D �I II 3
y i t I I 11
30
20 .I 1 ' 2 N
1D _' .y li �Ii 11 L.r 9 1
1"d iJ' I y .O ti " n �.
r I`4 1
co
D 1 ' I;' 1 I I I I I it I I D 1 a
1 , ,I Vc20 I
I II I�I J_= ,; :�- . . _ - is ,• ,
3 5 10 20 50 100 200 500 1000
Discharge(ft3/sec)
cps
m d�t7 5o s 7
/
Curves may not be extrapolated. (yN ;n Lty)3i-h �4
Figure 8.06b Design of outlet protection from a round pipe flowing full,maximum tailwater condition J,2 0.5 diameter).
8.06.4 Rev.12/93

130389 - Pre-Dev Runoff 2/25/2014
AREA & COVERAGE
130386 - Tooley Place
TIME OF CONCENTRATION
Area Description Acreage CN Length (ft) High Pt. Low Pt.
Tooley Place 3.00 77 560 8.47 4.79
RATIONAL METHOD- RUNOFF ESTIMATE - 1 year storm
Area Description Area (A) Rational 'C' TC (mins.) Intensity(in.) Q (1) cfs
Tooley Place 3.00 0.24 16.2 3.46 2.49
RATIONAL METHOD- RUNOFF ESTIMATE- 10 year storm
Area Description Area (A) Rational 'C' TC (mins.) Intensity(in.) Q (10) cfs
Tooley Place 3.00 0.24 0.0 5.36 3.86
Note: Pre-development Curve Number and Rational C are based on site coverage
that was demolished in 2006. Site coverage consisted of approximately 0.37 acres of
pavement and buildings.

130389 - Post-Dev Runoff Data 4/14/2014
AREA& COVERAGE
130389 - Toolev Place
Total Square Total Roof Total Total
Drainage Description Footage SF Grass SF Pavement SF Total Acreage
1 2335 137 1821 377 0.05
2 3756 1969 1239 548 0.09
3 3789 2749 716 324 0.09
4 6536 3985 2438 113 0.15
5 1626 308 1121 197 0.04
6 1488 978 510 0 0.03
7 7815 5234 2546 35 0.18
8 6236 3415 2791 30 0.14
9 3665 2741 746 178 0.08
10 1714 0 196 1518 0.04
11 3309 0 934 2375 0.08
12 13871 0 3882 9989 0.32
13 10892 0 3268 7624 0.25
14 7927 0 1702 6225 0.18
15 1888 0 871 1017 0.04
16 3126 0 1254 1872 0.07
17 23406 2871 20411 124 0.54
18 8440 0 7782 658 0.19
19 4598 0 4324 274 0.11
20 6361 0 4912 1449 0.15
21 18270 1504 10006 6760 0.42
22 8510 0 5603 2907 0.20
23 2728 0 615 2113 0.06
on site not to pond 27301 0 27301 0 0.63
TOTAL 179587 24387 46446 32546
56933
indicates off site drainage through roadside piped system
indicates on site area that does not drain to pond

130389 - Post-Dev Runoff Data
CURVE NUMBER TABLE
CURVE NUMBER TABLE
Area Breakdown Weigted Rational
Area Description Acreage Pavement Roof Grass Weighted CN C
1 0.05 0.01 0.00 0.04 79 0.30
2 0.09 0.01 0.05 0.03 90 0.62
3 0.09 0.01 0.06 0.02 93 0.72
4 0.15 0.00 0.09 0.06 89 0.59
5 0.04 0.00 0.01 0.03 81 0.37
6 0.03 0.00 0.02 0.01 90 0.61
7 0.18 0.00 0.12 0.06 90 0.62
8 0.14 0.00 0.08 0.06 87 0.54
9 0.08 0.00 0.06 0.02 93 0.71
10 0.04 0.03 0.00 0.00 95 0.77
11 0.08 0.05 0.00 0.02 91 0.65
12 0.32 0.23 0.00 0.09 91 0.65
13 0.25 0.18 0.00 0.08 91 0.64
14 0.18 0.14 0.00 0.04 93 0.70
15 0.04 0.02 0.00 0.02 87 0.53
16 0.07 0.04 0.00 0.03 88 0.57
17 0.54 0.00 0.07 0.47 77 0.24
18 0.19 0.02 0.00 0.18 76 0.20
19 0.11 0.01 0.00 0.10 75 0.19
20 0.15 0.03 0.00 0.11 79 0.31
21 0.42 0.16 0.03 0.23 85 0.47
22 0.20 0.07 0.00 0.13 82 0.39
23 0.06 0.05 0.00 0.01 93 0.69
on site not to pond 0.63 0.00 0.00 0.63 74 0.15
Total 4.12 1.07 0.59 1.83
Curve Numbers Used 98 98 74
Rational C Used 0.85 0.85 0.15

130389- Post-Dev Runoff Data
TIME OF CONCENTRATION
TIME OF CONCENTRATION
SCS
Area Description Acreage CN Length(ft) High Pt Low Pt Elev Dlff (ft) S (ft/ft) Tc(min)
1 0.05 79 77 8.50 7.25 1.25 0.01623 2.0
2 0.09 65 80 8.00 7.35 0.65 0.00813 4.3
3 0.09 93 35 8.00 7.35 0.65 0.01857 0.6
4 0.15 89 90 8.50 7.25 1.25 0.01389 1.7
5 0.04 81 38 7.75 7.45 0.30 0.00789 1.5
6 0.03 90 26 8.00 7.50 0.50 0.01923 0.5
7 0.18 90 85 8.00 7.25 0.75 0.00882 2.0
8 0.14 87 86 8.00 7.25 0.75 0.00872 2.3
9 0.08 93 25 8.00 7.40 0.60 0.02400 0.4
10 0.04 95 85 8.00 7.00 1.00 0.01176 1.4
11 0.08 91 85 8.00 7.00 1.00 0.01176 1.7
12 0.32 91 165 8.00 6.85 1.15 0.00697 3.6
13 0.25 91 125 8.35 6.70 1.65 0.01320 2.1
14 0.18 93 110 8.00 6.80 1.20 0.01091 1.9
15 0.04 87 55 7.30 6.95 0.35 0.00636 1.9
16 0.07 88 105 8.00 6.95 1.05 0.01000 2.4
17 0.54 77 75 8.00 7.50 0.50 0.00667 3.2
18 0.19 76 136 8.66 6.50 2.16 0.01588 3.5
19 0.11 75 95 7.48 6.50 0.98 0.01032 3.3
20 0.15 79 99 7.58 6.50 1.08 0.01091 3.0
21 0.42 85 190 7.58 5.05 2.53 0.01332 3.7
22 0.20 82 130 7.18 6.50 0.68 0.00523 4.8
23 0.06 93 54 7.28 6.50 0.78 0,01444 1.0
on site not to pond 0.63 74 300 7.68 4.60 3.08 0.01027 8.6
Total 4.12

130389- Post-Dev Runoff Data
RATIONAL METHOD 1 year
RATIONAL METHOD- RUNOFF ESTIMATE- 1 year storm
Area Description Area(A) Rational 'C' TO (rains.) Intensity(in.) O (10) cfs
1 0.05 0.30 2.0 5.21 0.08
2 0.09 0.62 4.3 5.21 0.28
3 0.09 0.72 0.6 5.21 0.33
4 0.15 0.59 1.7 5.21 0.46
5 0.04 0.37 1.5 5.21 0.07
6 0.03 0.61 0.5 5.21 0.11
7 0.18 0.62 2.0 5.21 0.58
8 0.14 0.54 2.3 5.21 0.40
9 0.08 0.71 0.4 5.21 0.31
10 0.04 0.77 1.4 5.21 0.16
11 0.08 0.65 1.7 5.21 0.26
12 0.32 0.65 3.6 5.21 1.09
13 0.25 0.64 2.1 5.21 0.83
14 0.18 0.70 1.9 5.21 0.66
15 0.04 0.53 1.9 5.21 0.12
16 0.07 0.57 2.4 5.21 0.21
17 0.54 0.24 3.2 5.21 0.67
18 0.19 0.20 3.5 5.21 0.21
19 0.11 0.19 3.3 5.21 0.11
20 0.15 0.31 3.0 5.21 0.24
21 0.42 0.47 3.7 5.21 1.02
22 0.20 0.39 4.8 5.21 0.40
23 0.06 0.69 1.0 5.21 0.23
on site not to pond 0.63 0.15 8.6 4.45 0.42
Total Runoff to Pond 6.62
Total Runoff to Roadside Drainage System 2.19
XPStorm result for pond discharge (FREE OUTFALL) 0.08
XPStorm result for pond discharge (TAILWATER) 0.08

130389- Post-Dev Runoff Data
RATIONAL METHOD 10 year
RATIONAL METHOD- RUNOFF ESTIMATE- 10 year storm
Area Description Area (A) Rational'C' TC (mins.) Intensity(in.) O (10) cfs
1 0.05 0.30 2.0 7.96 0.13
2 0.09 0.62 4.3 7.96 0.42
3 0.09 0.72 0.6 7.96 0.50
4 0.15 0.59 1.7 7.96 0.70
5 0.04 0.37 1.5 7.96 0.11
6 0.03 0.61 0.5 7.96 0.17
7 0.18 0.62 2.0 7.96 0.89
8 0.14 0.54 2.3 7.96 0.61
9 0.08 0.71 0.4 7.96 0.47
10 0.04 0.77 1.4 7.96 0.24
11 0.08 0.65 1.7 7.96 0.39
12 0.32 0.65 3.6 7.96 1.66
13 0.25 0.64 2.1 7.96 1.27
14 0.18 0.70 1.9 7.96 1.01
15 0.04 0.53 1.9 7.96 0.18
16 0.07 0.57 2.4 7.96 0.33
17 0.54 0.24 3.2 7.96 1.02
18 0.19 0.20 3.5 7.96 0.32
19 0.11 0.19 3.3 7.96 0.16
20 0.15 0.31 3.0 7.96 0.36
21 0.42 0.47 3.7 7.96 1.56
22 0.20 0.39 4.8 7.96 0.61
23 0.06 0.69 1.0 7.96 0.35
on site not to pond 0.63 0.15 8.6 6.81 0.64
Total Runoff to Pond 10.12
Total Runoff to Roadside Drainage System 3.34
XPStorm result for pond discharge (FREE OUTFALL) 2.79
XPStorm result for pond discharge (TAILWATER) 2.85

PERMANENT POOL DETENTION PONDS Hyman&Robey,PC
DESIGN OF POND 150-A Hwy 158 East
Camden,NC 27921
Tooley Place (252)-335-1888
10 Yr,24 Hr Storm 02/25/14
DETENTION POND Page 1
SAIDA PERCENTAGES FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
%IMPRV 3.0 FT 3.5 FT 4.0 FT 4.5 FT 5.0 FT 5.5 FT 6.0 FT 6.5 FT 7.0 FT
10% 1.3 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2
20% 2.4 2.0 1.8 1.7 1.5 1.4 1.2 1.0 0.9
30% 3.5 3.0 2.7 2.5 2.2 1.9 1.6 1.3 1.1
40% 4.5 4.0 3.5 3.1 2.8 2.5 2.1 1.8 1.4
50% 5.6 5.0 4.3 3.9 3.5 3.1 2.7 2.3 1.9
60% 7.0 6.0 5.3 4.8 4.3 3.9 3.4 2.9 2.4
70% 8.1 7.0 6.0 5.5 5.0 4.5 3.9 3.4 2.9
80% 9.4 8.0 7.0 6.4 5.7 5.2 4.6 4.0 3.4
90% 10.7 9.0 7.9 7.2 6.5 5.9 5.2 4.6 3.9
100% 12.0 10.0 8.8 8.1 7.3 6.6 5.8 5.1 4.3
WATERSHED AREA: 2.37 ACRES
WATERSHED%IMPERVIOUS: 57%c
PERMANENT POOL ELEVATION: 5 FT
PERMANENT POOL AVG.DEPTH: 3.5 FT
SAIDA PERCENTAGE FACTOR: 5.7 % (FROM ABOVE TABLE-TAKEN FROM DESIGN OF STORM WATER
CONTROL FACILITIES WORKSHOP MANUAL-PENC 1988)
POND SURFACE AREA REQD: 5885 SF
FOREBAY AREA: 1765 SF
AT WIDTH=0.33 LENGTH,
WIDTH= 44.2889 LF (BASED UPON MINIMUM SURFACE AREA)
LENGTH= 132.867 LF
Use these dimensions: WIDTH 63.4 LF
LENGTH 120 LF
VOLUME OF 1.5" RAINFALL Normal Pool Elevation 5
AREA OF ROOFS: 0.56 AC
AREA OF PARKING/CONCRETE: 0.79 AC
AREA OF GREEN AREAS: 1.02 AC
VOLUME OF RUNOFF 7691.06 CF VOL(CF)=([(ROOF*1.0)+(PARKING*.95)+(GRASS*0.2)]*43,560/12)*1.5
STORAGE DEPTH FOR MINIMUM AREA = 1.01 FT
ESTIMATED ELEVATION OF 1.5"RAINFAL] 6.01
ACTUAL STORAGE VOLUME PROVIDED AS CALCULATED IN CAD: 11261 CF At elevation 6.2

DRAWDOWN - WATER QUALITY Page 2
Q(2 DAYS)= 0.06517 CFS
Q(5 DAYS)= 0.02607 CFS
1.5" RUNOFF STAGE 6.20 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
1.5"RUNOFF OUTLET DEVICE: 1.09923 INCH DIA HOLE A=[Q/(Cd*SQRT(2gh))]*144
Rad:SQRT(A/PI)
Dia.=2*Rad.
DIAMETER OF HOLE TO USE: 1 _5 INCH DIAMETER
DRAWDOWN RATE 0.05899 CFS
1.5"STORM RUNOFF DRAWDOWN TIME 2.20946 DAYS

POND VOLUME CALCULATIONS
FOR
J:IHyman&Robey'131130389- 7boley PlacelPermitslNCDENRIStormwaterl
AREA F2
PERMANENT POOL SURFACE AREA 7,618.65
MAIN BASIN SURFACE AREA 5,443.65
FOREBAY SURFACE AREA 2,656.69
AREA AT EDGE OF MAIN BASIN SHELF 3,495.04
AREA OF MAIN BASIN BOTTOM 409.45
AREA AT EDGE OF FOREBAY SHELF 1,474.24
AREA OF FOREBAY BOTTOM 360.08
SURFACE AREA AT 1.5"STORAGE 10,387.00
AREA AT TOP OF SHELF 9,535.56
ELEVATIONS F
PP ELEVATION 5.00
ELEVATION AT EDGE OF MAIN BASIN SHELF 4.50
ELEVATION OF MAIN BASIN BOTTOM -2.00
ELEVATION AT EDGE OF FOREBAY SHELF 5.00
ELEVATION OF FOREBAY BOTTOM 0.50
ELEVATION OF TOP OF SHELF 5.50
ELEVATION OF 1.5"STORAGE 6.20
VOLUME CALCULATIONS F3
MAIN BASIN VOLUME BELOW SHELF 12,689.59
FOREBAY VOLUME BELOW SHELF 4,127.22
TOTAL VOLUME BELOW SHELF 16,816.81
AVERAGE POND DEPTH 3.68
MAIN BASIN VOLUME 14,924.27
FOREBAY VOLUME 4,127.22
PERMANENT POOL VOLUME 19,051.49
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME 21.66%
VOLUME BELOW TOP OF SHELF 23,340.04
TEMP.STORAGE VOLUME(1.5" RUNOFF) 11,261.45
2/13/2014 8:17 AM PAGE 1 OF 1

February 25, 2014
130389-Tooley Place
Volumes of Retention Areas for use in XPStorm
Detention Pond#1 Side Slopes 2.89
Modeled Lake Base Top
length width elev. length width elev.
120.00 63.48 5.00 131.56 86.60 7.00
Volume
18,884.47 Base Area= 7,618
Measured Volume on CADD
bottom 7,618.00 SF
top 11,395.00 SF
Rise 2.00 FT
Volume 18,886.69 CF

APPENDIX B
USDA SOILS INFORMATION

h Hydrologic Sal Group—Pesduolenk County,North Carolina a
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Natural Resourela Web Soil Survey 11H412013
Conservallon S.1ce National Cooperative Soil Survey Page i of 4

Hydrologic Soil Group—Pasquotank County,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest fagq m C The soil surveys Net comprise your AOI were mapped at 1 24.000
I -j AM.V InteRsl pAOp ■ GO
Warming Soil Map may not be valid at this scale
Soils .
sole Rating Polygons ■ D Enlargement of maps beyond the scale of mapping can cause
O A 13 Nor rated or not avalaae misunderstanding of the used of mapping and accuracy of sail line
water sauna placement The maps do act show the small areas of contrasting
(] AD soils that could have Bean shown at a more detailed scale
Sireanrs and CanaN
(] B TapSparra00n Please rely on the bar scale on each map sheet for map
Ij &b ryy Rolls measurements
I] C N Interstate Highways Source of Map Natural Resources Conservation Service
Cj Web Soil Survey URL httplMrebsoilsurvey.mcs.Islas gov
CID us Rader Coordinate System Web Mercator(EPSG:3857)
0 Major Rotes Maps from the Web Soil Survey are based on the Web Mercator
Lj Not mled a act available Local Roads projection,which preserves direction and shape but distorts
soil Raanp tins distance and area A projection that preserves area,such as the
111ackgroun4 Albers equal-area conic projection,should be used if more accurate
.�/ A . Aerial Photography calculations of distance or area the required.
"a AID This product is generated from the U SDA-NRCS cedifted data as of
M a the version deals)listed below.
..� BID Soil Survey Area Pasquotank County,North Carolina
..r C Survey Area Date Version 13,Jul 12,2012
Soil map unison labeled(as space allows)for map scales 1.50,000
CID or larger.
^� 0 Uate(s)aerial images wets photographed. Feb 15,2011—All 4,
. a Not retell or net available 2011
$oil Rating Rams The odhophoto or other base map on which the soil lines were
® A compiled and digitized probably differs from the background
Imagery displayed an these maps As a result,some minor shifting
■ Ale of map unit boundaries may be evident
■ B
■ BID
U5W Natural Resources Web Soil Survey 1111 412 01 3
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group—Pesquotenk County,North Carolina
Hydrologic Soil Group
Hydrologic Soil Group—Summary by Map Unit—Pesquotenk County,North Carolina(NC139)
Map unit symbol I Map unit name Ratlnp Acres In AD Percentof=
TOA Tumollay fine sandy BID 3 1 94.4%
loam,0 to 2 percent
slopes
Ur Urban lend 02 56%
Totals for Area of Interest 3.2 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential.Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation,are thoroughly wet,and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups(A,B,C,and D)and
three dual classes(AID,BID,and CID).The groups are defined as follows:
Group A.Soils having a high infiltration rate(low runoff potential)when thoroughly
wet.These consist mainly of deep,well drained to excessively drained sands or
gravelly sands.These soils have a high rate of water transmission.
Group B.Soils having a moderate infiltration rate when thoroughly wet.These
consist chiefly of moderately deep or deep,moderatelywell drained orwell drained
soils that have moderately fine texture to moderately coarse texture.These soils
have a moderate rate of water transmission.
Group C.Soils having a slow infiltration rate when thoroughly wet.These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate ofwater
transmission.
Group D.Soils having a very slow infiltration rate(high runoff potential)when
thoroughly wet.These consist chiefly of clays that have a high shrink-swell
potential,soils that have a high water table,soils that have a claypan or clay layer
at or near the surface,and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group(AID,BID,or CID),the first letter is
for drained areas and the second is for undrained areas.Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method., Dominant Condition
usot Natural Resources Web Soil Survey 1111412013
i Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Sal Group—Pesguotank County,North Caroline
Component percent Cutoff: None Specified
Tie break Rule: Higher
t� Natural Resources Web Soil Survey N114R013
Conservation Servlm Neeoanl Coopri ebve Soil Survey Pogo 4 of

APPENDIX C
SOILS REPORT BY GET SOLUTIONS

GET
February 14, 2014
Qrotrrlininrl.Fmriron..;,Wal•Tr<fing
TO: Tooley Place, LLC
C/O The Woda Group, Inc.
229 Huber Village Blvd
Westerville, Ohio 43081
Attn: Mr. Glenn Schultz
RE: Report of Subsurface Investigation and Geotechnical Engineering Services
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
Dear Mr. Schultz:
Pursuant to your request G E T Solutions, Inc. has completed a portion of our subsurface
investigation and Geotechnical Engineering services at the above noted project site.
Specifically, the completed explorations and Geotechnical Engineering services
documented herein are solely associated with the storm water management pond as
necessary to document the subsurface soil and groundwater conditions.
Site and Project Description
This project site is located .
along the west side of Hull
Drive in Elizabeth City,North
Carolina. The proposed
construction areas are f "
generally bordered to the
east by Hull Drive followed
by existing commercial ' t
structures and their '
associated parking lots, to
the south by an existing
residential subdivision, to
the west by open grass
covered areas, and to the
north by an existing ;
commercial building and its
associated parking lot.
504 East Elizabeth Street • Elizabeth City, NC 27909 Phone: [phone] • Fax: [phone]
[e-mail]

Report of Subsurface Investigation and Geotechnical Engineering Services February 14, 2014
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
During our field exploration activities, the site was generally noted to consist of open grass
covered areas and appeared to be relatively level with visually estimated elevation
changes less than about 1 foot in 50 linear feet. As noted on the project plans performed
by Hyman and Robey, PC, the existing site grade elevations generally range from about
5.3 to 7.9 feet MSL. Additionally, the existing site grade elevations within the portion of the
site to contain the proposed storm water management pond was generally noted to be on
the order of about 5.6 to 6.2 feet MSL.
The proposed construction at this site is planned to consist of building a new apartment
structure along with its associated asphalt paved parking lot and a storm water
management pond. The proposed structure will be two (2) stories and have a total plan
area of about 41 ,000 square feet. The structure will be of wood frame design with brick
veneer supported by a slab on grade and shallow foundations. At this time, the maximum
foundation loading conditions associated with the structure were not known. However,
based on our experience with similar projects, the maximum wall loads are not expected to
exceed about 3 kips per linear foot.
The proposed first floor finished elevation (FFE) of the structure is anticipated to be
located slightly above the existing site grade elevations. As such, it is anticipated that the
fill operations necessary to establish the design grade elevations will not exceed about 2
feet.
Field Exploration and Subsurface Soil Conditions
Field Exploration:
The portion of our field M
exploration servicesal -
completed at this time , WE iii r� p
consisted of one (1) 3-foot
deep hand auger boring J �' 6
(designated as BMP-H1
that was drilled within the Ir
T
approximate center of the
proposed storm water K �I
management pond at the
project site. The hand [, r auger boring could not be
extended below the
explored depth due to a
cave-in occurring as any
result of the encountered
groundwater level.
L

Report of Subsurface Investigation and Geotechnical Engineering Services February 14, 2014
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
The boring location was established and located in the field by G E T Solutions, Inc.
personnel by means of measuring from existing landmarks. A hand held Global
Positioning System(GPS)was used by G E T Solutions, Inc. to determine and record the
coordinates at the boring location. The approximate boring location and the GPS
coordinates recorded during our subsurface exploration activities are provided in the
following table (Table I — Boring Schedule).
Table I — Boring Schedule
Boring Boring GPS Coordinates
Number Depth Boring Location(feet) Latitude Longitude
BMP-H1 5 Appropmate Center of the Proposed Storm Water 360 17.621' N 760 14.198'W
Management Pond
Laboratory Testing:
Representative portions of all soil samples collected during drilling were sealed in glass
jars, labeled, and transferred to our Elizabeth City laboratory for classification and
analysis. The soil classification was performed by a Geotechnical Engineer in accordance
with ASTM D2488.
A total of two (2) representative soil samples were selected and subjected to natural
moisture and 4200 sieve wash testing and analysis in order to corroborate the visual
classification of the soils. These test results are provided in the following table (Table II —
Laboratory Test Results) and are also presented on the attached "Boring Log" sheets.
Table 11 — Laboratory Test Results
Boring Depth Natural %
�a USCS
N #200
No. (Feet) Moisture Passing Classification
BMP-H1 0.5-1 17.5 52.9 CL
BMP-H1 2.5-3.0 26.9 3.1 SIP
3
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Report of Subsurface Investigation and Geotechnical Engineering Services February 14, 2014
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
Subsurface Soil Conditions:
The results of our soil test borings indicated the presence of approximately 2 inches of
Topsoil and/or root mat at the boring location. The natural subsurface soils recovered at
the boring locations below the surficial organic material were uniform and consistent to the
explored depths. These soils were noted to consist of Sandy Lean CLAY (CL) underlain
by SAND (SP, SP-SM, SM) with varying amounts of Silt and Clay. A brief description of
the natural subsurface soil conditions encountered at the boring locations is provided in
the following table (Table III — Subsurface Soil Summary).
Table III — Subsurface Soil Summary
AVERAGE STRATUM DESCRIPTION Relative
DEPTH (Feet) Densityt'I
Boring: BMP-H1
0 to 0.17 - Topsoil N/A
0.17 to 1.3 1 Sandy Lean CLAY(CL)
1.3 to 3.0 II SAND (SP, SP-SM, SM)with varying amounts of Silt and Loose
Clay; Boring BMP-H1 terminated within this stratum
Note(1): The relative density descriptions noted above were estimated based on the penetration resistance of
our hand operated equipment.
It is noted that the topsoil designation references the presence of surficial organic laden
soil, and does not represent any particular quality specification. This material is to be
tested for approval prior to use. The subsurface description is of a generalized nature
provided to highlight the major soil strata encountered. The record of the subsurface
exploration included in Appendix II (Boring Log sheets) and in Appendix III (Generalized
Soil Profile) should be reviewed for specific information as to individual soil strata
encountered at the boring location. The stratifications shown on the records of the
subsurface exploration represent the conditions only at the actual boring location.
Variations may occur and should be expected at other unexplored locations. The
stratifications represent the approximate boundary between subsurface materials and the
transition may be gradual.
4
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Report of Subsurface Investigation and Geotechnical Engineering Services February 14, 2014
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
Groundwater Information:
The groundwater table depth was measured at the location of boring BMP-H1 during
drilling operations and was found to occur at a depth of approximately 1.5 feet below the
existing site grades. Based on the topographic information provided by Hyman and
Robey, PC, the groundwater level was estimated to correspond to an elevation of about
4.5 feet MSL. The hand auger boreholes were backfilled upon completion for safety
considerations. As such, the reported groundwater level may not be indicative of the static
groundwater level. It is recommended that the contractor determine the actual
groundwater levels at the time of the construction to determine groundwater impact at
specific excavation locations and at the time of construction.
The soils encountered below the surficial organic material (Topsoil) and extending to a
depth of about 1.3 feet below existing grades were noted to consist of CLAY (CL). These
cohesive soils can act as a restrictive horizon during periods of significant precipitation
and/or the wet season. Accordingly, perched water levels occurring near the surface can
occur following inclement weather and/or during the wet season.
The soils recovered from the boring locations were classified in general accordance with
ASTM D 2487 test method. Also, the soils recovered from boring BMP-H1 were classified
using the Munsell®Soil Color Charts to aid in indicating the estimated normal Seasonal
High Water Table (SHWT). Based on the soil texture classifications located at the
explored location, the shallow subsurface soils appeared to be relatively homogenous
consisting of CLAY (CL) underlain by SAND (SP, SP-SM, SM)with varying amounts of Silt
and Clay.
The "Soil Survey of Pasquotank County, North w
Carolina" provided by the U.S. Department of
Agriculture indicates that soils located within the ►t�i
project site consist predominantly of the Tomotley �F c
fine sandy Loam series. This association indicates
poorly drained conditions provided on the "Soil
Survey of Pasquotank County, North Carolina".
As previously noted, the soil sample colors were
identified using the Munsell®Soil Color Charts to aid
in identifying the estimated normal SHWT at the
location of boring BMP-H1. It is noted that soil
morphology is not a reliable indicator of the SHWT in
drained soils, as indicated in the"Soil Morphology as
an Indicator of Seasonal High Water Tables"
(prepared by Peter C. Fletcher; U.S. Department of
Agriculture Soil Conservation Service).
5
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Report of Subsurface Investigation and Geotechnical Engineering Services February 14, 2014
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
However, slight color distinctions were observed within the soil samples collected at the
location of boring BMP-H1. As such, the normal SHWT depth was estimated to occur ata
depth of approximately 1.25 to 1.5 feet below the existing site grade elevation at the
location of boring BMP-H1 . This depth corresponds to elevation of about 4.5 to 4.75 feet
MSL. More detailed information regarding the encountered ground water depth and
corresponding elevation as well as the estimated normal SHWT depth and elevation for
the boring location are provided in the following table (Table IV — Groundwater
Information).
Table IV — Groundwater Information
Groundwater Table Groundwater Table
Depth (ft.) Elevation (ft. MSL)
Boring Boring Location Estimated Estimated
No. Normal Normal
Currents l Seasonal Currenri l Seasonal
High Hi h
BMP-H1 Approximate Center of the Proposed 1.5 1.25 to 4 5 4.5 to
Storm Water Management Pond 1.5 4.75
Note(1)=The observed groundwater levels noted in this report,on our Boring Log sheets,and on our Generalized Soil
Profile sheets were obtained through soil wetness at the time of our subsurface exploration procedures.
Groundwater monitoring wells are recommended to obtain stabilized readings.
The current groundwater levels encountered at the project site and the estimated normal
SHWT depth is anticipated to be contributed to the varying site topography as well as
water run-off from the adjacent roadway to the east as well as from the adjacent parcels.
Groundwater conditions will vary with environmental variations and seasonal conditions,
such as the frequency and magnitude of rainfall patterns, as well as man-made influences,
such as existing swales, drainage ponds, underdrains and areas of covered soil (paved
parking lots, sidewalks, etc.). Seasonal groundwater fluctuations of ± 2 to 3 feet are
common in the project's area; however, greater fluctuations have been documented. We
recommend that the contractor determine the actual groundwater levels at the time of the
construction to determine groundwater impact on the construction procedures.
6
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Onff

Report of Subsurface Investigation and Geotechnical Engineering Services February 14, 2014
Tooley Place Apartments
Elizabeth City, North Carolina
GET Project No: EC14-108G
We trust that the information contained herein meets your immediate need, and we would
ask that you call this office with any questions that you may have.
Respectfully Submitted,
G E T Solutions, Inc.
A. Paul Lankford Jr., E.I.T. Gerald W. Stalls Jr., P.E.
Project Manager Senior Project Engineer
NC Lic. #034336
•.• 2..�oEESS/p •• q 't
Attachments: Boring Location Plan a SEAL ' `
Boring Logs 1 34336
Generalized Soil Profile
USDA Custom Soil Resource Report for Pasquotank County, NC '•.��''NGI......S p•
Copies: (3) Client
7
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GET PROJECT: Tooley Place Apartments
CLIENT: The Woda Group, Inc.
PROJECT LOCATION: Elizabeth City, North Carolina PROJECT NO.: EC14-108G
,,,,,,,,,,,,,,,,,,,. BORING LOCATION: Elizabeth City, North Carolina SURFACE ELEVATION: 6' MSL
BORING LOG DRILLER: J. Meads LOGGED BY: G. Stalls, P.E.
DRILLING METHOD: Hand Auger DATE: 2-13-14
BMP-H1 DEPTH TO WATER-INITIAL*: 4 1.5' AFTER 48 HOURS: : _ CAVING> L 3'
o a u m w d o TEST RESULTS
.� a¢I a'" n n o a n d �S 1D m `it' Plastic Limit H Liquid Limit
wo E o Description rn z rn r mz \ Moisture Content- •
N-Value-
6 o b 10 20 30 40 50 60 70
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vS 7 Mottled Gray-Reddish Tan,very moist to wet, Silty fine SAND
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0 e poorly graded fine to medium SAND(SP-SM)with Silt 'ir',ii 3 12 HA 3 1 1 D i
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Boring terminated at 3 ft. .•
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Notes: SS=Split Spoon Sample
ST=Shelby Tube Sample
HA=Hand Auger Sample
*The initial 8S=Bulk Sample
w r
PAGE 1 of 1 Standard Penetration Tests were performed in the field in general accordance with ASTM D 1586.

KEY TO SYMBOLS
"Symbol Description
Strata symbols
Topsoil
Lean Clay
Silty Sand
Poorly graded Sand
with Silt
Misc. Svmbols
4 Water table during
drilling
Depth to caving
Notes :
1 . Exploratory borings were drilled on 2-13-14 using a
4-inch diameter continuous flight power auger.
2 . No free water was encountered at the time of drilling or
when re-checked the following day.
3 . Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4 . These logs are subject to the limitations, conclusions, and
recommendations in this report.
S . Results of tests conducted on samples recovered are reported
on the logs .

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Symbol Description KEY TO SYMBOLS
Strata symbols
Topsoil
Lean Clay
Silty Sand
Poorly graded Sand
with Silt
Misc. Svmbols
Water table during
drilling
Notes:
1 . Exploratory borings were drilled on 2-13-14 using a
4-inch diameter continuous flight power auger.
2 . No free water was encountered at the time of drilling or
when re-checked the following day.
3 . Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4 . These logs are subject to the limitations, conclusions, and
recommendations in this report.
5. Results of tests conducted on samples recovered are reported
on the logs .

USDA United States A product of the National Custom Soil Resource
�— Department of Cooperative Soil Survey,
Agriculture a joint effort of the United Report for
States Department of
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Federal agencies, State
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February 13, 2014

Preface
Soil surveys contain information that affects land use planning in survey areas.They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers.Also,
conservationists, teachers, students, and specialists in recreation,waste disposal,
and pollution control can use the surveys to help them understand,protect,or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions.The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses.The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning,onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http://www.nres.usda.gov/wps/portal/
nres/main/soils/healthy and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center(http://
offices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil
Scientist(http:/Avww.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields.A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service(NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture(USDA)prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation,genetic information, political beliefs, reprisal,or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means
2

for communication of program information(Braille, large print, audiotape, etc.)should
contact USDA's TARGET Center at [phone](voice and TDD). To file a
complaint of discrimination,write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or(202) 720-6382 (TDD). USDA is an equal opportunity provider and
employer.
3

Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend..................................................................................................................9
MapUnit Legend................................................................................................10
Map Unit Descriptions........................................................................................10
Pasquotank County, North Carolina...............................................................12
ToA—Tomotley fine sandy loam, 0 to 2 percent slopes..............................12
Ur—Urban land...........................................................................................13
References............................................................................................................15
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area.They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock.They observed and described many soil profiles.A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently,soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses(USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform,a soil scientist develops a concept,or model,of how they were formed.Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless,these observations, supplemented by
an understanding of the soil-vegetation-landscape relationship,are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils.After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the
5

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions.Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping,design of map units,complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil-
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil-landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests.Soil scientists interpret
the data from these analyses and tests as well as the field-observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit.Aerial photographs show trees, buildings,fields,
roads, and rivers, all of which help in locating boundaries accurately.
6

Soil Map
The soil map section includes the soil map for the defined area of interest,a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
7

Custom Soil Resource Report
Soil Map
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Map Unit Legend
Pasquotank County,North Carolina(NC139)
Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI
ToA Tomotley fine sandy loam,0 to 2 3.0 96.0%
percent slopes
Ur Urban land 0.1 4.0%
Totals for Area of Interest 3.1 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils.Within a taxonomic
class there are precisely defined limits forthe properties of the soils.On the landscape,
however,the soils are natural phenomena,and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently,every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management.These are called contrasting,or dissimilar,components.They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each.A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complexthat itwas impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but ratherto separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
10

Custom Soil Resource Report
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas.Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them.Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11

Custom Soil Resource Report
Pasquotank County, North Carolina
ToA—Tomotley fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
Elevation: 0 to 30 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
Tomotley, drained, and similar soils: 75 percent
Tomotley, undrained, and similar soils: 10 percent
Minor components:6 percent
Description of Tomotley, Drained
Setting
Landform: Flats on marine terraces, depressions on stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table:About 0 to 12 inches
Frequency of flooding: None
Frequency of pending: None
Available water capacity: Moderate (about 8.1 inches)
Interpretive groups
Farmland classification: Prime farmland if drained
Land capability(nonirrigated): 3w
Hydrologic Soil Group: B/D
Typical profile
0 to 7 inches: Fine sandy loam
7 to 12 inches: Fine sandy loam
12 to 42 inches: Sandy clay loam
42 to 50 inches: Sandy loam
50 to 80 inches: Loamy sand
Description of Tomotley, Undrained
Setting
Landform: Depressions on stream terraces, flats on marine terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits
Properties and qualities
Slope: 0 to 2 percent
12

Custom Soil Resource Report
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table:About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity., Moderate (about 8.1 inches)
Interpretive groups
Farmland classification: Prime farmland if drained
Land capability(nonirrigated):4w
Hydrologic Soil Group: B/D
Typical profile
0 to 7 inches: Fine sandy loam
7 to 12 inches: Fine sandy loam
12 to 42 inches: Sandy clay loam
42 to 50 inches: Sandy loam
50 to 80 inches: Loamy sand
Minor Components
Arapahoe, undrained
Percent of map unit. 3 percent
Landform: Depressions, flats
Down-slope shape: Linear
Across-slope shape: Concave
Nimmo, undrained
Percent of map unit: 3 percent
Landform: Flats on marine terraces, depressions on marine terraces
Down-slope shape: Concave
Across-slope shape: Linear
Dragston, undrained
Percent of map unit. 0 percent
Landform: Marine terraces
Down-slope shape: Linear
Across-slope shape: Linear
Ur—Urban land
Map Unit Setting
Elevation: 0 to 30 feet
Map Unit Composition
Urban land: 95 percent
13

Custom Soil Resource Report
Description of Urban Land
Interpretive groups
Farmland classification: Not prime farmland
Land capability(nonirrigated): 8s
14

References
American Association of State Highway and Transportation Officials(AASHTO).2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes.ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13. 1994. Changes in hydric soils of the United States.
Federal Register. September 18. 2002. Hydric soils of the United States.
Hurt,G.W.,and L.M.Vasilas,editors.Version 6.0,2006.Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/nres/
detail/national/soils/?cid=n res142p2_054262
Soil Survey Staff. 1999.Soil taxonomy:A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http://www.nres.usda.gov/wps/portal/
n res/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture,Natural Resources Conservation Service. http:/Avww.nres.usda.gov/wps/
portal/n res/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/main/national/
landuse/forestry/pub/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepastu re/?cid=stelprdb1043084
15

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/deta i I/soi Is/scie ntists/?cid=n res 142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://www.nres.usda.gov/wps/portal/n res/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http:H
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf
16

APPENDIX D
PRECIPITATION INFORMATION

Precipitation Frequency Data Server http://hdse.nws.noaa.gov/hdse/pfds/pfds_lrintpage.html?lat=36.2929&I...
Precipit tion Depth
NOAA Atlas 14,Volume 2,Version 3
Location name:Elizabeth City,North Carolina,US`
• Coordinates: 9,-76.2310 {
Elevation:Lion:6 6 ft`
•source:Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
GM Bonnin,D.Martin,B.Lin,T Pazybok MYekla,and D.Riley
NOAA.National Weather Service,Silver Spring,Wayland
PF tabular i PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Duration r 2 � 10erage recurrence Interval(years)100 200 500 1 1000
5-min 0.434 0.509 0.585 0.663 0.748 0.819 0.887 0.954 1.04 1.11
(0.392-0.479) (0.460-0.562) (0.528-0.646) (0.597-0.732) (0.671-0.825) (0.733-0.902) (0.790-0,976) (0.845-1.05) (0.911-1.14) (0.969-1.23)
10-min 0.693 0.814 0.937 1.06 1.19 1.30 1.41 1.51 1.64 1.75
(0.626-0.765) (0.736-0.898)1(0.846-1.03) 1(0.955-1 A7) 1 (1.07-1.31) 1 (1.17-1.44) 1 (1.25-1.55) 1(1.34-1.66)
• (1.44-1.80)
1 6s 102 1.19 4 51 (1.523.2-1095mi omi
(D. 82-0,956) (0.925-1.13) 1 (lolr-1.31) 1 (1.21-1.48) 1 (1.35-1.67) 1 (1.48-1.82) 1 (1.59-1.96) (1.69-2.10) (1.81-2.27) (1.92-2..48 23))30-min 1.19 1.41 1.68 1.94 2.24 2.49 2.73 2.97 3.28 3.56
(1.07-1.31) (1.28-1.56) (1.52-1.86) (1.75-2.15) (2.01-2.47) (2.23-2.74) (2.43-3.00) (2.63-3.27) (2.88-3.61) (3.10-3.92)
60-min 1.48 F 1.77 - 2.16_-- 2.53 2.98 3.37 3.76 4.17 4.71 5.20(1.341.63) (1.60-196) (1.95-2.38) (2.28-2.79) (2.67-3.29) (302-3.71) (3.35-4.13) (3.69-4.58) (4.14-5.18) (453573)
2-hr 1'73 2.08 2.59 3.09 3.72 4.28 4.86 5.47 6.32 7.07
(1.55-1.93) (1.87-232) (232-2.88) (2,76-3.43) (3.31-4.13) (3.79-4.75) (4.28-5.39) (4.79-6.06) (5.48-7.01) (609785)
3-hr 1.85 2.23 2.78 3.34 4.07 4.74 5.44 6.19 7.26 8.24
(1.67-2.07) (2.00-2.49) (2.50-3.10) (2.99-3.72) (3.63-4.53) (4.20-5.26) (4.79-6.02) (&41-6.84) (6.28-8.04) (7.05-9.12)
6-hr 2.21 2.66 3.32 4.00 4.88 5.70 6.56 7.50 8.84 10.1
(2.00-2.46) (2.40-2.96) (2,99-3.69) (3.59-4.44) (4.36-5.41) (5.07-6.30) (5,79-7.23) (6.56-8.24) (7.64-9.72) (8.60-11.1)
12 hr 2.60 3.72 3.91 4.74 5.83 8.86 7.94 9.14 10.9 12.5
(2.35-2.89) 1 (2.82-3.48) 1 (3.52-4.35) 1 (4.25-5.26) 1 (5.19-6.45) 1 (6.06-7.57) 1 (6.95-8.74) (7.92-10.0) (9.27-11.9) (10.5-13.7)
24-hr 3.08 3.73 4.81 5.73 7.08 8.24 9.51 10.9 ) ( 13.0 ) ( 14.8
(2.82-3.35) (3.43-4.08) (4.43-5.26) (5.25-6.25) (&45-7.70) (7.44-8.95) (8.51-10.3) (9.65-11.8 11.3-14.2 12.7-16.2)
2-day 3.54 4.29 5.50 6.55 8.12 9.47 11.0 12.7 15.2 17.4
(3.26-3.86) (3.95-4.67) (5,06-5.99) 1 (6.00-7.12) (7.38-8.80) (8.54-10.3) (9.79-11.9) (11.1-1&8) 1(13.1-16.6) (14.8-19.1)
3-day 3.77 4.57 5.84 6.91 8.49 9.83 11.3 12.9 15.4 17.5
(3.48-4.10) 1 (4.23-4.96) (5.39-6.33) 1 (6.36-7.48) (7.76-9.18) (8.93-10.6) 1 (10.2-12.2) 1(11.5-14.0) (13.4-16.8) (15.1-19.3)
4 day 4.01 4.85 6.17 7.27 6.86 10.2 11.6 13.2 15.5 17.7(3.73-4.33) 1 (4.51-5.25) 1 (5.73-6.67) 1 (6,72-7.83) 1 (BA4-9.55) 1 (9.33-11.0) 1 (10.5-12.6) (11.8-14.3) (13.7-wit) (15.4-19.4)
.,day 4.69 5.66 7.11 8.30 10.0 11.5 13.0 14.6 17.0 19.0
(4.39-5.04) 1 (5.30-6.08) 1 (6.63-7.62) 1 (7.73-8.89) 1 (9.29-10.7) 1 (10.5-12.3) 1 (11.9-13.9) 1(13.2-15.7) (15.1-18.4) (16.6-20.6)
10-day 5.30 6.36 7.88 9.13 10.9 12.4 14.0 15.7 18.1 20.1
(5.005.66) (5.99-6.78) 1 (7.40-8.40) (8.56-972) 1 (10.2-11.6) 1 (11.5-13.2) I (12.9-14s) (14.3-16.8) (16.3-19.5) (17.8-21.8)
20-day 7.22 8.59 10.4 12.0 14.1 15.9 77.7 19.7 22.4 24.7(6.83-7.64) (8.14-9.10) 1 (9.87-11.1) (11.3-12.7) (13.2-15.0) (14.8-16.8) (16.4-18.9) (18.0-21.0) (20.3-24.1) (22.0-26.6)
- -.
30-day 8.89 10.6 12.7 14.4 16.8 18.7 20.6 22.6 25.3 27.4
(8.42-9.40) 1 (10.0-11.2) (12.0-13.4) (13.6-15.2) 1 (15.8-17.7)._(17.5-19.8) 1 (19.1-21.9) (20.8-24.0) (23.1-27.1) (24.8-29.5)
45-day 11.0 13.0 15.6 17.7 20.6 23.0 25.5 28.1 31.8 34.7
(10141 0 7) (12.3-13.8) (14.7-16.5) (16.7-18.7) (19.4-21.8) (21.5-24.4) (23.7-27.1) (25.9-30.0) (28.9-33.9) (31.2-37.3)
BOday 13.2 15.6 18.4 20.7 23.8 26.3 28.8 31.3 34.7 37.4
(12.514.0) 1 (14.8-16.5) 1 (17.5-19.5) 1 (19.6-21.9) 1 (22.4-25.1) 1 (24.6-27.8) 1 (26.8-30.5) (29.0-33.2) (31.8-37.1) (34.0-40.0)
t 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 maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical
I of 11/14/2013 3:31 PM

Precipitation Frequency Data Server http://hdsc.nws.noaa.gov/hdse/pfds/pfds_printpage.html?lat=36.2939&I...
Precipit tion Intensity
NOAA Atlas 14,Volume 2,Version 3
Location name: Elizabeth City,North Carolina,US` 6`A
• Coordinates: 9,-76.2338 �
Elevation:Lion:7 7 ft` p
source:Google Maps •`�.,,,,,./
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M Bonnin,D.Martin,B.Lin,T Parzybak.MYekta,and D.Riley
NOAA National Weather 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)1
��_� 10verage recurrence int5e0rval(years)
100 200 500 1000
Duration
5-min 5.21 6.11 7.02 7.96 8.99 9.84 10.6 11.4 72.4 13.3
(4.70-5.75) 1 (5.53-6.74) 1 (6.34-7.75) 1 (7.16-8.78) 1 (8.05-9.90) 1 (8.80-10.8) 1 (9.48-11.7) 1 (10.1-12.6) 1 (10.9-13.7) 1 (11.6-14.7)
10•min 3 4.16 4.88 5.62 6.36 7.16 7.83 8.46 9.07 ) ( 9.84 10.5
( .76-4.59) (4.42-5.39) (5.08-6.21) (5.73-7.03) (6.41-7.89) (7.01-8.62) (7.53-9.31) (&03-9.98 8.65-10.8) (9.16-11.6)
15-min 3.46 4.10 4.74 5.36 6.05 6.61 7.13 7.63 8.26 ) ( 8.80 )
(3,13-3.82) (3.70-4.52) (4.28-5.24) (4.83-5.92) (5,42-6,67) 15.91-7.27) (6.34-7.84) (6.76-8.39) (7.25-9.08 7.67-9.68
30-min 2.38 2.83 3.37 3.89 4.48 4.98 5.46 5.94 6.57 ) ( 7.12 )
(2.14-2.62) (2.56-3.12) (3.04-3.72) (3.50-4.28) (4.01-4.94) (4.45-5.48) (4.86-6.00) (5.26-6.53) (5.77-7.23 6.21-7.85
60-min 1.48 1.77 2.16 2.53 2.98 3.37- 3.76 4.17 4.71 5.20 )
(134-1.64) (1.60-1.96) (1.95-2.36) (2.28-2.79) (2.67-3.29) (302-3.71) (3.35-4.13) (3.69-4.58) (414-5.19) (4.53-5.73
2-hr 0.864 1.04 1.29 1.54 1.86 2.14 2.43 2.73 3.16 3.54(0776-0.964) (0.934-1.16) (1.16-1.44) (1.38-1.72) 1 (1.65-2.06) (1.90-2.38) (2.14-2.70) (2.39-3.03) (2.74-3.50) (3.05-3.92)
3-hr 0.617 0.742 0.925 1.11 1.36 7.58 1.81 2.06 2.42 2.74
(0.555-0.690) (0.668-0.830) (0.832-1,03) (0.996-1.24) (1.21-1.51) (1.40A.75) (1.59-2.01) (1.80-2.28) (2.08-2.68) (2.35-3.04)
6•im 0.370 0.444 0.555 0.667 0.815 0.953 1.10 1.25 1.48 1.68
(0.334-0.410) (0.401-0.494) (0.499-0.617) (0.599-0.742) (0.728-0.904) (0.846-1.05) (0.967-1.21) 1 (1,10-1.38) (1.27-1.62) (1,44-1.85)
1Vlh 0.216 0.259 0.325 0.393 0.484 0.569 0.659 0.759 0.902 1.03
(0.195-0.240) (0.234-0.289) (0.292-0.361) (0.353-0.437) (0.431-0.535) (0.503-0.629) (0.577-0.726) (0.657-0.834) (0.770-0.992)1(0.872-1.14)
24-hr 0 0.128 0.156 0.201 0.239 0.295 0.343 0.396 0.455 0.542 0.616
( .118-0.140) (0.143-0.170) (0.185-0.219) (0.219-0.260) (0.269.0.321) (0.310-0.373) (0.355-0.430) (0.402-0.494) (0.471-0.591) (0.528-0.673)
2-day 0.074 F 0.089 0.115 0.136 0.169 0.197 0.229 0.264 0.317 0.362
(0.068-0.080) (0.082-0.097) (0.105-0.125) (0.125-0.148) (0.154-0.183) (0.178-0.214) (0.204-0.248) (0.232-0.287) (0.273-0.346) (0.307-0.398)
3-day 0.052 0.063 0.081 0.096 0.118 0.137 0.157 0.180 0.213 0.244
(0.049-0.057) (0.059-0.069) (0.075-0.088) (0.088-0.104) (0.108-0.127) (0.124-0.148) (0.141-0.170) (0.160-0.195) (0.186-0.233) (0.209-0.267)
4-day 0.042 0.051 0.064 0.078 0.092 0.106 0.121 0.138 0.162 0.186
(0.039-0.045) (0.047-0055) (0.060.0,069) (0.070-0.082) (0.085-0.099) (0.097-0.115) (0.110-0.131) (0.123-0.149) (0.143-0.176) (0.161-0.202)
7-day 0.028 0.034 0.042 0.049 0.060 70068 0.077 0.087 0.101 0.113
(0.026-0.030) (0.032-0.036) (0,040-0.045) (0.046-0.053) (0.055-0.064) (0.063-0,073) (0.071-0.083) (0.079-0.094) (0.090-0.110) (0.099-0.123)
10-day 0.022 0.027 0.033 0.038 0.046 0.062 0.058 0.065 0.076 0.084
(0.021-0024) (0.025-0028) (0.031-0.035) (0.036-0.041) (0.043-0.048) (0.048-0.055) (0.054-0.062) (0060 0.070) (0.068-0.081) (0.074-0.091)
20-day 0.015 0.018 0.022 0.025 0.029 0.033 0.037 0.041 0.047 0.051
(0.014-0016) (0.017-0,019) (0.021-0.023) (0.024-0.026) (0.028-0.031) (0.031-0.035) (0.034-0.039) (0.038-0.044) (0.042-0.050) (0.046-0.056)
30-day 0.012 F 0.015 1 0.018 1 0.020 0.023 F 0.026 F 0.029 F 0.031 F 0.035 F 0.038
(0.012-0.013) (0.014-0015) (0.017-0.019) (0.019-0.021) (0.022-0.025) (0.024-0.027) (0.027-0.030) (0.029-0.033) (0.032-0.038) (0.034-0.041)
45-day 0.010 0.012 0.014 0.016 0.0'19 0.021 0.024 0.026 0.029 0.032
(0.010-0.011) (0.011-0.013) (0.014-0.015) (0.015-0.017) (0.018-0.020) (0.020-0.023) (0.022-0.025) (0.024-0.028) (0.027-0.031) (0.029-0.035)
60-day 0.009 0.011 0.013 0.014 0.017 0.018 0.020 0.022 0.024 0.026
(0.009-0.010) (0.010-0.011) (0.012-0.014) (0.014-0.015) (0.016-0.017) (0.017-0.019) (0.019-0.021) (0.020-0.023) (0.022-0.026) (0.024-0.028)
1 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 maximum 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
PF graphical
1 of 11/14/2013 3:35 PM

APPENDIX E
CURRENT PROPERTY DEED

APPENDIX F
USGS QUAD MAP

ELIZABETH CITY
TOOLEY PLACE SENIOR LIVING COMMUNITY
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APPENDIX G
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APPENDIX H
PRINTOUTS FROM SECRETARY OF STATE WEBSITE

C201326200724
3 SOSID: 1339682
a,,• Date Filed:9/24/2013 6:22:00 PM
Elaine F.Marshall
North Carolina Secretary of State
State of North Carolina
Department of the Secretary of State C2013 262 00724
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: TOOLEY PLACE,LLC
2. If the limited liability company is to dissolve by a specific date,the latest date on which the
limited liability company is to dissolve:(If no date for dissolution is specified,there shall be no
limit on the duration of the limited liability company.)Perpetual
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a member,
organizer or both. Note: This document must be signed by all persons listed.)
Steven Carr, Organizer
Ellinger&Carr,PLLC
2840 Plaza Place,Suite 200
Raleigh,NC 27612
4. The name of the initial registered agent is:Steven Carr
5. The street address and county of the initial registered office of the limited liability company is:
Number and Street Ellinger&Carr, PLLC,2840 Plaza Place,Suite 200
City Raleigh State: NC Zip Code:27612 County: Wake
6. The mailing address,if different from the street address, of the initial registered office is:
7. Principal office information: (Select either a or b.)
a. E The limited liability company has a principal office.
The principal office telephone number:919.917.7301 (office)919.417.0125(cell)
The street address and county of the principal office of the limited liability company is:
Number and Street 2921 BALLYBUNION WAY
City,State,Zip Code RALEIGH NC 27613 County WAKE
The mailing address,if different from the street address, of the principal office of the company is:
b. ❑The limited liability company does not have a principal office.

C201326200724
� 4
AI
8. Check one of the following:
(i) Member-managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
X (ii) Manager-managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include(e.g.,the purpose of
the entity)are attached.
Privacy Redaction
10. (Optional): Please provide a business e-mail addr
The Secretary of State's Office will e-mail the b ided
above at no cost when a document is filed. The c the
website. For more information on why this service is offered,please see the instructions for this
document.
11. These articles will be effective upon filing,unless a future date is specified:
This is the day of September 20 13
TOOLEY PLNE, LL
ignature
Steven Carr,Organizer
Type or Print Name and Title
The below space to be used ifmore than one organizer or member is listed in Item H3 above.
Signature Signature
Type and Print Name and Title ype and Print Name and Title
Signature Signature
Type and Print Name and Title Type and Print Name and Title—
NOTES:
1. Filing fee is$125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised March 2013) _ (Form L-01)

North Carolina Secretary of State http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=1034712l
r
North Carolina
/� Elaine F Marshall DEPARTIMENT OF THE
` s Secretary S EC RETARY OF STATE
PO Box 29622 Raleigh,NC 27626-0622 [phone]
Account Login Register
Date: 1/2/2014
Click here to:
View Document Filings I File an Annual Report I
J Print a Pre-populated Annual Report Fillable PDF Form i Amend A Previous Annual Report I
Corporation Names
Name Name Type
NC TOOLEY PLACE, LLC LEGAL
Limited Liability Company Information
SOSID: 1339682
Status: Current-Active
Effective Date: 9/24/2013
Citizenship: DOMESTIC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: CARR, STEVEN
Office Address: 2840 PLAZA PLACE STE 200
RALEIGH NC 27612
Mailing Address: 2840 PLAZA PLACE STE 200
RALEIGH NC 27612
Principal Office
Office Address: 2921 BALLYBUNION WAY
RALEIGH NC 27613
Mailing Address: 2921 BALLYBUNION WAY
RALEIGH INC 27613
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB)system. Version:
2140
1 of 1 1/2/2014 9:29 AM

C201326200717
SOSID: 1339679
Date Filed:9/24/2013 6:11:00 PM
Elaine F.Marshall
North Carolina Secretary of State
State of North Carolina
Department of the Secretary of State C2O13 262 00717
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is:TOOLEY PLACE OF ELIZABETH CITY,LLC
2. If the limited liability company is to dissolve by a specific date,the latest date on which the
limited liability company is to dissolve:(If no date for dissolution is specified,there shall be no
limit on the duration of the limited liability company.)Perpetual
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a member,
organizer or both. Note: This document must be signed by all persons listed.)
Steven Carr,Organizer
Ellinger&Carr,PLLC
2B40 Plaza Place,Suite 200
Raleigh, NC 27612
4. The name of the initial registered agent is: Steven Carr
5. The street address and county of the initial registered office of the limited liability company is:
Number and Street Ellinger&Carr,PLLC,2840 Plaza Place,Suite 200
City Raleigh State:NC Zip Code:27612 County:Wake
6. The mailing address,if different from the street address, of the initial registered office is:
7. Principal office information: (Select either a or b.)
a. g The limited liability company has a principal office.
The principal office telephone number:919.917.7301 (office)919.417.0125(cell)
The street address and county of the principal office of the limited liability company is:
Number and Street 2921 BALLYBUNION WAY
City,State,Zip Code RALEIGH NC 27613 County WAKE
The mailing address,if different from the street address,of the principal office of the company is:
b. ❑The limited liability company does not have a principal office.

C201326200717
8. Check one of the following:
(i) Member-managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
X (ii) Manager-managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include(e.g.,the purpose of
the entity)are attached.
Pri
10. (Optional): Please provide a business e-mail vacy Redaction
The Secretary of State's Office will e-mail s provided
above at no cost when a document is filed. The e-mail provided will not be viewable on the
website. For more information on why this service is offered,please see the instructions for this
document.
11. These articles will be effective upon filing,unless a future date is specified:
m
This is the ) day of September 2013
TOOLEY PLACE OF ELIZABETH CITY,LLC
Steven Carr,Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#3 above.
Signature Signature
Type and Print ame an tt a Type and Print Name and Title
Signature Signature
Type and Print Name an Tit e Type and Print Name and Title
NOTES:
1. Filing fee is$125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised March 2013) (Form L-01)

North Carolina Secretary of State http://www.secretary.state.ne.us/corporations/Corp.aspx?PitemId=10347118
North Carolina
r � Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh,NC 27626-0622 [phone]
Account Login Register
Date: 1/2/2014
Click here to:
View Document Filings I File an Annual Report
J Print a Pre-populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC TOOLEY PLACE OF ELIZABETH LEGAL
CITY, LLC
Limited Liability Company Information
SOSID: 1339679
Status: Current-Active
Effective Date: 9/24/2013
Citizenship: DOMESTIC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: CARR, STEVEN
Office Address: 2840 PLAZA PLACE STE 200
RALEIGH NC 27612
Mailing Address: 2840 PLAZA PLACE STE 200
RALEIGH NC 27612
Principal Office
Office Address: 2921 BALLYBUNION WAY
RALEIGH NC 27613
Mailing Address: 2921 BALLYBUNION WAY
RALEIGH NC 27613
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB)system. Version:
2140
1 of 1 1/2/2014 9:29 AM

The Woda Group Inc. Date: 03/07/2014 Check#: 22170
NC Dept of Environment& Natural Resource 3/7/2014
Date Type Reference Original Amt. Balance Due Discount Payment
3/7/2014 Bill Tooley Place 505.00 505.00 505.00
Check Amount 505.00
—.., t r..1 . ..
{.1.cy•r.W �.v_ah � t•n.w.ti
MAR 1 3 2014
996-GOA- Huntingto Stormwater Permit-Tooley Place 505.00
The Woda Group Inc. Date: 03/07/2014 Check#: 22170
NC Dept of Environment& Natural Resource 3/7/2014
Date Type Reference Original Amt. Balance Due Discount Payment
3/7/2014 Bill Tooley Place 505.00 505.00 505.00
Check Amount 505.00
996-GOA-Huntingto Stormwater Permit-Tooley Place 505.00
IF ,• IFIRACLE80-0-621-5720 x357 THEFACEOF THISDOCUMENTHASACOLOR D -- ------PONY - "
-----PAPER .MN NS07
D Ill I1 Dt1'N'MIDI rarlJilnT-' "
The Woda Group Inc. 41 South High Street,HC•0840
229 Huber Village Boulevard, Ste 100 Columbus,OH 43215 CHECK NO.
Westerville, OH 43081 (6726 28 40 63 22170
[phone]
$**505.00
NC Dept of Environment& Natural Resource 03/07/2014
Five Hundred Five and
AY
O THE NC Dept of Environment& Natural Resource
ORDER 610 Center Ave
F: Mooresville, SC 28115 r
' UT PRIZED SIGV RE
' �'•+ fi• E Raw fflqe&CuMrNT CONTAINS AN ARTIFICIAL WATERMARK-HOLD AT AN ANGLE TO VIEW :1i•?+d �+1(: .,+UFO: ^•='-J
113022i7011' 1:04►.0000241: 0Lay241,067411'

Tt) 4
00,
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM S 140
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.
1. Project Name Tooley Place Senior Living Community
2. Location of land-disturbing activity: County Pasquotank City or Township Elizabeth City
Highway/Street Hull Drive Latitude 36.2934 Longitude -76.2360
3. Approximate date land-disturbing activity will commence: A1201 1 2014 AAS
4. Purpose of development(residential, commercial, industrial, insti; 1/ _
5. Total acreage disturbed or uncovered (including off-site borrow ant
6. Amount of fee enclosed: $ 260.00 The applicatl ll< WWW d
up to the next acre) is assessed without a ceiling amount (Example.
7. Has an erosion and sediment control plan been filed? Yes X t _. iosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Glenn Schultz E-mail Address [e-mail]
Telephone [phone] Cell# 740-630-8787 Fax# [phone]
9. Landowner(s)of Record (attach accompanied page to list additional owners):
Tooley Place, LLC 919-917-7301
Name Telephone Fax Number
2921 Ballvbunion Way R C C E 0 M E D
Current Mailing Address Current Street Address
Raleigh. NC 27613 MAR 1 2�14
City State Zip City State LAND QU.4a3PSECTIGN
WASHINGTON REGIONALOFFICE
10. Deed Book No. 1193 Page No. 469 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):
Tooley Place, LLC dedwards.osouth(@gmail.com
Name E-mail Address
2921 Ballybunion Way
Current Mailing Address Current Street Address
Raleigh, NC 27613
City State Zip City State Zip
Telephone [phone] Fax Number

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:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
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.
Managing Member,Opportunities South as Managing Member of Tooley
Dean R. Edwards Place of Elizabeth City,LLC,as Managing Member of Tooley Place,LLC
Type print nam Title or Authority
Sig ature Date
I, Fall\sor,lgrrt e C-�'[� a Notary Pubbllliic of the County of V v q
State of North Carolina, hereby certify that T� F v-\ '_-= OJ45 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 L day onfn '1�'e��^^�^ , 20 `t
pCARy !! Notary
Seal _ •
My commission expires Fe_ �v„ F' ..N.0%

HYMAN ■� '�
ROBEY
February 25, 2014
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
943 Washington Square Mall
Washington, NC 27889
MAR 1 3 2014
Subject: Stormwater Management Permit R F tom.
Tooley Place Senior Living Community .• ` �1 � 'ti:`
Elizabeth City, NC
HR Project#130389
Dear Mr. Vinson:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the plans for the above referenced project.
2. The original and one (1) copy of the executed Stormwater Permit Application with
required supplement and operation and maintenance agreement.
3. Two (2) copies of the project narrative and appendix containing: Stormwater and Erosion
Control Calculations, a printout from the USDA Web Soil Survey website, the soils report
prepared by GET Solutions, precipitation data for the site, the current deed for the
property, a portion of the USGS quad map showing project location, the FEMA FIRMette
for the site, and a copy of printouts from the Secretary of State website.
4. A check in the amount of amount of$505.00 for the required fee for the permit
modification.
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Hyman
& Robey, PC
KimberlyD. Hamby
Y
Engineering Project Manager
cc: file
Mr. Glenn Schultz, Woda Group
Mr. Dean Edwards
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
Hyman& Robey,PC w .hymanrobey.com

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