SW7090809_HISTORICAL FILE_20210716

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �0
f
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
a I D
YYYYM M DD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
BRIAN WRENN
Director'
NORTH CAROLINA
Environmental Quality
July 16, 2021
Miller & VanEssendelft Investments, LLC
Attention: Paul Dan Miller, Manager
P.O. Box 23
Gatesville, NC 27938
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7090809
Miller Funeral Home
Perquimans County
Dear Mr. Miller:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7090809 for a stormwater treatment system consisting of a wet
detention pond serving the Miller Funeral Home located at 1125 Harvey Point Road,
Hertford, NC expires on December 30, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq. nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger. thorpeCcDncdenr.gov.
Sincerely,
Roger K. Thorpe -
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
EQ _ Washington Regional Office ' 943 Washington Square Nall I Washington. North Carolina 27889

For DENR Use ONLY
® North Carolina Department of Environment and Reviewer:
C'tti L✓�
�f Natural Resources Submit:
NCDENR Request for Express Permit Review Time
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed roan to trpress
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;alison.davidson(dlncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeliiincmail.net EXPRESS
Mooresville & -Patrick Grogan 704-683.3772 or patrick.4ronan(ancmail�X .net
• Washington Region -Lyn Hardison 252-946-9215 or [e-mail] AUG 1,2 2009
• Wilmington Region -Janet Russell 910-350-2004 orjanetrusse/Kciincmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day. NC DENR
Project Name: MILLER FUNERAL HOME— County: PERQUIMANS
Applicant: DAVID VANESSENDELFT Company: MILLER & VANESSENDELFT PROPERTY INVESTMENTS LLC
Address: P.O. BOX 23 City: GATESVILLE, State: NC Zip: 27938-
Phone: [phone] Fax::[phone] Email:[e-mail]
Physical Location:1125 HARVEY POINT ROAD HERTFORD NC 27944
Project Drains into _ waters — Water classification C SW (for classification see-http://h2o.enr.state.nc.usibims/reports/reportsWB html)
Project Located in PASQUOTANK River Basin. Is project draining to class ORIN waters? N, within Y2 mile and draining to class SA waters N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: SAM JARVIS Company: JARVIS CONSULTING, INC.—
Address: 223 NORTH RESPESS STREET City: WASHINGTON, State: NC Zip 27889-_ c5<r 1 Phone: [phone] Fax::[phone] Email: [e-mail] t
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR, ❑ OTHER: _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _# Curb Outlet Swales ❑ Off -site (SW _ (Provide permit #)]
® High Density- Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems❑ High Density -
Other _ # Treatment Systems /❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW _(Provide permit
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 4.00 acres to be disturbed.(CK # � (for DENR useR 2,-,0
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑
Received from US ACOE ❑ Yes ❑ No Yes ❑ No 404 Application in Process wl US ACOE: ❑Yes ® No Permit
For DENR use only
Fee Split for multiole oermits: (Check It % i /V50 --"l rM,r Ane t LlC/7 /)
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance( Mal- ❑ Min)
$ -
SW( HD, LD, (:en)
$3r>G
40t:
$
LDS
$
Stream Deter,_
$
NCDENR EXPRESS September 2008

EXPRESS
AUG 12 2009
NC DENR
STORMWATER MANAGEMENT
PLAN
NARRATIVE
MILLER FUNERAL HOME
Perquimans County, North Carolina
•�oe�0y�".t�j GA:�J`�0gepe
By
Ralph S. Jarvis, PE, PLS 5EP!
6242
JARVIS CONSULTING, INC.
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
223 Respess Street, Washington, North Carolina V889 Telephone [phone] / Fax [phone]

STORMWATER MANAGEMENT PLAN
A. DESCRIPTION OF PROJECT
Location of Project
The property is located in Hertford, North Carolina, southeast of US 17 and southwest of the
Perquimans River along Harvey Point Road, SR 1336.
Type of Development
The project is planned to be a funeral home chapel and has a total site area of 4.0 acres.
Earth Disturbing Activities:
The site is cleared cropland covered with grass and seasonal vegetation. The Perquiman's
Commerce Centre restrictive covenants as well as the Town of Hertford has a thirty feet buffer
yard around the perimeter of the lot. The area is to be utilized for landscaping and a vegetative
buffer. The land disturbing activities in the buffer yard are restricted to 1.) driveway, 2.) sidewalk
along northwest side, and 3.) portion of the stormwater system on the southeast side of the lot..
There will be no grading activities or grade changes but there will be tree and shrub plantings and
planting of grass. The main disturbed area will be the parking lot, building site, and stormwater
management system and is approximately 3.43 acres including the buffer planting area. The
stormwater system on the southeast side will be adjacent to an existing ditch but will be protected
by a berm created at or slightly above the existing grade at the top of the ditch.
Existing Drainage Patterns:
`
The former agricultural fields have swales that drain to an existing ditch along the southeast
property line.
Proposed Drainage Patterns:
The proposed drainage pattern will not change the location of the ultimate site discharge point.
Two main collection systems will direct drainage to the east to a BMP. The perimeter and
undisturbed areas will continue to drain to the perimeter road ditches.
Construction Sequence:
Two stone sediment traps have been proposed to collect run-off and trap sediment. The tail
ditches from the traps will be in the location of the forebays.There will be no direct discharge .
points, only overflow from static head. Following clearing and grubbing, the devices shall be
installed and maintained during the grading phase. Ground cover shall be installed within the
permit period. The temporary traps have been designed to be removed only. after all devices have
been installed and ground cover stabilized. The stone check dams along the swales may stay in
place until complete vegetative cover has been attained in the ditch.
B. STORMWATER TREATMENTNARRATIVE
The impervious area of the site draining to the wet detention basin is 1.27 ac. The total drainage
area is 1.63 acres. The system draining from the parking lot is split to the north and to the south.
The SHWT is at 10.8 feet MSL compared to an average ground elevation of 12.5 feet MSL. The

site must be filled to provide positive drainage but requires two forebays to the wet detention
pond. The required surface area, temporary storage volume depth, etc. has been oversized by
approximately 20%.
The discharge from the parking lot will pass through class B riprap level spreader flumes to
attenuate the velocity and provide some low volume infiltration to the ground. The grassed
waterways leading to the forebays are 250 feet, 110 feet, 135 feet, and 210 feet. They are flat
bottoms with grade to provide 2.0 feet per second velocity at the designs storm event. The grassed
waterways will provide BMP treatment but no credit for it is requested. The discharge from the
grassed waterways to the forebay area will not be a direct discharge. There will be a Class B rip
rap spreader apron with 57 stone filler below grade and 6 inches of 57 stone below the apron and
extend into the forebay below the permanent pool elevation. This will provide for a secondary
debris trap prior to the forebay and non -erosive velocity into the forebay below water level. Large
storm events will still have to pass through the riprap to enter the forebay. There is a 30 feet long
pond overflow from the main pond. It will be within the natural ground and not in a fill section. It
will be grassed with sod and not exceed 2.0 feet per second velocity for the design storm, which is
the 10 year, 24 hour storm.
The non -disturbed perimeter area will have a sidewalk along the west side. The drainage is not
going to the wet detention pond but to the existing road ditches. The area is low density and the
sheet drainage to the grassed waterway ditches from the sidewalk is requested to be considered
low density and no further treatment necessary.
The normal water table is 9.2 feet MSL and the SHWT is 10.8 feet MSL. The vegetated bench is
set at the SHWT as required by the BMP manual and the average depth of 5.06 feet computed
utilizing 90% of the normal water level time. Otherwise the average depth would be 6.5 feet in the
SA/DA charts.
C. TIME SEQUENCE OF OPERATIONS
Construction sequence is as noted on the sedimentation and erosion control plan sheet.
Construction is planned to begin August 2009.

r
Irerracon
TERRACON CONSULTANTS, INC.
314 Beacon Drive
Winterville, North Carolina 28590
PHONE [phone]
FAX [phone]
TO: AR Chesson Construction Company Inc
PO Box 1147
Williamston, NC 27892
Attention: Caroline Copeland
JOB NAME: Miller Funeral Homes
1125 Harvey Point Road
Hertford. NC
TERRACON JOB NO.: 72091116
We are sending you the following information:
Report dated June 15, 2009.
Copies:
DATE: June 17. 2009
EXPRESS
AUG 12 2009
NC DENR

HAND AUGER BORINGS REPORT
Report Number: 72091116.0001
Service Date: 06/15/09
Report Date: 06/17/09
Client
AR Chesson Construction Co Inc
Attn: Caroline Copeland
PO Box 1147
Williamston, NC 27892
lrerracoh
314 Beacon Drive
Winterville, NC 28590
252-353-1600
Project
Miller Funeral Homes
1125 Harvey Point Rd
Hertford, NC
Number: 72091116
As requested by Ms. Caroline Copeland, representing AR Chesson Construction Company, a representative of Terracon Consultants,
Inc. was on site today to advance hand auger borings at the approximate locations indicated on the attached drawing.
The purpose of today's site visit was to explore the on site soils with respect to storm water management. The hand auger borings
were advanced at locations as indicated on the attached drawing. The boring locations were determined by estimations from existing site
features and should be considered approximate.
The soils encountered at boring location 1 include brown (I OYR-4-3) silty fine sand topsoil, underlain by clayey and silty fine to
medium sand. The depth to the seasonal high water table was determined to be 1.0 feet, based on a grayish brown (1 OYR-5-2) soil color.
After a short stabilization period, the current water table was measured at a depth of 3.0 feet.
The soils encountered at boring location 2 include very dark grayish brown (1 OYR-3-2) silty fine sand topsoil, underlain by clayey and
silty fine to medium sand. The depth to the seasonal high water table was determined to be 1.0 feet, based on a dark gray (IOYR-4-1) soil
color. After a short stabilization period, the current water table was measured at a depth of 2.25 feet.
The soils encountered at boring location 3 include dark grayish brown (1 OYR-4-2) silty fine sand topsoil, underlain by silty to slightly
silty fine to medium sand. The depth to the seasonal high water table was determined to be 1.5 feet, based on a grayish brown (1 OYR-5-2)
soil color. After a short stabilization period, the current water table was measured at a depth of 2.75 feet.
The soils encountered at boring location 4 include brown (IOYR4-3) silty fine sand topsoil, underlain by silty to slightly silty fine to
medium sand. The depth to the seasonal high water table was determined to be 1.5 feet, based on alight grayish brown (1 OYR-6-2) soil
color. After a short stabilization period, the current water table was measured at a depth of 3.25 feet.
The soils encountered at boring location 5 include dark brown (IOYR-3-3) silty fine sand topsoil, underlain by silty to slightly silty fine
to medium sand. The depth to the seasonal high water table was determined to be 1.75 feet, based on the occurrence of light gray (1 OYR-
6-1) soil mottles. After a short stabilization period, the current water table was measured at a depth of 2.5 feet.
The soils encountered at boring location 6 include very dark grayish brown (IOYR-3-2) silty clayey fine sand topsoil, underlain by
clayey and silty fine to medium sand. The depth to the seasonal high water table was determined to be 1.25 feet, based on a very dark gray
(1 OYR-3-1) soil color. After a short stabilization period, the current water table was measured at a depth of 2.25 feet.
A soil sample for laboratory permeability testing was not obtained due to the high water table condition encountered at the site. Based
on our observations, this site will require a wet storm water detention pond.
Ms. Caroline Copeland was informed of our observations by electronic correspondence on June 16, 2009.
Terracon Rep.: Bob Neel
Reported To: Caroline Copeland
Contractor: AR Chesson Construction Co Inc
Report Distribution:
(1) AR Chesson Construction Cc Inc
Reviewed By:
00. 0- =- I?CT- ,
Bob Neel
CMT Department Manager
ecoom, 4J0.09. R��.z Page I of 1

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S.R. 1336 — HARVEY POINT ROAD
76 RIGHT OF WAY

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JARVIS CONSULTANTS, INC.
CONSULTING ENGINEERS - PLANNERS - SURVEYORS
223 RESPMS STREET
WASHINGTON. NC 27889
PHONE [phone]
FACSIMILE [phone]
AUG 1 12009
`JUG Q-i( ARO
To:
Date: 8/11/09 Job No. E157
NCDENR - Division of Water Quality
Attention : Water Quality
Re: Miller Funeral Home
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
No
DESCRIPTION
1
8/5/09
Express Permit Review Form
2
8/6/09
Stormwater Management Permit Application Form
1
8/11/09
Wet Detention Basin Supplement Form & Checklist
1
8/3/09
Wet Detention Basin Operation and Maintenance Agreement
1
8/5/09
Stormwater Nan an ve
I
USGS Map identifying site location
1
8/11/09
Stormwater Calculations
2
8/5/09
Plans for Miller Funeral Home
1
7/17/09
Terracon Soils Report
1
8/5/09
NRCS County Soils Mu
I
Current Deed
I
LLC Documentation
1
8/6/09
Check for $4.000.00
THESE ARE TRANSMITTED as checked below
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
® For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ PLEASE DESTROY ALL PREVIOUS ISSUES
REMARKS:

S
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Date Filed: 2/10/2009 10:54:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200904000019
EXPRESS
AUG 12 2009
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does tNG'yMR
these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is: Miller & VanEssendelft Property Investments, 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.)
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 here).
A. Travis Ellis, organizer, 214 South Broad Street, Post Office Box 275, Edenton, North Carolina 27932
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 304 Main Street
City, State, Zip Code Galesville, North Carolina 27938
Gates
The mailing address, if different from the street address, of the initial registered office is:
Post Office Box 23, Gatsville, North Carolina 27938
The name of the initial registered agent is: Paul D. Miller
Principal office information: (Select either a or b.)
a. p✓ The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 304 Main Street
City, State, Zip Code Galesville, North Carolina 27938 County Gates
The mailing address, if different from the street address, of the principal office of the corporation is:
Post Office Box 23, Galesville, North Carolina 27938
b. 0 The limited liability company does not have a principal office.

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.
(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 are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 5 day of February 20 09
Miller & Va- endeift Property Investments, LLC
Signature
A. Travis Ellis, organizer
Type or Print Name and Title
NOTES:
I. 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 January 2002) (Form L-01)
Instructions for Filing

n
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919)807-20D0
CORPORATIONS
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Corporation Names
Name Name Type
NC Miller & VanEssendelft Legal
Property Investments, LLC
Limited Liability Company Information
SOSID:
1083364
Status:
Current -Active
Date Formed:
2/10/2009
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Miller, Paul D.
Registered Office Address:
304 Main Street
Gatesville NC 27938
Registered Mailing
Post Office Box 23
Address:
Gatesville NC 27938
Principal Office Address:
304 Main Street
Galesville NC 27938
Principal Mailing Address:
Post Office Box 23
Gatesville NC 27938

.07/31/2009 10:53 2523570788
MILLER FUNERAL HOME
PAGE 01
I Filed in PEROUIMANS County, _ an MDEep��is2Tpp3/ EPD
PERWiMANSCOi/NTY REGISTER OF oEpS
LANDTRANWMTAit BOok 358 Page 642
AMOSIM'I' $ e
PAID $1 Iuuml war 2r 2008
by DESOM REED
REGISTER OF DEEDS ID.7534
N�Cyr Ina PE�CQI�I_MANB
Fd i.Tm nt7
DEED
EXPRESS
AUG 12.2009
NC DENR
PREPARED BY A. TRAVIS ELLIS, ELLIS & SKINNER,.PLLC, 214 SOUTH BROAD STREET,
POST OFFICE BOX 275, EDENTON, NORTH CAROLINA 27932
MAIL AFTER RECORDING TO:
STATE OF NORTH CAROLINA
COUNTY OF PERQUIMANS
A. TRAVIS ELLIS
ELLIS & SKINNER, PLLC
POST OFFICE BOX 275
EDENTON, NORTH CAROLINA 27932
PARCEL NUMBER: 2-D061-E001-CC
THIS DEED, made this the _j* day of March, 2009, by and between
CHARLES H. WARD, INC., party of the first part to MILLER & VANESSENDELFT
PROPERTY INVESTMENTS, LLC, whose mailing address is Post Office Box 23,
Gatesville, North Carolina 27938, party of the second part:
WITTIESSETH: That for and in consideration of the sum of Ten Dollars and other
considerations in hand paid by the party of the second part to the party of the first part,
receipt of which is hereby acknowledged, the said party of the first part has bargained,
sold, and conveyed and by these presents does bargain, sell, and convey unto the said

107/31/2009 10:53 2523570788 MILLER FUNERAL HOME PAGE 03
Book 358 Page 844
EXCEPTING rights of ways for highways and public utilities and ad valorem taxes for the
current year and subsequent years, and that it will forever warrant and defend the title
to the same against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the said party of the first part has caused these
presents to be executed in its name by its (Vice) President, attested by its Corporate
Secretary and its corporate seal hereto affixed, all by due authority of its Board of
Directors heretofore duly given; this the day and year first above written.
CHARLES, H. WARD, INC. .
By: . 0-4C)a tJ c—'n=0 - (SEAL)
(}President
STATE OF NORTH CAROLINA
COUNTY OF C4olmy,
I, the undersigned Notary Public of the county and State aforesaid, certify that
_Chac 12n H. 00-y.t Ipersonally came before me this day and
acknowledged that he is the President of CHARLES H. WARD, INC., a North Carolina
corporation, and that by authority duly given and as the act of such entity, he signed
the foregoing Instrument In its name on its behalf and as its act and deed.
WITNESS my hand and Notarial stamp or seal, this d t#h day of March, 2009.
My Commission Expires;
to • 93, 2QI 1 NOTARY P BLI Mt��SSa
(NOTARIAL STAMP OR SEAL)
MELISSA % MILES
NOTARY P UUBRLL
ERT E 0
0
U6nY ARDUNA
COMMISSION E1(PIRES (1G1 T• 23, 2D11
ATE/09 Deeds/Charles H. Ward, Inc. to Miller & VanE�Wdejft (MT.164)

r 07/31/2009 10:53 2523570788 MILLER FUNERAL HOME PAGE 02
Book 358 Page 643
party of the second part and its successors and assigns, the following described land,
to -wit:
The following land in Bethel Township, Perquimans County, North
Carolina:
Lot 1, Section E of Perquimans Commerce Centre, a 4,00 acre
[act as shown on the plat entitled "Perquimans Commerce Centre, Lot 1,
Section "E" — Tract One Bethel Township, Perquimans County, North
Carolina," dated February 6, 2004, said plat being recorded in Plat Cabinet
2, Slide 126, Map 2 of the Perquimans County Registry. The aforesaid lot
is a portion of the land described in the deed recorded in Real Estate Book
163, Page 548 of said Registry. Said lot is bounded on the southwest by
SR 1336 (also known as Harvey Point Road), on the northwest by
Commerce Drive, on the northeast by other lands in Perquimans
Commerce Centre and on the southeast by other lands in the Perquimans
Commerce Centre and by the land belonging to Raymond Jamieson, III,
all as shown on said plat.
This parcel is subject to the Declaration of Protective Covenants
recorded in Real Estate Book 163, Page 548 and Real Estate Book 204,
Page 862, as amended in Real Estate Book 217, Page 3 of the Perquimans
County Registry.
For further reference and description see deed conveying land to
Charles H. Ward, Inc., dated August 26, 2004, recorded In Book 270, Page
839, Perquimans County Public Registry.
TO HAVE AND TO HOLD the aforesaid lands with all rights and privileges
thereunto belonging or in anywise appertaining unto the said party of the second part
and its successors and assigns, in fee simple forever.
And the said party of the first part for itself, its heirs and assigns covenants to
and with the said party of the second part and Its successors and assigns, that it is
seized of said lands In fee simple and has a good right to convey the same in fee
simple; that the said lands .are free and clear of all encumbrances, SAVE AND

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Miller Funeral Home, Hertford, NC
STORMWATER MANAGEMENT PLAN
June 18, 2009
DRAINAGE AREA #: 1 AREA: 2.34 AC.
PRE -DEVELOPMENT
K PRE: 0.40 COMMENTS: Ag. Field
LENGTH OF TRAVEL: 280 FT.
CHANGE IN ELEVATION: :JX. FT.
TIME OF CONCENTRATION:
FACTOR kft
TIME OF CONCENTRATION: 6.0 MIN.
IDFCHART 10YR;24HR: 7c60 IN/HR
SD-1 80% 2YR ; 24HR: 4 48! IN/HR
Q10 =
Q1=
KFACTORI
IFACTOR
JAREA
0.401
7.501
2.34
0.401
4.481
2.34
THIS /S THE ALLOWABLE RELEASE RATE: Q
POST -DEVELOPMENT
K POST: 0167
LENGTH OF TRAVEL:
.366
FT.
CHANGE IN ELEVATION:
1.0
FT.
TIME OF.CONCENTRATION:
7:0
FACTOR:
1 F3W
TIME OF CONCENTRATION:
9.1
MIN.
IDF CHART 10YR;24HR:
6.80
IN/HR
SD-1 80% 2YR ; 24HR:
3 92 -
IN/HR
o
j , 7;02=CFS(Q10)
RAINFALL DEPTH
1YR ; 24HR 3 8 IN
SCS TR-56
RUNOFF Cn-75 IN
KFACTORI
Q10= 0.67
Q1 = 0.67
IFACTOR
JAREA
2.34 = gggi0?66 CFS(Q10)
;, .. w
2.34 , = 6�15;. CFS(Qt)
6.81
3.92
AREA
TIME TO PEAK: 1.53 (0.0833 MIN) 2;34 _ _ (43560 SF/AC)
1.37 615. CFS = 1543 SEC
REQUIRED (Q POST - Q PRE) (TIME TO PEAK)
STORAGE .q!7 ��' a 1�9 Y `'I�.15M43 CF of
STORAGE
STORMWATER PRE VS POST AS 6/19/2009

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Soil Map-Perquimans County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (Aoq
lZ very Stony Spot
Map Scale 1: 1.760 if printed an A size (8.5' * 11") sheet.
Area of Interest (AD])
t Wet Spot
The soil surveys that comprise your AOI were mapped at 124,000.
Sails
Other
Please rely on the bar scale on each map sheet for accurate map
Soil Map Units
measurements.
Special floe Features
Special
Point Features
Gully
Source of Map: Natural Resources Conservation Service
�•,
Blowout
Web Soil Survey URL http..//websoilsurvey.nres.usda.gov
®
Borrow Pit
Short Steep Slope
Coordinate System. UTM Zone 18N NAD83
X
Clay Spot
Other
This product is generated from the USDA -MRCS certified data as of
Political Features
the version date(s) listed below.
♦
Closed Depression
® Cities
Sad Survey Area. Perquimans County, North Carolina
X
Gravel Pit
Water Features
Survey Area Data. Version 11, Mar 27. 2009
r.
Gravelly Spot
(' = Oceans
Date(s) aerial images were photographed. 8/14/2006
trq
Landfill
Streams and Canals
The orthophoto or other base map on which the soil lines were
Lava Flow
Transportation
compiled and digitized probably differs from the background
... ` Rails
imagery displayed on these maps. As a result, some minor shifting
Marsh or swamp
of map unit boundaries may be evident.
X
Mine or Quarry"/
Interstate Highways
Miscellaneous Water
-. US Routes
(j)
Perennial Water
Major Roads
V
Rock Outcrop
local Roads
}
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
�>
Slide or Slip
0
Sodic Spot
Spoil Area
Q
Stony spot
I SDA Natural Resources Web Soil Survey 8/52009
aillillill Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map-Perquimans County, North Carolina
Map Unit Legend
Perquimans County, North Carolina (NC143)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
At Augusta fine sandy loam 5.3 100.0%
Totals for Area of Interest 5.3 100.0%'
USDA Natural Resources Web Soil Survey B/52009
Conservation Service National Cooperative Soil Survey Page 3 of 3