SW7090815_HISTORICAL FILE_20210723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
ISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE-
eA ZA,
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
July 23, 2021
Sunbury Volunteer Fire Department, Inc
Attention: John Taylor Kittrell, Chief
1260 NC Hwy 32 N
Corapeake, NC 27926
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090815
Sunbury Volunteer Fire Department
Gates County
Dear Mr. Kittrell:
�Arc?^C7
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7090815 for a stormwater treatment system consisting of an
infiltration basin serving the Sunbury Volunteer Fire Department located at 056 NC 32
South, Sunbury, 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. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. 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.thorpe(cDncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Ene:gy. bllneral and Land Resources
Washington Regional Offire 943 Washington Square Mail I Washington. Norih Carolina 27889
252.94b 6481

ky r`Q
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
July 14, 2021
Sunbury Volunteer Fire Department, Inc
Attention: John Taylor Kittrell, Chief
056 NC 32 South
Sunbury, NC 27979
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7090815
Sunbury Volunteer Fire Department
Gates County
Dear Mr. Kittrell:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090815 for a stormwater treatment system consisting of an
infiltration basin serving the Sunbury Volunteer Fire Department located at 056 NC 32
South, Sunbury, 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. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https://deq. nc.gov/about/d ivisions/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.thorpe(o)ncdenr.gov.
Sincerely,
//�-�
Roger K. Thorpe
Environmental Engineer
Ry�` North Carolina Department of Environmental Quality; Division of Energy, Mineral and Land Resources
J1/ Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
t.tlr��.4�` _EQ 'vd
x...., wD.r\V/— 2529466481

Sunbury Volunteer Fire Department
Sunbury Fire Station II at Corapeake
95 Parkers Fork Road
Corapeake, NC 27926
August 10, 2009
To whom it may concern
This affidavit is to attest that George Kittrell of 380 Parkers Fork Road in Corapeake, NC
was elected Chairman of the Board of Directors for the Sunbury Volunteer Fire
Department Incorporated on April 18, 2007 and again on April 16, 2008.
The term of office is one year ending on the third Wednesday in April.
This affidavit is made by Robert P. Hollowell Jr. of 76 NC 32 North, Sunbury, NC.
Robert P. Hollowell, Jr. is the Secretary of the Board of Directors for the Sunbury
Volunteer Fire Department Incorporated.
IN WITNESS THEREOF, Robert P. Hollowell. Jr. has hereunto set his
hand and seal the day and year first above written.
/bert
4Jr
(SEAL)
RoP. Hollowell
State of No(4\ l.(Imh*no-
City/ County of G-{gc,
1, the undersigned Notary Public, in and for l '16
City/ County, State of N Z • , do hereby certify that Robert P.
;Hollowell, Jr. personally appeared before me this day and acknowledged the due
'execution of the foregoing instrument.
_ Witness my hand and official seal, this the day of August, 2009.
(Official Seal) R
Notary Public
— `My commission expires:
S_U z (� 0 11-

PROJECT DESCRIPTION
Sunbury Volunteer Fire Department
Gates County - North Carolina
AUG 2 4 200
August 13, 2009
Sunbury Volunteer Fire Department is preparing to relocate to a new site located off of
NC 32 approximately 0.3 mile south of US HWY 158 in Sunbury. The site is 2.50 acres, with
2.49 acres of high ground and 0.01 acres of 404 wetlands, and is zoned agricultural. The site is
vacant and cleared except for the wooded wetlands and some woods along the edge of the
wetlands. The site will be accessed by an existing 95 foot wide dedicated right-of-way which
occupies 1.22 acres. The total project (on + off site) area is 3.72 acres.
Construction will consist of one (1) new building, a parking lot, an entrance drive, one (1)
storm water infiltration basin, and several grassed swales/ditches and culvert crosspipes under
drives.
There is no impervious currently on the site. Proposed on -site impervious coverage will
include the proposed building that will contribute 6,800;sf of impervious area, the gravel parking
lot and drives at 13,579fsf, the concrete sidewalk at 1,439 sf, and 8,500 sf of concrete slabs for
vehicular entrances into the building. Off -site coverage proposed consists of 937 sf of highway
pavement that will be part of the entrance drive located in the street right-of-way and 17,307 sf
of gravel drive in the existing 95 foot wide right-of-way.
According to the Gates County Soils Maps as prepared by USDA, Soil Conservation
Service, the soils on most this site are Goldsboro. The entrance area is Pactolus (with some
wetlands) and the building site is Goldsboro (with a small area of wetlands): One soil boring
-was performed on site on July 6, 2009 by Sean C. Robey, PE and Kimberly Hamby. The soil J1
borings were conducted with an AMS 2-3/4" diameter 6' long hand mud auger. The existing
ground elevation at the boring location was about 22.0. (The boring location has been shown on
the Site Plan.) The first 6-8" was a sandy loam topsoil, from 8" to 54" the soil was sand. From
54" to 60" the soil changes to a wet clayey sand which became heavy clay at a depth of 60".
Within minutes, we had free_ water at 54" deep., The next day, the surveyor returned and
checked the elevation of the free water at 19.0'. We estimate the seasonal high water table to J
be 30" deep or elevation 19.50. The bottom elevation of the infiltration basin will be 21.50. ;
Drainage Area 1 is 1.60 acres and will contain the majority of the proposed impervious o
coverage. All runoff from impervious surfaces will be collected in grassed swales with culvert j0
crosspipes at drives and routed to the infiltration basin. Runoff from the roof will be released
onto splashblocks and collected by grassed swales and routed to the infiltration basin. Prior to
entering the infiltration basin, the stormwater will be routed through another grassed swale
adjacent to the infiltration basin. A berm between the swale and the basin will act as a level
spreader to help insure an even flow of water across the bottom of the infiltration basin. The top
elevation of this berm will be set at 23.0. A level spreader at the end of the swale will be set at
the storage elevation of 23.55 to provide a bypass for the basin. A 30' vegetated filter will allow
the bypass water to enter the wetlands at a non -erosive velocity. The infiltration basin has been
designed to store the first 1.5" of runoff. The required storage volume is 5,526 cf\� \The """'`
proposed basin provides 7,152 cf of storage plus additional storage in the swale.
\l r a��S G/Gjjll�
�JNY+
0I,F'VGIN, t
'_fib:

if
Drainage Area 2 contains the remaining 2.12 acres of the project. Due to elevation
differences, approximately 18,244 sf of impervious surfaces will be unable to be directed to the
infiltration basin and will continue to drain in the same manner as it does prior to site
development. A small portion is routed to the existing roadside drainage system prior to
entering the wetlands while most of the drainage will sheet flow across grassed areas into the
wetlands.
The disturbed area for the site will not exceed 3.7 acres. The limits of disturbance have
been shown on the plans.

. •••� tom .,.co
C7/21/2009 02 33 43 PiN
SHARON G HARRELL, Gates COUNTY, NC
Excise Tax, $0 00
record: $20.00
Excise tax: NO Charge
return to: Sunbury Volunteer Fire Dept. Inc.
Corapeake Station
P.O. Box 115
Corapeake, NC 27926
Excise Tax:
BOOK 279 PAGE 168 (3)
30043a 1111111111111111111111111111111
NORTH CAROLINA GENERAL WARRANTY DEED
AUG 2 4 2009
This instrument was prepared by: WI LL LAM II MORGA N, 1 R., 410 East Muni Street Rlivabeth City NC 279094• No Title
Examination Performed
Brief description for the Index: 2.50 ACRE PARCFI. OFF NC I IWY 32
THIS DEED made this _'tst day of Julv� 20 09, by and between
JAMES M. IIOFI.IiR, SR. and wile.
JOY I L 1IOFLER
SONIi I JRY VOLUNTHER FIRE DEPA RTM EN'I, I NC.
The designation Grantor and Grantee as used hereto shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
W ITNESSETH, that the Grantor, for a valuable consideration paid by die Grantee, die receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot orparcel of land sihated
in the City of _ Holly Grove Township, Gales County, North Carolina and
more particularly described as follows:
S EF ATFACHED"EXHI BIT A" WHICII IS INCOR VORA'I ED III: R IEIN BY REFERENCE
'I I IIS IS A DEED OF GIFT.
The pruperty hereinabuve described was acquired by Grantor by instrument recorded in Book 240 page 70
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. L-3 m 1976, Revised O 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SOBPro Corporation, 333 E. Six Forks Rd , Raleigh, NC 27609

"EXHIBIT A"
HOFLER/SUNBURY FIRE DEPARTEMENT
LEGAL DESCRIPTION
Being all of Lot No. 1, containing 2.50 acres, as shown and delineated on that certain plat
entitled in part, "Minor Subdivision of a portion D.B. 109, PG. 246 for Sunbury
Volunteer Fire Department, Inc.", said plat being prepared by Paul J. Toti, Registered
Surveyor, under date of April 14, 2009, revised May 29, 2009, which plat is recorded in
Plat Cabinet 2 , Slide No. 187 , Map No. a , of the Gates
County Registry, and said plat is incorporated herein by reference for a more particular
description of the tract of land described herein.
Also conveyed hereby is a non-exclusive easement for ingress, egress, and regress to and
from the subject parcel over and across that certain 95-foot wide right-of-way leading to
the subject parcel from N.C. Highway No.32, which said right-of-way is delineated on
the plat reference herein above, and said plat is incorporated herein by reference for a
more particular description of said right-of-way.

e." TO HAVE AND TO HOLD the aforesaid lot or arcel of land in fee simple. and and all privileges and apances purtenthereto belonging to the Grantee
And the Grantor covenants with the Gramm, that Grantor is seized of theprermes in fm simple, has the right to convey We same in
fee simple, that title is Marketable and free and clear of all encurnbmaces, and that Grantor will warrant and t toderod the the against
the lawful claims Of ecall persons whotmoever, other than the following exceptions: Easemeols, reservations, restrictions, and
rights Mf way of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
(Entity Name) (SEAL)
F.S M. I IOF' L
By. L rvab 'ri
Title: ��
—�'— 4 .IIOFLFR ' (SEAL)
nth Carolina - County of Gates
the undersigned Notary Public of d)E
OFI.ER
acknowledged the due execution of the foregoing
stamp or seal this 4 ��' day of
My Commission Expires: 02- Z S: 13
Sate
Carolina - County
1, the undersigned Not
personally came before me this
of the
RB1p)rFF?aid,certifythat JAMESM IIOFLFR, Sit and,vile
personally appeared before me this day and
the p s.therein expressed Witness my hand and Notarial
A(/BL\0�U`_NoaryPubcGs4f��Yrun
and acknowledged that he is the
of
corporaliun/Ihnited liabilitycompin / encml a North Carolina or
that by authority duly given and as the act ofsuch anti yg partnership"mutedPartnership (strike through the inapplicable),and
ty, _be signed the foregoing instrUnnent in its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal, this _ day of
-�, 20_,
My Commission Expires:
Sate ofNonh Carnline-C.Mtyof Noa Public
I. the undersigned No - ry tart' Public of the County and Sate aforesaid, certify that
Witness my hand and Notarial stamp or seal, this _ day of
My Commission Expires:
The foregoing Cerdficate(s) of
rs/arc certified to be correct. This
on the first page hereof.
20 .
Notary public
a< gWcr o"Ceds for i
By / ty
NC Bar Association Form No. L-3 C 1976, Revised 0 1977,D002t �r�egister ofDccds
Printed by Agreement with the NC Bar Association - 1981 SORPrO Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the infiltration system.
B. Check the proposed basin/ trench design to make sure it meets or exceeds the minimum
design criteria for design storm, volume and drawdown. ',
II. What makes up a complete infiltration basin / trench application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
B. Completed application with supplement(s), SWU-101, SW401-Infiltration Trench, SW401-
tnfiltration Basin, and inspection and maintenance agreements.
C. Deed restriction document, if applicable. (subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. A soils report containing information in regard to the soil type, boring locations, seasonal high
water table elevation and expected infiltration rate.
F. Chlorides test results must be provided if the project is within''/2 mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
Ill. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature. . , .
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shell\shighcominbasin
S:\wqs\stormwater\shells\highcomintrench
s:\wqs\stormwater\shells\hig hsu bin basin
s:\wqs\stormwater\shells\highsubintrench
Calculations: s:\wqs\stormwater\excel spreadsheets\inbasin
s:\wqs\stormwater\excel spreadsheets\intrench
V. Review Procedure- look for consistency between the various elements of the package- application,
plan and calculations.
A. APPLICATION
1.✓ Original signatures are required. Photocopied signatures cannot be accepted.
2. A completed infiltration basin or infiltration trench supplement, one for each proposed
system. A signed, dated and notarized Inspection and Maintenance Agreement for
each proposed system with an original signature.
Z 3. The elevations, areas and volumes reported on the supplement match up to the
numbers used in the calculations and shown on the plan details.
/4.Built-upon areas are reported in square feet in Section 111.6.
5. ✓ Receiving stream name and classification.
6.✓Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
/proposed infiltration basin or trench.
7. If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
V4president, vice president, general partner, member or manager.
1A For subdivided projects, a signed and notarized deed restriction statement must be
provided.
4;z&li' 9. V Soils report with the SHWT, Soil type and expected infiltration rate.

Infiltration Basin & Trench, cont.
B. CALCULATIONS
1. ✓ The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
,the sole means of drawdown.
2. d The design storm is 1.5" if the project is subject to Phase II or is sited within 'A mile of
and draining to SA waters. The design storm for projects subject to Phase II sited
within '/2 mile of and draining to SR waters must treat the difference between the pre
and post development conditions for the 1-yr 24-hr storm. Otherwise, use 1" design
I
torm.
3. V Report the bottom surface area.
p" 4. ✓Report the surface area at the overflow elevation.
q 5. Show the calculation for the minimum required volume.
6. VProvide a table of elevations, areas, incremental volumes and accumulated volumes to
✓demonstrate that the minimum required volume has been provided.
7. ✓Calculations are signed, sealed & dated.
8. Report the Drainage Area and Built -upon area for each basin or trench.
9V The seasonal high water table must be at least 24" below the proposed bottom
elevation of the system. For Phase II projects, at least 12" of this must be in naturally
10.Vccurring soils.
AII runoff in excess of the design storm must bypass to a vegetated filter prior to
entering the basin or trench. If the system is designed to store a larger design storm
(generally 2-3 times the minimum), the requirement for an offline bypass can be waived.
Please contact the Division to determine what design storm is appropriate for the
project.
CkL" JI_ 4� Ca1Cs r Vc�Uti^^� /

Infiltration Basin & Trench, cont.
;em
m
PLANS - Plan sheets should be kept to a minimum. For small commercial single basin
projects, the plan set could consist of only 2 or 3 sheets, layout, grading and details. For
larger projects, show as much information as possible on as few sheets as possible, without
clul pring them up.
1. Development/Project Name
2. Engineer name and firm.
3. Legend
41%✓North Arrow
5. Location Map with nearest intersection of two major roads shown. Major road is any 1,
/2,,//or 3 digit NC, US or interstate highway.
6. iScale- standard engineering scale, no off -the wall stuff.
7. y/ Date
8. V Revision number and date, if applicable.
9.t/Original contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10VExisting drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11.✓Property/Project boundary lines, bearing &distances.
12. can High Water Line or Normal High Water Line, if applicable.
13p rainage easement locations shown on the plans along with their width.
14�etlands delineated, or a note on the plans that none exist. Provide a copy of the
wetlands delineation map signed by the Corps of Engineers, or have the applicant
include a copy of the unsigned delineation map submitted to the Corps. Infiltration
systems may not be located in wetlands unless a permit to fill those wetlands has been
obtained and the soils meet the SHWT and hydraulic conductivity requirements.
1, parking, cul-de-sacs, including sidewalkwidth, radii, dimensions &
slopes.
160 artment / Condo development- provide a typical building footprint with dimensions,
end note all concrete and wood deck areas.
17. VThe drainage area for each basin or trench is clearly delineated and numbered to match
up to the calculations and supplement. Drainage area delineation is best done as a
/separate plan sheet.
18.V A basin section detail showing bottom and storage elevations, 3:1 side slopes. The side
slopes of an infiltration basin are not restricted to vegetation. They may be hardened
,,ff ith rock, timber, concrete, decorative brick, etc.
13!l trench section detail with the perforated pipe diameter, filter fabric wrapped around
d�Yhe pipe and around the trench, trench height and width, rock fill 'type.
2U' if using a pre-fab chamber structure, provide details of the chamber, including model #,
length, width, chamber volume and number of chambers being used.
21.VA bypass structure detail is provided showing a trash rack with 156" square openings,
and the necessary bypass weir or pipe elevation. Several types of bypass structure
�8esigns are acceptable.
22. Dimensions for each line and arc formed by the bottom contour of an infiltration basin.
23. All runoff in excess of the design storm must pass through a vegetated filter prior to
being discharged into the receiving stream. The filter must be 50' long for SA waters
and 30' long for non -SA waters.
24Y/A11 infiltration systems must be located at least 50' from the MHW line of surface waters.
2 . Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
suitable as a permanent vegetated cover for side slopes.
261/AI1 roof drainage must be directed to the system. Show the roof drain collection piping
on the plans. This is especially necessary for projects where the buildings back up the
I/property lines where roof drainage may leave the site prior to going through the system.
2 Monitoring wells may be required on a case -by -case basis.
dra'i-7,s

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Hydrologic Soil Group —Gates County, North Carolina
(Gates County Fire Station)
MAPLEGEND
Area of Interest IAOh
Area of Interest (AOI)
Solis
Soil Map Units
MAP INFORMATION
Map Scale 1 1,750 if printed on A size (8.5" * 11") sheet.
The soil surveys that comprise your AD] were mapped at 1:24.000
Please rely on the bar scale on each map sheet for accurate map
measurements.
Son Ratings
Source of Map: Natural Resources Conservation Service
❑
A
Web Soil Survey URL: http:llwebsoilsumey.nres.usda.gov
❑
AfD
Coordinate System. UTM Zone 18N NAD83
e
This product is generated from the USDA-NRCS certified data as of
the version dale(s) listed below.
❑
9fD
Soil Survey Area. Gates County, North Carolina
❑
C
Survey Area Data: Version 7, Jun 1, 2007
C/D
Dates) aerial images were photographed 8114/2006
❑
D
The orthiaphoto or other base map on which the soil lines were
Not rated or not available
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
Political Features
of map unit boundaries may be evident.
Cities
Water Features
Oceans
Streams and Canals
Transportation
+ r
Rails
,n+„w
Interstate Highways
,.
US Routes
Major Roads
�,.
Local Roads
UiDA Natural Resources Web Soil Survey 2.2 8t29/2009
WAN Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group -Gates County, North Carolina
Gates County Fire Station
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit — Gatos County, North Carolina
Map unit symbol
I Nap unit name
Rating Acres in AOI
Percent of AOI
ChA
l Chowan loam, 0 to 2 percent slopes,
D I 42
32.9%
frequently flooded
GoA
Goldsboro fine sandy loam, 0 to 3
8 i 7.0
54.2%
percent slopes
i
Nob
Nob co fine sandy loam, 2 to 6
B j 1.3
_---
9.6%
pertcent slopes
1
PaA —�
Pactolus sand, 0 to 3 percent slopes
B ; 0.4
-- --
3.2%
Inte
Totals for Aroa of rest i _ 12.9
100.0•b
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 C/D). 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, moderately well drained or well 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 of water
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 C/D), 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.
Natural Resources Web Soil Survey 2.2 6/29/2009
Conservation Service National Cooperative Soil Survey Page 3 of

a ± Soils Map
Sunbury Volunteer Department Poe!
R]
/ y~ Located 6the Ch»p River Basin
` tk 16.43751 Long 76.6092

LINE TABLE
LINE
LENGTH
DIRECTTON
Ll
4.92'
S39°06'01"E
L1
38.03'
S13°04'16"E
L3
23.86'
S38°01'O/"E
L4
/8.13'
N6°04'08"E
LS
47.38'
Nl°SI'48"W
L6
21.26'
S3°16'S6"W
L7
31.41'
S40°03'40"W
L8
32.01'
S24°11'19"E
L9
38.83'
S85° !9' /0"E
LIO
16.9T
N85° /9' 18"E
LIl
74.71'
N84°25'4/"E
L/1
33.23'
S3/°00'39"E
L/3
33.68'
N80°56'23"E
L/4
24.99'
N87°44'02"E
L/5
16.98'
N38°56'00"W
L/6
24.83'
N4/°34'33"W
L!7
20.89'
S8/°23'S4"E
L/8
/3.88'
Sl4°SO'41"W
I
I
CERTIFICATE OF ACCURACY
1, PAUL J. TO TI, CERTIFY THAT THIS PLAT WAS DRAWN
FROM AN ACTUAL LAND SURVEYMADE UNDER MY
SUPER VISION: THAT THE DEED DESCRIPTION FOR SAID
PROPERTY IS RECORDED IND.B. 1�9 PG 246: THAT THE
RAT/O OF PRECISION AS CALCULATED IS 1: 10,000+:
THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH
BOARD RULES, THAT THIS PLAT MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NOR TH CAROLINA 11 NCAC 56 1600.
/, PAUL J. TO IT PLS-3953, AISO CERTIFY, THAT THIS i
PLA T IS OF AND THER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS. A COUT
ORDERED SURVEY OR TOWER EXEMPTION TO THE I I
DEFINITION OF SUBDIVISION
.
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t3A
NOTES.
lJ THIS IS NOTA BOUNDARYSURVEY THIS MAP /S TO
SHOW404 BOUNDARYINFORMA TIONAS DELINEATED.
AND VERIFIED BY THE US ARMYCORPS OF ENGINEERS.
2) BOUNDARY LINES WERE TAKEN FROM MINOR
SUBDIVISION PL7T PREPARED BY PAUL J TOT/ LAND
SURVEYING, DATED APR/L 14, 1009, FOR THE SUNBURY
VOLUNTEER FIRE DEPARTMENT.
L13 I.0
N/F
Sd MFARMS
AUG
2 4 2009
THIS
CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF THE SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE . UNLESS THERE /S A
CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS. THIS DETERMINATION OF SECTION
4M JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE . THIS DETERMINATION WAS MADE UT/L/7JNG
THE 1987 CORPS OF ENGINEERS WETLAND
DEL/NEATION MANUAL.
US ARMYCORPS OF ENGINEERS
PERM/TOFF/CER
TITLE
0
3) SITE AREA.'
TOTAL AREA IN WETLANDS 0.73 AC LEGEND
AREA OFHIGHLAND- 3.59AC GRAPHIC SCALE
TOTAL AREA (LOT] &PRIVATE R/W1: 3.71 AC Oi CALCULATED PO/ONT FOR WETLANDS OO 0 60
PROPERTY LINE
PROPERTY EXTENSION LINE
— — R/GHTOF WAYL/NE (IN FEET)
WETLANDS DELINEATION LINE l inch = 60 fl.
OF
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DRAWN BY:
CRD
CHECKED.' SCALE:
PJT 1"=60'
PROJECT #: DRAW/NC #:
09027 09017W
FIELD BOOK: SURVEY CREW.
PJT
DATE:
07/11/1009
SHEET NUMBER
1��

INFILTRATION BASIN
RUNOFF CALCULATIONS
Sunbury VFD
10 Yr, 24 Hr Storm
DETENTION POND
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
BASIN BOTTOM ELEVATION:
VOLUME OF 1.5" RAINFALL
Hyman and Robey, PC
P. O. Box 339
Camden, NC 27921
License C-0598
(252)-335-1888
08/18/09 Page 1
1.6 ACRES
43.44 %
21.5 FT�eyQ
AREA OF ROOFS:
0.156 AC
AREA OF PARKING/CONCRETE:
0.76 AC
AREA OF GREEN AREAS:
0.684 AC
VOLUME OF RUNOFF `
5525_ _- 586 CF
AUG 2 4 20C91
F4�fu Ifv
VOL (CF)-{[(ROOF' 1.0)+(PARKING'.95)+(GRASS'0.2)1'43,560/ 12)' 1.5
(r�P,+lwa 39' X > Fv = 0, 43 1
4,c,),Iz3
= 1742.4 N A = 64 S E5 , 2
CA
Q SEAI.
moo• �;clr��;�o �"4�

POND VOLUME CALCULATIONS
FOR
S:V-Lyman & Robey'091090193 -Sunbury Fire Dept.(Tom Morgan)IExce11090193-INFILTRATION VOLUME CALCULATIONS
(1 POND template)
BASIN VOLUME CALCULATIONS
ELEVATION
AREA
BASIN BOTTOM ELEVATION
MAXIMUM STORAGE ELEVATION
21.50
2,903.00
22.00
3,227.00
22.50
3,565.00
23.00
3,918.00
23.50
4,284.00
C A
OP FE.SS
1 1E
7/31/2009 12:57 PM PAGE 1 OF 1

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SECTION OF QUAD MAP
_ SHOWING AREA OF
SUNBURY FIRE
DEPARTMENT
SUNBURY TOWNSHIP
GATES COUNTY
__— _—_--_— NORTH CAROLINA
Drawing #: 090193 TopoMap
Drawn: JLW
Date: 08-11-09
Sheet#: 1 OF 1
Scale: 1rr=0.5 Mi.
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