20240517 Ver 1_Jack's Creek ESC Report_20240404

JACK'S CREEK IMPROVEMENTS
EROSION CONTROL REPORT
Corner of N Harvey St and E 51" St, Washington, NC 28411
January 2024
(Google Earth)
Engineers I Construction Managers I Planners I Scientists
8601 Six Forks Road, Suite 700
Raleigh, NC 27615
Phone: [phone]

Table of Contents
ProjectNarrative...........................................................................................................................................3
PlanChecklist................................................................................................................................................4
DrainageArea Map.......................................................................................................................................
5
RelevantDeeds.............................................................................................................................................
6
VicinityMap................................................................................................................................................21
TopographicMap........................................................................................................................................
22
NRCSSoils Map...........................................................................................................................................
23
WebSoil Survey Map..................................................................................................................................
25
Run-off Rate Calculations and Time of Concentration Calculations...........................................................
29
Clean Water Diversion and Temp. Pipe Capacity Calculations...................................................................30
ESCSpecial Provisions.................................................................................................................................
32

1.0 Project Summary
The Jack's Creek Improvement project will construct several wetland benches along Jack's Creek near
Veteran's Park in Washington, North Carolina. Vegetation will be planted in bank excavation areas,
increasing the stability of the bank and reduce the risk of future erosion. The bench will connect back to
existing grade with a 3:1 slope to be seeded and stabilized. Because impervious will not be added a part
of this project, there should not be an increase to the run-off. During the construction process,
upstream clean water will be conveyed through a clean water diversions and temporary pipes to allow
the nearby Veterans Park and Jacks Creek Greenway to remain. All work is to be completed on county
owned property.
The total area of disturbance for this project is approximately 2.1 acres. These areas include the
restoration areas and areas required for erosion control measures. The project location is shown on
USGS and soil maps. The soil for this project is primarily comprised of C soils, specifically Altavista -Urban
land complex and is classified as Primary Contact Recreation, Fresh Water (B) and trout waters (Tr).
Since the entirety of the limits of disturbance are on city owned land, and water won't be discharged on
adjacent properties, no easements are needed. During construction, the contractor will avoid work on
adjacent properties. Stockpile locations will vary during construction.
Page 3

EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following items shall be incorporated with respect to specific site conditions, in an erosion & sedimentation control plan:
NPDES Construction Stormwater General Permit NCGO10000
Q Designation on the plans where the 7 or 14 day ground stabilization requirements apply per Part II.E.1 of the permit.
0 Design of basins with one acre or more of drainage area for surface withdrawal as per Part II.B.8 of the permit.
LOCATION INFORMATION
Q Project location & labeled vicinity map (roads, streets, landmarks)
0 North arrow and scale
Q Identify River Basin.
0 Provide a copy of site located on applicable USGS quadrangle and
NRCS Soils maps if it is in a River Basin with Riparian Buffer
requirements.
GENERAL SITE FEATURES (Plan elements)
Q Property lines & ownership ID for adjoining properties
Q Existing contours (topographic lines)
Q Proposed contours
Q Limits of disturbed area (provide acreage total, delineate limits,
and label). Be sure to include all access to measures, lots that will
be disturbed, and utilities that may extend offsite.
e✓ Planned and existing building locations and elevations
✓ Planned & existing road locations & elevations, including
temporary access roads
Q Lot and/or building numbers
Q Hydrogeologic features: rock outcrops, seeps, springs, wetland
and their limits, streams, lakes, ponds, dams, etc. (include all
required local or state buffer zones and any DWQ Riparian Buffer
determinations)
Q Easements and drainageways, particularly required for offsite
affected areas. Include copies of any recorded easements and/or
agreements with adjoining property owners. see narrative
✓ Profiles of streets, utilities, ditch lines, etc.
✓ Stockpiled topsoil or subsoil locations see sheet C-202, note 1
✓ If the same person conducts the land -disturbing activity & any
related borrow or waste activity, the related borrow or waste
activity shall constitute part of the land -disturbing activity unless
the borrow or waste activity is regulated under the Mining Act of
1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related
borrow or waste activity are not conducted by the same person,
they shall be considered separate land -disturbing activities and
must be permitted either through the Sedimentation Pollution
Control Act as a one -use borrow site or through the Mining Act.
Q Location and details associated with any onsite stone crushing or
other processing of material excavated. If the affected area
associated with excavation, processing, stockpiles and transport
of such materials will comprise 1 or more acres, and materials will
be leaving the development tract, a mining permit will be required.
Q Required Army Corps 404 permit and Water Quality 401
certification (e.g. stream disturbances over 150 linear feet)
EROSION & SEDIMENT CONTROL MEASURES (on plan)
Q Legend (provide appropriate symbols for all measures and
reference them to the construction details)
0 Location of temporary measures
Location of permanent measures
✓ Construction drawings and details for temporary and permanent
measures. Show measures to scale on plan and include
proposed contours where necessary. Ensure design storage
requirements are maintained through all phases of construction.
Q Maintenance requirements for measures
Q Contact person responsible for maintenance
Wayne Black: [phone]
SITE DRAINAGE FEATURES [e-mail]
Q Existing and planned drainage patterns (include off -site areas that
drain through project and address temporary and permanent
conveyance of stormwater over graded slopes)
Q Method used to determine acreage of land being disturbed and
drainage areas to all proposed measures (e.g. delineation map)
Q Size, pipe material and location of culverts and sewers
Q Soil information: type, special characteristics
Q Soil information below culvert storm outlets
Q Name and classification of receiving water course or name of
municipal operator (only where stormwater discharges are to
occur)
STORMWATER CALCULATIONS
Q Pre -construction runoff calculations for each outlet from the site (at
peak discharge points). Be sure to provide all supporting data for
the computation methods used (rainfall data for required storm
events, time of concentration/storm duration, and runoff
coefficients).
Q Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients for the site)
Q Design calcs for culverts and storm sewers (include HW, TW and
outlet velocities)
Q Discharge and velocity calculations for open channel and ditch
flows (easement & rights -of -way)
Q Design calcs for cross sections and method of stabilization for
existing and planned channels (include temporary linings). Include
appropriate permissible velocity and/or shear stress data.
Q Design calcs and construction details for energy dissipaters below
culvert and storm sewer outlets (include stone/material specs &
apron dimensions). Avoid discharges on fill slopes.
Q Design calcs and dimension of sediment basins (note current
surface area and dewatering standards as well as diversion of
runoff to the basins). Be sure that all surface drains, including
ditches and berms, will have positive drainage to the basins.
VEGETATIVE STABILIZATION
Q Area & acreage to be stabilized with vegetation
✓ Method of soil preparation
✓ Seed type & rates (temporary & permanent)
Q Fertilizer type and rates
Q Mulch type and rates (include mulch anchoring methods)
NOTE: Plan should include provisions for groundcover in accordance with
NPDES Construction Stormwater General Permit NCG010000.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
0✓ Completed, signed & notarized FR/O Form
Q Accurate application fee payable to NCDEQ ($100.00 per
acre rounded up the next acre with no ceiling amount)
0✓ Certificate of assumed name, if the owner is a partnership
✓e Name of Registered Agent (if applicable)
✓ Copy of the most current Deed for the site. Please make sure the
deed(s) and ownership information are consistent between the
plan sheets, local records and this form.
0 Provide latitude & longitude (in decimal degrees) at the project
entrance.
0 Two hard -copies of the plans (some regional offices require
additional plans or multiple sizes; please contact the regional
coordinator prior to such submittal.)
NOTE: For the Express Permitting Option, inquire at the local Regional
Office for availability. Express Reviews are performed by
appointment only.
NARRATIVE AND CONSTRUCTION SEQUENCE
Q Narrative describing the nature & purpose of the construction
activity.
✓e Pre -construction conference, if requested.
✓ Construction sequence related to erosion and sediment control
(including installation of critical measures prior to the initiation of
the land -disturbing activity & removal of measures after areas they
serve are permanently stabilized). Address all phases of
construction and necessary practices associated with temporary
stream bypasses and/or crossings.
0 Bid specifications related only to erosion control
rev. 1-18-22
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i STATE OF NORTH CAR016INA
I COUNTY OF BEAUFORT
THIS DKED, made and entered into this the ! NI_'---- day of
s r 19.96, by XAMAR CORPOIATION, a North. Carolina
Corporation authorized to transact business in Borth Carolina,
i
{ Grantor, to the CITY Or IMBi1G208, a municipal corporation orga-
tt aimed and existing under the laws of the State of North Carolina,.
11 Grantee, whose address ise Post. Office Box 1988,. Washington NC
27889;
I� V I T8_!BS='f8: i
That the Grantor, for valuable consideration received from the i
Grantee, the receiptand,sufficiency- of which is hereby acknon- F
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Iedged, does hereby convey unto the Grantee, its successors and
assigns, that certain tract or parcel of land lying and being in
i the City of Washington, Beaufort County, North Carolina, more
particularly described as'follows:_
j BEING. located on the Northwest corner of the intersection of East Third Street .
I and Brown Street, beginning at an engineer's tack in the gutter and 3110ths of
a foot from the outside edge of said gutter at the Northwest corner of the inter-
section of Third Street and Brown Street and running thence North 55' 26- West
with the North property line of East Third Stint 166.71 feet; thence North 33'
31' East 13731 feet to a point in the Southern line of. the park area; thence South
48' 43' East 169.45 feet to a concrete monument in the West property :ins of E
Brown Street;.thence running South 34.05' West along the West property line of
Brown Street 117.50 feet to the place of the beginning, as shown on Map of Sar-
aommAn. iioL-ZCHFR. , vey made by Rivers A Associates, on March 10, 1970, entitled 'Plot=Plan North -
Ii•1f:O5:O. West corner East Third and. Brown Streets, Washington, :N. C.' Being, the same � -
' as conveyed to Kamlar Corporation, the Grantor herein, by deed dated August
-
x.,,„_ 31, 198Z and recorded is Bonk $16, Page 105 of the Beaufort County Registry.
Reference is herein made to sand Map of Survey' and Deed and the same are
F== ° ..... � incorporated herein for a more complete and adequate description: i
6FAUF03T rp�,}tfY3i D RE )S
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:F To HAVB AND TO HOLD the same, together with all and. singular,
;the rights, ways, privileges and appurtenances thereto belonging or
n anywise. appertaining: unto the said Grantee, its successors. and
;
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ssigns, in fee simple, subject, however, to the following:
1. 1996 Beaufort county Ad Valorem taxes.
2. Such easements, rights -of -way and restrictions of record
n the Beaufort County Registry.
3. Non-compliance with any local, county, state or federal
[�gqovernmental
laws, ordinances or regulations relative to moning,
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subdivision, occupancy, use, construction or the development of'the
ubject property.
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4. A five-footright-of-way easement along the Southwestern
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Froperty line adjacent to Bast Third Street.
!
The Grantor covenants with the Grantee that it is seized in
=fee.simple
of the above described property and.has good right and
Eititle
to convey the same; that the same is free and clear of all
i
( eas and encumbrances, except those matters above set forth, and
It -hat,
subject thereto, it will forever warrant and defend the title
�to.the
same against all lawful claims and demands:.
�
IN FATNESS WHEREOF, RAM AN. CORPORATION has. caused this
J .
i
instrument to be. executed in its name by its President,.
j
`attested by its Secretary, and its corporate seal to be
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4ereto
affixed, all by corporate authority first duly given, this
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the day and year first above written.
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STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT f
I, , a Notary Public of the State and
{County aforesaid, certify that personally
appeared before se this day and acknowled that he/she is !
ISecretary of CORPOYA.7.'IOr, and that by outhority.duly given f
land as the act of the corporation, the foregoing instrument was
fsaaned in its name by its President, sealed with its corpo- 11
jrate seal and attested by himself/herself as its
�1Secretary.,
! WITNESS my hand and official seal, this the 4ffi day of
��- aCii7�'30f i996.
S k
NOTARY PUBLIC
my Commission expires:
Is 6ii,&ALsrm.
r Natad . r�e.1h aroma .
:I coewr►raF �s,rtr,
PAMEL A S. MILLER
l� wr cetim e,v. Deana., se.+soe E
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Borth Carolina !
SSS Beaufort county
The for ng Cert"ficate
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bl a/i�o=`.er a hlie i�ssfljaare certified to be treat
9?sis�d83r o'clockBY
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Register of Deedo A944/Deputy Register of Deeds
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FOR REGISTRATION REGISTER OF DEEDS
®K JENNIFER LEGGETT WHITEHURST
1 9 f G 9 I 9 aEAUFORT COONIY, Pic
2001 OCI" 01 02 18:42 PM
8R 1219 PC 91B-925 FEE Sie OU
NC REVENUE STAMP $1,71e 00
1N5TRUME"NT 8 26D1006823
This instrument prepared by: C. Ray Joyner, Attorney at Law
P.O. Box 2311,
.�� Rocky Mount, NC 27802-2311
NORTH CAROLINA GPIN:5685-07-7924
Tax Parcel No.: 01-030170
BEAUFORT COUNTY REID:141756
THIS DEED, made this the 26th day of September, 2001, by
E.C. POWELL and wife, RUBY P. POWELL, and CAMDEN POINTE
APARTMENTS, a North Carolina General Partnership, Grantor, to the
CITY OF WASHINGTON, a municipal corporation organized and
existing under the laws of the State of North Carolina, Grantee,
whose address is Post Office Box 1988, Washington, North Carolina
27889-1988;
W I T N E S S E T H:
That Grantor in consideration of the sum of Ten Dollars
($10.00) and other good and valuable consideration to it paid by
Grantee, the receipt of which is hereby acknowledged, has
bargained and sold, and by these presents does grant, bargain,
sell and convey unto the said Grantee in fee simple the following
described tracts of land lying and being in Washington Township,
Beaufort County, North Carolina, and more particularly described
as follows:
PARCEL NO. 1:
BEING located on the northeasterly side of East Third
Street, and Beginning at a concrete monument in the northeasterly
property line of East Third Street, said concrete monument and
beginning point being located 865 feet, NORTH 550 26' WEST, from
a point marked by an engineer tack in the gutter at the northerly
intersection of East Third Street and Brown Street, and running
thence NORTH 340 34' EAST 164.50 feet to another concrete
monument, a corner; thence running SOUTH 870 38' EAST 86.38 feet
to another concrete monument, a corner; thence running along the
southwestern line of the Public park area, SOUTH 480 43' EAST,
258.55 feet, cornering; thence running SOUTH 340 23' WEST 180.34
feet to a point in the northeasterly property line of East Third
Street; thence running NORTH 550 26' WEST along the northeasterly
property line of East Third Street, 330.42 feet to the concrete
monument at the place of BEGINNING, as shown on that certain map
of survey made by James E. White, Jr., R.L.S., dated October 2,
1986 and entitled "Plot Plan Greenmount Associates".
PARCEL NO, 2:
BEGINNING at a point in the northern property line of East
Third Street, said beginning point being located 166.71 feet,
NORTH 55' 26' WEST, from an engineer's tack located three -tenths
1
BEAUFORT COUNTY LARD RECORDS
LR - FORM001 #__ Lilla
-- ACCEPTED-- AW --�
l.zlld Rmwds Official Date Page 9

9K1219PG920
(3/10) of a foot from the outside edge of the gutter at the
northwest corner of the intersection of East Third Street and
Brown Street as shown on the map of survey prepared by James E.
White, Jr., R.L.S., and from said beginning point running thence
with the northern property line of East Third Street, NORTH 550
26' WEST, 367.87 feet, cornering; thence running NORTH 340 23'
EAST, 180.34 feet, cornering; thence running SOUTH 480 43' EAST
368.50 feet, cornering; thence running SOUTH 33' 31' WEST, 137.31
feet to the point of BEGINNING in the northern property line of
East Third Street, as shown on a map of survey of the above
described tract of land made by James E. White, Jr., R.L.S.,
dated October 2, 1986.
Being the identical property conveyed_to E.C. Powell by deed
dated May 31, 2001, recorded in Book 1203, page 40, Beaufort
County Registry. Being the identical property conveyed to Camden
Pointe Apartments by deeds dated May 31, 2001, recorded in Book
1203, pages 52, 56, 60 and 64, Beaufort County Registry and deeds
of correction dated June 18, 2001, recorded July 11, 2001 in Book
1208, pages 213, 217 and 221, Beaufort County Registry.
This land is conveyed subject to certain restrictions as to
the use thereof, running with said land by whomsoever owned, said
restrictions, which are expressly assented to by the Grantee in
accepting this deed, being as follows:
(1) This property shall be dedicated and maintained in
perpetuity for uses compatible with open space,
recreational, or wetlands management practices; and
(2) No new structure(s) shall be built on this property
except for the following:
(i) A public facility that is open on all sides and
functionally related to a designated open space or
recreational use; or
(ii) A public restroom; or
(iii)A structure that is compatible with open space,
recreational, or wetlands management policies and
practices, which the Director of the Federal
Emergency Management Agency (FEMA) approves in
writing before the construction of the structure
begins; and
(3) No application for State or Federal disaster assistance
will be made for this property for any purpose and no
such assistance shall be provided; and
2
Page 10

®K1219Pc921
(4) Any structure built on this property shall be located
to minimize the potential for flood damage, be
floodproofed, or be elevated to the Base Flood
Elevation plus one foot of freeboard; and
(5) On October 1, 2002, and every two (2) years following
this date, the City of Washington shall report to the
North Carolina Division of Emergency Management (NCDEM)
to certify that this property is maintained consistent
with the deed restrictions listed herein; and
(6) Allowable uses for this property are open spaces,
recreational, and wetland management uses such as parks
for outdoor recreational activities, nature reserves,
cultivation, grazing, camping (except mobile homes),
unimproved, permeable parking lots, and buffer zones.
Allowable uses do not include walled buildings, flood
reduction levees, or other uses that obstruct the
natural and beneficial functions of the floodplain.
TO HAVE AND TO HOLD the aforesaid tracts or parcels of land
together with all privileges and appurtenances thereunto
belonging to the Grantor in fee simple.
And Grantor covenants with Grantee that Grantor is seized
of the premises in fee simple, has the right to convey the same
in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title
against the lawful claims of all persons whomsoever except for
the exceptions hereinafter stated. Title to the property
hereinabove described is subject to the following exceptions:
easements and restrictions of record, if any.
The designation Grantor and Grantee as used herein shall
include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine, or neuter as
required by context.
IN TESTIMONY WHEREOF, the said Grantor has hereunto set
3
Page 11

1K1219Pc922
their hands and adopted as their seal the word "SEAL" appearing
beside their names the day and year first above written.
i—� (SEAL)
E.C. POWELL
_ (SEAL).
RUB'Y P./POWELL
CAMDEN POINTE APARTMENTS, A North
Carolina General Partnership
By: t° -�/`'4�' (SEAL) .
E.C. #POWELL, JR., General Partner
By: ��AiJ� ��� (SEAL) ,
DENISE P. RUSSELL, General Partner
By:(SEAL)
J THOMAS POWELL, General Partner
By: (SEAL)
DEBOR H P. FIGLEWS ry,
General Partner
STATE OF NORTH CAROLINA
COUNTY OF '-h CL"
I, a Notary Public of the County and State aforesaid, do
hereby certify that E.C. POWELL and wife, RUBY P. POWELL, each
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WI ESS my hand and official stamp or seal, this the
,11
day of 2001.
QXO-QQ4 JO -Qc-, ,�
Notary Publ c
My commission expires: ��,.�, �.� �(}IG (p
r
S0.lOYNERRYPUBUCOMM NC
4
Page 12

AK1219PG923
STATE OF NORTH CAROLINA
COUNTY OF
I, a Notary Public of the County and State aforesaid, do
hereby certify that E.C. POWELL, JR., a general partner in CAMDEN
POINTE APARTMENTS, a North Carolina General Partnership,
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for and on behalf of said
partnership. WITj4ESS my hand and official stamp or seal, this the 46
day of X1 2001.
Notary Public
My commission expires: p
DELDRES D. JOYNER
NOTARY PUBLIC
NASH COUNTY, NC
STATE OF NORTH CAROLINA
COUNTY OF -1 C.'la-N
I, a Notary Public of the County and State aforesaid, do
hereby certify that DENISE P. RUSSELL, a general partner in
Camden Pointe Apartments, a North Carolina General Partnership,
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for and on behalf of said
partnership.
WIT ESS my hand and official stamp or seal, this the
day of d , 2001.
Notary Pub c �
My commission expires: wi W.
M
STATE OF NORTH CAROLINA
COUNTY OF '*—h Clah
I, a Notary Public of the County and State aforesaid, do
hereby certify that JOHN THOMAS POWELL, a general partner in
Camden Pointe Apartments, a North Carolina General Partnership,
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for and on behalf of said
partnership.
WIT ESS my hand and official stamp or seal, this the
day of , 2001.
h' Notary Pu ic'��"
My commission expires: W-a�•o�Ob{o
DELORES Q 101'NER
NOTARY PUBLIC
NASH COUNTY, NC
6
Page 13

sK1219rG92`i
STATE OFF �tut,�Qiy
COUNTY OF��l,Q•�
I, a Notary Public of the County and State aforesaid, do
hereby certify that DEBORAH P. FIGLEWSKI, a general partner in
Greenmount Associates, a North Carolina General Partnership,
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for and on behalf of said
partnership.
0,714
WIT SS my and and official stamp or seal, this the
day of y 2001.
Notary Pub is
My commission expires: ()OG
c:\My Documents\DEEDS\T5367 Camden Pointe to CityofWashington.doc M
6
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OK1219PG925
JENNIFER LEGGETT WHITEHURST
BEAUFORT COUNTY REGISTER OF DEEDS
COURTHOUSE BUILDING
112 W. 2ND STREET
WASHINGTON, NC 27889
Filed For Registration: 10/01/2001 02:18:42 PM
Book: RE 1219 Page: 919-925
Document No.: 2001006823
DEED 7 PGS $18.00
NC REAL ESTATE EXCISE TAX: $1,715.00
Recorder: BARBARA TAYLOR
State of North Carolina, County of Beaufort
The foregoing certificate of DELORES D JOYNER Notary is certified to be correct. This 1 ST of October 2001
JENNIFER LEGGETT WHITEHURST , REGISTER OF DEEDS
-J By: i
Deputy4As&WtffAt Register of Dees
*2001006823*
2001006823
Page 15

VA, 1696Pc785
GP I N : 5685-08-3791
REID:120671
WIAWGRT COUNTY LAND RECORDS
ROUTING FORM
Land Records ficial Date
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
FOR REGISTRATION REGISTER OF DEEDS
Jennifer Leggett Whit ehurst
Beaufort County, NC
September 02, 2009 04:41:38 PM
Book 1696 Page 785-787
FEE: $20.00
NC REVENUE STAMP; $136.00
INSTRUMENT # 2009005114
PREPARED BY:
RODMAN, HOLSCHER, FRANCISCO & PECK,
P. A., Attorneys at Law
320 North Market Street
Post Office Box 1747
Washington NC 27889
Telephone: [phone]
h�
THIS DEED, made and entered into this the C� day of September, 2009, by
CHRISTIAN FELLOWSHIP ENRICHMENT PROGRAM, INC., a North Carolina
Corporation, Grantor, to the CITY OF WASHINGTON, a municipal corporation organized and
existing under the laws of the State of North Carolina, Grantee, whose address is: Post Office Box
1988, Washington NC 27889;
WITNESSETH:
That the Grantor, for valuable consideration received from the Grantee, the receipt and
sufficiency of which is hereby acknowledged, does hereby convey unto the Grantee, its successors
and assigns, that certain tract or parcel of land lying and being in the City of Washington, Beaufort
County, North Carolina, more particularly described as follows:
Page 16

ff 1808�G7 8 6
Lying on the East side of Harvey Street and on the North side of Fourth Street and beginning at the intersection
of the Northern side line of Fourth Street with the Eastern side line of Harvey Street, and running thence North 33' East
391 feet to a ditch; thence with said ditch South 29' 15' East 75 feet (this call is corrected from the erroneous call of
South 29' 15' West 75 feet contained in that deed in Book 1389, Page 676, Beaufort County Registry); South 15' 45'
East 160 feet; thence South 0° 45' East 68 feet to a marker; thence South 331 West 210 feet to the Northern side line of
Fourth Street; thence with the Northern side line of Fourth Street in a Westwardly direction 210 feet to the beginning,
containing 1.35 acres according to the survey and plat of W. C. Rodman, Jr., RS, dated December 1949 and being that
portion of the above described lands formerly known as the Beaufort County Health Department, BUT SAVING AND
EXCEPTING that portion of said lands fronting 50 feet on Fourth Street and running back between parallel lines a
distance of 100 feet on which was formerly located the Girl Scout Hut owned by the City of Washington. Further
reference is made to Deed dated January 25, 1950 from the City of Washington to the county of Beaufort of record in
Book 396, Page 273, Beaufort County Registry.
This being all of that property conveyed to Christian Fellowship Enrichment Program, Inc. by deed dated March 25,
2003 of record in Book 1389, Page 676, Beaufort County Registry to which deed reference is herein made for a more
complete and accurate description.
TO HAVE AND TO HOLD the same, together with all and singular, the rights, ways,
privileges and appurtenances thereto belonging or in anywise appertaining unto the said Grantee, its
successors and assigns, in fee simple, subject, however, to the following:
1. Such easements, rights -of -way and restrictions of record in the Beaufort County
Registry.
2. Non-compliance with any local, county, state or federal governmental laws,
ordinances or regulations relative to zoning, subdivision, occupancy, use, construction or the
development of the subject property.
The Grantor covenants with the Grantee that it is seized in fee simple of the above described
property and has good right and title to convey the same; that the same is free and clear of all liens
and encumbrances, except those matters above set forth, and that, subject thereto, it will forever
warrant and defend the title to the same against all lawful claims and demands.
IN WITNESS WHEREOF, CHRISTIAN FELLOWSHIP ENRICHMENT
PROGRAM, INC. has caused this instrument to be executed in its name by its President, attested
by its Secretary, all by corporate authority first duly given, this the day and year first above written.
Page 17

CHRISTIAN FELLOWSHIP ENRICHMENT PROGRAM, INC.
Damellia S. Davis, President
ATTEST:
ac Secretary
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
I, Zing W. Burba-ge, a Notary Public of the State and County aforesaid, certify that WILLIAM
ZACHMAN personally appeared before me this day and acknowledged that he is Secretary of
CHRISTIAN FELLOWSHIP ENRICHMENT PROGRAM, INC., and that by authority duly
given and as the act of the corporation, the foregoing instrument was signed in its name by its
President, attested by himself as its Secretary.
rl
WITNESS my hand and official seal, this the � day of September, 2009.
NO Y PUBLIC
My Commission expires: ZINA W. SUMAGE
NOry PdA NO
Besui d canny.
My Commission Bow 1o.134M2
Po- n2, �jv\Stile I IZS)+— Page 18

1 /24/24, 11:23 AM
Property Summary
Tax Year: 2024
REID 17544 PIN
0 JOHN SMALL
Location AVE Property
Address Description
Print Property Info
GPIN: 5685-08-7608
REID: 117544
5685-08-7608 Property Owner CITY OF WASHINGTON
13.46 AC JACKS CRK/LOTS 102 E 2ND ST P O BOX
RODMAN S/D Owner's Mailing 1988
Address WASHINGTON NC
27889
Administrative Data
Transfer Information
Plat Book & Page
Deed Date
Old Map #
NONE
Deed Book
Market Area
CEDAR
Deed Page
Township
City of Washington
Revenue Stamps
Planning
BEAUFORT
Package Sale Date
Jurisdiction
Package Sale Price
CITY OF
City
Land Sale Date
WASHINGTON
Fire District
Land Sale Price
Spec District
Improvement Summary
Land Class
EXEMPT VALUE
Total Buildings
History REID 1
Total Units
History REID 2
Total Living Area
Acreage
13.47
Total Gross Leasable Area
Permit Date
Permit #
Photograph
Building Summary
10/31 /1966
000604
00586
$2
No Photo Found
Property Value
Total Appraised Land Value
$168,041
Total Appraised Building Value
Total Appraised Misc
Improvements Value
Total Cost Value
$168,041
Total Appraised Value -valued By
$168,041
Cost
Other Exemptions
$168,041
Exemption Desc
City
Use Value Deferred
Historic Value Deferred
Total Deferred Value
Total Taxable Value
https://Ircpwa.ncptscloud.com/Beaufort/PrintPRC.aspx?PARCELPK=l 7544
Page 19

1/24/24, 11:23AM Print Property Info
Misc Improvements Summary
Card Unit Base Eff Phys Depr (% Econ Depr (% Funct Depr (% Common Interest (%
# Quantity Measure Type Price Year Bad) Bad) Bad) Good) Value
No Data
Total Misc Improvements Value Assessed:
Land Summary
Land Class: EXEMPT VALUE
Deeded Acres: 0
Calculated Acres: 13.46
Soil
Size Adj.
Land
Zoning Description
Size
Rate
Land Adjustment
Class
Factor
Value
R6 SITE-XXX-P
1.00 BY THE ACRE
$60,000
$60,000
PRICE
NONE OCLASS3 OPEN LAND-XXX-
10.47 BY THE ACRE
$10,000
0.44 SHAPE-60.00
$27,641
P
PRICE
R6 SITE-XXX-P
2.00 BY THE ACRE
$60,000
MARKET ADJUSTMENT-
$80,400
PRICE
67.00
Total Land Value Assessed: $168,041
Ownership History
Owner Name
Current CITY OF WASHINGTON
Notes Summary
Building Card
No Data
Deed Type % Ownership Stamps Sale Price Book Page Deed Date
DEED 100 2.2 000604 00586 10/31 /1966
Date
Line
Notes
https://Ircpwa.ncptscloud.com/Beaufort/PrintPRC.aspx?PARCELPK=17544 Page 20

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Page 21

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2022 Page 22

United States
��. 'Department of
Agriculture
Natural
Resources
Conservation
Service
In cooperation with
North Carolina
Department of
Environment, Health, and
Natural Resources; North
Carolina Agricultural
Research Service; North
Carolina Cooperative
Extension Service;
Beaufort Soil and Water
Conservation District; and
Beaufort County Board of
Commissioners
Soil Survey of
Beaufort County
North Carolina
Page 23

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Hydrologic Soil Group —Beaufort County, North Carolina
Hydrologic Soil Group
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
AbA
Altavista -Urban land
complex, 0 to 2
percent slopes
C
28.3
71.1 %
Se
Seabrook -Urban land
complex
A
2.8
7.1 %
Ur
Urban land
1.5
3.7%
W
Water
7.2
18.0%
Totals for Area of Interest
39.7
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 (A/D, B/D, 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 (A/D, B/D, 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.
usim Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1 /18/2024
Page 3 of 4
Page 27

Hydrologic Soil Group —Beaufort County, North Carolina
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
usim Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1 /18/2024
Page 4 of 4

Run -Off Rate Calculations
The Runoff Rate was calculated using the Rational Method. The time of concentration was
assumed to be ten minutes for drainage area up to one acre and determined using TR-55 for
drainage area an acre and greater. The intensity was found with NOAA's precipitation intensity
table (Figure 1) at 35.5446,-77.0488. The offsite flow to the onsite area for each drainage area
based on a 10-year storm.
Table 1: Drainage Area Run-off Rates
Area
Area
(acre)
C value
Intensity
(in/hr)
Run-off Rate
(cfs)
1A
0.44
0.15
6.49
0.43
113
0.30
0.15
6.49
0.29
2A
2.05
0.15
4.77
1.47
213
0.41
0.15
6.49
0.40
3A
0.34
0.15
6.49
0.33
313
0.60
0.15
6.49
0.59
3C
0.17
0.15
6.49
0.17
3 D
0.25
0.15
6.49
0.25
-------------
PDS-based precipitation frequency estimates with 90% confidence intervals (in incheslhour)l
Average rmffence interval (years)
Durafion.���
10
25
® 100
®®
1000
5-mmJ
(4.915993)
(5.69.6.89)
(6.46.T84)
(7.34.8.3)
(8.23. 0A)
(9.02.11A) (9.72. 2.0)
(10.4- 2.9)
(11 2?14.0)
13.7
(11.9.15.1)
f 0 min
4.30
(3.924.74)
5.00
(4.55-5.51)
5.70
(5.17-6.27)
6.49
(5.87-7.14)
7.30
(6 56-8.02)
8.01 8.66
(7 19-8 80) (7.72-9.50)
9.29
(8 24-10 2)
10.1
(8.55-11.1)
10.8
(9 39-11.9)
159
Smin
(3.26.3.95)
19
(3.81d62)
(4.36529)
(4.96.6.02)
(5.6.78)
: 5
7.29
(6.07.7643) (6.51.8.01)
(6. .3.8.59)
: 3
(7.9.30)
(7.86.9.94)
30 min
(2 24-2671)
(2. 3 3919)
3.4
(3. 0 3 76)
(3: 9--4.36)
(4. 75602)
(4.575 60) (4: 8-6.13)
(5.39 6868)
6.7
(5.91.T40)
7.30
(6.36-8,05)
.53
t 46)
2
(65200)
)
(2-
.58
(23
�
(24
(3
3.. 85
33°2•
7
(38469)
?
531)
(464-588)6mn
.35
Figure 1: NOAA Precipitation Intensity Table
Time of Concentration Calculations
Figure 2 is the time of concentration for drainage area 2A found with TR-55.
Jacks Cree:c
Beaufort County, North Carolina
Sub -Area Time of Concentration Details
Sul _-,
Flow
Mannings's End Wetted
Travel
Idect-i-c-,'
Length
Slope
n Area Perimeter
velocity
Time
--------------------------------------------------------------------------------
{ft)
(ft/ft)
(sq ft) (ft)
(ft/sec)
(hr)
Drainage2A
SHEET
100
0.0100
0.240
0.303
SHALLOW
295
0.0140
0.050
0.043
CHANNEL
501
4.080
0.034
Time of Concentration .38
Figure 2: Drainage Area 2A Time of Concentration
Page 29

Hydraulic Analysis Report
Project Data
Project Title:
Designer:
Project Date: Friday, February 9, 2024
Project Units: U.S. Customary Units
Notes:
Channel Analysis: TEMP HDPE Pipe
Notes:
Input Parameters
Channel Type: Circular
Pipe Diameter 1.00 ft
Longitudinal Slope: 0.0050 ft/ft
Manning's n: 0.0120
Depth 0.9900 ft
Result Parameters
Flow 2.8437 cfs
Area of Flow 0.7841 ft^2
Wetted Perimeter 2.9413 ft
Hydraulic Radius 0.2666 ft
Average Velocity 3.6269 ft/s
Top Width 0.1990 ft
Froude Number: 0.3220
Critical Depth 0.7227 ft
Critical Velocity 4.6791 ft/s
Page 30

Critical Slope: 0.0071 ft/ft
Critical Top Width 0.90 ft
Calculated Max Shear Stress 0.3089 lb/ft^2
Calculated Avg Shear Stress 0.0832 lb/ft^2
Channel Analysis: CWD
Notes:
Input Parameters
Channel Type: Triangular
Side Slope 1 (Z1): 3.0000 ft/ft
Side Slope 2 (Z2): 3.0000 ft/ft
Longitudinal Slope: 0.0050 ft/ft
Manning's n: 0.0150
Depth 0.5000 ft
Result Parameters
Flow 2.0130 cfs
Area of Flow 0.7500 ft^2
Wetted Perimeter 3.1623 ft
Hydraulic Radius 0.2372 ft
Average Velocity 2.6840 ft/s
Top Width 3.0000 ft
Froude Number: 0.9460
Critical Depth 0.4890 ft
Critical Velocity 2.8059 ft/s
Critical Slope: 0.0056 ft/ft
Critical Top Width 2.93 ft
Calculated Max Shear Stress 0.1560 lb/ft^2
Calculated Avg Shear Stress 0.0740 lb/ft^2
Page 31

City of Washington, North Carolina - Jack's Creek Improvements Special Provisions
RK&K
August 10, 2023
SP-1: Coir Fiber Matting
SP-2: Construction Materials Management
SP-3: Floating Turbidity Curtain
SP-4: Native Seeding And Mulching — East
SP-5: Safety Fence
SP-6: Waste And Borrow Sources
SP-7: Waterfowl Exclusion Fencing
SP-8: Clean Water Diversion
Page 32

SP-1
COIR FIBER MAT:
Description
Furnish material, install and maintain coir fiber mat in locations shown on the plans or in
locations as directed. Work includes providing all materials, excavating and backfilling, and
placing and securing coir fiber mat with stakes, steel reinforcement bars or staples as directed.
Materials
Item Section
Coir Fiber Mat 1060-14
Anchors: Stakes, reinforcement bars, or staples shall be used as anchors.
Wooden Stakes:
Provide hardwood stakes 12"- 24" long with a 2" x 2" nominal square cross section. One
end of the stake must be sharpened or beveled to facilitate driving through the coir fiber
mat and down into the underlying soil. The other end of the stake needs to have a 1 "- 2"
long head at the top with a 1 "- 2" notch following to catch and secure the coir fiber mat.
Steel Reinforcement Bars:
Provide uncoated #10 steel reinforcement bars 24" nominal length. The bars shall have a
4" diameter bend at one end with a 4" straight section at the tip to catch and secure the
coir fiber mat.
Staples:
Provide staples made of 0.125" diameter new steel wire formed into a u shape not less
than 12" in length with a throat of 1" in width.
Construction Methods
Place the coir fiber mat immediately upon final grading. Provide a smooth soil surface free from
stones, clods, or debris that will prevent the contact of the mat with the soil. Unroll the mat and
apply without stretching such that it will lie smoothly but loosely on the soil surface.
For stream relocation applications, take care to preserve the required line, grade, and cross
section of the area covered. Bury the top slope end of each piece of mat in a narrow trench at
least 6 in. deep and tamp firmly. Where one roll of matting ends and a second roll begins,
overlap the end of the upper roll over the buried end of the second roll so there is a 6 in. overlap.
Construct check trenches at least 12 in. deep every 50 ft. longitudinally along the edges of the
mat or as directed. Fold over and bury mat to the full depth of the trench, close and tamp firmly.
Overlap mat at least 6 in. where 2 or more widths of mat are installed side by side.
Page 33

Place anchors across the mat at the ends approximately 1 ft. apart. Place anchors along the outer
edges and down the center of the mat 3 ft. apart.
Adjustments in the trenching or anchoring requirements to fit individual site conditions may be
required.
Measurement and Payment
Coir Fiber Mat will be measured and paid for as the actual number of square yards measured
along the surface of the ground over which coir fiber mat is installed and accepted.
No measurement will be made for anchor items.
Payment will be made under:
Pay Item
Coir Fiber Mat
Pay Unit
Square Yard
Page 34

SP-2
CONSTRUCTION MATERIALS MANAGEMENT
(3-19-19) (rev.04-z7-20)
Description
The requirements set forth shall be adhered to in order to meet the applicable materials handling
requirements of the NCG010000 permit. Structural controls installed to manage construction
materials stored or used on site shall be shown on the E&SC Plan. Requirements for handling
materials on construction sites shall be as follows:
Polyacrylamides (PAMS) and Flocculants
Polyacrylamides (PAMS) and flocculants shall be stored in leak -proof containers that are kept
under storm -resistant cover or surrounded by secondary containment structures designed to protect
adjacent surface waters. PAMS or other flocculants used shall be selected from the NC DWR List
of Approved PAMS/Flocculants The concentration of PAMS and other flocculants used shall not
exceed those specified in the NC DWR List of Approved PAMS/Flocculants and in accordance
with the manufacturer's instructions. The NC DWR List of Approved PAMS/Flocculants is
available at:
https://files.nc. gov/ncdeq/Water+Quality/Environmental+Sciences/ATU/PAM8_30_18.pdf
Equipment Fluids
Fuels, lubricants, coolants, and hydraulic fluids, and other petroleum products shall be handled
and disposed of in a manner so as not to enter surface or ground waters and in accordance with
applicable state and federal regulations. Equipment used on the site must be operated and
maintained properly to prevent discharge of fluids. Equipment, vehicle, and other wash waters
shall not be discharged into E&SC basins or other E&SC devices. Alternative controls should be
provided such that there is no discharge of soaps, solvents, or detergents.
Waste Materials
Construction materials and land clearing waste shall be disposed of in accordance with North
Carolina General Statutes, Chapter 130A, Article 9 - Solid Waste Management, and rules
governing the disposal of solid waste (15A NCAC 1313). Areas dedicated for managing
construction material and land clearing waste shall be at least 50 feet away from storm drain inlets
and surface waters unless it can be shown that no other alternatives are reasonably available. Paint
and other liquid construction material waste shall not be dumped into storm drains. Paint and other
liquid construction waste washouts should be located at least 50 away from storm drain inlets
unless there is no alternative. Other options are to install lined washouts or use portable, removable
bags or bins. Hazardous or toxic waste shall be managed in accordance with the federal Resource
Conservation and Recovery Act (RCRA) and NC Hazardous Waste Rules at 15A NCAC,
Subchapter 13A. Litter and sanitary waste shall be managed in a manner to prevent it from entering
jurisdictional waters and shall be disposed of offsite.
Herbicide, Pesticide, and Rodenticides
Page 35

Herbicide, pesticide, and rodenticides shall be stored and applied in accordance with the Federal
Insecticide, Fungicide, and Rodenticide Act, North Carolina Pesticide Law of 1971 and labeling
restrictions.
Concrete Materials
Concrete materials onsite, including excess concrete, must be controlled and managed to avoid
contact with surface waters, wetlands or buffers. No concrete or cement slurry shall be discharged
from the site. (Note that discharges from onsite concrete plants require coverage under a separate
NPDES permit — NCG140000.) Concrete wash water shall be managed in accordance with the
Concrete Washout Structure provision. Concrete slurry shall be managed and disposed of in
accordance with NCDOT DGS and HOS DCAR Distribution of Class A Residuals Statewide
(Permit No. WQ0035749). Any hardened concrete residue will be disposed of, or recycled on site,
in accordance with state solid waste regulations.
Earthen Material Stock Piles
Earthen material stock piles shall be located at least 50 feet away from storm drain inlets and
surface waters unless it can be shown that no other alternatives are reasonably available.
Measurement and Payment
Conditions set within the Construction Materials Management provision are incidental to the
project for which no direct compensation will be made.
Page 36

SP-3
FLOATING TURBIDITY CURTAIN:
Description
This work consists of furnishing a Floating Turbidity Curtain to deter silt suspension and
movement of silt particles during construction. The floating turbidity curtain shall be
constructed at locations as directed.
Materials
The curtain material shall be made of a tightly woven nylon, plastic or other non -deteriorating
material meeting the following specifications:
Property Value
Grab tensile strength *md-370 lbs *cd-250 lbs
Mullen burst stength 480 psi
Trapezoid tear strength *md-100 lbs *cd-60 lbs
Apparent opening size 70 US standard sieve
Percent open area 4% permittivity 0.28 sec-1
*md - machine direction
*cd - cross machine direction
In the event that more than one width of fabric is required, a 6" overlap of the material shall also
be required.
The curtain material shall be supported by a flotation material having over 29 lbs/ft buoyancy.
The floating curtain shall have a 5/16" galvanized chain as ballast and dual 5/16" galvanized wire
ropes with a heavy vinyl coating as load lines.
Construction Methods
The Contractor shall maintain the Floating Turbidity Curtain in a satisfactory condition until its
removal is requested by the Engineer. The curtain shall extend to the bottom of the jurisdictional
resource. Anchor the curtain according to manufacturer recommendations.
Measurement and Payment
Floating Turbidity Curtain will be measured and paid for as the actual number of square yards of
curtain furnished as specified and accepted. Such price and payment will be full compensation
for the work as described in this section including but not limited to furnishing all materials,
tools, equipment, and all incidentals necessary to complete the work.
Payment will be made under:
Pay Item
Floating Turbidity Curtain
Pay Unit
Square Yard
Page 37

SP-4
Native Grass Seeding and Mulching
(East)
Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and
riparian areas, and adjacent to Stream Relocation construction within a 50 foot zone on both
sides of the stream or depression, measured from top of stream bank or center of depression.
The stream bank of the stream relocation shall be seeded by a method that does not alter the
typical cross section of the stream bank. Native Grass Seeding and Mulching shall also be
performed in the permanent soil reinforcement mat section of preformed scour holes, and in
other areas as directed.
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds per acre.
March 1 - August 31
18#
Creeping Red Fescue
6#
Indiangrass
8#
Little Bluestem
4#
Switchgrass
25#
Browntop Millet
500#
Fertilizer
4000#
Limestone
September 1 - February 28
18#
Creeping Red Fescue
6#
Indiangrass
8#
Little Bluestem
4#
Switchgrass
35#
Rye Grain
500#
Fertilizer
4000#
Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen Boreal Epic Cindy Lou
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.
Native Grass Seeding and Mulching shall be performed in accordance with Section 1660 of the
Standard Specifications and vegetative cover sufficient to restrain erosion shall be installed
immediately following grade establishment.
Measurement and Payment
Native Grass Seeding and Mulching will be measured and paid for in accordance with Article
1660-8 of the Standard Specifications.

SP-5
SAFETY FENCE AND JURISDICTIONAL FLAGGING:
Description
Safety Fence shall consist of furnishing materials, installing and maintaining polyethylene or
polypropylene fence along the outside riparian buffer, wetland, or water boundary, or other
boundaries located within the construction corridor to mark the areas that have been approved to
infringe within the buffer, wetland, endangered vegetation, culturally sensitive areas or water. The
fence shall be installed prior to any land disturbing activities.
Materials
(A) Safety Fencing
Polyethylene or polypropylene fence shall be a highly visible preconstructed safety fence approved
by the Engineer. The fence material shall have an ultraviolet coating.
Either wood posts or steel posts may be used. Wood posts shall be hardwood with a wedge or
pencil tip at one end, and shall be at least 5 ft. in length with a minimum nominal 2" x 2" cross
section. Steel posts shall be at least 5 ft. in length, and have a minimum weight of 0.85 lb/ft of
length.
Construction Methods
No additional clearing and grubbing is anticipated for the installation of this fence. The fence shall
be erected to conform to the general contour of the ground.
(A) Safety Fencing
Posts shall be set at a maximum spacing of 10 ft., maintained in a vertical position and hand set or
set with a post driver. Posts shall be installed a minimum of 2 ft. into the ground. If hand set, all
backfill material shall be thoroughly tamped. Wood posts may be sharpened to a dull point if
power driven. Posts damaged by power driving shall be removed and replaced prior to final
acceptance. The tops of all wood posts shall be cut at a 30-degree angle. The wood posts may, at
the option of the Contractor, be cut at this angle either before or after the posts are erected.
The fence geotextile shall be attached to the wood posts with one 2" galvanized wire staple across
each cable or to the steel posts with wire or other acceptable means.
Place construction stakes to establish the location of the safety fence in accordance with Article
105-9 or Article 801-1 of the Standard Specifications. No direct pay will be made for the staking
of the safety fence. All stakeouts for safety fence shall be considered incidental to the work being
paid for as "Construction Surveying", except that where there is no pay item for construction
surveying, all safety fence stakeout will be performed by state forces.
Page 39

The Contractor shall be required to maintain the safety fence in a satisfactory condition for the
duration of the project as determined by the Engineer.
Measurement and Payment
Safety Fence will be measured and paid as the actual number of linear feet of polyethylene or
polypropylene fence installed in place and accepted. Such payment will be full compensation
including but not limited to furnishing and installing fence geotextile with necessary posts and post
bracing, staples, tie wires, tools, equipment and incidentals necessary to complete this work.
Payment will be made under:
Pay Item
Safety Fence
Pay Unit
Linear Foot

SP-6
WASTE AND BORROW SOURCES:
(2-16-11) (Rev. 3-17-22)
Payment for temporary erosion control measures, except those made necessary by the
Contractor's own negligence or for his own convenience, will be paid for at the appropriate
contract unit price for the devices or measures utilized in borrow sources and waste areas.
No additional payment will be made for erosion control devices or permanent seeding and
mulching in any commercial borrow or waste pit. All erosion and sediment control practices that
may be required on a commercial borrow or waste site will be done at the Contractor's expense.
All offsite Staging Areas, Borrow and Waste sites shall be in accordance with `Borrow and
Waste Site Reclamation Procedures for Contracted Projects" located at:
https://connect.ncdot. gov/resources/roadside/FieldOperationsDocuments/Contract%2OReclamati
on%20Procedures.adf
All forms and documents referenced in the "Borrow and Waste Site Reclamation Procedures for
Contracted Projects" shall be included with the reclamation plans for offsite staging areas, and
borrow and waste sites.
Page 41

SP-7
911511— Waterfowl Exclusion Fencing
Description
This work shall consist of furnishing and installing Waterfowl Exclusion Fencing to
protect newly planted areas of the Project.
Materials
A. Posts: Posts will be used as upright members to support the plastic mesh. Posts shall be 1/4
inch rebar. Posts must be a minimum of 6' in length.
B. String: Thin, multi -strand twine shall be used. This string shall be made of cotton or another
natural fiber.
f nnctrnrtinn
A. General: The waterfowl exclusion fencing shall consist of perimeter fencing of posts
connected by multiple levels of string and interior posts spaced at regular intervals. Run
string between the tops of these interior posts and the posts of the perimeter fencing to deter
the entry of flying geese.
B. Perimeter fencing: Install perimeter fencing as indicated by the Engineer. The perimeter
fencing shall consist of minimum 6' posts placed 10' apart with string strung tautly
between these posts. Drive these posts into the ground a minimum of 2' with a minimum
height above ground of 4'. Run taut strings between the posts at 6" intervals from 6" above
ground to 48" above the ground. Additionally, run a taut string between the tops of all the
posts along the perimeter. Tie this string off at the ends but attach it to intervening posts
with two wraps around the top of each post. This attachment method allows the easy
tightening of slack string by the addition of wraps around the top of the adjacent appropriate
posts. Along the riverward edge of the perimeter, offset the posts 4' from the edge of fill
so posts can be driven at least 2' deep without encountering riprap.
C. Interior posts: Within the perimeter fencing, drive additional posts into the ground a
minimum depth of 2' with a minimum height above ground of 4'. Place these interior posts
at an interval of 15' on center throughout the area inside the perimeter fencing. Run taut
string between the perimeter posts and to and between all interior posts. Attach this string
at the top of all posts and tie it off at the ends but attach it to intervening posts with two
wraps around the top of each post. The string shall be taut enough such that tension holds
the string position at the top of the posts.
D. Construction planning: Install all components of the waterfowl exclusion fencing at the
discretion and direction of the Engineer if deemed necessary. Typically, waterfowl
exclusion fencing will be installed following plant installation.
E. Maintenance: As directed by the Engineer, the Contractor shall maintain the waterfowl
exclusion fencing in good working order for the duration of the contract and arrange for
any and all repairs that are requested by the Engineer.
Page 42

F. Removal: As directed by the Engineer, at the end of the establishment period, the
Contractor shall remove the waterfowl exclusion fencing and dispose of it at an approved
location.
Method of Measurement
The quantity of Waterfowl Exclusion Fencing will be measured in square yards of
surface area of Waterfowl Exclusion Fencing installed.
08/04/2023
Page 43

CLEAN WATER DIVERSION:
Description
This work consists of installing, maintaining, and removing any and all material required for the
construction of clean water diversions. The clean water diversions shall be used to direct water
flowing from offsite around/away from specific area(s) of construction.
Materials
Refer to Division 10
Item
Geotextile for Soil Stabilization, Type 4
Construction Methods
Section
1056
The Contractor shall install the clean water diversions in accordance with the details in the plans
and at locations indicated in the plans, and as directed. Upon installation, the excavated material
shall be immediately stabilized as provided in Section 1620 of the Standard Specifications. Other
stabilization methods may be utilized with prior approval from the Engineer.
Line clean water diversion with geotextile unrolled in the direction of flow and lay smoothly but
loosely on soil surface without creases. Bury top of slope geotextile edge in a trench at least 5"
deep and tamp securely. Make vertical overlaps a minimum of 18" with upstream geotextile
overlapping the downstream geotextile.
Secure geotextile with eleven gauge wire staples shaped into a u shape with a length of not less
than 6" and a throat not less than V in width. Place staples along outer edges and throughout the
geotextile a maximum of 3 ft. horizontally and vertically.
Measurement and Payment
Silt Excavation will be measured and paid for in accordance with Article 1630-4 of the Standard
Specifications.
Geotextile for Soil Stabilization will be measured and paid for in accordance with Article 270-4 of
the Standard Specifications.
Stabilization of the excavated material will be paid for as Temporary Seeding as provided in
Section 1620 of the Standard Specifications.