SWA000075_Recorded Document_20240405

16877 0351 FILED ELECTRONICALLY
CABARRUS COUNTY NC
M. WAYNE NIXON
FILED Apr 05, 2024
AT 12:54:00 PM
BOOK 16877
START PAGE 0351
END PAGE 0361
INSTRUMENT # 06768
EXCISE TAX $0.00
Prepared(WITHOUT TITLE rt
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EXAMINATION) by and Return to: Joseph B. Bass III of Manning, Fulton & Skinner, P.A. fD an a
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3605 Glenwood Ave., St. 500, Raleigh,NC 27612 fic-a rt
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CABARRUS COUNTY
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STORMWATER CONTROL MEASURE AND ACCESS v• r�
EASEMENT AGREEMENT -3 w w,a-
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THIS STORMWATER CONTROL MEASURE AND ACCESS EASEMENT AGREEMENT ate,"(this "Easement and Agreement") is made this day of March 2 5-, 2024, by Atlantic & Southern o C rt
Equipment, LLC, a Georgia limited liability company, whose principal address is 1642 Forest Parkway, fi rt M
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Lake City, GA 30260 ("Grantor"), with, to, and for the benefit of the North Carolina De artment of v rt
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Environmental Quality,whose address is 217 West Jones Street, Raleigh,NC 27603 ("Grantee"). gu- ��
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WITNESSETH: n`0= x
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WHEREAS, Grantor is the owner in fee simple of certain real property, situated in the Town of
Midland, County of Cabarrus,North Carolina, and more particularly described as follows: Z o
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see Exhibit A attached hereto and incorporated herein by reference, a cr
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it being the same land conveyed to Grantor by deed recorded in Deed Book 16588, Page 100 in A o
the Office of the Register of Deeds for Cabarrus County(the "Property"); and v c
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WHEREAS, the Property is sometimes referred to as 14205 Slatebrooks Drive or 14211
Slatebrooks Drive or both; and
WHEREAS, the granting or dedication of a stormwater control measure easement, which
includes the implementation of certain watershed protection measures such as the construction, operation,
and maintenance of an engineered stormwater control devices as provided in this Easement and
Agreement, and the assumption by Grantor of certain specified maintenance and repair responsibilities
with respect thereto are required in connection with the continued use and occupancy of the Property; and
WHEREAS, this Easement and Agreement has been procured in accordance with the
requirements of N.C.G.S. §143-211, et. seq.
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16877 0352
NOW, THEREFORE, for a valuable consideration, including the benefits Grantor may derive
from the use and occupancy of the Property and from the approval of the stormwater control measures
described herein,the receipt of which is hereby acknowledged, Grantor has bargained and granted and by
these presents does hereby bargain and grant unto Grantee, its successors and assigns, a perpetual right
and easement on and across the Property in the area shown as "Access Easement, 1.77 Acres" on Exhibit
B titled "Easement Survey, Property of: 14205 Slatebrooks" attached hereto and incorporated by this
reference for the purpose of permitting Grantee to inspect and, if necessary, maintain and repair the
stormwater control measures as more fully set forth herein(the "SCM Easement").
The terms, conditions, and restrictions of this Easement and Agreement are as follows:
1. A description of the specific stormwater control measures required on the Property as well as
the maintenance requirements pertaining to such stormwater control measures on the SCM Easement are
more fully set forth in the "Operation & Maintenance Agreement, Project Name: Atlantic & Southern
(formerly Pinnacle Cranes); Project Location: 14211 Slatebrooks Drive"attached hereto as Exhibit C and
incorporated by this reference (the "Operations and Maintenance Manual"). Grantor will perform, at its
sole cost and expense, all maintenance requirements set forth in the Operations and Maintenance Manual
with respect to the stormwater control measures on the Property within the SCM Easement.
2. Grantor represents and warrants that Grantor is financially responsible for construction,
maintenance, repair, and replacement of the stormwater control measures, appurtenances, and vegetation.
Grantor agrees to perform the maintenance as outlined above and in the Operations and Maintenance
Manual in consideration of the Certificate of Compliance with stormwater regulations received for the
Property.
3. If Grantor fails to comply with these requirements, or any other obligations imposed herein
or in the Operations and Maintenance Manual then, with reasonable advanced notice to Grantor, Grantee
may perform such work as Grantor is responsible for and recover the costs thereof from Grantor.
4. This Easement and Agreement gives Grantee the following affirmative rights: Grantee, its
officers, employees, and agents, may enter the SCM Easement whenever reasonably necessary for the
purpose of inspecting same to determine compliance herewith, to maintain same and make repairs or
replacements to the stormwater control measures and appurtenances and conditions as may be necessary
or convenient thereto in the event Grantor defaults in its obligations and to recover from Grantor the cost
thereof, and in addition to other rights and remedies available to it, to enforce by proceedings at law or in
equity the rights, covenants, duties, and other obligations herein imposed.
5. Grantor shall in all respects remain the fee owner of the Property and the area subject to this
easement and may make all lawful uses of the Property not inconsistent with this easement. Without
limiting the foregoing, Grantor may install and maintain fences and gates over the areas of the SCM
Easement so long as, following reasonable advanced notice and request from Grantee, Grantor provides
reasonable access to the SCM Easement through such gates. Nothing herein contained shall be deemed a
gift or dedication of any portion of the Property to the general public or for any public use or purpose
whatsoever, and except as herein expressly provided for Grantee, no rights, privileges, or immunities of
Grantor shall inure to the benefit of any third party, nor shall any third party be deemed to be a
beneficiary of any provisions contained herein.
6. The designation Grantor and Grantee shall include the parties, their heirs, successors, and
assigns.
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16877 0353
TO HAVE AND TO FIOLD the aforesaid rights, privileges, and easements herein granted to the
Grantee, its successors and assigns, forever.
The covenants and conditions of this Easement and Agreement shall be binding upon Grantor and
its personal representatives, heirs, successors, and assigns and all other successors to Grantor in interest to
the Property and shall continue as a servitude running with the above-described land. Title to the areas
constituting the SCM Easement is subject to (i) ad valorem taxes for the year 2024 and subsequent years,
(ii) zoning and land use ordinances affecting the Property, (iii) liens, deeds of trust, encumbrances,
easements, restrictions, covenants, rights of way, and other matters of record, and (iv) matters which
would be revealed by a current and accurate survey of the Property.
IN WITNESS WHEREOF, Grantor has caused this Easement and Agreement to be executed as
of the day and year first above written.
Atlantic & Southern Equipment, LLC, a Georgia
limited liability company
By:
e.1CtuN—S,
Title: IFN--
STATE OF Georgia
ACKNOWLEDGEMENT
COUNTY OF Clayton
I hereby certify that the foregoing instrument was acknowledged before me this 28 day of
March , 2024 by Steve Evans , as the
President of Atlantic & Southern Equipment, LLC, a Georgia limited liability
company, who acknowledged to me that s/he is the person who executed the foregoing instrument for the
purposes and in the capacity herein indicated.
ottgimiiace
. (Seal) 'qa, �sssoA,��•pN
Notary Public for Clayton County ®- MAY tin
My Commission Expires: May 11, 2025 1t
4i1RY
A 1�4�®®®®mw
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16877 0354
EXHIBIT A
Property Description
The Land is described as follows:
LYING AND BEING IN THE NUMBER 10 TOWNSHIP,TOWN OF MIDLAND,CABARRUS
COUNTY,NORTH CAROLINA,BEING A POR11ON OF THE PROPERTIES CONVEYED TO
ROBERT L.WALLACE and DONNA F.WALLACE(DB.5060,PG.331,DB,9785,PG.172&DI3.
6719,PG.216;CABARRUS COUNTY REGISTRY),LOCATED WEST OF U.S,HIGHWAY#601,
EAST OF SLATEBROOKS DRIVE AND BEING MORE PARTICULAR DESCRIBED AS
FOLLOWS:
TO ARRIVE AT THE TRUE POINT OF BEGINNING,COMMENCE AT AN EXISTING,BENT,#5
REBAR BEING THE NORTHWEST PROPERTY CORNER OF WI#1 IN MIDLAND INDUSTRIAI.
PARK(M13.39,PG. 14;CABARRUS COUNTY REGISTRY)AND BEING ON THE EASTERN 60'
PUBLIC RIGHT-OF-WAY LINE OF SLATEBROOKS DRIVE(MB.68,PG.94;CABARRUS
COUNTY REGISTRY),1TIFN RUN WITH THE EASTERN PUBLIC RIGHT-OF-WAY LINE OF
SAID SLATEBROOKS DRIVE N 33°53'39"E 50.00'TO A SET#5 REBAR WITH CAP BEING THE
TRUE POINT OF BEGINNING;
THENCE FROM THE TRUE POINT OF BEGINNING AND RUNNING WITH THE EASTERN 60'
RIGITI'-OF-WAY LINE OF SAID SLATEBROOKS DRIVE,THREE(3)COURSES AND
DISTANCES AS FOLLOWS:
I,N 33°53'39"E 591,97'TO A COMPUTED POINT;
2.A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENG11i OF 25.23',A RADIUS OF
30.00'AND A CHORD OF N 57°59'21"E 24.49'TO A COMPUTED POINT;AND
3.A CIRCULAR CURVE TO DIE LEFT HAVING AN ARC LENGTH OF 144.71',A RADIUS OF
60.00'AND A CHORD OF N 12°59'21"E 112.10'TO A SET#5 REBAR WITH CAP;
THENCE WITH NEW LINES RUNNING ACROSS TILE LANDS OF ROBERT L.WALLACE and
DONNA F.WAY I ACE TWO(2)COURSES AND DISTANCES AS FOLLOWS:
1.N 33°53'39"E 260.44'TO A SET#5 REBAR WITH CAP;AND
2.S 57°05'05"E 459.71'TO A SET#5 REBAR Wf1'H CAP BEING ON THE WESTERN 100'
PUBLIC RIGHT-OF-WAY LINE OF U.S.IIIGHWAY#601(DB.356,PG.191;CABARRUS
COUNTY REGISTRY);
THENCE WITH THE WESTERN 100'PUBLIC RIGHT-OF-WAY LINE.OF SAID U.S.HIGHWAY
#601,S 32°54'55"W 982.93'TO A SET#5 REBAR WITH CAP;
THENCE WITH A NEW LINE RUNNING ACROSS THE LANDS OF ROBERT L.WALLACE and
DONNA F.WALLACE,N 56'41'29"V4'446.46'TO A POIN'T,1111 TRUE POINT OF BEGINNING,
CONTAINING 10.000 ACRES,MORE OR LESS,AND SHOWN AS RECOMBINED TRACT'A'ON
A SURVEY TITLED"RECOMBINATION SURVEY OF:MIDLAND INDUSTRIAL PARK",BY
CF.SI,DATED FEBRUARY 27,2020,CFSI JOB NO.200052.000 AND OF RECORD IN THE OFFICE
OF THE CABARRUS COUNTY REGISTER OF DEEDS IN MAP BOOK 83 AT PAGE 50.
Page 4 of 7
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16877 0355
EXHIBIT B
SCM Easement Area
Pig
LEGEND
Yb9eu P1 p
.p� `R.t •• EIP(AS DESCRIBED) X BPS(NO POINT SET)
i� ® DROP INLET ED CLEAN OUT G
BOUNDARY LINE(AS SURVEYED) eF,Pyp
IWH6s�.p^ —--—-
---
BOUNDARY UNE(BY DEED OR PLAT) S ppP 9G•
RICHT-OF-WAY UNE OPcj,B•$
Z —EASEMENT UNE
� 4a TIE UNE
VICINITY MAP —X—X—X—X—X—FENCE UNE
NOT TO SCALE ----SD----SD—STORM SEWER UNE
KNAPHODE NORTH CAROUNA.LLC
MB:83 PG:50
DB.15375 PG.79
PIN:5543-79-1219
ZONE IND
CONTROL POINT#101
_ TRAVERSE NAIL N53'36'25'E
1 / ENS 1,547,465.097' 42.29'(GROUNO)
\ EL 518.57'(NAV088) CCF:0 999 8 5 7 511
C.G.F. 0.999853511
PAVEMENT N.C.GRID.-NAD 83(2011)
/5 REBAR BENT 15 REBAR W/CAP
53353'39'W 591.97'TIE
k TA'
C ROBERT L WALLACE
AND WIFE DONNA F
k WALLACE
�Ogp,�X—X—X—X -- UI DB:6598 PG:78
GRAVE:',...,___, % --.1 MB:83 PG:50
o PIN:5543-79-7383
`- 2x LP
/• iti m
ti� I N
---Sn----Sn
\;;�`�• i ACCESS EASEMENT
----OD__` v,� 4i'N 1.77 ACRES
\�1
r m
N32'55'23'E 202.35'
ATLANTIC h SOUTHERN I r—y/ '
EQUIPMENT LLC I / ./ j. jai/%//'% %
P.I.N.5543-78-4689 IA .. �/,%j��// //�.7/
DB.16588,PG.100 Mf I./% '%/%/ / %��j /
MB.83,PC.SO JI x�'•�'�j/ �A A
10.000 ACRES ZONED: IND L / / ,1�i/��
�/% IPRA// W,„:'- �//////%/ HI I R PR Pi,,m
w) %/ /�% i%� %%//�0(IIJ �1-o
--Ba----SD— -----Sn—Egf�- /i// V j//ji j% 2%%% o
-x—x—x—x—x—x x 1
CHAIN LANK FENCE / i //. ' //'/ C
53254'55'W 680.01 liE Z) - //O! ///%�/ — — — —
S32'54'55'W 302.92' #5 REBAR W/CAP
y5 REBAR BENT U.S. HIGHWAY #601
100'PUBLIC RIGHT-OF-WAY
(PER MB.83,PG.SO)
THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN
REVIEWED FOR COMPLIANCE WITH RECORDING REQUIREMENTS FOR PLATS.
SHEET 1 OF 2
r
PLAT CERTIFICATION EASEMENT SURVEY
I,DAVID L HAYWOOD,JH.CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED '14205 SLATEBROOKS
DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE PROPERTY Of)
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM NUMBER 10 TOWNSHIP CARARRDS m,NC
INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:122040;THAT T1It0,U1 f MIL IS THE REQUIREMENTS OF ADDRESS+ 14205 RATEDROOKS DR ROLANO ,
THE STANDARDS OF PRACTICE�R\CAI).SU14 1T1G IN NORTH CAROUNA LOT X ,�K z 26107
L21 d NCAC 56.1600); AND.1H N)V-.(t1 HHH/;n Ij
D.THE SURVEY IS OF WH,IHFR C Go 7 AS THE FLAT RECORDED IN BJ 6L,PIE ,DEED RECORDED D+D&16516 PG tT
RECOMBINATION `1L1�17LCORASCIDEQ4. ORDERED SURVEY, FOR�NT1 ATLANTIC & SOUTHERN EQUIPMENT LLC
OR OTHER EXCEPjltnv. THE DERNIT bf DIVISION;
WITNESS MY ORIGINAL SOINATJRE,RE® ,.�T011 H1 BrR AND SEAL THIS SCALE.1 DI 4 IOO FT DATE, JANUARY 31 ,20 24
31ST DAY OF JANAfr4:A.D. 82Z - Ted
..C'
6� l / �1.,ST 1� 100
CIVIL-GEOTECHN[CAL-SURVEYING
ffrl ILL rtaK LICENSE I11 C-oew
I 45 SPRING STREET SW CONCORD GOO 786-5404
'(1 9 1. \ CONCORD,NC 26u25
PROFESSIONAL LAND SUR'6Er91 I1<<\ LICENSE NO.L-4822 ACID FILE,POND EA34SNT.GVG
© A614 CESI JOB NO.: 240016.C.00
Page 5 of 7
4077520v2.JBB.33510.T30488

16877 0356
Aga
WM •OR
r
,4, 44z1-'
:,,)31
VICINITY MAP
NOT TO SCALE
LINE TABLE CURVE TABLE
LINE BEARING DISTANCE CURVE LENGTH RADIUS BEARING CHORD
L1 S5714'02"E 44.09' C1 25.23' 30.00' 557'59'21"W 24.49'
L2 N5714'02"W 47.91' C2 47.24' 60.00' N5911'34"E 46.03'
L3 N56'43'49"W 55.47' C3 20.19' 60.00' N27'19'50'E 20.09'
L4 N34'06'08"E 73.60' C4 77.28' 60,00' N1912'23"W 72.05'
NOTES: REFERENCES
1. TRAVERSE ADJUSTED BY LEAST SQUARES ADJUSTMENT 1. ALL DEEDS AND MAPS SHOWN HEREON:
METHOD; RAW ERROR OF CLOSURE IS 1:122040 2 CABARRUS COUNTY ON-UNE G.I.S.TAX MAP.
2. AREAS COMPUTED BY COORDINATE COMPUTATIONS 3. MAP TITLED: RECOMBINATION SURVEY OF MIDLAND
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND INDUSTRIAL PARK,DATED: FEBRUARY 27,2020,
DISTANCES UNLESS OTHERWISE NOTED. BY:CONCORD ENGINEERING AND SURVEYING,INC.
4. SUBJECT PROPERTIES LOCATED IN ZONE X(AREAS SIGNED BY: JAMES E CRADDOCK LICENSE NO.
DETERMINED TO BE OUTSIDE THE 0.274 ANNUAL CHANCE L-3039,MB:83 PG:50 IN THE CABARRUS COUNTY
FLOODPLAIN)AS PER FIRM.MAP NUMBER 3710554300L, REGISTER OF DEEDS.
EFFECTIVE DATE NOVEMBER 18.2018.
5. BASIS OF NC GRID NAD 83(2011),EPOCH 2010.00 WAS
DERIVED FROM NCGS NETWORK RTK ON SEPTEMBER 21,
2017.THIS WAS A CLASS A SURVEY(POSITIONAL
TOLERANCE<0.102 GEOID MODEL GEOID128 AND UNIT
OF MEASUREMENT IS U.S.SURVEY FEET.(AS PER MB:83
PC:50,REF.#3)
6. PROJECT POINT OF LOCALIZATION IS TRAVERSE NAIL#101;
N-539,137.306',E-1,547,465.097',ELEV-518.57',
C.G.F.-0.999853511
7. THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS
OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLNA
(21 NCAC 56.1600).
8. NO EVIDENCE OF RECENT EARTH MOVING WORK,BUILDING
CONSTRUCTION,OR BUILDING ADDITIONS OBSERVED IN THE
PROCESS OF CONDUCTING THE FIELDWORK.
THIS MAP MAY NOT BE A CERTIFIED
SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT
REGULATIONS AND HAS NOT BEEN
REVIEWED FOR COMPLIANCE WITH
RECORDING REQUIREMENTS FOR
PLATS.
SHEET 2 OF 2
PLAT CERTIFICATION EASEMENT SURVEY
I,DAVID L HAYWOOD,JR.CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED 14205 SLATEBROOKS
DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON);THAT THE PROPERTY OFI
BOUNDARIES NOT SURVAIEU ARE CLEARLY INDICATED AS DRAWN FROM NUMBER 10 TNMSHIP CABARRUS CO.NC
INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:122040; THAT THIS THE REQUIREMENTS OF ADDRESS 14205 SLATDBI000KS DR MIDLAND .RC
THE STANDARDS OF PRACTICE FOR p y NORTH CAROLINA LOT x BLS X . 28107 __
2g21 NCAC 56.1600); AND THAT: \\<�'( 7//
D.THE SURVEY IS OF ANQ \GATFay•S u1,4 THE PLAT RECORDED IN K8 ,PG ,DEED RECORDED IN DB.16 .PG 1�
RECOMBINATION OF OW RT ®EL'S,`Y/Fi40 RyO90EREO SURVEY, FER CI�R ATLANTIC do SOUTHERN EQUIPMENT LLC
OR OTHER EXCEPTION-TO NOTION .-.�`UMIVISION;
WITNESS MY ORIGINAL SIGNATII' -EGISTF(}Ei( NUM9EFYA2D SEAL THIS SCALD 1 IM.- 100 FT. DATE: JANUARY 31 •20 24
31ST DAY OF JANUARY,20 4 22
` .r�i1�p 0 1� CIVIL - GEOTECHNICEYING
�YJ�e NL FIRM UCOCE III c-0262
/ , / • / y/ L' 7 45 SPRING STREET SW COCORD(70A)796-5404
/'iL�``'' 1. Q �� / / "'� CONCORD.NC 29025
PROFESSIONAL LAND SURVEYURV SE NO.L- 22 { ACAD FILE.POND EASDD;NT.➢MG
1irn111
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EXHIBIT C
Operations and Maintenance Manual
[The executed Operations and Maintenance Manual follows on next pages.]
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16877 0358
Operation & Maintenance Agreement
Project Name: Atlantic & Southern (formerly Pinnacle Cranes)
Project Location: 14211 Slatebrooks Drive
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the SCM(s).
The SCM(s) on this project include (check all that apply& corresponding O&M sheets will be added automatically):
Infiltration Basin Quantity: 0 Location(s):
Infiltration Trench Quantity: 0 Location(s):
Bioretention Cell Quantity: 0 Location(s):
Wet Pond Quantity: 0 Location(s):
Stormwater Wetland Quantity: 0 Location(s):
Permeable Pavement Quantity: 0 Location(s):
Sand Filter Quantity: 1 Location(s): Northing 538856, Easting 1547728
Rainwater Harvesting Quantity: 0 Location(s):
Green Roof Quantity: 0 Location(s):
Level Spreader- Filter Strip Quantity: 0 Location(s):
Proprietary System Quantity: 0 Location(s):
Treatment Swale Quantity:_ 1 Location(s): Northing 538672, Fasting 1547205
Dry Pond Quantity: 0 Location(s):
Disconnected Impervious Surface Present: No Location(s):
User Defined SCM Present: No Location(s):
Low Density Present: No Type:
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party:
Title & Organization: President, Atlantic & Southern Equipment, LLC
Street address: 1642 Forrest Parkway
City, state, zip: LakeCity, GA 30260
Phone number(s): 404 479 9787
Email: steven evans c(�atlanticandsouthern.com
/ � Date:
Signature: f
Jane B. Devers , a Notary Public for the State of Georgia
County of Clayton , do hereby certify that Steve Evans
personally appeared before me this 28th day of March 2024 and
acknowledge the due execution of the Operations and Maintenance Agreement .
Witness my hand and official seal,
0
MAY '?
® 3 11 °
%C 5 '
49 c
a®
Seal ®®®0,4 �11P1� ®®®® My commission expires 9 /�
STORM-EZ 9/8/2023
Version 1.5 O&M Agreement Page 1 of 4

- 1877 03
Sand Filter aintenanc59
e Requirements
Important operation and maintenance procedures:
- Manage the drainage area to reduce the sediment load to the sand filter.
- Clean out the sedimentation chamber or forebay whenever sediment depth exceeds six inches.
- At least once a year, skim the sand media
- Replace the sand filter media whenever it fails to function properly after maintenance.
After the sand filter is established, it shall be inspected quarterly and within 24 hours after every storm event greater
than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept in a known
set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
Entire sand filter Trash/debris is present. Remove the trash/debris.
Adjacent pavement (if Sediment is present on the
applicable) pavement surface. Sweep or vacuum the sediment as soon as possible.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
The perimeter of the sand formed. time fertilizer application.
filter
Vegetation is too short or Maintain vegetation at an appropriate height.
too long.
The structure is clogged. Unclog the structure and dispose of sediment in a location where
The flow diversion it will not cause impacts to streams or the SCM.
structure (if applicable) Make any necessary repairs or replace if the damage is too much
The structure is damaged. for repair.
The inlet pipe is clogged (if Unclog the pipe and dispose of sediment in a location where it will
applicable). not cause impacts to streams or the SCM.
The inlet pipe is cracked or
otherwise damaged (if Repair or replace the pipe.
applicable).
The inlet device Regrade the swale if necessary and provide erosion control
Erosion is occurring in the devices such as reinforced turf matting or riprap to avoid future
swale (if applicable). problems with erosion.
Stone verge is clogged or Remove sediment and clogged stone and replace with clean
covered in sediment (if stone.
applicable).
Sediment has accumulated Search for the source of the sediment and remedy the problem if
to a depth of greater than possible. Remove the sediment and dispose of it in a location
six inches. where it will not cause impacts to streams or the SCM.
Sediment chamber
(forebay) Erosion has occurred. Provide additional erosion protection such as reinforced turf
matting or riprap if needed to prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by hand. If a pesticide is used,
wipe it on the plants rather than spraying.

16877 0360 Sand Filter Maintenance Requirements (continued)
SCM element: Potential problem: How to remediate the problem:
Sand chamber and Water is ponding on the Check to see if the collector system is clogged and flush if
underdrain collection surface for more than 24 necessary. If water still ponds, remove the top few inches of filter
bed media and replace. If water still ponds, then consult an
system hours after a storm.
appropriate professional.
Clogging has occurred. Clean out the outlet device and dispose of sediment in a location
where it will not cause impacts to streams or the SCM.
The outlet device
The outlet device is Repair or replace the outlet device.
damaged.
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the sand
filter are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.

Treatment Swa a ai' ntenance Requirements
Important operation and maintenance procedures:
The drainage area of the grassed swale will be carefully managed to reduce the sediment load to the
- grassed swale.
After the initial fertilization to establish the grass in the swale, fertilizer will not be applied to the
- treatment swale.
The grassed swale will be inspected quarterly. Records of operation and maintenance shall be kept in a known set
location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, re-sod (or plant
erosive gullies have with other appropriate species) and water until established.
formed. Provide lime and a one-time fertilizer application.
Sediment covers the grass Remove sediment and dispose in an area that will not impact
at the bottom of the swale. streams or SCMs. Re-sod if necessary.
The entire length of the Vegetation is too short or Maintain grassed vegetation such that the swale or vegetated
swale too long. area does not erode during the peak flow from the 10-year storm
Determine the source of the problem: soils, hydrology, disease,
Grass is dead, diseased or etc. Remedy the problem and replace plants. Provide a one-
dying. time fertilizer application to establish the ground cover if
necessary.
Trees and/or other woody Remove the trees and woody vegetation from the treatment
vegetation are present in swale, regrade the treatment swale if necessary and re-establish
the treatment swale. grass as shown on the approved plans.
Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device (if
applicable)
The outlet device is Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the
treatment swale are
causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.