N1101_WhitesidesLCIDLandfill_20190426

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
April 26, 2019
Terry Whitesides
T&L Grading, Inc.
P.O. Box 1534
Bessemer City, NC 28016
Re: Land Clearing & Inert Debris Notification for Site Less than Two Acres in Size
Whitesides / T&L Grading, Inc. Notified LCID Landfill
1225 Old Providence Road
Gastonia, Gaston County
Latitude: 35.21288, Longitude:-81.23762
Recordation: Book 5027 Pages 2265-2273
File ID No. N1101
Dear Mr. Whitesides:
The Solid Waste Section has received your recorded Land Clearing and Inert Debris (LCID) landfill
notification for the above referenced facility on March 4, 2019. Please be aware that the notification
process does not satisfy the conditions for an individual LCID permit greater than two acres in size.
In accordance with 15A NCAC 13B .0563(1), facilities larger than two acres must comply with more
stringent requirements for an individual permit. Please be aware that the land owner and facility
operator will be subject to enforcement action if the facility is in violation of any of the requirements
in North Carolina Solid Waste Management Rules 15A NCAC 13B Sections. 0563,.0564, and .0566.
1) When the property is sold, leased, conveyed or transferred, the deed or other instrument of
transfer shall contain in the description section a statement that clearly states the property was
used as a Land Clearing and Inert Debris landfill and shall reference the above noted deed book
and page for the Notification form. The statement shall be in type that is no smaller than the
size used in the body of the deed or instrument.
2) Amendments or revisions to the Solid Waste Management Rules or the violation of groundwater
standards may necessitate modification of the construction, operation, or closure of this facility.
3) This notification is not transferable. Any changes in ownership require that a new notification
be submitted.
4) Aland clearing and inert debris landfill as defined in Rule .0101(22) means a facility for the land
disposal of land clearing waste, concrete, brick, concrete block, uncontaminated soil, gravel and
rock, untreated and unpainted wood, and yard trash.
O. Mmenr m Bwrm-Ul wanN
North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street 11646 Mail Service Center I Raleigh, North Carolina 27699-1646
919.707.8200

Terry Whitesides, T&L Grading, Inc.
Whitesides Notified LCID Landfill
April 26, 2019
Page 2 of 3
a) Land Clearing Waste as defined in Rule .0101(23) as solid waste which is generated solely
from land -clearing activities, limited to stumps, trees, limbs, brush, grass, and other naturally
occurring vegetative material.
b) Yard Trash as defined in Rule .0101(55) means solid waste resulting from landscaping and
yard maintenance such as brush, grass, tree limbs, and similar vegetative materials
c) As provided under North Carolina General Statute 130A-309.09B (a)(1), used asphalt or
used asphalt mixed with dirt, sand, gravel, rock, and concrete may also be accepted for
disposal.
5) Site preparation and construction shall be in accordance with 15A NCAC 13B .0564, Siting
Criteria for LCID Landfills. Buffers to property lines, water bodies, wells, and structures must
be maintained in perpetuity unless otherwise approved by the Division.
6) The facility must be operated in accordance with 15A NCAC 13B .0566, Operational
Requirements for LCID Landfills.
7) The facility must comply with the sedimentation and erosion control requirements contained in
15A NCAC 4, Sedimentation Control. Construction and operations involving sedimentation and
erosion control activities greater than one acre typically require approval from the Land Quality
Section. You should contact the Division of Energy, Mineral and Land Resources (DEMLR) at
[phone] to determine whether your disposal activities require approval. Please note that
some local governments have delegated authority by DEMLR to require permits for land
disturbing activities less than one acre in size via local ordinance.
8) Groundwater quality at this facility is subject to the classification and remedial action provisions
of 15A NCAC 2L, Classifications and Water Quality Standards. Please contact the Division of
Water Resources at [phone] for additional information.
9) Closure of the facility shall be in accordance with 15A NCAC 13B .0566(5). The closure
requirements stipulate that at least one foot of suitable soil cover be applied within 120 calendar
days after completion of any phase of disposal operations or upon revocation of the
authorization. The soil cover must be sloped to allow surface water runoff in a controlled manner.
Please note that the regulations give the Solid Waste Section the authority to require further
actions if needed to correct any adverse condition.
Be aware that the state rules governing solid waste management (15A NCAC 13B), including the
rules applicable to land clearing and inert debris landfills mentioned above, are currently
undergoing a rule readoption process which may result in changes to some rules. Updates on
the readoption process and draft rule changes will be posted on the Solid Waste Section's Rule
Readoption webpage here: https://deg.nc.gov/about/divisions/waste-management/solid-waste-
section/rules-review.
Please contact Deb Aja, Environmental Supervisor for the Western Region, at 919-296-4702,
[e-mail] to discuss the site review prior to beginning operations.
North Carolina Department of Environmental Quality i Division of Waste Management
217 West Jones Street 11646 Mail Service Center I Raleigh, North Carolina 27699-1646
919.707.8200

Terry Whitesides, T&L Grading, Inc.
Whitesides Notified LCID Landfill
April 26, 2019
Page 3 of 3
Should you have any questions or need additional assistance, please do not hesitate to contact me
at [phone], iason.watkins(a�ncdenr.gov.
Sincerely,
Digitally signed by
po—
Jason M. Watkins
Date: 2019.04.26
16:57:13-04'00'
Jason M. Watkins
Field Operations Branch Head
Div. of Waste Management — Solid Waste Section
cc: Jessica Montie, Compliance Officer, SWS
Deb Aja, Western District Supervisor, SWS
Kim Sue, Environmental Senior Specialist, SWS
North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street 11646 Mail Service Center I Raleigh, North Carolina 27699-1646
919.707.8200

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MICHAEL SCOTT
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Doc ID: 018874730009 Type: CRP
Recorded: 03/01/2019 at 02:35:40 PM
Fee Amt: $26.00 Page 1 of 9
Revenue Tax: $0.00
Gaston, NC
Susan S. Lockridge Register of Deed:
13K5027PG2265-2273
( 4o T4 L 6
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NORTH CAROLINA
EM*WMWAW
LAND CLEARING AND INERT DEBRIS LANDFILL NOTIFICATION
A Land Clearing and Inert Debris landfill as defined in 15A NCAC 13B .0101(22) means a facility for the land disposal of
land clearing waste, concrete, brick, concrete block, uncontaminated soil, gravel and rock, untreated and unpainted wood,
and yard trash.
In addition to the above waste materials, used asphalt as provided for under North Carolina General Statute 130A-
309.0913(a)(1): used asphalt or used asphalt mixed with dirt, sand, gravel, rock, concrete, or similar nonhazardous
material is also allowed for disposal.
Pursuant to 15A NCAC 13B .0563(2), the land owner(s) and operator(s) of any Land Clearing and Inert Debris Landfill
under two (2) acres in size shall submit this notification form to the Division prior to constructing or operating the landfill.
This form and required attachments listed in the instructions at the end of the form must be filed for recordation in the
Register of Deeds' Office. The Register of Deeds shall index the notification and attachments under the name of the
owner(s) of the land in the county or counties in which the land is located The Register's seal and the date, book, and
page number of recording must be included on this form when submitted to the Division. This notification is not valid to
authorize operation of a landfill unless complete with required attachments, accurate, recorded, and submitted to
the Division as required by 15A NCAC 13B ,0563(2)(b).
Facility Name:
s n I
2. Facilitylocation(street address): ) QJ,4
City. (—�as��n7e�- County. ���as�� Zip:
Directions to Site:
T reV7V4I4e—c— A-71 e—

4. The land on which this landfill is located is described in the deed recorded in:
Deed Book: I-179q Page: �,3LI County: PIN: 767
5. GPS Coordinates Lat: Long:
(decimal):
6. Name of land owner: k L
7. Mailing address of land owner: p(% �,"C ) ��
City: ; 5 e--I--c_I— G?,L—v State: NC_ Zip.
f /
8. Phone # and e-mail of land owner: (OH) 734 —,37 d P
If the land is owned by more than one person, attach additional sheets with the name, address, and phone numberof all
additional land owners.
9. Name of operator: - I rr y khll �
10. Business name of operator: —
11. Mailing address of operator:
City: &_53e_q1t" C'?:�, State. C__ Zip:
12. Phone # and e-mail of operator:
If the landfill is operated by more than one person, attach additional sheets with the name, address, and phone number of
all additional operators:
13. Projected use of land after completion of landfill operations: —gr)cu 4vm . / PG_s4-vrer
14. Date of local government zoning approval: �S
A copy of the local government approval shall be attached.
15. Date of response from the State Historic Preservation Office: 2/26/2019
A copy of the response from SHPO shalt be attached. Solid Waste Section staff can assist with this approval if needed.
16. Date of response from the NC Natural Heritage Program: 2/7/2019
A copy of the response from NC NHP shall be attached. Solid Waste Section staff can assist with this approval if needed.
17. Date of approval from the NC Division of Energy, Mineral,
and Land Resources, Erosion and Sediment Control, or 1
delegated local government program:
A copy of the DEMLR or local government approval letter or certificate shall be attached.
18. Attach a site map showing the disposal area and all applicable buffers and other siting criteria, or provide the
map boom and page number of the landfill plat recorded with the register of deeds:
Map Book:
Map Page #:
North Carona Depat%eni,of frMronmentarr. Wlty-1 NvMortof Waste My nagerhent
Z?'Wrs.C'JonesStne t'I16.46Mail SerulceCent& I Raleigh,.Nor6Carallna276,991-1646
919.707.8�60

Certification by Corporate Land Owner:
I certify that the information provided by me in this notification is true, accurate, and complete to the best of my
knowledge. The facility siting and disposal operations of this Land Clearing & Inert Debris landfill will comply with the
requirements of Sections .0563, .0564, and .0566 of 15A NCAC 13B, North Carolina Solid Waste Management Rules.
The facility and operations of this landfill will also comply with all applicable Federal, State, and Local laws, rules,
regulations, and ordinances. Where the operator is different from the corporate land owner, the corporate land owner, has
knowledge of the operator's plans to dispose of solid waste on the land and is specifically granted permission for the
operation of the landfill. It is understood that both the corporate land owner and operator are jointly and severally liable for
improper operations and proper closure of the landfill as provided for by North Carolina General Statute 130A-309.27. I
further understand that North Carolina General Statute 13OA-22 provides for administrative penalties of up to fifteen
thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management Rules. It is further understood
that the Solid Waste Management Rules may be revised or amended in the future and that the facility siting and
operations of this landfill will be required to comply with all such revisions or amendments.
Aorarlo�r N
� `,M�n•. �� III.
1,ident or \4c�oPresident Name
�,,,,...,.. .
Date
Attest:
Corporate Secretary Name (Print)
resid or Vice -President Signature Corporate Secretary Signature
North Carolina
County
a Notary Public for said County and State, do hereby certify that
(name of secretary) personally appeared before me this day and acknowledged
that he (or she) is secretary of (name of corporation), a corporation, and the by
authority duly given as the act of the corporation, the forgoing instrument was signed in its name by its
c1z.n4- (president or vice-president), sealed with its corporate seal, and attested by
himself (or herself) as its secretary.
Witness my hand and official seal, this the � �i ion day of20%
BRAND=WHITE-SIDESSNotary PulineGaComes11 Ju
Notary Public
My commission expires 5-vo a- o2(-,4A , 20 P� .
LCID Notification Package 2018

GASTON COUNTY
APPLICATION FOR ZONING PERMIT Z is _ 0
0 NON-RESIDENTIAL OR MULTI -FAMILY USE
OWNER WHITESIDES LANDFILL - T & L GRADING
ADDRESS 144 TONYA RD
CITY ICINGS MOUNTAIN STATE NC ZIP 28086 DAY PHONE [phone]
TAX ID # 1 d-72-4 PID 226767 CENSUS TRACT 317.94 ZONING R 1/ US SITE PLAN 4 ZPI S-01
WATERSHED NIA FEMA # 3534J ID # 166496 PROPOSED USE MINOR LANDFILL
LOCATION 1225 OLD PROVIDENCE RD
PRINCIPLE STRUCTURE ACCESORY STRUCTURE SIGN RESTRICTIONS
PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED
(FROM STREET RIGHT-OF-WAY AND PROPERTY LTNES)
FRONT UDOSEC. 8.3.5 FRONT ---- FRONT ... FRONT-- TYPE --- TYPEE--
RE4R REAR REAR REAR --• # OF SIGNS -- # OF SIGNS ---
L SIDE L SIDE—
L SIDE — L SIDE AREA AREA---
R SIDE R SIDE R SIDE — R SIDE --- ILLUM. -- LLLUM. --
HEIGHT HEIGHT HEIGHT — HEIGHT
WIDTH @ B/L WIDTH @ B/L WIDTH @ B/L — WIDTH @ WL —
LOCATION ---
WATER: PUB.❑/ PRiv.[] 1 CUMM.❑ SEWER: PUB.❑ I PRIV.❑ / COMM.❑ PARKING: REQUIRED o PROPOSED o
# EMPLOYEES 0 # SEATS I PATRONS o # COMPANY VEHICLES o
LOT SIZE. 32,25 BUILDINGS FT. NONE PROPOSED NOW
Q ROAD FRONTAGE 1115.57
COMMENTS; 2.0 ACRES FILL AREA ONLY
THIS PERMIT IS FOR THE LAND USE AND FILL AREA ONLY AND IS NOT PERMITTING THE FUTURE PROPOSED PLANS AS NOTED ON THE SITE PLAN
REFERENCE UDO SECTION 8.3.5 - LANDFILL, LAND CLEARING AND INERT DBBRES (LCID) (NUNOR)
PLOT PLAN I DIRECTIONS
Road Map (Nat to Scale)
APPLICANT NAME (if not owner): T & L GRADING PHONE # [phone]
ADDRESS:
CITY: STATE: ZIP:
The undersigned hereby certifies that he/she is either the owner or the authorized agent of the owner and hereby makes application for a permit
and inspection of work described and agrees to comply with all applicable laws regulating the work. This permit expires six (6) months from
date of issue if not used and validated. I also agree to allow employees of Gaston County to enter this property during reasonable hours for the
purpose of making zoning and building inspections.
�"n,' SA 14 2 16 r TOTAL FEE $ . �_
APPLICANT SIGNATURE DATE AP ROVED BY D TE RECEIPT#
ZONE BY DATE YIN AY DATE YIN BY DATE YIN r
EXPIRATION DATE: lI j
SITE BY DATE YIN BY DATE YIN BY DATE YIN P.O. Box 1578, Gastonia, NC 280 - (7 ) 866-3075

GASTON COUNTY
Gaston County
Soil Erosion and
Sedimentation Control
Program
www.gastongov.com
/departments
/Natural -Resources
CONTACT:
Gaston Natural
Resources Department
1303 Cherryville Hwy
Dallas, NC 28034
Telephone: [phone]
Gaston County
Belmont
Bessemer City
Cherryville
Cramerton
Dallas
Dellview
Gastonia
High Shoals
Kings Mountain
Lowell
McAdenville
Mount Holly
Ranlo
Spencer Mountain
Stanley
Mission Statement
"To provide leadership
and conservation
assistance to the
people of Gaston
County to improve and
sustain their soil,
water, air, plant and
wildlife resources."
Gaston Natural Resources Department
Soil Erosion & Sedimentation Control
RE: Letter Of Approval With Modifications
Date: 04/18/2018
Project Name
Whitesides Landfill
Responsible Person
Terry Whitesides - T&L Grading Inc.
Address
144 Tonga Rd.
City, State, Zip
Kings Mountain NC 28086
Location
Old Providence Rd. (SR #1126)
Submitted By
Franklin S. Craig, P.E.
Date Received: 04/04/2018
1 ❑ New Submittal
El Revision
Watershed
Crowders Creek
I
attn: Terry Whitesides/T&L Gradinci
The Erosion and Sedimentation Control Plan submitted for the above project has been
reviewed and is approved with modifications as listed on the next page.
This approval is conditioned upon the incorporation or addition of these modifications to the
Plan. If these modifications are not included in the plan and implemented on
the construction site, the site will be in violation of the Gaston County Soil
Erosion and Sedimentation Control Ordinance (Section 18 (k) and the
Sedimentation Pollution Control Act of 1973. (G.S. 113A-61.1(c))).
Please be advised that the Ordinance (Section 18 (c) and Title 15 NCAC 04B.0127(b)
requires that a copy of the approved Soil Erosion & Sedimentatioin Control Plan be on file at
the job site. This letter is also Notice required by the Ordinance (Section 21) and G.S.
113A-61.1 of our right of periodic inspection to insure compliance with the approved plan.
After commencement of this project, if it is determined that the Soil Erosion & Sedimentation
Control Plan is inadequate to meet the regirements of the Ordinance (Section 18 (c)(f) and G.S.
113A-51 through 66), this office may require revisions to the Plan and implementation of the
revisions to insure compliance.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended
form if there are any changes in the information included on the form. Please notify our office
(704-922-4181) at least 48 hours before commencement of the land -disturbing
activity. (Ordinance Section 8 (e).
Sincerely,
GASTON COUNTY
NATURAL RESOURCES DEPARTMENT
Jonathan Boerger: Conservationist
[e-mail]
Gaston County Erosion & Sedimentation Control Program
Pagel

Page 2
Gaston County
Soil Erosion and
Sedimentation Control
Program
www.ciastonciov.com
/departments
/Nat u ral-Resources
CONTACT:
Gaston Natural
Resources Department
1303 Cherryville Hwy
Dallas, NC 28034
Telephone: [phone]
Gaston County
Belmont
Bessemer City
Cherryville
Cramerton
Dallas
Del lview
Gastonia
High Shoals
Kings Mountain
Lowell
McAdenville
Mount Holly
Ranlo
Spencer Mountain
Stanley
Mission Statement
"To provide leadership
and conservation
assistance to the
people of Gaston
County to improve and
sustain their soil,
water, air, plant and
wildlife resources."
Soil Erosion & Sedimentation Control
Plan Review
Reasons for Approval with Modifications
Verify proper skimmer sizing for new (increased) drainage area.
Verify and ensure that plan meets all parameters for beneficial landfill,
per Gaston County Planning Department requirements.
Sheet C-2: Denuded area (listed under "Erosion Control Notes") should be
updated to reflect revised acreage.
CC1:
CC2:
1303 Cherryville Highway, Dallas, NC 28034
Citizens Resource Center
Telephone: [phone]

SITE SUMMARY:
OWNER: T & L GRADING, INC.
144 TONYA ROAD
KINGS MTN, NC 28086
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CONSTRUCTION PLANS
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T& L GRADING/ WHITESI ES LANDFILL
OLD PROVIDENCE ROAD
STONI , NC
—� \ \ \ \ \ \ \ \ PID# 142475 / / % I // / /// , / I I I 1 \ \\
JAMES P. FALLS SR. \
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W.B. 7E PG. 1306 CONTROL
S 507955" E 970.15' — — _ — — —ZONING: R1 — — — — — — CO 2NER__ ___ — — — —
S' 507955" E 813.85'
PID# 142665I)— // AE LINE
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SHEET INDEX
C-S COVER SHEET
EC-1 EXISTING CONDITIONS
C-1 GRADING & DRAINAGE PLAN
C-2 EROSION CONTROL PLAN
C-3 DETAIL SHEET
SUBJECT: WHITESIDES LANDFILL
SITE ADDRESS: 1225 OLD PROVIDENCE ROAD (SR# 1126)
PROPOSED USE: MINOR LANDFILL
ZONING: R-1 TAX DISTRICT: CHAPEL GROVE FD
DEED BOOK: 4937, PG 1851
PARCEL #:226767 PIN#: 353410455
NEIGHBORHOOD #: 5CM03 CROWDERS CREEKPT3
OWNER ID #: 1683102
AREA: 32.25 AC
TOWNSHIP: GASTONIA TOWNSHIP
FLOOD DATA: GASTON COUNTY
FLOOD ZONE: X-(MINIMAL FLOOD RISK)
CID: 3522 PANEL #: 370099
MAP #: 37103522003J
PANEL EFFECTIVE DATE: SEPT. 28, 2007
LATITUDE: 35.21288
LONGITUDE:-81.23762
SETBACKS: FRONT SETBACK = 50'
REAR SETBACK = 20'
SIDE SETBACKS =-20'
SITE IS ADJACENT TO CROWDERS CREEK
MAX PERIOD OF OPERATION IS 3 YEARS
LANDFILL HOURS OF OPERATION: 8:OOAM TO SUNSET
MONDAY- SATURDAY
100, 0 50' 100, 200' 400'
SCALE: 1" = 200'
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ISSUE DATE: DEC 20, 2017
NO. DATE I REVISION
1 1.15.2018 GCNR COMMENTS
2 3.20.2018 GC COMMENTS

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SANDY
CREEK
COURTNEY COVE CT.
F
VICINITY MAP
NOT TO SCALE
LINE
BEARING
DISTANCE
L 1
N 78 06 43" W
109.24'
L2
N 02 03'19" E
105.75'
L3
N 0203'13" E
38.25'
L4
N 060126" W
28.64'
L5
N 3704740" E
33.21'
L6
N 0439'12" E
21.81'
L7
N 6873'42" E
77.86'
L8
N 147020" E
12.69'
L9
N 613152" W
81.50'
L 10
N 22 03'07" E
19.74'
L11
N 722737" E
36.44'
L12
N 467228" E
38.78'
L 13
N 3135 53" W
42.31'
L14
N 207020" W
25.73'
L15
N 752755" E
71.76'
L16
N 2544'17" E
43.04'
L 17
N 80 52 59" E
15.09'
L 18
S 70 5359" E
35.47'
L19
N 550456" E
72.21'
L20
N 88 53'18" E
35. 11'
L21
N 390758" E
12.40'
L22
N 07'54 44" W
25.39'
L23
N 293043" E
14.67'
L24
N 6851'10" E
48.03'
L25
S 752130" E
25.22'
L26
N 6875'39" E
64.99'
L27
I N 850735" E
56.32'
L28
N 3834 20" E
32.12'
L29
N 3078'40" E
27.38'
L3O
N 495703" E
32.83'
L31
S 807353" W
1 99,
L32
N 060220" W
1 4.45'
L33
S 07'0427" E
1 25.55'
\ Cjq
O �..
I \ `p
F�
�\CO / / \ \ PID# 142475
JAMES P. FALLS SR.
EI P
/ \ \ W.B. 7E PG. 1306 CONTROL
/ \ \ - - - - - - - - - - - - - S 5029 55" E 970.15' - - - - - -ZONING: R1 S 5029 55" E 613.85'
/ bbb-E---I P 1 � - - --- - - ,CORNER - - - -- - - -- - - - - -
/ \ \ ,\ TIE LINE
MARYD.INEWSOME 5 / I I I r' / `
D.B. 4745 FG. 1854 /
ZONING: R1
�o�` \ \ \ \ IIIIII ICI I� I II 11
I
FALLS BRANCH IS - - I I I I
(PROPERTY LINE / I ���std,
1 NQ FLOOD PER N.C. FEMA
JUMPER & OAKLEY
NOT.F: / - _ �-- � l I > IV61,
DEEPS CALL FOR C BRANCH // ��'- ��� �\ \ `s0 I>
D L / \
Cp�--------_��
>
s6,
PID# 223355
\�716 III : I I I D.B. 47/SMITH 87 PG.
\ \ \ \ \\ P.B. 83 PG. 55
ZONING: R1
XISTING DIRT/ GRAVEL ROAD \ \\\ \ \ \\\ \ 722
7241
/ v
J
/ / / I / / ` \ \ \ \\\ \\ \ \\ \\ \\\\\\ \ \` 726�(
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
Cl
40.00'
20.30'
20.08'
S 7870'40" W
C2
169.10'
47.64'
47.49'
S 8438'30" W
C3
423.87'
110.76'
110.44'
S 877649" W
C4
423.87'
128.23'
127.74'
N 7634 O1 " W
C5
27780.13'
174.82'
174.82'
N 70 00 20" W
490.88'
105.25'
105.05'
N 7530'55" W
I I III /, / / It728
1,30I y\11111 I II I I I I I I
732� I I\ II
�- I \ 1 ► I , I I I I I , / I j \ \ \ \ \\ \\\\\ \\\\\\\\\\ )JIII►III ►IIII I I I
��// / 1 I I I I I ► I I I I I I / / / \ I \ \ \ \ \ \ � � �\II III I I
734 ,
��--736\�
Q" / / I I� \ \ \ \ \\ \ \ \ \ \ \ \ \ \ , 738 / y� / / ) I I /
742
744
I I \\ \ \ \\\ \ \\ \ \ \ 748/
PID# 142668 750
\ \
ROBERT B. OP,KLEY
D.B. 866 PG. 172
ZONING: Cl
` \ TRACT „B"
32.1059 Acres
1398532.81 Sq. Feet /
\ I I \ \ \ 760
61
90
\
A/b
00 O 'o-1
Q
46
\ \ \ 69020'3 /
SYMBOL LEGEND \ `\N /
F(F) Qp
IRON PIN FOUND
CM(F) E]
IRON PIN SEIUTILITY POLE
IP(s) 0
IRON PIN SET
PK(F) O
P-K NAIL FOUND
FIRE HYDRANT
TP ❑
TELEPHONE PEDESTAL
OVERHEAD UTILITY
UP
UTILITY POLE
LIGHT POLE
wv N
WATER VALVE
Q
PROPOSED SANITARY SEWER MANHOLE
_SS -SS
PROPOSED SANITARY SEWER LINE
--S---- S----S--
EXISTING SEWER LINE
w w
PROPOSED WATER LINE
--W----W----VN--
EXISTING WATER LINE
UE
UNDERGROUND ELECTRIC
UT
UNDERGROUND TELEPHONE
c
GAS LINE
DRAINAGE DITCH/WATER COURSE
APPROX. TREE/SHRUB LINE
X X X CHAIN LINK FENCE/ FENCE \ \
TEMPORARY STONE FILTER \ i
O SEWER CLEANOUT \ ���G �• �P�\ \ / --o
S SEWER MANHOLE N1,�+
O
FLOW DIRECTIONAL ARROWS
RIPRAP DISSIPATION
DENUDED/CONSTRUCTION LIMITS
TEMPORARY SILT/CONSTRUCTION FENCE
EXISTING DRAINAGE STRUCTURE & PIPE
CURB & GUTTER
602 EXISTING CONTOURS
602 PROPOSED CONTOURS
SEDIMENT BASIN
TEMPORARY CONSTRUCTION ENTRANCE
FEMA FLOODWAY LINE
FEMA 0.2% FLOOD ANNUAL CHANCE FLOOD
HAZARD LINE
CAUTION:
THE LOCATIONS & ELEVATIONS OF EXISTING UNDERGROUND
UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY APPROXIMATE.
NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE
COMPLETENESS OF ACCURACY THEREOF. THE CONTRACTOR
SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE
EXACT LOCATIONS & ELEVATIONS OF UTILITIES PRIOR TO THE
START OF CONSTRUCTION.
NOTE:
ANY REVISIONS TO THE SITE PLAN CANNOT PLACE OTHER ITEMS IN
NON-COMPLIANCE. OWNER IS RESPONSIBLE FOR BRINGING THIS PROJECT
INTO COMPLIANCE WITH ALL APPLICABLE CITY, & COUNTY CODES, LAND
DEVELOPMENT STANDARDS, EROSION CONTROL ORDINANCE & NCDOT
STATE REGULATIONS. THE SITE DESIGNER (CIVIL ENGINEER, LANDSCAPE
ARCHITECT OR SURVEYOR) IS RESPONSIBLE FOR ACCURATELY
PORTRAYING THE ROAD RIGHT-OF-WAY ON THE PLANS. THE RIGHT-OF-WAY
MUST BE RESEARCHED & A TRUE REPRESENTATION OF THE LAND RIGHTS
AS RECORDED IN THE DEED OF REGISTRAR OFFICE MUST BE SHOWN. ALL
PROPOSED IMPROVEMENTS & CONSTRUCTION WITHIN A MAINTAINED
RIGHT-OF-WAY IS TO BE DONE IN ACCORDANCE WITH THE CDOT "WORK
AREA TRAFFIC CONTROL HANDBOOK" (WATCH).
SITE SUMMARY:
OWNER: T & L GRADING, INC.
144 TONYA ROAD
KINGS MTN, NC 28086
SUBJECT: WHITESIDES LANDFILL
SITE ADDRESS: 1225 OLD PROVIDENCE ROAD (SR# 1126)
PROPOSED USE: MINOR LANDFILL
ZONING: R-1 TAX DISTRICT: CHAPEL GROVE FD
DEED BOOK: 4937, PG 1851
PARCEL #:226767 PIN#: 353410455
NEIGHBORHOOD #: 5CM03 CROWDERS CREEKPT3
OWNER ID #: 1683102
AREA: 32.25 AC
TOWNSHIP: GASTONIA TOWNSHIP
FLOOD DATA: GASTON COUNTY
FLOOD ZONE: X-(MINIMAL FLOOD RISK)
CID: 3522 PANEL #: 370099
MAP #: 37103522003J
PANEL EFFECTIVE DATE: SEPT. 28, 2007
LATITUDE: 35.21288
LONGITUDE:-81.23762
SETBACKS: FRONT SETBACK = 50'
REAR SETBACK = 20'
SIDE SETBACKS =-20'
SITE IS ADJACENT TO CROWDERS CREEK
MAX PERIOD OF OPERATION IS 3 YEARS
LANDFILL HOURS OF OPERATION: 8:OOAM TO SUNSET
MONDAY- SATURDAY
60' 0 30' 60' 120' 240'
SCALE: 1" = 60'
ISSUE DATE: DEC 20, 2017
NO. DATE REVISION
1 1.15.2018 GCNR COMMENTS
2 3.20.2018 GC COMMENTS
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VICINITY MAP
NOT TO SCALE
LINE
BEARING
DISTANCE
L 1
N 78 06 43" W
109.24'
L2
N 02 03'19" E
105.75'
L3
N 0203'13" E
38.25'
L4
N 060126" W
28.64'
L5
N 374740" E
33.21'
L6
N 0439'12" E
21.81'
L7
N 6873'42" E
77.86'
L8
N 147020" E
12.69'
L9
N 613152" W
81.50'
L 10
N 22 03'07'" E
19.74'
L11
N 722737" E
36.44'
L12
N 467228" E
38.78'
L 13
N 3135'53" W
42.31'
L14
N 207020" W
25.73'
L15
N 752755" E
71.76"
L 16
N 25 44'17" E
43. 04,
L 17
N 80 52 59" E
15.09'
L18
S 705359" E
35.47'
L19
N 550456" E
72.21'
220
N 8853'18" E
35.11,
L21
N 390758" E
12.40'
L22
N 0754 44" W
25.39'
L23
N 2930'43" E
14.67'
L24
N 6851'10" E
48.03'
L25
S 752130" E
25.22'
L26
N 6875 J9" E
64.99'
L27
I N 850735" E
56.32'
N 383420" E
32.12"
N 307840" E
27.38'
N 495703" E
32.83'
rL28
S 80'13'S3" W
80.99'
N 060220" W
4.45'
S 070427" E
25.55'
CURIVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
Cl
40.00'
20.30'
20.08'
S 7870'40" W
C2
169.10'
47.64'
47.49'
S 8438'30" W
C3
423.87'
110.76'
110.44'
S 877649" W
C4
423.87'
128.23'
127.74'
N 7634 Ol " W
C5
27780.13'
174.82'
174.82'
N 70 00 20" W
490.88'
1 105.25'
105.05'
N 7530'55" W
GENERAL GRADING & SITE NOTES:
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE
CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE LOCATION,
DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER,
TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER
AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY
EXCAVATION. THE OMISSION OF, OR THE INCLUSION OF UTILITY LOCATIONS
ON PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF, OR A
DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO
EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
CONTACT U-LOCO (800-632-4949).
2. SITE DESIGN, GRADING & SITE INFORMATION TAKEN FROM SURVEY BY
TANNER & MCCONNAUGHEY, PA DATED SEPT. 9, 2017.
3. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
4. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
CONTRACTOR MUST HAVE WRITTEN PERMISSION FROM THE OWNER(S) BEFORE
PROCEEDING.
5. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN TOWN
RIGHT-OF-WAY AND DOT RIGHT-OF-WAY SHALL CONFORM TO THEIR
STANDARD SPECIFICATIONS (NCDOT AND GASTON COUNTY)
6. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS
REQUIRED BY STATE AND LOCAL AUTHORITIES.
7. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA CODES.
ALL DRIVEWAYS SHALL BE BUILT IN ACCORDANCE WITH THE GASTON COUNTY
DEVELOPMENT STANDARDS & NCDOT STDS.
8. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE
LOCATION AND DIMENSIONS OF BUILDING AND SURROUNDING AREAS.
9. USE WYES, BENDS, TEES, ETC. AS NECESSARY FOR ALL DRAINAGE PIPES
DRAINING ROOF LEADERS, DOWNSPOUTS, ETC.
10. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO
ENGINEER FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO
MATERIALS OR CONSTRUCTION SHALL BE APPROVED FIRST BY ENGINEERING
/ OWNER PRIOR TO CONSTRUCTION.
11. ALL DESIGN & CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL
CONFORM TO GASTON COUNTY DEVELOPMENT STANDARDS & NC DOT
SPECIFICATIONS.
12. TOP SOIL TO BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY
ENGINEER. ANY UNSUITABLE MATERIALS ON SITE ARE TO BE QUALIFIED BY A
GEOTECHNICAL ENGINEER PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
OWNER OR OWNER REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
UNCOVERED. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS
DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. SOIL TO BE WASTED
AS MUCH ALLOWED TO ENSURE STABILIZED CONTRACTOR TO COORDINATE
WITH GEOTECHNICAL ENGINEER.
13. ANY SUBSURFACE DRAINAGE SYSTEMS TO BE INSTALLED. IF INITIAL
SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS BE
INSTALLED UNDER FOOTINGS AND BUILDING AREA, CONNECTIONS TO BE FIELD
COORDINATED.
14. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF GASTON COUNTY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE. STABILIZATION IS THE BEST FORM
OF EROSION CONTROL.
15. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
16. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE
CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK
AND OTHER ACCUMULATIONS.
18. THE GASTON COUNTY, PLANNING, ZONING & INSPECTIONS
HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS
ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM.
CONTRACTOR TO SUBMIT RETAINING WALL DRAWINGS TO GASTON COUNTY
OFFICE FOR APPROVALS & PERMITS.
19. NON-STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH
DEPARTMENT TRANSPORTATION & GASTON COUNTY) BEFORE INSTALLATION.
20. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE TOWN/COUNTY ENGINEERING DEPT.
21. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 1:1 ALONG REAR BANK
WITH GEOTEXTILE MATTING, & SEED THOROUGHLY FOR STABILIZATION..
22. MAINTAIN MIN. 100' BETWEEN ANY FILL AREA & ANY ADJACENT
PROPERTY LINE.
23. THREE HUNDRED FEET MINIMUM SEPARATION BETWEEN THIS USE &
ANY PRE-EXISTING PRINCIPAL RESIDENTIAL STRUCTURE LOCATED ON A
LOT NOT CONTAINING THE LANDFILL.
24. LANDFILL MAY OPERATE FROM 8:OOAM TO SUNSET- MONDAY
THROUGH SATURDAY (EST).
25. ALL FENCES ON PROPERTY TO BE PER GASTON COUNTY ORDINANCE
SECTION 9.4.2.
.01
/
o � � I
1 II
o.
I /1
I� tss
TYPE "D" BUFFER YARD WIDTH TO EQUAL
30' MINIMUM CANOPY TREES = 5 PER 100',
UNDERSTORY TREES = 4 PER 100', &
P �>
��.7 // \\\ \ ,� MINIMUM SHRUBS 4 PER 100' EXISTING PID# 142475
�P/ / TREES TO SUFFICE FOR TYPE D BUFFER JAMES P. FALLS SR.
/ \ YARD REQUIREMENTS EIP
/ \ W.B. 7E PG. 1306
0'�/ \ EIP S 502955" E 970.15' ZONING: R1 _ CORNER NTROL
/ \\ Q 2
PID# 142665 /
MARY J. NEWSOME 5 / \` - _ - SKIMMER BASIN #12
�2 / - -DRAINAGE AREA= 7.0AC+/----------------------------------------------------------------� \
D.B. 4745 FG. 1854
ZONING: R1 / DENUDED AREA = 5.0 AC +/- \
VOLUME REQUIRED = 9000 CF (5.0 X1800) \
/ VOLUME PROVIDED = 81,376CF (AT SPILLWAY 2 8' \
FALLS BRANCH IS ELEV= 718.00) TO LIMITS OF DISTURBANCE
q (PROPERTY LINE TOTAL STORAGE PROVIDED= 81,376CF (AT TOP FROM PROPERTY LINE \ \
1 NQ FLOOD PER N.C. FEMA OF BERM ELEV = 718.50)
\NOTE: JUMPER & OAKLEY BASIN SIZE =90' X 150' (TOP)
DEEDS CALL FOR CLBRANCH AT SPILLWAY ELEV = 718.00
I 58' X 118'(BOTTOM ) ELEV = 710.00
SPILLWAY WIDTH = 10' MIN. AT ELEV = 718.00
/ TOP OF DAM=718.50 / / \ \ \ \ UTURE "SHOP" AREA \\ \
0 / BOTTOM OF BASIN=710.00
BASIN IS 8.5' DEEP, 8.0' STORAGE
/ QQ TEMPORARY CONTOURS SHOWN IN BASIN
SURFACE AREA = 13500SF AT ELEV 718.50 / \
w / BAFFLE SPECIFICATIONS: SURFACE AREA REQ. = 325 X Q25=20.07X325
o /; -USE POROUS BAFFLES SPACED APPROX. 10'=6522.75SF \ \ \
/ APART. BAFFLE SPACING TO BE CALCULATED USE 2.0" SKIMMER PIPE W/ 1.5" DIAMETER ORIFICE
/ USING TOTAL LENGTH OF BASIN & BAFFLE SET AT TO DRAIN BASIN OVER 5 DAYS. APPROX. 1968CF/ \ \
0�/ 35% RATIO FOR FIRST BAFFLE, 25% FOR SECOND DAY Q25=(.50) (8.03) (5.0)=20.07 CFS \ \ \ \\
.S 5029'55" E 613.85'
PID# 223355
REX W. SMITH
D.B. 4787 PG. 973
P.B. 83 PG. 55
ZONING: R1
BAFFLE, & 25 /o FOR THIRD BAFFLE. (COIR FIBER) NO PERMANENT DETENTION STRUCTURES OR \ \ \ \ -
00 MEASURES ARE NECESSARY FOR SUB -BASIN #1
XISTING DIRT/ GRAVEL ROAD \
93
02 TOP OF DAMN 718.50+/-10'WIDE` \\\ \\ \\
� CLASS I RIPRAP IPAT / /
�� / UNDERLINED WITH FILTER ENUDED/ CONSTRUCTION LIMITS (5.0 ACRES)
FABRIC L=20' W=22' D=2' 718.50-'
41w / / // \ f \ /' / STORAGE AREA
1 2 10' SPILLWAY ELEV+ 718.0 \ \
; o
00 � 718.50\ X
2" SKIMMER THROUGH ROCK FILTER
DAM USE MARLEE SKIMMER OR
-- _ APPROVED EQUAL
_ 718 o .50
POROUS BAFFLES SPACED 10' I 07
1 2 \ APART USE COIR FIBER
\TEMPORARY SILT FENCE (TYP) AT \ + o-' BOTTOM OF SLOPE ON TEMP SKIMMER 18.50 � UTILIZE EXISTING SWALE AS DRAINAGE/ DIVERSION DITCH #1 \\ \\
_ 7
/ CONTOURS - - -
/ p/ USE TEMPORARY LINER FOR DITCH #1 NAG 250 AS REQUIRED \ \
STORAGE AREA FOR TEMPORARY 2�
/SKIMMER BASIN #1 APPROX. 81,376 CF \ x x
Co / STORAGE AVAILABLE \ I
/R_ / - - -DENUDED AREA/ DISTURBED LIMITS- - - - - - - - -
TOP OF DAMN 718.50 +/- 10' WIDE -
b I FINAL GRADING AREAS TO BE
h
STABILIZED PRIOR TO ANY NEW LAN
�' l\ DISTURBANCE
PID# 142668 \ \ \
ROBERT 8. OAKLEY \\
D.B. 866 PG. 172
ZONING: Cl % �
S
\\ \\ TRACT "B" /
32.10589 Acres /
1398532 Sq Feet /
/
/ Ov
% ^D \
\ I
\ 01 \ 1
\
eve
TYPE "D" BUFFER YARD WIDTH TO EQUAL
\ \
30' MINIMUM CANOPY TREES = 5 PER 100',
\ \
/
UNDERSTORY TREES = 4 PER 100', &
\
\
/
\ MINIMUM SHRUBS 4 PER 100' EXISTING
\
\
\ TREES TO SUFFICE FOR TYPE "D" BUFFER
s
`�
YARD REQUIREMENTS
91
56
09
SYMBOLLEGEND
\
IP(F) (g
IRON PIN FOUND
CM(F) E]
IRON PIN SEIUTILITY POLE
IP(s) 0
IRON PIN SET
PK(F) O
P-K NAIL FOUND
!�
FIRE HYDRANT
TP ❑
TELEPHONE PEDESTAL
OVERHEAD UTILITY
UP
UTILITY POLE
7C
LIGHT POLE
wv N
WATER VALVE
0
PROPOSED SANITARY SEWER MANHOL
E
X X X CHAIN LINK FENCE/ FENCE \ \ \
\
TEMPORARY STONE FILTER \
0 SEWER CLEANOUT \
O SEWER MANHOLE \
\
FLOW DIRECTIONAL ARROWS
RIPRAP DISSIPATION
DENUDED/CONSTRUCTION LIMITS \
\
TEMPORARY SILT/CONSTRUCTION FENCE
EXISTING DRAINAGE STRUCTURE & PIPE
CURB & GUTTER \
�.
602 EXISTING CONTOURS \\
602 PROPOSED CONTOURS \
bo SEDIMENT BASIN
I yX �N TEMPORARY CONSTRUCTION ENTRANCE
FEMA FLOODWAY LINE
FEMA 0.2% FLOOD ANNUAL CHANCE FLOOD
HAZARD LINE
EYED \
V ON \
I
I
I
/ ACCESS POINT
/
/
/
O� \ \
2�`N
%y 0��
�0�,��'
SOG y'G 732 III (\ I I I
\ \ \\\\\ \\\\\
\\ \ \\ \\ TYPE "D" BUFFER YARD WIDTH TO EQUAL 6
30' MINIMUM CANOPY TREES = 5 PER 100', 738
I \\\\ \ UNDERSTORY TREES = 4 PER 100', & -IAp
\ \ \ MINIMUM SHRUBS 4 PER 100' EXISTING II i TREES TO SUFFICE FOR TYPE "D" BUFFER l //
\ YARD REQUIREMENTS
746
II \ \ \\ \\ \ \\ \\ \ \\ \\\ \\ \\\ _748 // j////// l// // / \•, \
I I \\ \ \\ \\ \\ 750� �� / / / / / \ \ '0
,oyo
I I FILL AREA IN PHASE I PERMITTED FOR 2 AREAS ONCE AREA
REACHES 2 ACRES- SEED & STABILIZE AREA COMPLETELY
I I BEFORE ANY NEW SECTION CAN BE USED. FILL AREA IS TO B/E
I I SURVEYED & SHOW ON NEW BOUNDARY SURVEY WITH ALL
11 i MEETS/ BOUNDS OF FILL AREAS\\\ \ \ \76l
-64 .,6
�6� �--x/
I I ao >> \
EXISTING 22' +/- DRIVEWAY
22'
SITE SUMMARY:
OWNER: T & L GRADING, INC.
144 TONYA ROAD
KINGS MTN, NC 28086
SUBJECT: WHITESIDES LANDFILL
SITE ADDRESS: 1225 OLD PROVIDENCE ROAD (SR# 1126)
PROPOSED USE: MINOR LANDFILL
ZONING: R-1 TAX DISTRICT: CHAPEL GROVE FD
DEED BOOK: 4937, PG 1851
PARCEL #:226767 PIN#: 353410455
NEIGHBORHOOD #: 5CM03 CROWDERS CREEKPT3
OWNER ID #: 1683102
AREA: 32.25 AC
TOWNSHIP: GASTONIA TOWNSHIP
FLOOD DATA: GASTON COUNTY
FLOOD ZONE: X-(MINIMAL FLOOD RISK)
CID: 3522 PANEL #: 370099
MAP #: 37103522003J
PANEL EFFECTIVE DATE: SEPT. 28, 2007
LATITUDE: 35.21288
LONGITUDE:-81.23762
SETBACKS: FRONT SETBACK = 50'
REAR SETBACK = 20'
SIDE SETBACKS =-20'
SITE IS ADJACENT TO CROWDERS CREEK
MAX PERIOD OF OPERATION IS 3 YEARS
LANDFILL HOURS OF OPERATION: 8:OOAM TO SUNSET
MONDAY- SATURDAY
/C O�Q�; 20' WIDE GRAVEL "HAUL" ROADScrl
y� p,
OGs� 0� O�pM pROpE / / X /
\ \ \ x 46
"HOG" WIRE FENCING
� �� �O 6 ACROSS PROPERTY
G\ P v\ \ \ x / x �NG� FRONTAGE (TYP)
o ��S�' \
°cps
STING DRIVEWAY ACCESS POINT #1
NOTE: NO SIGN WILL BE INSTALLED OR PERMITTED AT
THIS TIME. SIGN WILL BE PERMITTED IN FUTURE
PHASE & SIGN DETAILS TO BE PERMITTED PER
GASTON COUNTY ORDINANCE CHAPTER 12 OF UDO.
'HOG" WIRE FENCING
ACROSS PROPERTY
FRONTAGE (TYP)
60' 0 30' 60' 120' 240'
mmmi
SCALE: 1" = 60'
ISSUE DATE: DEC 20, 2017
NO. DATE REVISION
1 1.15.2018 GCNR COMMENTS
2 3.20.2018 GC COMMENTS
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COURTNEY COVE CT.
VICINITY MAP
NOT TO SCALE
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EIP
PID# 142665
MARY J. NEWSOME
D.B. 4745 F'G. 1854 /
ZONING: R1 /
i
i
FALLS BRANCH IS
4 PROPERTY
EKQLOOD PR N.C. FEMA
GENERAL GRADING & SITE NOTES:
7. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA CODES.
14. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
22. MAINTAIN MIN. 100' BETWEEN ANY FILL AREA &ANY ADJACENT
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING,
ALL DRIVEWAYS SHALL BE BUILT IN ACCORDANCE WITH THE GASTON COUNTY
CONTROL PLAN IS A VIOLATION OF GASTON COUNTY EROSION CONTROL
PROPERTY LINE.
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE
DEVELOPMENT STANDARDS & NCDOT STDS.
ORDINANCE AND IS SUBJECT TO A FINE. STABILIZATION IS THE BEST FORM
CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE LOCATION,
8• THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE
OF EROSION CONTROL.
23. THREE HUNDRED FEET MINIMUM SEPARATION BETWEEN THIS USE &
DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER,
LOCATION AND DIMENSIONS OF BUILDING AND SURROUNDING AREAS.
ANY PRE-EXISTING PRINCIPAL RESIDENTIAL STRUCTURE LOCATED ON A
TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER
15. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
LOT NOT CONTAINING THE LANDFILL.
AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY
9. USE WYES, BENDS, TEES, ETC. AS NECESSARY FOR ALL DRAINAGE PIPES
ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
EXCAVATION. THE OMISSION OF, OR THE INCLUSION OF UTILITY LOCATIONS
DRAINING ROOF LEADERS, DOWNSPOUTS, ETC.
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
24. LANDFILL MAY OPERATE FROM 8:OOAM TO SUNSET- MONDAY
ON PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF, OR A
OWNERS.
THROUGH SATURDAY (EST).
DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO
10. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO
EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
ENGINEER FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO
16. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
25. ALL FENCES ON PROPERTY TO BE PER GASTON COUNTY ORDINANCE
CONTACT U-LOCO (800-632-4949).
MATERIALS OR CONSTRUCTION SHALL BE APPROVED FIRST BY ENGINEERING
CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE
SECTION 9.4.2.
CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK
/ OWNER PRIOR TO CONSTRUCTION.
AND OTHER ACCUMULATIONS.
2. SITE DESIGN, GRADING & SITE INFORMATION TAKEN FROM SURVEY BY
TANNER & MCCONNAUGHEY, PA DATED SEPT. 9, 2017.
11. ALL DESIGN & CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL
18. THE GASTON COUNTY, PLANNING, ZONING & INSPECTIONS
CONFORM TO GASTON COUNTY DEVELOPMENT STANDARDS & NC DOT
HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS
3. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE
SPECIFICATIONS.
ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM.
RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR TO SUBMIT RETAINING WALL DRAWINGS TO GASTON COUNTY
12. TOP SOIL TO BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY
OFFICE FOR APPROVALS & PERMITS.
4. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT
ENGINEER. ANY UNSUITABLE MATERIALS ON SITE ARE TO BE QUALIFIED BY A
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
GEOTECHNICAL ENGINEER PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
19. NON-STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
CONTRACTOR MUST HAVE WRITTEN PERMISSION FROM THE OWNER(S) BEFORE
OWNER OR OWNER REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH
PROCEEDING.
UNCOVERED. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS
DEPARTMENT TRANSPORTATION & GASTON COUNTY) BEFORE INSTALLATION.
DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. SOIL TO BE WASTED
5. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN TOWN
AS MUCH ALLOWED TO ENSURE STABILIZED CONTRACTOR TO COORDINATE
20. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
RIGHT-OF-WAY AND DOT RIGHT-OF-WAY SHALL CONFORM TO THEIR
WITH GEOTECHNICAL ENGINEER.
REQUIRED BY A REPRESENTATIVE OF THE TOWN/COUNTY ENGINEERING DEPT.
STANDARD SPECIFICATIONS (NCDOT AND GASTON COUNTY)
13. ANY SUBSURFACE DRAINAGE SYSTEMS TO BE INSTALLED. IF INITIAL
21. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 1:1 ALONG REAR BANK
6. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS
SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS BE
WITH GEOTEXTILE MATTING, & SEED THOROUGHLY FOR STABILIZATION..
REQUIRED BY STATE AND LOCAL AUTHORITIES.
INSTALLED UNDER FOOTINGS AND BUILDING AREA, CONNECTIONS TO BE FIELD
COORDINATED.
TYPE "D" BUFFER YARD WIDTH TO EQUAL
30' MINIMUM CANOPY TREES = 5 PER 100',
UNDERSTORY TREES = 4 PER 100', &
MINIMUM SHRUBS 4 PER 100' EXISTING
PID# 142475
TREES TO SUFFICE FOR TYPE "D" BUFFER
YJAMES P. FALLS SR.
YARD REQUIREMENTS EIP
W.B. 7E PG. 1306
S 502955" E 970.15CONTROL ' ZONING: R1 S 502955" E 613.85'
CORNER
TIE LINE
SKIMMER BASIN #12 \
DRAINAGE AREA = 7.0 AC
DENUDED AREA = 5.0 AC +/-
VOLUME REQUIRED = 9000 CF (5.0 X1800) \
VOLUME PROVIDED = 81,376CF (AT SPILLWAY \\
ELEV=718.00) ------ \
TOTAL STORAGE PROVIDED= 81,376CF (AT TOP \ \
NOS: JUMPER & OAKLEY OF BERM ELEV = 718.50)
BASIN SIZE =90' X 150' (TOP)
DEEDS CALL FOR CLBRANCH AT SPILLWAY ELEV = 718.00
I 58' X 118'(BOTTOM ) ELEV = 710.00
�0 / I SPILLWAY WIDTH = 10' MIN. AT ELEV = 718.00
/ J TOP OF DAM=718.50
0 / BOTTOM OF BASIN=710.00
BASIN IS 8.5' DEEP, 8.0' STORAGE
TEMPORARY CONTOURS SHOWN IN BASIN / /\\ \ PID# 223355
SURFACE AREA = 13500SF AT ELEV 718.50 / \ \ REX W. SMITH
G BAFFLE SPECIFICATIONS: SURFACE AREA REQ. = 325 X Q25=20.07X325 / \ D.B. 4787 PG. 973
-USE POROUS BAFFLES SPACED APPROX. 10'=6522.75SF \ \ \ \ P.B. 83 PG. 515
Co APART. BAFFLE SPACING TO BE CALCULATED USE 2.0" SKIMMER PIPE W/ 1.5" DIAMETER ORIFICE // `\ \ ZONING: R1
USING TOTAL LENGTH OF BASIN & BAFFLE SET AT TO DRAIN BASIN OVER 5 DAYS. APPROX. 1968CF/ X\ \ \ \
\ \
35% RATIO FOR FIRST BAFFLE, 25% FOR SECOND DAY Q25=(.50) (8.03) (5.0)=20.07 CFS
BAFFLE & 25°/ FOR THIRD BAFFLE (COIR FIBER)
° NO PERMANENT DETENTION STRUCTURES OR
MEASURES ARE NECESSARY FOR SUB -BASIN #1
_ \ \ XISTING DIRT/ GRAVEL ROAD � \
\ _ - \ \
TOP OF DAMN 718.50 +/- 10'WID x� /// // \
CLASS I RIPRAP IPAT
\\)/��� / UNDERLINED WITH FILTER / / , / ENUDED/ CONSTRUCTION LIMITS (5.0 ACRES)
/ FABRIC L=20' W=22' D=2' 718.50- � /
STORAGE AREA
1 10' SPILLWAY ELEV+ 718.0 / \ \ \ \
00 718.50\\ \ x ♦ \ V A
1 2" SKIMMER THROUGH ROCK FILTER
DAM USE MARLEE SKIMMER OR
2
--- -- _ APPROVED EQUAL
718 o .50 l I
POROUS BAFFLES SPACED 10' I 07 \
APART USE COIR FIBER O� \ \ \
\TEMPORARY SILT FENCE (TYP) AT
- BOTT'OM OF SLOPE ON TEMP SKIMMER \ \ + 718 50 / / ,A UTILIZE EXISTING SWALE AS DRAINAGE/ DIVERSION DITCH #1 \\ \\ \ \ \
0
LINE
BEARING
DISTANCE
L 1
N 78 06 43" W
109.24'
L2
N 02 03'19" E
105.75'
L3
N 02 03'13" E
38.25'
L4
N 06 0126" W
28.64'
L5
N 374740" E
33.21'
L6
N 0439'12" E
21.81'
L7
N 6873'42" E
77.86'
L8
N 147020" E
12.69'
L9
N 613152" W
81.50'
L 10
N 22 03'07" E
19.74'
Lll
N 722737" E
36.44'
L 12
N 46'12 28" E
38.78'
L 13
N 3135 53" W
42.31 '
L 14
N 2070 20" W
25. 73'
L15
N 752755" E
71.76'
L 16
N 25 44'17" E
43.04'
L 17
N 80 52 59" E
15.. 09'
L 18
S 70 53 59" E
35.47'
L19
N 550456" E
72.21'
L20
N 88 53'18" E
35.11,
L21
N 390758" E
12.40'
L22
N 0754 44" W
25.39'
L23
N 2930 43" E
14.67'
L24
N 6851'10" E
48.03'
L25
S 752130" E
25.22'
L26
N 68'15 39" E
64.99'
L27
N 850735" E
56.32'
L28
N 3834 20" E
3212'
L29
N 3078 40" E
27.38'
L30
N 495703" E
3283'
L31
S 807353" W
80.99,
L32
N 060220" W
4.45'
L 33
S 07 04 27" E
25.55'
SITE SUMMARY:
OWNER: T & L GRADING, INC.
144 TONYA ROAD
KINGS MTN, NC 28086
SUBJECT: WHITESIDES LANDFILL
SITE ADDRESS: 1225 OLD PROVIDENCE ROAD (SR# 1126)
PROPOSED USE: MINOR LANDFILL
ZONING: R-1 TAX DISTRICT: CHAPEL GROVE FD
DEED BOOK: 4937, PG 1851
PARCEL #:226767 PIN#: 353410455
NEIGHBORHOOD #: 5CM03 CROWDERS CREEKPT3
OWNER ID #: 1683102
AREA: 32.25 AC
TOWNSHIP: GASTONIA TOWNSHIP
FLOOD DATA: GASTON COUNTY
FLOOD ZONE: X-(MINIMAL FLOOD RISK)
CID: 3522 PANEL #: 370099
MAP #: 37103522003J
PANEL EFFECTIVE DATE: SEPT. 28, 2007
LATITUDE: 35.21288
LONGITUDE:-81.23762
SETBACKS: FRONT SETBACK = 50'
REAR SETBACK = 20'
SIDE SETBACKS =-20'
SITE IS ADJACENT TO CROWDERS CREEK
MAX PERIOD OF OPERATION IS 3 YEARS
LANDFILL HOURS OF OPERATION: 8:OOAM TO SUNSET
MONDAY- SATURDAY
EROSION CONTROL SEQUENCE:
1. SET UP A PRE -CONSTRUCTION CONFERENCE ON SITE WITH THE EROSION CONTROL
INSPECTOR OF GASTON COUNTY NATURAL RESOURCES, [phone], TO DISCUSS EROSION
CONTROL MEASURES. FAILURE TO SCHEDULE SUCH A CONFERENCE 48 HOURS PRIOR TO
LAND DISTURBING ACTIVITY IS A VIOLATION OF CODE AND IS SUBJECT TO A FINE.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY SILT DITCHES, SILT
FENCING/CONSTRUCTION FENCING, TEMPORARY SKIMMER SEDIMENT BASIN, AND ALL
EROSION CONTROL MEASURE NECESSARY TO STABILIZE THE SITE.
3. CALL FOR ON SITE INSPECTION BY GASTON COUNTY NATURAL RESOURCES INSPECTOR, (704)
922-4181. WHEN FIELD MEASURES ARE APPROVED, BEGIN CLEARING AND GRUBBING SITE.
4. MAINTAIN ALL EROSION MEASURES AND DEVICES AS NEEDED.
5. BEGIN SPECIFIC GRADING ON SITE AND FOR FUTURE BUILDING PAD AREAS, PARKING LOTS,
ETC, AS INDICATED ON PLANS. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED
GRADES.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, THE US DEPARTMENT OF
AGRICULTURE, US SOIL CONSERVATION SERVICE, NCDENR, AND THE GASTON COUNTY
NATURAL RESOURCES DEPARTMENT.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
MEASURES, STRUCTURES AND DEVICES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE GASTON COUNTY NATURAL RESOURCES INSPECTOR SO
THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
8. WHEN ALL PROPOSED GRADES ARE ESTABLISHED AND COMPLETE, SEED AND MULCH ALL
DISTURBED AREAS, AND CONTACT THE GASTON COUNTY NATURAL RESOURCES INSPECTOR
FOR A FINAL INSPECTION.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, THE CONTRACTOR MUST CONTACT
AND HAVE WRITTEN PERMISSION FROM THE APPROPRIATE PROPERTY OWNERS BEFORE
PROCEEDING.
EROSION CONTROL NOTES:
1. ON -SITE BURIAL PITS REQUIRE ONSITE DEMOLITION LANDFILL PERMIT FROM THE
GASTON COUNTY ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE GCNR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
A VIOLATION OF THE GCNR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE
PLAN. ALL GRADED AREAS, SLOPES, ETC, MUST BE SEEDED AND MULCHED WITHIN 7
DAYS OF COMPLETION OF GRADING OPERATIONS. ALL REMAINING AREAS ARE TO BE
SEEDED AND MULCHED WITHIN 14 DAYS.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
THE INSPECTOR OF THE GASTON COUNTY NATURAL RESOURCES DEPARTMENT.
6. THE CONTRACTOR IS TO ENSURE THAT ALL WATER DRAINS OUT AND AWAY FROM PAD
AREAS WHEN EXECUTING FINAL SITE GRADES.
7. THE CONTRACTOR IS TO CLEAN OUT ALL EROSION CONTROL MEASURES AND DEVICES
PERIODICALLY OR AFTER EACH RAINFALL EVENT AND TO ENSURE THAT ALL EROSION
CONTROL MEASURES ARE IN OPERATING CONDITION.
CONTOURS
V / ��?USE TEMPORARY LINER FOR DITCH #1 NAG 250 AS REQUIRED \ \ \?0 �\
STORAGE AREA FOR TEMPORARY �
��� /SKIMMER BASIN #1 APPROX. 81,376 CF \ "� x \
TYPE "D" BUFFER YARD WIDTH TO EQUAL
v / STORAGE AVAILABLE I I 30' MINIMUM CANOPY TREES = 5 PER 100', \ \
TOP OF DAMN 718.50 +/- 10' WID -DENUDED AREA/ DISTURBED LIMITS - - - - - - - - - - - - - - - - ` II II UNDERSTORY TREES = 4 PER 100', & \\ \
\ \ MINIMUM SHRUBS 4 PER 100' EXISTING \
TREES TO SUFFICE FOR TYPE "D" BUFFER \
YARD REQUIREMENTS \ \
Ln
'ID# 142668
9ERT S. OA,KLEY \
3. 866 PG. 172 I \ I I \ \
ZONING: Cl `roy \ \ 1 NOTE: FILL AREA TO BE SURVEYED \ I I \
\ \ WITH MEETS/ BOUNDS SHOWN ON FILL AREA IN PHASE I PERMITTED FOR 2 AREAS ONCE AREA
\ , \ TRACT E3 / ` I I REACHES 2 ACRES- SEED & STABILIZE AREA COMPLETELY /
\ \ 32.1059 Acres / FINAL BOUNDARY PLAT I I
� �F BEFORE ANY NEW SECTION CAN BE USED. FILL AREA IS TO BE
1398532.81 Sq . Feet / I I SURVEYED & SHOW ON NEW BOUNDARY SURVEY WITH ALL
MEETS/ BOUNDS OF FILL AREAS.
\ I I I
//\ems
+/ �N
XISTING 22' +/- DRIVEWAY
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
Cl
40.00'
20.30'
20.08'
S 78'10 40" W
C2
169.10'
47.64'
47.49'
S 843830" W
C3
423.87'
110.76'
110.44'
S 87'16 49" W
C4
423.87'
128.23'
127.74'
N 7634 01" W
C5
27780.13'
174.82"
174.82'
N 70 00 20" W
490.88'
105.25'
105.05'
N 7530 55" W
\ o'
\ \
/ / � 22, f/ /
eve TYPE "D" BUFFER YARD WIDTH TO EQUAL \ \ \ �� / / I ONSTRUCTION ENTRANCE ��/ \Q
30' MINIMUM CANOPY TREES = 5 PER 100',
/ UNDERSTORY TREES = 4 PER 100', &��
MINIMUM SHRUBS 4 PER 100' EXISTING \ \ x G "HOG" WIRE FENCING
\ \ TREES TO SUFFICE FOR TYPE "D" BUFFER p o s - - - - - - - I I // ACROSS PROPERTY
YARD REQUIREMENTS p��/ip Amp `S`,\ \ \ II I / / �' X /� \PS FRONTAGE (TYP)
oz
"O 6sr OAS 6� c9� \ x / G5
SYMBOL LEGEND c. �' TO'L`%A
X X X CHAIN LINK FENCE/ FENCE /
y
IP(F) 0 IRON PIN FOUND O 9
CM(F) O IRON PIN SEIUTILITY POLE 09 TEMPORARY STONE FILTER \
iP(s) Op IRON PIN SET \ \
O SEWER CLEANOUT \ /
PK(F) O P-K NAIL FOUND
\ \ x XISTING DRIVEWAY ACCESS POIN\`T #1
S SEWER MANHOLE \
Y FIRE HYDRANT \ \ \ X / X� 61•88
FLOW DIRECTIONAL ARROWS \ >3
TIP❑ TELEPHONE PEDESTAL
faRIPRAP DISSIPATION \ \ / X /� N
OVERHEAD UTILITY \ \ /
DENUDED/CONSTRUCTION LIMITS g�� \ \ X O "HOG" WIRE FENCING
UP UTILITY POLE �,P \ 0000 ,�126 ACROSS PROPERTY NOTE:
TEMPORARY SILT/CONSTRUCTION FENCE Gv a \ \ / X FRONTAGE (TYP) ANY REVISIONS TO THE SITE PLAN CANNOT PLACE OTHER ITEMS IN
LIGHT POLE EXISTING DRAINAGE STRUCTURE & PIPE \ LPG. �� !(i\ \ , / OV `O S •` \ NON-COMPLIANCE. OWNER IS RESPONSIBLE FOR BRINGING THIS PROJECT
�� G��,P ` \ / / x\QS ` P�� �Iv� \ INTO COMPLIANCE WITH ALL APPLICABLE CITY, & COUNTY CODES, LAND
Wv N WATER VALVE 0 ID DEVELOPMENT STANDARDS, EROSION CONTROL ORDINANCE & NCDOT
CURB & GUTTER \+ 0 ` ` STATE REGULATIONS. THE SITE DESIGNER (CIVIL ENGINEER, LANDSCAPE
Q PROPOSED SANITARY SEWER MANHOLE y i 602 G6 �, P ` ARCHITECT OR SURVEYOR) IS RESPONSIBLE FOR ACCURATELY
EXISTING CONTOURS F`+�/ 6 PORTRAYING THE ROAD RIGHT-OF-WAY ON THE PLANS. THE RIGHT-OF-WAY
Ss SS PROPOSED SANITARY SEWER LINE 602 PROPOSED CONTOURS \ \QS MUST BE RESEARCHED & A TRUE REPRESENTATION OF THE LAND RIGHTS
AS RECORDED IN THE DEED OF REGISTRAR OFFICE MUST BE SHOWN. ALL
--S----S----S - EXISTING SEWER LINE PROPOSED IMPROVEMENTS & CONSTRUCTION WITHIN A MAINTAINED
SEDIMENT BASIN \ RIGHT-OF-WAY IS TO BE DONE IN ACCORDANCE WITH THE CDOT "WORK
- -_W W PROPOSED WATER LINE
� -1\ C� noon Ton�nn rnniToni unMnQnnu nninTru
- __ �N EXISTING WATER LINE \
STOP
UE BEFORE YOU DIG
UNDERGROUND ELECTRIC TEMPORARY CONSTRUCTION ENTRANCE \
UT UNDERGROUND TELEPHONE FEMA FLOODWAY LINE \ CALL 1 800 632-4949
N.C. ONE -CALL CENTER
G \ IT'S THE LAW
DRAINAGE DITCH/WATER COURSE FEMA 0.2% FLOOD ANNUAL CHANCE FLOOD `r
HAZARD LINE
APPROX. TREE/SHRUB LINE
CAUTION:
THE LOCATIONS & ELEVATIONS OF EXISTING UNDERGROUND
UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY APPROXIMATE.
NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE
COMPLETENESS OF ACCURACY THEREOF. THE CONTRACTOR
SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE
EXACT LOCATIONS & ELEVATIONS OF UTILITIES PRIOR TO THE
START OF CONSTRUCTION.
FILL SLOPE
/
COMPACTED BERM -
SEED & MULCH
AFTER CONSTRUCTION
FLOW 12" MIN. -
SEE CHART
2
�1
LINING -
JUTE 6-0" TYP.
LINED
LINED MATTING
SEED & MULCH CHANNEL NATURAL GROUND LINE
AFTER DIGGING DITCH
DEPTH TO BE DESIGNED WIDTH TO BE DESIGNED
BY ENGINEER (MINIMUM 12" DEPTH) (S ENGINEER
(SEE CHART BELOW)
TEMPORARY/PERMANENT SILT DIVERSION DITCH
NOT TO SCALE
0
SILT
DITCH
CHART
LEFT
RIGHT
CHANNEL
I
Q25
MIN.DEP
DEPTH
BOTTOM
VELOCI
DITCH
SIDE
SIDE
SLOPE
C
(25YR)
A
(CFS)
TH (FT)
(FT)
WIDTH
TY (FPS)
LINER
SLOPE
SLOPE
(FT)
1
3:1
3:1
16.67
.50
8.03
5.0
5.09
.53
1.53
0
6.04
NAG 250
GRASS
60' 0 30' 60' 120' 240'
SCALE: 1" = 60'
ISSUE DATE: DEC 20, 2017
NO. DATE REVISION REVISION
1 1.15.2018 GCNR COMMENTS
2 3.20.2018 GC COMMENTS
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Seeding mixture
Species Rate (lb/acre)
German millet 40
In the Piedmont and Mountains a small -stemmed Sudan rass may be
, 9 Y
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains—May-Aug.15 - Au 15
Piedmont —May 1 -Aug. 15
Coastal Plain —Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains —Aug. 15 - Dec. 15
Coastal Plain and Piedmont —Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4 000 lb/acre straw. Anchor straw b tacking with asphalt, netting,
Y 9 p 9,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
FALL
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER, FALL, LATE WINTER & EARLY SPRING
"tom-'
' , R ® IMP
�• •• -n ®Ill .:.,:•
.w�..•••���'► I•` •�' • YipVo
Temporary sediment pool Wire screen Dewatering
� ---- —
A
1' min 16"
2' max
�lill_IrIf=111L l� l r II = I :Pr;�,. y
Drop inlet
Sediment with grate
Figure 6.52a Block and gravel drop inlet protection.
Construction 1. Lay one block on each side of the structure on its side in the bottom row
to allow pool drainage. The foundation should be excavated at least 2 inches
Specifications below the crest of the storm drain. Place the bottom row of blocks against
the edge of the storm drain for lateral support and to avoid washouts when
overflow occurs. If needed, give lateral support to subsequent rows by placing
2 x 4 wood studs through block openings.
2. Carefully fit hardware cloth or comparable wire mesh with %-inch openings
over all block openings to hold gravel in place.
3. Use clean gravel, '/4- to %-inch in diameter, placed 2 inches below the top
of the block on a 2:1 slope or flatter and smooth it to an even grade. DOT 457
washed stone is recommended.
BLOCK & GRAVEL DROP INLET PROTECTION
PLAN VIEW & CROSS SECTION
Figure 6.54a Rock doughnut inlet
protection plan view and cross-section
view.
Plan View
Maintenance Inspect rock doughnut inlet protection at least weekly and after each significant
(V2 inch or greater) rainfall event and repair immediately.
To provide satisfactory inlet protection efficiency, remove sediment from
the sediment pool area when the volume is decreased by half. This will
help provide adequate storage volume for the next rain. Stabilize excavated
material appropriately.
Take care not to damage or undercut the structure during sediment removal.
Remove debris from the inlet and replace stone as needed. If the inlet was
covered with wire mesh the mesh should be cleaned of debris.
When the contributing drainage area has been adequately stabilized, remove
all materials and dispose of sediment properly. Bring the disturbed area to the
grade of the drop inlet. Smooth and compact it as needed.
Appropriately stabilize all bare areas around the inlet with ground cover.
References Inlet protection
6.52, Block and Gravel Inlet Protection (Temporary)
North Carolina Department of Transportation
Erosion & Sedimentation Guidelines for Division Maintenance Operation,
1993.
ROCK DOUGHNUT INLET PROTECTION
PLAN VIEW & CROSS SECTION
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
Steel
post
i
18-24"
24"
Plastic or
wire ties
Natural
ground
8" down & 4"
forward along
the trench
Filter
fabric
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact ground
thoroughly
.••m n • • T upslope
8"
24" min
INSTALLATION DETAIL OF SEDIMENT FENCE
PLAN VIEW & CROSS SECTION
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1-May 1
Piedmont —Jan. 1 - May 1
Coastal Plain —Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
LATE WINTER/ EARLY SPRING
Suitability of Soil for Establishment of Low -maintenance Vegetation
Criteria
Suitability
Limiting Factors
Good
Fair
Poor
pH 5.6-7.8
4.5-5.5
<4.5
Too acid; possible
Al, Mn, Fe toxicity
Available >.10
.05-.10
<0.5
Too dry
water capacity'
Texture' I, sil, si, sl
scl, Sid, cl
sc, sic, c
Too high in clay
Is
s
Too high in sand
Coarse (3-10 in) <15%
15-35
>35
Lg. stones restrict
fragments' (>10 in) <3%
3-10
>10
tillage; droughty
Depth to 40
20-40
<20
Insufficient
bedrock (in.)
rooting depth
Salinity (mmhos/cm)
8-16
>16
Excess salt
'in./in.
'Sandy clay loam (set), silty clay loam (sicl),
clay loam (cl), sandy loam (sl), silt loam (sit), loamy sand (Is),
sandy clay (sc), silty clay (sic), clay (c), silt
(si), sand (s), and loam
(1).
'Percent by weight.
Source: National Soils Handbook, USDA-SCS, 1983.
Coastal Plain
Mountains Piedmont Upper Middle Lower
''I" u %,rr $tA• Iwki� Gn.11 'I''"u lihu •'� X 11l G. r
M,« a M•.
rmtl FiNi/ � p„„ rni' MnY
fun! GII.YI O«Y Md (� b
Ma/i,w IMYI D0.,Y» w k. WY. trmll pu,
wl..
huuM YcOuYI pry fnni
5w. n•r•«I IYd. sa.Y« Nr4
Oq Ihlu I•« X•i. f �•, Y.«
•1
' o�«°'• Tidewater
Aw.Y. OW.�
Sand Hills
1• u....t
Figure 6.11a Major physiographic regions of North Carolina differing in climate, soils and topography.
0
Y R
He
Class B Riprap \�
Flow
Natural Ground
Riprap Headwall, 1' min
1' 3' height from road shoulder
�► 2'
\ 1 Pipe Invert
NC DOT #5 or #57 ass iprap
washed stone
Figure 6.65a Porous baffles in a sediment basin. The flow is distributed evenly across the basin to reduce
flow rates and turbulence,
resulting in greater sediment retention.
Baffles need to be installed correctly in order fully provide their benefits.
Refer to Figure 6.65b and the following key points:
• The baffle material needs to be secured at the bottom and sides using
staples or by trenching as for silt fence.
• Most of the sediment will accumulate in the first bay, so this should be
readily accessible for maintenance.
Support rope
Support post,
to wire to pre-
24"into bottom Stake to support
vent sagging
or side wire
Coir mesh or similar, stapled or
trenched into bottom or side
Figure 6.65b Cross-section of a porous baffle in a sediment basin. Note that there is no weir because the water
flows through the baffle material.
CHANNEL INSTALLATION & SLOPE INSTALLATION
PLAN VIEW & CROSS SECTION
Seeding mixture
Species' Rate (Ib/acre)
Tallfescue 60
Kentucky bluegrass 10
Sericea lespedeza 15
Korean lespedeza 10
Seeding note
1. After Aug. 15, use unscarified Sericea seed.
2. Where appearance is a consideration omit Sericea lespedeza and
pP p
increase Korean lespedeza to 40 lb/acre.
Nurse plants
Between May 1 and Aug. 15, add 10 Ib/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
Seeding dates
Best Possible
Below 2500 ft: Aug- 15 - Sept. 1 Jul 25 -Sept. 15
p Y - P
Mar. 1 -Apr. 1 Mar. 1 - May 10
Above 2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Mar. 20 -Apr. 20 Mar. 5 - May 15
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
9 9
round agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw. Anchor straw by tacking with asphalt,
netting, roving, or by crimping with a mulch anchoring tool. A disk with
blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice per year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
SEEDING:GENTLE SLOPES, AVERAGE
SOILS. LOW MAINTENANCE
8' max. standard strength fabric with I
6' max. extra strength fabric without
Steel
post
rr° Plastic or
wire ties
Wire 18-24"
fence
Natural
ground
24"
8" down & 4"
forward along
the trench
Filter
fabric
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact round
thoroughly g
•• "4'*
• • T upslope
►
•••�. min..•
::.;•:• '••��•� min
24" '
INSTALLATION DETAIL OF SEDIMENT FENCE
PLAN VIEW & CROSS SECTION
15min.
9" min
rater Glotn
Plan View
12" of NZOT #5 or #57
washed stone ..F 1�5'
r-
Class B Riprap IF
2' max. at
} Lf center
Filter Cloth f
i , z
.J
LA
4' to 6'
Cross -Section View
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
dam.
Maintenance Inspect check dams and channels at least weekly and after each significant (1/2
inch or greater) rainfall event and repair inunediately. Clean out sediment,
straw, limbs, or other debris that could clog the channel when needed.
Anticipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dam. Correct all damage immediately. If
significant erosion occurs between dams, additional measures can be taken
such as, installing a protective riprap liner in that portion of the channel
(Practice 6.31, Riprap-line and Paved Channels).
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from carrying sediment over the dam. Add stones to
dams as needed to maintain design height and cross section.
References RunoffCoiweyanceMeasures
6.30, Grass -lined Channels
6.31, Riprap-lined and Paved Channels
North Carolina Department of Transportation
Standard Specifications for Roads and Structures
STONE CHECK DAM
PLAN VIEW & CROSS SECTION
Side slopes —Keep the side slopes of the spillway section at 2:1 or flatter.
To protect the embankment, keep the sides of the spillway at least 21 inches
thick.
Depth The basin should be excavated 1.5 feet below grade.
Stone spillway height —The sediment storage depth should be a minimum of
2 feet and a maximum of 3.5 feet above grade.
Protection from piping —Place filter cloth on the foundation below the riprap
to prevent piping. An alternative would be to excavate a keyway trench across
the riprap foundation and up the sides to the height of the dam.
Weir length and depth —Keep the spillway weir at last 4 feet long and sized
to pass the peak discharge of the 10-year storm (Figure 6.60a). A maximum
flow, depth of six inches, a minimum freeboard of 1 foot, and maximum side
slopes of 2A are recommended. Weir length may be selected from Table 6.60a
shown for most site locations in North Carolina.
Cross -Section 12" min. of NCDOT #5 min
or #57 washed stone I ---------------------- ----
--v 15min.
3600 cu ft/acre " (•
5,
2.
max
Design settled
top m\n
�. Plan View
•, 4'
- - T - --- -- 5
l - -- - min.—
ma fill
2' to 3.5'
----- -----------
filter 3
fabric min.
TEMPORARY SEDIMENT TRAP
PLAN VIEW & CROSS SECTION
Overfill 6" for
settlement
Emergency by-
pass 6" below
settled top of
dam
Natural
Ground
Seeding mixture
Species' Rate (lb/acre)
Tall fescue 40
Crown vetch 10
Koreanlespedeza 10
Redtop 5
Seeding note
Ifoccasional mowing is desired, substitute 20 lb/acre Sericea lespedeza
for crown vetch.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15 add 40 Ib/acre e
9 Y 9 ry
(grain).
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 - Sept. 1 Jul 25 Sept. 15
P Y - P
Mar. 1 -Apr. 1 Mar. 1 - Ma 10
P -May
10
2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Mar. 20 -Apr. 20 Mar. 5 - May 15
Complete seeding earlier in fall, and start later in spring on north- and
east -facing slopes.
Soil amendments
Follow recommendations of soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,000 lb/acre 5-10-10 fertilizer.
Mulch
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another
suitable mulchingmaterial. Anchor mulch b tacking with asphalt,
Y 9
roving, or netting. Netting is the preferred anchoring method on steep
slopes.
Maintenance
Do not mow crown vetch. Refertilize in the second year unless
growth is fully adequate. Reseed, fertilize and mulch damaged areas
immediately.
'Refer to Appendix 8.02 for botanical names
SEEDING:GENTLE TO STEEP SLOPES,
STONEY DRY SOILS, LOW MAINTENANCE
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 100
Sericea lespedeza 20
Korean lespedeza 10
Redtop 5
Kentucky bluegrass rass 5
Seeding note
After Aug. 1, use unscarified seed for Sericea lespedeza.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain).
It may be beneficial to plant the grasses in late summer and overseed
the lespedezas in March.
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 - Sept. 1 July 25 - Sept 15
Mar. 1 -Apr. 1 Mar. 1 - Ma 10
P -May
10
2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Mar. 20 - Apr. 20 Mar. 5 - May 15
Complete seeding earlier in fall, and start later in spring on north- and
east -facing slopes.
es.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 5-10-10 fertilizer.
Mulch
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another
suitable mulchingmaterial. Anchor mulch b tacking with asphalt,
Y 9
roving, or netting. Netting is the preferred anchoring method on steep
slopes.
Maintenance
Mow no more than once a year. Refertilize in the second year unless
growth is fully adequate. Reseed, fertilize, and mulch damaged areas
immediately.
'Refer to Appendix 8.02 for botanical names.
SEEDING:STEEP SLOPES, AVERAGE SOILS,
LOW MAINTENANCE
o sl
Longitudinal anchor � TerminalPe and
trench 12" channel anchor trench
6"
Stake at T-5'
intervals
- r►rll_ w
�♦ Check slot at 25'
intervals
Initial channel Intermittent
anchor trench check slot
NOTE:
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications.
Slope surface shall be smooth before If there is a berm at the top of
placement for proper soil contact. slope, anchor upslope of the berm.
Stapling pattern as Min. 2" Anchor in 6"x6" min. Trench
per manufacturers overlap_+, �� /� and staple at 12" intervals.
recommendations.
Min. 6" overlap.
Staple overlaps
max. 5" spacing.
Bring material down to a level area,
Do not stretch blankets/matting tight -allow turn the end under 4" and staple at 12"
the rolls to conform to any irregularities. intervals.
For slopes less than 3H:iV, rolls Lime, fertilize, and seed before installation. Planting
may be placed in horizontal strips. of shrubs, trees, etc. should occur after installation.
CHANNEL INSTALLATION & SLOPE INSTALLATION
PLAN VIEW & CROSS SECTION
Definition A graveled area or pad located at points where vehicles enter and leave a
construction site.
Purpose To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface ninoff,
and to help control dust.
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a
Practice Applies public road or other paved off -site area. Construction plans should limit traffic
pp to properly constructed entrances.
Design Criteria Aggregate Size —Use 2-3 inch washed stone.
Dimensions of gravel pad —
Thickness: 6 inches minimum
Width: 12-feet minimmu or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50-feet minimum
Location —Locate construction entrances and exits to limit sediment from
leaving the site and to provide for maximum utility by all construction vehicles
(Figure 6.06a). Avoid steep grades, and entrances at curves in public roads.
as
to
�G
QSp th
In
r
/ Q•e e0
QJ`
�e
6" min
GEOTEXTILE FABRIC 2 3"
coarse aggregate
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/ EXIT
CROSS SECTION & PLAN VIEW
Definition A temporary ridge or excavated channel or combination ridge and channel
constructed across sloping land on a predetermined grade.
To protect work areas from upslope runoff, and to divert sediment -laden water
Purpose
to appropriate traps or stable outlets.
Conditions Where This practice applies to construction areas where runoff can be diverted and
disposed ofproperty to control erosion sedimentation or flood damage.
P e. g
Practice Applies Specific locations and conditions include:
• above disturbed existing slopes, and above cut or fill slopes to prevent
runoff over the slope;
• across unprotected slopes, as slope breaks, to reduce slope length;
below slopes to divert excess runoff to stabilized outlets;
where needed to divert sediment -laden water to sediment traps;
at or near the perimeter of the construction area to keep sediment from
leavine the site; and
above disturbed areas before stabilization to prevent erosion and maintain
P >
acceptable working conditions.
Temporary diversions may also serve as sediment traps when the site has
been overexcavated on a flat grade; they may also be used in conjunction
with a sediment fence.
Planning It is important that diversions are properly designed, constructed and
ined since they concentrate water flow and increase erosion potential
Considerations mainta
(Figure 6.20a). Particular care must be taken in planning diversion grades.
Too much slope can result in erosive velocity in the diversion channel or at the
outlet. A change of slope from steeper grade to flatter may cause deposition to
occur. The deposition reduces carrying capacity, and may cause overtopping
and failure. Frequent inspection and timely maintenance arc essential to the
proper functioning of diversions.
Sufficient area must be available to construct and properly maintain diversions.
It is usually less costly to excavate a channel and form a ridge or dike on the
Compacted soil 2'
(` min >I
y + Ftow
18" min _4�
=� 1 91111- ii - i_i ill - ill iili'
=III III IIIIII_ III— III4=(�-1111-
E-- 6' typical —�
TEMPORARY EARTHEN DIVERSION DIKE
CROSS SECTION
Plan
Inflow
structure
�E
Average = <
Width W
" Area of basin wo
top of principal spi,,..-r ..............
• Dewatering—Allow the maximum reasonable detention period before the
basin is completely dewatered (at least 24 hours).
Inflow rate —Reduce the inflow velocity and divert all sediment -free
runoff.
y I
„ Fmhnnkmont I
3ealmenT Cross -Section
storage zone
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
SEDIMENT BASIN W/ SKIMMER OUTLET &
EMERGENCY SPILLWAY
CROSS SECTION & PLAN VIEW
Excavate channel to design
Overlap 6" min. grade and cross-section
'fir yJ
Design depth
Longitudinal
v l ' anchor trench
Overcut channel 2" ton
during seedbed preparatio
P 6„
Typical installation 1
with erosion control
blankets or turf
reinforcement mats
6" dY. 6"
Intermittent check slot Longitudinal anchor trench
Shingle -lap spliced ends or begin new
roll in an intermittent check slot
Prepare soil and apply seed before
installing blankets, mats or other
temporary channel liner system
NOTE5:
1. Design velocities exceeding 2 ft/sec require temporary blankets, mats or similar liners to protect
seed and soil until vegetation becomes established.
2. Grass -lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement
mats
TEMPORARY CHANNEL LINERS
CROSS SECTION & PLAN VIEW
Rock Abutment
I ;j�i/
Weir Elevation
Class I and II
pip
rap : s
1' min. NC DOT #5
or #57 washed
Y
stone . --
'.t'
I
/
l / ��
�+ t Min.1.5'thick
1 J
t. C
Rock Apron
_y,4____
Cut-off Trench
Filter Fabric
Cross -Section View
Figure 6.63a Rock Dam cross section
Construction 1. Clear the areas under the embankment and strip of roots and other
objectionable material. Delay cleaning the reservoir area until the dam is in
Specifications place.
2. Cover the foundation area including the abutments with extra -strength filter
fabric before backfilling with rock. If a cutoff trench is required, excavate at
center line of dam, extending all the way up the earth abutments. Apply filter
fabric under the rockfill embankment from the upstream edge of the dam to
the downstream edge of the apron. Overlap fill material a minimum of I foot
at all joints, with the upstream strip laid over the downstream strip.
3. Construct the embankment with well -graded rock and gravel to the size
and dimensions shown on the drawings. It is important that rock abutments
be at least 2 feet higher than the spillway crest and at least I foot higher than
the dam, all the way to the downstream toe, to prevent scour and erosion at the
abutments.
ROCK DAM
CROSS SECTION
The costs of using a skimmer system are similar, or occasionally less, than
a conventional rock outlet or perforated riser. However, the basin is more
efficient in removing sediment. Another advantage of the skimmer is that it
can be reused on future ro ects. The main disadvantage of the skimmer is
p .I g
that it does require frequent maintenance, primarily in removing debris from
the inlet.
A skimmer must dewater the basin from the top of the water surface. The rate
of dewatering must be controlled. A dewatering time of 24 to 72 hours is
required. Any skimmer design that dewaters from the surface at a con-
trolled rate is acceptable.
Arm Assembly
i
4 "C" Enclosure
Water Entry
PERSPECTIVE VIEW Unit
PVC End PVC Vent Schedule 40
Ca PVC Elbow Pipe
P PVC Pipe
Water Surface
PVC End
Cap
Schedule 40
PVC Tee PVC Pipe PVC Pipe
i" Holes in PVC Tee Orifice
Underside Flexible Plate
Hose
e
Bottom Surface
END VIEW FRONT VIEW
SCHEMATIC OF A SKIMMER
SCHEMATIC SKETCH
ISSUE DATE: DEC 20, 2017
NO. DATE REVISION
1 1.15.2018 GCNR COMMENTS
2 3.20.2018 GC COMMENTS
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North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
February 26, 2019
MEMORANDUM
Office of Archives and History
Deputy Secretary Ke6n Cherry
TO: Jessica Montie
Division of Waste Management
Solid Waste Section
FROM: Ramona M. BartosPW+ �Uw`
SUBJECT_ T&L Grading/Whitesides Landfill, 1225 Old Providence Road, Gastonia, Gaston County,
ER 19-0770
Thank you for your email of February 7, 2019, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579_ In all future
communication concerning this project, please cite the above -referenced tracking number.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

Partial SH PO Check on N HDE
February 7, 2019
NR Points
NR Individual Listing
* NR Listing, Gone
NRHD Center Point
NR Boundaries
17-11
National Register Boundary
F1Boundary of Destroyed/Removed NR Listing
1:10,984
0 0.075 0.15 0.3 mi
0 0.15 0.3 0.6 km
Esri, HERE, Garmin, © OpenStreetMap contributors, and the GIS user
community

USGS Charlotte Quad Topo
5 _ O
February 7, 2019
North Carolina Boundary
USA Topo Maps
1:21,968
0 0.175 0.35 0.7 mi
I
0 0.'3 0.6 1.2 km
Copyright:©2013National Geographic Society, ~cubed

m mom Roy Cooper, Governor
■� NC DEPARTMENT OF 5usi Hamilton, Secretary
■moms NATURAL AND CULTURAL RESOURCES
s mom Walter Clark, director, Land and Water Stewardship
NCNHDE-8121
February 7, 2019
Jessica Montie
NCDEQ Division of Waste Management
217 West Jones Street
Raleigh, NC 27603
RE: Whitesides LCID Landfill; N1101
Dear Jessica Montie:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.ciov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
fl 121 W. JONES STREET, RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
OFC 919.707.9120 • FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Whitesides LCID Landfill
Project No. N1101
February 7, 2019
NCNHDE-8121
No Element Occurrences are Documented Within a One -mile Radius of the Project Area
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type -
Gaston County Open Space Gaston County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/content/help. Data query generated on February 7, 2019; source: NCNHP, Ql Jan 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-8121: Whitesides LCID Landfill
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Project Boundary
Buffered Project Boundary
Managed Area (MAREA)
1:23,122
0 0.2 0.4 0.8 mi
0 0.3 0.6 1.2 km
Sources: Esn, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METi, Fsri China (Hong Kong), svvsstopo, @ OpenStreetMap contributors, and
the GIS User Community
Page 3 of 3