19-10_3

Wehner, Judy
From: Wainwright, Thomas J. <[e-mail]>
Sent: Wednesday, March 02, 2016 9:30 AM
To: Wehner, Judy
Subject: RE: Merry Oaks Paving
Great. Thanks Judy!!
From: Wehner, Judy [mailto:[e-mail]]
Sent: Wednesday, March 02, 2016 9:31 AM
To: Wainwright, Thomas J.
Subject: RE: Merry Oaks Paving
That should not be a problem or require a modification. Just make sure any storm water controls are compensated for
the increased runoff, if necessary.
From: Wainwright,Thomas J. [mailto:Thomas.Wainwright2jacobs.com]
Sent: Wednesday, March 02, 2016 8:06 AM
To: Wehner,Judy<[e-mail]>
Subject: Merry Oaks Paving
J udy,
Triangle Brick proposes to pave an area between the two plants at their Merry Oaks site. Right now it's a combination of
gravel, grass and "dirt". It encompasses less than an acre. I am assuming it does not require the approval of Energy,
Mineral and Land Resources due to size, but wanted to double check.
Thanks
Tom Wainwright, PE I Project Manager
JACOBS Eastern
Office: 111 Corn+ng Road, Suite 200, Cary, NC 27518
Contact: Office:919.859.5767 I Cell:919.427.9003 I thomas.wainwright(cDlacobs.com I www.macobs.com
NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any
viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. if you have received this
message in error, please notify us immediately by replying to the message and deleting it from your computer.
NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any
viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this
message in error, please notify us immediately by replying to the message and deleting it from your computer.
1

W NORTH CAROLINA DEPARTMENT OF
'. {
= ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
t >x
`WDENR. ... August 18, 1998
JAMES S.HUNT JR. =-<' CERTIFIED MAIL
;GOVERNOR RETURN RECEIPT REQUE$TED
Mr. Howard Pat Brown
WAYNEMGDEVITT Triangle Brick Company, Inc.
SECRETARY • --.�� 6523 Apex Road
Durham, North Carolina 27713
RE: Mining Permit Nos. 04-17,1:9�1-0,�19-1 2 & 32-02
CHARLESH•GARDNER ' Wadesboro Mine, Merry Oaks Site No. 1 Mine, Merry Oaks Site
P.G.,P.E.DIRECTOR•"
AND STATE GEOLOGIST No. 2 Mine and Durham Mine
Anson, Chatham and Durham Counties
Yadkin, Cape Fear and Neuse River Basins
Dear Mr. Brown:
This office has recently received your company's $500,000.00
Irrevocable Standby Letter of Credit issued by Central Carolina Bank
to cover the above referenced mine sites. As this security sufficiently
replaces the $500,000.00 surety bond issued by Aetna Casualty and
Surety Company currently on file with this office, I am returning the
surety bond and rider to you for your files.
To document this bond replacement, please attach this letter to
each of your company's mining permits for future reference. If you
should have any questions on the above, please contact Ms. Judy
Wehner, Assistant State Mining Specialist, at [phone].
Sincerely,
Charles H. Gardner, P.G., P.E.
Enclosures
, . iY . 'l cc: Mr. John Holley, P.E.
Mr. Toby Vinson, E.I.T.
4AN0 QUALITY SECTION 5 91 91 733-4574 FAX f9191 733.2876
n-x.acrir t,r�i:
�= •= "—'mow GEOLOGICAL SURVEY SECTION [phone] FAX[phone]
•- +• r^, `.;!_-�rL_� ? P.O. BO%27687, RALEIGH• NORTH CAROLINA 2761 1.7687 TELEPHONE [phone] FAX 19;9.71 5.880!
.ar • AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-50% RECYCLE0/10% POST-CONSILMER PAPER

I�
' . State of North"Carolina
Department of Environment 4 0
and Natural Resources r..�-•�
Division of Land Resources
NCDENR
James B. Hunt, Jr,, Governor NORrH CApoUmA OU'Arrr+e+r OF
Wayne McDevitt, Secretary &mRoNMe.N7.wo NMURw RESOURCES
Charles H. Gardner, P.G., P.E.
Director and State Geologist
December 9, 1997
Mr. Howard P . Brown
Triangle Brick Company
6523 Apex Road
Durham, North Carolina 27713-9217
RE : . Permit No. 19-10
Merry Oaks Site #1
Chatham County
Cape Fear River Basin
Dear Mr. Brown:
Your recent request to have the above referenced mining
permit modified has been approved. The modification is to allow
the expansion of the existing brick production facility and
associated storage, offices, parking, 'new 'gravel asphalt road
south of "the existing facility, and associated erosion and
sedimentation control measures . as indicated on the mine maps
dated October 15 , 1997 . A copy of the modified permit is
enclosed.
The conditions in the modified permit were based primarily
upon the initial application. Modifications were made as
indicated by the modification request and as required to insure
compliance with The Mining Act of 1971 . The expiration date,
mine name and permit number shall remain the same as before the
modification. M
The issuance of a mining permit and/or any modification to
it does not supersede local zoning regulations . The
responsibility of compliance with any applicable zoning
regulations lies with you.
As a reminder, your permitted acreage' at this site is 350
acres. and the amount of land you are approved to disturb is 54 . 73
acres .
Geological Survey Section Land Quality Section
[phone] [phone]
FAX: [phone]" FAX: (919) 733=2876------ 'T
P.O. Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal opportunity Affirmative Action Employer 50%Recycled 1 10%Post-Consumer Paper ��

r
Mr. Brown
December 9, 1997
Page 2
Please review the :modified permit and advise this office at
(919) 733-4574 should you have any questions concerning this
matter.
Sinc rely,
Tracy E . Davis, P.E .
State Mining Specialist
Land Quality Section
TED/tls
Enclosures
CC : Mr. John L. Holley, P.E.
Ms . Barbara Rote-WRC., w/enclosures
Mr. Bradley Bennett-DWQ, w/enclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
for the operation of a mining activity
In accordance with the provisions of G. S . '74-46 through
68 , "The Mining Act of -1971, " Mining Permit Rule 15A
NCAC 5 B, and other applicable laws, rules and
regulations
Permission is hereby granted to :
Triangle Brick Company
Merry Oaks Site ##1
Chatham County - Permit No . 19-10
for the operation of a
Clay Mine
which shall provide that the usefulness, productivity
and scenic values of all lands and waters affected by
this mining operation will receive the greatest
practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE : June 4 2000

Page 2 of 8
In accordance with the application for this mining permit, which is
hereby approved by the Department of Environment and Natural
Resources, hereinafter referred to as the Department , and in
conformity with 'the approved Reclamation Plan attached to and
incorporated as part of this permit, provisions must be made for the
protection of the surrounding environment and for reclamation of the
land and water affected by the permitted mining operation. This
permit is expressly conditioned upon compliance with all the
requirements of the approved Reclamation Plan. However, completed
performance of the approved Reclamation Plan is a separable
.. . obligation, secured by the bond or other security on file with the
Department, and may survive the expiration, revocation or 'suspension
of this permit .
. This permit is not transferable by the permittee with the following
exception: If another operator succeeds to the interest of the
permittee in the permitted mining operation, by- virtue of a sale,
lease, assignment or otherwise, the Department may -release the
permittee from the duties imposed upon him by the conditions of his
permit and by the Mining Act with reference to the.-permitted
operation, and transfer the permit to the successor operator, provided
that both operators have complied with the requirements of the Mining
Act and that the successor operator agrees to assume the 'auties of the
permittee with reference to reclamation of the affected land and . posts
a .suitable bond or other security.
In . the event that the Department det6rmines that the permittee or
permit successor is not complying with the Reclamation Plan or
other terms and conditions of .this . permit , or is. failing to achieve
the purposes and requirements of the Mining Act , the Department may
give the operator written notice of its intent to modify, revoke or
suspend the permit , or its intent to modify the .Reclamation Plan as
incorporated in the permit . The operator shall have right to a
hearing at a designated time and place on any proposed modification,
revocation or suspension by the Department . Alternatively and in
addition to .,the above, the Department may institute other enforcement
procedures authorized by law.
Definitions
Wherever used or referred .to in this permit, unless the context
clearly indicates otherwise, terms shall have the same meaning as
supplied by the Mining Act, N.C.G. S . 74-49 .
Modifications
December 9 , 1997 : This permit has been modified to allow the
expansion of the existing brick production facility and associated
storage, 'offices," parking, , new gravel asphalt road south of the
existing facility, and associated erosion and sedimentation_. control
measures (totalling approximately 20 . 23 acres) as indicated on the
mine maps - dated October 15, 1997 . ..

Page 3-of 8
Expiration Date
This permit shall be effective from the date of its issuance until
June 4 , 2000 .
Conditions
This permit shall be subject to the provisions of the Mining Act,
N. C . G. S _ 74-46 , et . seq. , and to the following conditions and
limitations :
OPERATING CONDITIONS :
1. . A. Any wastewater processing or mine dewatering shall be in
accordance with- the -permitting requirements and rules
promulgated by the N. C . Environmental Management Commission.
B.. Any stormwater runoff from the affected areas at the site
shall be- in accordance with any applicable permit
requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N. C .
Environmental Management Commission. It shall be the
permittee' s responsibility to contact the Stormwater
section, Division of Water Quality, to secure any necessary
stormwater permits or other approval documents .
2 . A. Any mining process producing air contamination emissions
shall be subject to the permitting requirements and rules
promulgated by the N. C . Environmental .Management Commission
and enforced by the Division of• Air Quality.
B . During mining operations, water trucks or other means that .
may be necessary shall be u.til.ized. to. prevent dust from
leaving the permitted area.
3 . A. Sufficient buffer (minimum -50 foot undisturbed) shall be
maintained between any affected land and any adjoining
waterway or wetland to prevent sedimentation of that
waterway or wetland from erosion of the affected land and to
preserve the integrity of the natural watercourse or
wetland.
B . Any mining activity affecting waters of the State, waters of
the U. S . , or wetlands shall be in accordance with the
requirements and regulations promulgated and enforced by -the
N. C . Environmental Management Commission.

Page 4 of.--8 ,
4 . A. Adequate mechanical barriers including but not limited to
diversions, earthen dikes, silt check dams, silt retarding
structures, rip rap pits, or ditches shall be provided in
the initial stages of any land disturbance and maintained to
prevent sediment from discharging onto adjacent surface
areas or into any lake, wetland or natural watercourse in
proximity to the affected land.
B . All erosion and sedimentation control measures shall be
constructed and maintained as indicated in the previous
permit and per the. mine maps dated October 15, 1997 to
prevent off-site sedimentation..
. 5 . All mining permit boundaries (350 acres) shall be permanently
marked at the site on 100 foot intervals unless the line of- sight
allows for larger spacing intervals .
6 . The angle for graded slopes. and fills shall be no greater than
the angle which can be retained by vegetative cover or other
-adequate erosion control measure, structure, or device . In any
event , exposed slopes or any excavated channels , the erosion of
which may cause off-site, damage because of siltation, shall be
planted or otherwise provided with ground cover, devices or
structures sufficient to restrain such erosion.
7 . The affected land shall be graded so as to prevent collection of
pools of water that are, or likely to become, noxious or foul .
Necessary structures such as drainage ditches 'or conduits shall
be constructed or installed when required to prevent such
conditions .
8 . Existing vegetation or. vegetated earthen berms shall be
maintained between the mine and public thoroughfares whenever
practical to screen the operation from the public .
9 . A. Sufficient buffer shall be maintained between any excavation
and any mining permit boundary or right-of-way to protect
adjacent property.
B . A minimum 100 foot `urdlsturbed buffer shall' 'be maintained
along SR 1912 . In addition, a minimum 50 foot undisturbed
buffer shall be maintained -along the remaining mining permit
boundaries .
10 . A physical barrier consisting of a fence. or..earthen berm, etc . ,
shall be maintained around the perimeter of any highwall .

Page 5 of 8
11 . Refuse Disposal
A. No- on-site disposal of refuse or other solid waste that is
generated outside of the mining permit area shall be allowed
within the boundaries of the mining permit area unless
authorization to conduct said disposal has first been
obtained from bath the Division of Waste Management and the
Land Quality Section, Department of Environment and Natural
Resources . The method of disposal shall be consistent with
the approved reclamation plan.
B . Mining refuse as defined by G. S . 74-49 (14) of .The Mining
Act of 1971 generated on-site and directly associated .with
the mining activity .may be disposed. of in d- designated
refuse area. All other waste products must be disposed .of
- in a disposal facility approved by the Division of Waste
Management . No petroleum products , acids, solvents or their
storage containers" or any other material that may be
considered hazardous shall be disposed of within the
permitted area .
C . For the purposes of this permit, the Division of Land
Resources considers the following materials to be "mining
refuse" (in addition to those specifically listed under G. S .
74-49 (14) of the N.C. Mining Act of 1971) :
1) on-site generated land clearing debris
2) conveyor belts
3 ) wire cables
4) . v-belts
,50,. steel reinforced air hoses•
6) drill steel
D. If mining refuse is to be permanently disposed within the
mining permit boundary, the fallowing information must be
provided to and approved by the Division of Land Resources
prior to commencement of....such disposal :
1 . the approximate boundaries.- and size of the refuse
disposal area;
2 . a list of refuse items to be disposed;
3 . verification that a minimum of 4 feet of cover will be
provided over the refuse;.
4 . verification that the' refuse will be disposed at least
4 feet above the seasonally high water table; and
-verification that a' permanent vegetative groundcover
will be established.

Page 6 of 8
12 . An Annual Reclamation Report shall be submitted on a form
supplied by the Department by February 1 of each year until
reclamation is completed and approved.
1.3 . The operator shall notify the Department . in writing of the desire
to delete, modify or otherwise change any part of the mining,
reclamation, or erosion/sediment control plan contained in the
approved application for a mining permit and. any approved
revisions to it . Approval to implement such changes must be
obtained from the Department prior to on-site implementation of
the revisions .
14 . - The security -which was posted pursuant to N. C..G. S . 74-54 in the
form of a $500 , 000 . 00 blanket bond is sufficient to cover the
operation as indicated in the approved application. This,
security must remain in force for this permit to be valid. The
total affected land shall not exceed the bonded acreage . -
15 . A. Authorized representatives of the Division of Archives and
History shall be granted access to the site to determine the
presence of significant archaeological resources .
B . Pursuant to N. C. G. S . 70 Article 3 , "The Unmarked Human
Burial and.- Human Skeletal Remains Protection Act, " should
the operator or . any person in his employ encounter human
.-.-, .--..skeletal remains, immediate notification shall be provided
to the county medical examiner and the chief archaeologist,
North Carolina Division of Archives and History.

Page 7 of 8
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performahte
of which is a condition on the continuing validity of that Mining
Permit . Additionally, the Reclamation Plan is a separable obligation
of the permittee, which continues beyond the terms of the Mining
Permit .
The approved plan provides :
Minimum Standards As Provided By G. S . 74-53
1 . The final slopes in all excavations in soil, sand, gravel and
other unconsolidated materials shail be at such an angle as to
minimize the possibility of slides and be consistent with the
future use of the land.
2 . Provisions for safety to persons and to adjoining property must
be provided in all excavations in rock.
3 . All overburden and spoil shall be -left in a configuration which
is in accordance with accepted conservation practices and which
is suitable for the proposed subsequent use of''the land.
4 . No small pools of water shall be allowed to collect or remain on
the mined area that are, likely to become noxious, odious or
foul .
5 . The revegetation plan shall conform to accepted and recommended
agronomic and reforestation practices as established by the North
Carolina Agricultural Experiment Station and the North Carolina
Forest Service .
6 . Permittee shall conduct reclamation activities pursuant to the
Reclamation Plan herein incorporated_ These activities shall be
conducted according to the time schedule included in the plan,
which shall to the extent feasible provide reclamation
... simultaneous with mining operations and in any event, provide
reclamation at the earliest practicable time after completion or
termination of mining on any segment of the permit area and shall
be completed within two years after completion or termination of
mining .
RECLAMATION CONDITIONS :
1 . Provided further, and subject to the Reclamation schedule, the
planned reclamation shall be to regrade and satisfactorily
revegetate any disturbed areas .
2 . The specifications for surface gradient restoration to a surface
suitable . for the planned future use are as follows : '

Log In#; '
DPR/RRS Mining Permit Application Review
RRS Contact:
� r
Name of project: H4 Cl 1 „
County:
Proposed activity is is not (within 5 miles of a public park or recreation area.
If yes, identify the park:
Manager/agency name:
(contact name):
(phone; fax):
(e-mail):
Review conducted by: �J ►� Date:
PLEASE RETURN APPLICATION MATERIALS WITH YOUR REVIEW/COMMENTS.
YOU CAN ALSO E-MAIL YOUR COMMENTS TO:
Adrienne.McCoignq nctnail.net
THANKS!
Return form and materials to:
Adrienne McCoig
DENR/Division of Parks & Recreation
1615 MSC
Raleigh, NC 27699-1615
(Please Print on COLOR Paper)

Page 8 of 8
A. All sideslopes shall be graded to a 2 horizontal to I
vertical' or flatter. slope .
B. Any settling ponds or sediment basins shall be backfilled
and stabilized.
C . The processing, stockpile, and other disturbed areas
neighboring the mine excavation shall be leveled and
smoothed.
D . Compacted. surfaces shall be disced, subsoiled or otherwise
prepared before revegetation. „
E .'' No contaminants shall be permanently disposed of at the mine
site . On-site disposal of waste shall be in accordance with
Operating Condition Nos . 11 .A. through D .
F . The affected land shall be ..graded to prevent the collection
of noxious or foul water.
3 . Reve etation Plan:
After site preparation, all disturbed land areas shall be
. revegetated as per the seeding schedule included on the mine maps
dated October 15 , 1997 .
In addition, the permittee shall consult with a professional
wildlife biologist with the N. C. Wildlife Resources Commission to
enhance post-project wildlife habitat at the site .
4 . Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the
extent feasible . In any event, reclamation shall be initiated as
soon as feasible after completion or termination of mining of any
mine segment under permit . Final reclamation, ' including
revegetation, shall be completed within two years of completion or
termination of mining.
This permit , issued June 4 , 1990 , is hereby modified this 9th day
of December, 1997 pursuant to G. S . 74-52 .
By.
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

MERR
LEGEND
OA 'MINE
POTENTIAL WETLAND AREA
TOPSOIL_ STOCKPILENO" I
LIMITS OF DISTURBANCE
i
INDIVIDUAL MINING BOUNDARY � � PLAN,
EXISTING PROPERTY & MINING PERMIT BOUNDARY
EXISTING CONTOURS
EXISTING PONDS OR STREAMS 294 K` :Road
EXISTING TREE LINE
. .-. I client
_
oncur�, North Carolina 27559
.\ _ _._ _.—. .-. ,� EXISTING ROADS
- TRIANGLE
/ 'r j ' EXISTING POWER EASEMENT
BRICK
- 4 SILT FENCE
-_ _
COMPANY
TRIANGLE BRICK COMPANY
6523 NC HWY 55
D 713
� % t�RH9A 9.544. 796
(FAX)919.544.3904
I I civil engineer
E i
1........ JACOBS NC LICENSE#F-0287
�: �• �� a, s ` `— J '` 110 CORNING ROAD
SUITE 2500,CARY,NC 27518
PHONE:[phone],FAX:[phone]
CONTACT:THOMAS.WAINWRIGHT JACOBS.COM
j l i
-
I
.- -41
A r / FOR REVIEW ONLY. NOT FOR
( f / CONSTRUCTION.
CAR
`SSA" e _
EAL
w A,
[
11
VERIFY SCALE
0 1
BAR IS ONE INCH ON ORIGINAL
- DRAWING. IF NOT 1 INCH ON
PLAN VIEW THIS SHEET, ADJUST SCALE
SCALE: 1"=60' ISSUE
MARK DATE DESCRIPTION
PROJECT NO: EIX10200
CAD FILE: C-MP.02.DWG
SECTION A—A SECTION B—B DRAWN BY:
1 280 280 280 280 -
JWL
` I ; CHECKED BY: TJW QC BY: TJW -
260 - _.._.._.__._.-._.__-.__-_ -_-_. ._----___._ _-_.-.-___. .__....k___.._. -___ ______.___-----------_.----__._w_ _..._.._._..__._ —___._.----------- -_ ___._._.
EXISTf G GROl7N0 260 EXISTING SCALE: AS SHOWN
-------._ _._. -- ------ — _ __------ ----240 _____ _ _.___ _ _ .____...___ ____ _._._� ____ �__.-_____-_._ � _........._._..... _____._._________ _________. 240 240 -___._..._.__........-. _ ..... ._.__._..__._..._..__ ____.__ _. ..__.... _ _...._.. _._._... 1. __..__.- .- __._.. � ___. __ -__ __ 240 DATE:
MARCH 23, 2011
_ I
__
220 � __—..-___ ______ . _.._._._____-________-------------------.___—_ __.___.__---..__'HATER LINE-mm LEV---= 21 D�_�____________m_m._ ��__ti— �ti------__ ____-..__._.___..___.m_ ...._._.._..._______ ________ 220 220 _� �.___�___ .__.__________... _______.�- _____.__ ___ _.__.. __ WAT R LINE ELEV = 21-0 —_ 220
__ ____-- ___—_— V sheet title
7
---- ---_---- _....___. ._ ___---------__------ .__. _.—___ _ ------- 200 zoo _--______..—--------------_—_____---___ _ ____ _-__.._...____.._._ .-._.. _- __. ._-----_---- 200
M-6 MINING PLAN
180 ------- ------ _.__-____ _____` _..____._.___-____ __ _ __________. ... .. ---_____- ___-__ __------______-_ _.___. _._______ _____ __ _--_______- ----_ __-_____________ __ _ _—_—___ __ _______ ._._-_____ _..__- _._ 180 180 --- — _._.___.__ __. _....-.__ _ __ _______ 180
PROPOSE GRADE PROPOSED G ADE
1 _. _..___ __ ________.__-_____.__ m_m_.. __...,______.._-_-- - --_ _.._____ _.__.....__. .. __________�_-- -_—___ _-----------_ .._.. .. _ .______------------___ _ _ _—______._.. __ ___._ _...._. _ ----- --_-_ .__.._...._...-.-..--_.-.__.. ..-.......__.ti_ .___. .__.__._..__._ __ --__- ---......__.._._.__.___. .._ _.._. _._.- _._.._.___..__. _.- _.. _.__. .____.___._. ___.._._....._......................... ... .. ._. -_._-._ _____.
60 164 160 I - -- 160
! I
r '
140 —350 —300 —250 —200 —150 --100 —50 0 50 100 150 200 250 300 350 400 140 140 —300 —250 —200 —150 —100 —50 0 50 100 150 200 250 144
NORTH
SCALE: 1 IN = 60 FT sheet number
SECTION VIEWS 60' 30, 0 60' 120'H.SCALE: 1"=60' C—Mp . 01
SCALE IN FEET
V.SCALE: 1"=60'
W:\JOB\E8X857 — Triangle Brick Merry Oaks Renewal\DWGS\CIV\C—MP.02.dwg

MERRY
UAL INE
Sediment Basin with Skimmer Design Su ma
010 Flow Rate 8.98 ck. N
�
Volume Required 42,W cf
LIMITS OF DISTURBANCE Surface Area Required 2918 sf
= 17.72 AC Volume Provided 4 cf OK � /[ � PLAN
30' X 60' CLASS B Surface Area Provided 3,130 sf UK j� �.
998
18' EMERGENCY SPILLWAY Ift
ELEVATION 218.5' RIP-RAP APRON Length 50
Width
34' EMERGENCY SPILLWAY ��\ Len th/Width Ratio 2.00 ti: OK '
0 ELEVATION 213.0' 1. SDIIWav Width Provided 8 ft OK
Skimmer Size 1.5
:Of ifi a Diameter 1.5 in
Tootering f E Elevation a23 days. 294` ing'l�nad .
Moncure, North Carolina 27559
i, �► 15- M �. Bottom Elevation 223.00
�.�► �► ... / ( client
.,, MAINTAIN 50 /
Riser Size ft.
` ii�r �� •-__ , I Riser ver Elevation TRIANGLE
"of
/ MINIMUM CLEARANCE / Enter ert spillway splllway Elevation 225.00
/ DIVERSION DITCH #s 1 IL._ � -..,. ; Erraer S illvva Width 8 ft BRICK
8' EMERGENCY SPILLWAY 0 - `=-
ELEVATION 225.0' // MINIMUM SLOPE 0.30% (� �T '" ,./ "TEM ORARY SOIL Mani 10 ear Water Surface 225.00
DEPTH a 2' 1✓ --�~- . - .. Saw `� -- - I COMPANY
/ 5 C ILE ediment.Gleanaut Elevation 224.00
BOTTOM WIDTH = 2' � � J � - � �►-�
LINING TYPE = JUTE NET J'
LINING WITH TALL . . ' 1W_ y,
FESCUE SEEDING (A� SKIMMER BASIN M6-1 SUMMARY TABLE COMPANY
/ I \ ! I 85213 NC HWY1 5K
- ... _ . . . DIVERSION DITCH #5 / I I DURHAM,NC 27713
MINIMUM SLOPE - 0.30% �► _ �--� \ �.12SCALE: N.T.S.
DIVERSION DITCH #7 I f DEPTH = 2' � �`�� I I (FAX)919.544.3904
MINIMUM SLOPE - 0.30% } -- BOTTOM WIDTH = 2'
DEPTH - 2' J LINING TYPE = JUTE NET LINING \ I civil engineer
BOTTOM WIDTH = 2' WITH TALL FESCUE SEEDING \
LINING TYPE = WOVEN
PAPER NET LINING WITH
,. JCaBS
\ TALL FESCUE SEEDING
INC LICENSE#F•0287
110 CORNING ROAD
PHONE:[phone] FAX:[phone]
\\\� \\\ " / / \ \ // I' Sediment Basin with Skimmer Design SummarySUITE 2500,CARY,NC 27518
,
oio Flow Rate 2Q.aa u~Is
Volume Required 9666 cf CONTACT,[e-mail]
Surface Area Required 8641 sf
M6-2 �� \ Volume:Provided 14790 Of OK
SKIMMER BASIN
Surface Area Provided 8,440 sf OK
f
RIP-RAP r
30' X 30' SKIMMER BASIN M6-1 REFER TO DI=SIGN SUMMARY,
CLASS B REFER TO DESIGN SUMMARY, THIS SHEET.
� Le th � �174� ft
\\ I Width a4 rt
' APRON THIS SHEET. \ � I Lent "Idth Ratio 2.07 :1 OK
SKIMMER BASIN M6-3 II 5 illrva Width Provided 18 ft OK
REFER TO DESIGN SUMMARY, Skimmer Size 2.5 in
f THIS SHEET. ' I Orifice Diameter 2.2 In
I Dewatering Time .. 3 days
Top of Bank Elevation 22C1
I Bottom Elevation 216
Riser Size ft
II Riser Elevation
° DIVERSION DITCH 1 Emer enc SpillwayElevation 218.5
# .�
MINIMUM SLOPE = 0.50% f::::�
�
M6
BOTTOM WIDTH = 2 I Emergency Spillway Width 18 ft
DEPTH = 2 i Sediment Cleanout Elevation 217.00
\ ; i Max 10 ear Water Surface 218.Li0
' LINING TYPE = STRAW DIVERSION DITCH #3
WITH NET LINING AND MINIMUM SLOPE = 0.50%
TALL FESCUE SEEDING DEPTH = 2'
®INNGMTYPWIDTH
DOUBLE ` 2 SKIMMER BASIN MB-2 SUMMARY TABLE
FIBERGLASS ROVING AND �.12SCALE: N.T.S.
TALL FESCUE SEEDING
-maw-NNW
1 :
-' Sediment Basin with Skimmer Design Summary
y, DIVERSION DITCH #4
� �~ :•:•: .:... MINIMUM SLOPE 0.50% .
��►. �""� :.:,:.:.:.:.^• 1►�. I I Q10 Flow Rate 38.01' ft
DEPTH = 2'
Volume Flo uired 171W of
30' X 40' GLASS E3 BOTTflM WIDTH - 2 = FOR REVIEW ONLY NOT FOR
RIP RAP APRON Surface Area Required 12354 Sf
. LINING TYPE = JUTE NETTING :" CONSTRUCTION.
DIVERSION DITCH #2 � �: "•"":•:•:": - Volur°ne Provided 23294 ct . OK
MINIMUM SLOPE = 0.50% �►� '�-�.:::: ::::, ._ AND FESCUE SEEDING ;:}
A TALL 1I Surface Area Provided . 13,034 sf ©K
DEPTH = 2' �► Le th 174 ft
n Width 84 ft
�, �. 24 RCP CULVERT �� CA BOTTOM WIDTH, = 3' \":::
-r r e thlVJidth Raga 2.a7 :1 OK O
LINING TYPE = STRAW INV. IN = 23250°
_ S p iliwa Width.Provided � 34 ft OK
WITH NET AND TALL ��ti _ .;.-.".;. ." INV. OUT = 228.50'
Skimmer Sixe 3 in 1 O e Diameter 2.7 in
AL
FESCUE SEEDING
Dewatering Time 3 days
TOE of Bank Elevation 214
Bottom Elevation 210 _ a F C�
MAINTAIN 100' �. :j
\ :•: Riser size ft
~ �` ` : : : -�, �► ��X /:;:;::::: :l Riser Elevation f
MINIMUM CLEARANCE �
�+ �::": .•.•. .�: �-. � � Emsr er�c illwa Elevation 213
` .:::: y ,��i -.:� ---► T �.'' ::: 1 Emergency Spillway Width 34 ft
..... ".....:.•. i Max 10 ear Water Surface 212.00
:_ _ -� Sediment Cleanout Elevation 211.00
•_ r� - .: = = ° y�� VERIFY SCALE
K�3SKI MER BASIN M6-3 S wmmmmmmli
UMMARY TABLE
' X 30' CLASS B -,►--_ --� �r .,..-�-- " '"- C-EP.02 SCALE: N.T.S. BAR IS ONE INCH ON ORIGINAL
25
DRAWING. IF NOT 1 INCH ON
RIP-RAP APRON THIS SHEET, ADJUST SCALE
ISSUE
GENERAL NOTES EROSION CONTROL NOTES: EROSION CONTROL MAINTENANCE SCHEDULE: LEGEND
1. THIS PLAN IS INTENDED TO SHOW THE REVISED EROSION 1. THE EROSION CONTROL DEVICES FOR MINING AREA M-6 HAVE 1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
CONTROL DESIGN FOR MINING AREA M---6, WHICH IS BEING BEEN REDESIGNED TO CONFORM TO CURRENT EROSION EVERY RUN--OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY POTENTIAL. WETLAND AREA
UPDATED TO CONFORM WITH CURRENT EROSION CONTROL CONTROL STANDARDS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
STANDARDS. MINING AREAS M-1 THROUGH M-5 WERE
PERMITTED (AND HAVE BEGUN OPERATION) UNDER A 2. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH 2. SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP TOPSOIL STOCKPILE
PREVIOUS RENEWAL TO MINING PERMIT NUMBER 19-10, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES LAND AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
QUALITY DIVISION STANDARDS.
LIMITS OF DISTURBANCE
2. AS STATED EARLIER, MINING AREAS M-1 THROUGH M-5 3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY TO MAINTAIN A VIGOROUS
ARE OPERATING UNDER A PREVIOUSLY APPROVED PERMIT 3. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED AS DENSE VEGETATIVE COVER. INDIVIDUAL MINING BOUNDARY MARK DATE DESCRIPTION
(19-10), THE DESIGN DRAWING FOR THESE MINE AREAS NEEDED, AT LEAST ONCE A WEEK AND AFTER EVERY RUNOFF
ARE INCLUDED IN THIS PERMIT RENEWAL PACKAGE FOR PRODUCING RAINFALL EVENT TO ENSURE THAT DEVICES ARE 4. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN EXISTING PROPERTY & MINING PERMIT BOUNDARY
REFERENCE AND ARE CONSIDERED APART OF THIS PROPERLY FUNCTIONING. SEDIMENT WITHIN THE BOUNDARIES OF DISTURBANCE. ALL DISTURBED AREAS SHALL BE PROJECT NO: EIXI0200
APPLICATION FOR RENEWAL. NON-EROSIVE AND STABLE WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER EXISTING CONTOURS
4. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED COMPLETION OF ACTIVITY, WHICHEVER IS SHORTER. CAD FILE: C-EP.02.DWG
AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES EXISTING PONDS OR STREAMS
OF DISTURBANCE. ALL DISTURBED AREAS SHALL BE 5. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS DRAWN BY:JWL
NON-EROSIVE AND STABLE WITHIN 15 WORKING DAYS OR 90 ESTABLISHED. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN 15 WORKING DAYS OR EXISTING TREE LINE
CALENDAR DAYS AFTER COMPLETION OF ACTIVITY, WHICHEVER IS 90 CALENDAR DAYS, WHICHEVER IS SHORTER. CHECKED BY:TJW QC BY: TJW
SHORTER. EXISTING ROADS
6. AFTER CONSTRUCTION, THE DEVELOPER/OWNER, WILL MAINTAIN ALL PERMANENT EROSION SCALE: AS SHOWN
5. OWNER/CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO CONTROL DEVICES, IF REQUIRED, IN ORDER TO PREVENT ACCELERATED EROSION. EXISTING POWER EASEMENT
PREVENT AND REMOVE THE DEPOSIT OF SILT OUTSIDE THE DATE: MARCH 23, 2011
PROPERTY AREA. sF sF sF SILT FENCE
Sheet title
M-6 EROSION
CONTROL PLAN
NORTH
sheet number
SCALE: 1 IN = 60 FT
60' 30' 0 60, 120' C-EP . 01SCALE IN FEET
W:\JOB\E8X857 - Triangle Brick Merry Oaks Renewal\DWGS\CIV\C-EP.02.dwg

MERR, Y
OA IN
M
G ..:AN.
„E,IT _ _ _ _TOP ELEVATION OF STORMWATER _ _ _ 0.5'-1
" `1^ n
5 WASHED
NOT MAX,
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES STONE %' 1
2•
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. ;
MOST OF T14E SEDIMENT WILL ACCUMULATE IN THE I ST BAY,
WLIICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. EXISTING SLOPE 294 King Road
a 3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH}.PROVIDE
25Pffi
%ofbam 25 v Fb in 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES, MOi1ClJf@, North Carolina 27559
s�srf9ca aces surfsec'srp� > BLANKET. Bent
RIP--RAP
4. BAFFLE SHALL BE 7DD G/M2 COIR EROSION BLA T. �'
E 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS VARIES
FLOAT 3 f of " 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL TRIANGLE
FLEXIBLE JOINT E7A�9o0 ffiZe' - BIA 6lit$hCC
{RAOIATOR HOSE/ ^.
SIDE VIEW BRICK
EXISTING SLOPES
OUTLET END:rONNECTION COMPANY
TO OUTLET PIPE OR RISER
BARREL PIPE LONGER THAN SHOWN. - -
CONSTRUCTION NOTES: TRIANGLE BRICK COMPANY
PLAN VIEW CROSS SECTION VARIES DURHAM,NC 27713
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
919.544.1796
SUPPORT ROPE SUPPORT POST SEDIMENT STORAGE REQUIRED. (FAX)919.544.3904
TO WIRE TO 24"INTRO BOTTOM STAKE TO 0,5'-1'
PREVENT SAGGING OR SIDE SUPPORT WIRE KEY RIP RAP INTO THE DAM civil engineer
\ FOR STABILIZATION.
w I KEYED RIP RAP JACOBS
of
FENCE AND FABRIC
BURIED IN TRENCH NC LICENSE#F-0287
—STEEL POST �5 WASHED STONE
110 CORNING ROAD
SUITE 2500,CARY,NC 27518
6"X6"TRENCH, I COIR MESH OR SLMILAR,STAPLED OR �EXISG PHONE:[phone],FAX:[phone]
BACKFILLE.D AND
1 J. TRENCHED INTO BOTTOM OR SIDE FRONT VIEW GI uOUNra�- CONTACT:THOMAAS.WAINWRIGHTOJACOBS.COM
rf_ STANDARD SKIMMER COMPACTED
STEP SEQUENCE
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
C-ED.01 SCALE: N.T.S. SECTION VIEW AT OPENING CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
(`_3� STANDARD CHECK DAM,
C-ED.01 SCALE: N.T.S.
(___2 STANDARD BAFFLES
C-ED. 1 SCALE: N.T.S.
BAFFLES WITH METAL POSTS,.
WOVEN WIRE FABRIC BACKING, &
COIR FIBER NETTING `
A
5'
TOP OF DAM \ \ k,k1lb
\ �T FOR REVIEW ONLY. NOT FOR
CONSTRUCTION.
8'-0" MAXIMUM
TR
MINIMUM 10 GAUGE SILT FENCE FABRIC \ EAL
INSTALLED TO SECOND
LINE WIRES MINIMUM 12--1/2 GAUGE y
°
NOTES: WIRE FROM TOP -" '� \� �=--;`
INTERMEDIATE WIRES \ 222��
BOTTOM ANCHORED
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. --__ WITH STAPLES ;�1 GI N�W��
•��2. SILT SHALL BE REMOVED WHEN DITCH IS ONE--HALF FULL. / GRADE // sl IIP
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. _ SKIMMER WITH I�rlMl0
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAG AND/OR EROSION CONTROL NETTING. RETRIEVAL ROPE �-
I VERIFY SCALE
STONE APRON
0 1
d FRONT VIEW I
11 i I BAR IS ONE INCH ON ORIGINAL
I � WASTE MATERIAL--COMPACT, � 2' MIN. �--- = BAFFLES WITH METAL POSTS, DRAWING. IF NOT 1 INCH ON
SEED & MULCH AFTER STEEL POST WOVEN WIRE FABRIC BACKING,
-I (C VAR. y. .,Y THIS SHEET, ADJUST SCALE
S� CONSTRUCTION OF DITCH d911: WOVEN WIRE FABRIC AND COIR FIBER NETTING
I opF 2' — 10 :'•. N RETRIEVAL
—_ 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA ISSUE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC TOP OF DAM �5�� 1811 ROPE SKIMMER
AREAS OF CONCENTRATED FLOW.
_ 2• VAR. '�, 31-0" 0 II III J
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN 26 PROTECT WEIR FILTER
III—III—III—III i 1 I—I !—I I— I_f I _ _ +� III
— —_ — '`{Y FABRIC CI& RIP RAP FABRIC �� DEPTH �Ir
I—
I AND TO REMOVE PRESSURE ON THE SILT 3 POSTS
II 111
FENCE. iV r._ — —I'• GRADE „ II IIIIIIIIiI
�. :
2, 6 MINIMUM COVER - .. I 4 OR fi PVC_
I--
* -- _ _- _ ' -- =
OVER SKIRT ==11 � 7--1 .F III II II!_II. II _II,._.,I. III,IIL_III � i,l�,lll II I: II i_ILI II ,CI_
21-�R �Tr I:I,__'il 'Ilr-lll;-;.III."III .II _'II II II I'I: 1- it II I:..I II III lil III I
1 ! "
3 ANCHOR SKIRT AS DIRECTED 5 x3 x1$ LENGTH
CROSS SECTIONAL VIEW BY ENGINEER * 6" STONE APRON
--RI_ SKIMMER BASIN CROSS SECTION MARK DATE DESCRIPTION
SIDE VIEW
PROJECT NO: EIX10200
NOTES:
I 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES. CAD FILE: C-EDA1.DWG
TEMPORARY DIVERSION DITCH. 2. EARTH BERM SHALL BE STABILIZED WITH VEGETATION ACCORDING TO STATE SPECIFICATIONS. DRAWN BY: JWL
3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF
C-ED.01 SCALE: N.T.S. SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE CHECKED BY:TJW QC BY: TJW
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE THE SEDIMENT SCALE: AS SHOWN
65� TEMPORARY SILT FENCE THAT HAS BEEN REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR AND/OR REPLACE BAFFLES.
4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF DATE: MARCH 23, 2011
C-ED.01 SCALE: N.T.S. THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP sheet title
RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM EROSION
FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE CONTROL DETAILS
96rwwljl
BASIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL,ARE RECOMMENDED.
6 STANDARD SKIMMER BASIN. sheet number
C-ED.01 SCALE: N.T.S.
C-ED .01
W:\JOB\E8X857 — Triangle Brick Merry Oaks Renewol\DWGS\CIV\C—ED.01.dwg

li6.7
TRIANGLE BRIC, K COMPANY
e
MERRY OAKS MINE #1
MINING , PERMIT RENEWAL
INDEX
1910 �P �G
. o
COVER SHEET. ...................... ....1011
OVERALL PROPOSED MINING PLAN ............................................... 2
NORTH
EROSION CONTROL PLAN (SHEET 1 OF 2) ...... 3
EROSION CONTROL PLAN (SHEET 2 OF 2) .........:.......................... 4
MINING PLAN (SHEET 1 OF 2) . ................... ................................... . 5
ma4ty ,. -"", MINING PLAN (SHEET 2 OF 2). .... .............. ............................ . t
-----------
`1911 1911 MINING PLANS - SECT N AREA Nl-3 AND AREA M-4 . ............... . 7
, MINING PLANS - SECTIONS, AREA M-5 AND AREA M-6 _...-........... . 8
4 .
-,l,,' RECLAMATION PLAN (SHEET 1 OF 2} . ....................... . .. 9
SITE .. . . ........ ...... .
1011
� ti RECLAMATION PLAN (SHEET 2 OF 2). ................................... ....... . 10
�� 1912
ERASION CONTROL DETAILS..... .................... .
...........................
`
LOCATION
EROSION CONTROL DETAILS......................................... .............12
- - �
NOT TO SCALE
CH. Aml' HAM C 'C> UN "rY NCQRTH CARC> L. INA
4
.JUKE , 2000 * a s
aoo
REVISED QC mrC> BER , 2000 SE
asa. �.
r� ,
MCKM&CREM
i
ENGINEERS* PLANNERS • SURVEYORS
WILMINGTON, . NORTH CAROLINA RALEIGH, NORTH CAROLINA
SMITHFIELD, NORTH CAROLINA i
j
r:
i
E
t it

0
� a
Z 53
� N
. o
� s
0
- � � ,
� g � 14Q
Q F
6i
J
Q
N O
8 8 g o '
l`i . _�
G? rn
W
a ... 1 ..... � ._d
'„--�,�\.... • �,` `• „ram-••.....,,� ; y' •! , ' f ,rr _ t� S /' _ a
f.r�C.: ,'`. ..,n,- -J•f'• •^ "•i"'-\: `- - 'ii i• !Ji it; ,..�..,t ;+�, t:.r.tw.r .:.�•-'` `.•�� S- e- « I�.
.:, -„c `V .�i, y •d� +'.n ,r„w.4„ou' ' ?r'4�+,•k•.:. ;1 j 1, . , `. il"'!li �•• ,:i' L r. , w,. •.-,-.o+"�'�`�.y,\ �4' W
...F1_'1.____1_1__�-
, w •.•y .'t \` ` t 11 `a "-'r M Jr' _ i r 1 I I- r t i _ . ; �.'K,�,4•:i _ t 1 w \..r`.trA--rl••'`..•4�.•:..i.rff�.•,. " / ../+\`•�•"-t°�'•'•+. . "`i {.,
" 43.
- ;):J' i : ,_:� ''r' i ' ! - i .\ -i: // i !% `.i \ :' !
. \
i 1 / _, ` \ Q
a ! I '``,
/' I V` ALJ
t s .
i,
i „`-' \
\`
\ `� i Z \',
\ i
\ '
. . . ! 1 -
♦ ; � , f 4 i ! \ \ N\ i •,�i Jr• i I
', 1
-_ 1 I, � I. 1 -
rkt - i ................
/' �` \ i ,'
I ,,r` Eti• i
t •F r� ,I i
1
i` - \
;1
. "�' `
{ .
! '.. t
i /" / i I% 1
,:. r': . _
i" .\
f/ f' M
4J r 1, 'r- .♦ -•/ .. �.
r f
i / // ��- t7 j,{ ....-
i -�\ _ 1 I' i" is i 'f f• lJ t,< ' \ \ r i i11 �. _ ��
s r ,• :
\ _ I'm . _ -
.
IM&
rf
�/, - ,,.,yam /
S , \"ten! � �..'. T'' ` 1 '(r�r 1 - ��J"p��\ �\ I r ! ,. . �."'. Ql3a'Y69 N
iL�?!I,' d, t i ; r i _ ,a• - 1 ;y\\ ,, • , '/t'''' - {. .4:f:4C,":. T r•' ` _",
0.
] \r ,\••1 rr I - !� -Y'�+a"�'-' - t i j i F\",s•`y+ "4• `:; 1,,. i�' ti i i ,� F; •ram $`' / ,3 Oy�•r�Y �7
%
; ;
.-
, "
I/
2 r^ \''''\..\.1 ••� / t t ,f�. `_'. ,:i•:. ',. ,r „ LC�` / iltlia�iTL
1 i I � it C: f 1 I'?.' J i ,..'� !�' • % i 1 i ;� / _-----�: i: '. '_� I I. tom 1\_ vR.! _
••,F \\. /' ,e/1b,'� ! i 1 jf i ; w . ,-;/,f n!.r J y Y: +•t'' `•',\ "I`-� ", , q,, JY
,I
� I
: *
r i! ' iStLa'1 tliit i(ICB iL ,.r•'. 11 ' //- /`:Y/ / r I j i {! Ji i, %i�4 y iy� ((` `\ \\\_ `\`\\\\ `
_i \
t.
.. 1'`. _
j.i \
: :
,
ff ,f��
llE �'` i• r' 1. v ,\ :/r i / `I ii ] ::;.�:: % , 1 �.'" '\ ,♦ \ \ 1 i i - `"\ W
5,i ' _rrT--"--�.""_^r /` f' /' ••./r f.!' 'I: r i i: \ �C \, •\ 1' __' , / 1 ,t!
i } rCO
f -w - i ! '.F'.r' 'f, - _ \ •J""...� '', i 'f, ''/ \, `� rt,'• ,c.` `\ :<1,
T'::: f r- 4 /
- - /' 11 ^' r`. '' / 1 t /err J F '/; :i•''+, i r�`Y 'Y.'\ ...»" i L7.r,.y..r.)>_y. t f, l f,f• } `L 0 z
`•.-�_ r t 4 •- ..\`, / `•i , i �r f'/[f, \ \r' ,. (; 'r' y'.!?K'>• "r3:'.' ♦' a T] ■A■��
J 5 t - \ [ f, f, t\ \i. ^, \'``, Sl ), �F.J1•i, f•:' / \ ; •l' 1 r 1 �•. Iq��
J t• 'r` ,k S 4,'♦`' \ ``\ - l k 1 �. ., •`\ 1 r: '( t �,!
IF f r i 'A\ ` t ! is xY \� i'' a j r i
\ ;s� ., " 'I { ,� "� \ y
� F- ,.;.......
- ; i � \ , ,
. a: 0.
j� . I_­"..,
- �
f,)
® .;:v, !' I : : 9�,. � .ter•�, l - - I ---..: i' � i'•• `` 'I- .L , Jm;f I , . ./ Jf 1A[
, I
/r! ,Y ...... ! "'' i \ \\\!. i'EiE•1• ;�..,­ f i s ¢¢ [ .\' _ _ �' i f ,J - 4I .f.. ( - •I - ;r 1 V{' ! i ( ] / t. .t. � ,......✓ .) I i _ i .It r 1 �• i y. _ ^1,1__. • ,'ii _ 005'i89 M
1 !: f _- t
{ t / i i pp i 1 \ ;ss \ ill
r i t j• :r'••'i I i /' j{Jf) .�. ..if F°: r ``Tf `\
/ Jfr p \ / - { / Z 1 1 f f r I! \•: if• t'i r_
[ \ r \�
J' i f r _
\ 'F .J
f 1 , j -. 1 \ 'r \ - 1 ( r1Y \ [)•LT,
_„
1. I
_it'S I r ,. ` �. / il , r , Jti7. - .}hir'
f O�rd %`-/'r�� -, •,,, - 1/`,r'• ! 'L...• l ., `% i! `;\ `ti'`y:_-•..:. t. j/. _ 1 ! f<. r i I1.
L.`i` J t\ i.• .,, `.r^ l /1'1�11`
%♦ / `' `, `\ �i- s` `_ ,11, C1 ter•,- '•' `!' \`` h'�• /' !. ``-i
�• .•. \.. `^•-,.r i 'f \ �3,rf.,\ fJ'S.'i, ? 'y'- ,� � i j i'tl f r '\....__ q
i ! G i '\ \ i• /._\. `•....-r'' / r vi �� ', r t., ', 9F: L•;'(•..::., f: ` X
\. /' rf: % J ` '\ \\ ' ri" � »..�.�e»-•^r3{1 J:% i / '.. £ i J i i r' ''\ `r+ '�` i r t,\ ..1 '\, \ / ,:jam,».♦ J ,. ' - `• - // f .^ c !: \ 'Fi 'I '!% i /''` i", 2t`\ r r y /' ♦ \ '\ i `!/%` 'f.I, / .j °-,( k 1, �'�': y t J/
?:i / 1' ,`l+e. �;'K is \ '•i ^.. i ! /` . ,i ,.\\, ,;,:,�••". _~';�;"• '/ ti,' •r\ f ._1 / J
J' W
:F"`.f.•r•f, -`\ ..,� ,/ !i •\.�\� •- n f�(\"'-'i\. .:' f i' \`;.. TT,!;:• ..>r _ r I \: c =i i:� 1' r r'
Y�?: e?7l 7 �! ♦'� \/�' 1 is /f \r / ii/J E/ ! i L f `'`'•.I 1 r' ! / •<J
-c< ,% ,' y; r 1: _ \:' t, �I :� / J�cti» �/- � :. _ /i 1 :x ( 1` i t i\ �11%, f y %t
)n: :n-„ �• «.1? .. `.M i •\ 't.r-r r r',,, _ 'r.-. a n', ..uc; .// \ i i r \ .ti' /T - /
„ltl T ) •,1S'ti^` J °1 \:�:• )1' '%S .� \ �.!"' ,l',., '/, ;-'r is
^n^t r l"`r °kL. �. 1 P, ._ J f -;•, •, �,`^ 1, S'. /.- r ,t` � 11 .f . G
\„^ ,,., !. \' r''� ., /' /'� 1. \ v %C - y \ f r 1' r `,i i ` \ r\J ♦.. .as` 6
t. .li Jr. •\ '^y = ,`fir y`, �. \ / �., _ ~ .�, 7- .,' r '*, 5>0 /J 0
'� 1 I`..♦ 1' i f') \\ .�.rYr^" ,� `,.0 �•,+ wr _ -r _ - x /-r`V r.` \\\ `\ '\ -% \. '' f, lr �'
,nr /.1 I ' - "`.�•rr /i ".jam. ''r:: _ J!J n'' ' ♦.R [ . \ `, , / / r _,•Y J�tl i3
e S\ 15
�.«. } / /
-� l
�i - , - -
i - \ /
,- { ,r^..._.., ...- jE' r -." ___ .` •- ».. \ it '//
f
'i }
/f ';'1. .^'/f/'/"- ' �-:. •-� .."`\ \/ r� - _ \` i.•...�,�,t`\ '` ^/-('C,� !�• / r�/' .r•. , l•r f, .. ` `� �v .f/ a
f---
y ` /r _ < /,.._ _.._ _ \\ :�'�/' ��J t ` `/ \ �t' J f!��.f :\,i r� , / J r j f r 000'ses�r U t-
,„ • i>!/ M`-'J• ,„'/""" �\^ '' `' +�' �``r ✓' % -- `�`. �� J/r / . f/ 1--`,Y s F ,/ f �r� ''r� ` `•�
r' / -•...�/ r� - f / r'` Hy.+"`• +` .\ 'il! %u'i"
/' \ 'I / i j i'\,: r'�r /-- //Ijf� // , a !f f j A¢} ¢ WR \. � '! rI, I!"`\� /.• ,,,/I- - p ✓., .J"'^..� a 7. ': ' ! i '\f, .r' f / T j :5 I V 0 W
., i _ '``• _ f 1 1'"� '\ ����,,,/!! .\- ` r y : . E { i", f' r f' d r! �.,..,..,, i ,J 1 i !
\ !-/ r \ j - �` %i' Jr. y.,-•,'• rJ. \, ,`i ,l ,7 'tij1' `•i r i. j' i - i: f i 13 V
sv?-• Jr T r..'- •! i ! .l%' .J;;" J �, •�. , C.. 't ; ' t 1 /' !'"! j, 1 •♦ l x f_ w
,i 1 i _. f YT�����"�"�•�•.,,, r �^a, ,. - ,r' J 1 i j ?:[' %•':[ r k i .?, \.�- j�}� \ � < I'""'
.. r F i/` Y "•.. :`, q / 'l�; /• ,i,=+ C ,'\; � .f/ E i \, , i �.. {a •'L W Q Lij( ¢
i J f i f /,.� ^v, � - ` );± i J- \.r''` './" fl4_ :e .r'-� , -` ].i:i i't [ 31' ) \�' r: 1 <fr :E 3 i .2- , " •t �/ ..a !'�
'___. /- J, ,\`\ t* r� //'.r\ i k l l% T� -'"'_- \ •�� I 'i': l i j i 1 i•j K 1 'f.'` '( t. i f ``\ `,\ ` '\ 'f t r� �1. a r/+,
f' I i..- J!J/' \; ,\ .., //.' . ri \ . t :i t ; } �' { I f !i i i `\ \'' f \ \ iV v 1 >_li.W Z, 1, 0 p V/ m
/ dti�ii;! f "` r:, \�\ ti! rl --\ i t 1 % `/ \. \`ti...._--" r i j � E_ ' "y `ki :I i \it 1 t�;`` \ `\\ k i i !t (ll U Q 0
!r+'r.�' J'{�,1LL f, /1 �Jr-.�..��` , # +.n: `..�.�f� f' iz ; J f/ / `^-- •�\ t ( {• -r,i t ,.` r{ ?y i; i 1 ;�11`i�' '�» .\`` `, , '` !; ' 4 U i:J.� O�In � ,_
�! _ .� / r - _... err: , , ` }. O ,k.
ty -_` i, !1 / /: .....�\ \ \},,:-', / / r�.,.. 1 r• i / / / i-'•` .._.».. -» ~• e C. ). \, , '\:i,`!``, \ \�;` ....r'•f"�. �!: r ( ,``\,� \ \ i 4 !f. {.� � Q O
n ci! \1 /% /� / J JJ ` -
,\ ! r/f ,rJ �/J f,J. r J „ �\+i\•i,r,•` i i \ i € k- \�`1,\^ ,`'`^�,.��'',�': t '\ , \i•,t -i _ ...1 Z¢ �J..
!i! !!/,r ! \'` i. _f r, /, /' r t 1 j 1 ( :i /T• .ti \ \ ..� .'I`i,\ \ \` \..,, r ram° :'t Y t• Q Z�1., Q C [AAA\]
r 1/ i ! ,\ ' .. \ ek e U �� fir/
A. J J / ` ``?, /'iJ/ /J \\ �'- }1^�} fi } 1qp°E3 1"3iE Y !�' f ;, ``.`R: I k'� -,i{4'-�,:'t \ �, -'�r _ 1 ry/ Z¢O ��
F /f •/J/ - '.i f !% `� �,.,........'�'�"'! r,.S ' t f !t !F 'i�+•.�.,..,._: ., +°1: °\s i tj Z L Q {\
J/ "f 'r / ` - •i '`_e J • i" ``-,. I1 1 E " : ! ,i; /. i'."'•".' •r t T� tl '� j.- O m `� = 1'�T-
E c
rl '1"'/i / _ . t f I! ' f' f� ,�....� ♦, -, �, 'r i ? i ; :*,'s ' \' !/�''�.\ .\,, \\\ lrr�� '' j :i Q'In 0 z - 0 (D 0
r�rlr
/, i /• i ? / ! `,` -,` ` ,.._...,..- - - : :i '� i: /;• ,T/' ti,ti,..._-_ ,�. ,, \ t 1 �, O X 2 Q Z(� .rl E�
! 'f.� ! • / y. `1 i •`.....".•-"..�}'�`J J / _\ ,� f % _ ».....�.../ t I 'j -i\ "\3 -� ',J i! / `\ ` `t\ r i•�'' i ,t 6f34'S84 ~W_U^^��,,'',,"";;��JJ'' 1- Ley
. i f ; ; ;' f / ., 'i i ._./ • / �/! ♦`.�\ l 't ( i _.. .. I V"=! F : JV ,' ';�Y". -.. t\ \r 1- I'lT µ ¢ Z `r
J, I 1 / a`"^w,..f f ! / J, \ i6 () m
!f i{ J 1 /- r _••`,•\ ';`'.\ ,..�. \ / \`t i I 4 Z Z}'-F- 0 a a(
cd
,,,, I 3; / I t J`/r F : /'' /"-/ % \ i 1 i 1 i \.-./if 1 i' � �=f� Y, f j�I�/r; `\� ��f � E V1� ¢ Z �
1 J '`\ "\-��,_ r•...- f \ \ t i �r'"ry- ): j i : 1 . i 1 \ ,\ ,• _ ,jJ!' r ., 1t /...\ ,1 Q �{ O � 'f 'n
i •/� 7 \ -/ .! \ ,i i i r 1 i=i /' /: of/i
/•, \,� -'\ \` \ J' i / t.. Z Z 1"(� W Q Q �r
1 i _ 1 . --, /., , S ,-'t t 5 t, •-,.,\�` .,•//J i i >: = f \ ..r_.-. -. N. \ i %. J 1 ` ,•e i i O�,L 0 Z = w 1'.. Q "'�
'i , 9 _ r w\ /f :r .;. `\+., �"' '( y ; r .L : y i ', i t i,...._..._..._ _ --•' ; `; , ; : �._� _ \ i I I 5: .,. U o U a 'cn a. (n U m
/ _ �,.. i i/. / . ;
s 1 __�\\ , l 'i _/ i
Y4 i i \ \ F i ! i
1 Y t 1 - Gl /� \ i e i l j ' _ r .1-jJ !r `6 j 'i ,i F 1 ! !`jy ,-i It��
1 ( .t z `••i ! i 4'ti.,�� jj{,J 1 `! �' •Jff `\ 'I t 's S '' ••+ ,i S ',` I i .:l r i�
^•1--t% // _ t _r ,..�.�- iI , fr t i i V' f {!/l "'r'i' ,r...J..-...-.r.\ \ ` i ♦; i 1i } t [� y /' I /....,\ k ` j �1 S / !f cd c
! ! / 1+, •` I• i J.f•r'. ; ! i• !J r l r ., '\ r f i _ -` n•`, t i, i `- !' j• ! J t 4 1 I i L.
';�•�•^ - _/ `�a i -i 's J''' .,i 1 f ) t 'f•. ,f• / \-•' )11 : /'•r._. .-"`^ I 1 r' .: i { `� r `\
/ / `/ .,./._ 1 i rs,. ,\ / r.r.. t\ f,.. I 1 1 { 1 . \ '-,�\ d �\ �a !'ET r f ft'; r ! r / / \ '\ �, `\ [ i r i l ( i ;r 1 : 1 1 J >' \ 't i t f J F f
/ ,,, r.---.._. --. i 1 ,/ ✓ \ \�/' , 1 1 ( , i}(-,'\ • \ { t i \ _ ! f C i'' , `/ i f fl• r I J //^___.._.� ..\ \ � ,11 \\ t ( 1 V ,'t , ! '! _ \ ,. i
f"•✓' 1 Z / 1 / .r` f \\ 1 `, \, i !``�.-' Ji! {i J j / // ._ •\ ♦ �, .i i i 1 ,` / f J, ' ! \ •t'! •'i`tr, 'f 5 ` c O
1.
I -
.-,
11 f r' J w. ! i i '\ \ ,i ,i 1 r' �/ f / /'` ,� \ + _r + ..._i f / !
'. 1.
1_1
/.- E i r3Cg�! / E - `^ti. _Y- r i \ t i ;` !J/! i J / �`\ \ .\\\i t -.1 "v:`, s `�, `\ / :" i i } 1 /{ r•\., r ! / i U
r'"--J LL
,, / i .� 'S �.._// '/! �� i 1 t •1 s I `z `� �' J!i,
1 7 - i f 1`\• `\ , `!",\•i'•, i' �t '>, \, •`t i i''i r/ +'""� •1 c. f !• r Ir �_<
y
/f _ ""f �! - r / !' ,/, `,~+` - ---- \,, ' : i +•' i 2 ,i 'F '-i :! j i j / i 1 t t`` `\f \ :i'•~ k '1 ♦ a ,+t'' r >/ ? + J f�m
' I ',- J.• - -_ �J ..«.». -.r J1 i ' i I •I !r; .1. ,y T'n' 1 i t :I `\ t y i i \ \ J f' i [ i'-
-' I l,:'. , ,., ,'S , f; ( i ",,, i I r. I \' . `; /• c '; , a /f "r ;/l- j ;t W _1
x,;��,�' /- L.
// - \ / ,✓' ._._...�.r'-' \�'•• ,J� f- f 1 i 1 i ' 1 E S( % •. .,•r i'\ \ i •t/ ',fr / z I - i• M< V)
i - j' .f / ,, \ / J /4� \ i\�. �" / ! /' / r:I�! '/:' ••t: t s 1 ' r'//�'_ _ i'',i.i ', -" •', `+ /' i 1 - 11 j �'Z x
t / f t % / r ,et -"'\ Jf/ ,' _ `i `•i •,•1, 1 ! 9 ` .QOWOO
/ ` % !< �` / �!•! .�i:\\� _ ./ \.\ // / ! /� /f, J 'v ,t •i F! 1 '\, \ \J J - i� •1E i;' i s `r !r 1 i 1 /•� of P_Q.
F J,� 1 �` x � ti,.,�'�... _ \`;`h _-. �. -i-_ _ter % ' 'f , .f / /� i '`.�\•L.' \ \ `...//! _ ,J\f. _ ,i I ` d 'r"'., 77 - Q`aW 1;1� _. V Q 1.[nr O
/' kk J( \•«_._..._/ i ' `\,� ,f !(_ , ...,.��'�`/ i" / % •S -•1 '\\, \ /-•' ! / J ` ) F` •t } '\ ,/ 1 Fi r,/, 1.L1 w
i t i I ,� !' \y`--~. -,� ' / fI ! i( e:'`�\ \ \ \.✓ i/ f i t 2 ? 4 i Jrf/ ? r J' } OZ 0 O
r' '' / i _ f ♦ ,�-mil , /rr l" /� '. ...... \ ti'\�� :iR i / i t. . q( +, / t ;"� .1 rrll�r
1/ / ,'i __" J _', / //JS` ` . / ._ w 1 S l, >�sl/' i \ d fY
4''/•i , l ..F ,_ \ -\ `\` ...-.�i j ,t' \ / r J \ ♦ / ! / Jf •} j' \ err."- r 1 ,.i '! ! i' % J / /, " i :i 1 „f / 1 - `/ J; _ �r�.0 I- L.
i'[ i . „ ! /._.; `\ \..---..1•+ �� F ( r if f p /+ / \`'�r e ^ ,a i t ..✓" / ,/-\ ? ,? , - r 1 r S =' 0
P{ !/r \``\.•. / ! { ° (- ♦.� ./ / I 1! \ i i / !J f s \\ / ,�..- i'ri '' `w ! i`f i it + F -- O {]Y Q� C!
r i i "`, _ ! , i �/ r ' .,;". ! � � ' f ; J _ ' ` / 1{ ! "'` / 3 ! '� /ri / `i " s �`' /- 1] LL LLI in N
/: f ; -' r Oj� \`-_.� ,/ //! f '"�-:'�- ••11- Y !,' {,r J X r'f! \ \ _>ii_, ! . , 1 /._ N. / J\t , ",11`\ 'i \}- !i %j t!� O.(A r- Z
'J ! '" :.'t:`t7-`��rt� i �_...�. `"/'r,•�J / JJ'�,r;^ / /%• .K' '<� f \ti. ; l f i i• r( `"` `\\,». -� 1 i' l _ / `` ,-r•,f r! r•" k,,,•-•Z' Q (.1J
! -.-' / .�5� pJjy _ '\ . ; k yt i , i {} / J ..r ¢ © r I1L.L
/ .% l• - w.lt.��.• f" J�r, \ i [ ,V,J ,_ 1 •I S `\ j 1 VJ Cam' '"
• i / tx^.;"- '1. ,`, L. - - �' r:+ / J / ,` , •i t •r,,., 1 1 ' '\ f R
410
i ` t i k -k - '! \ ,e(1/, f 1- .._»i \ \: `\\\\ '\ •\ ,`\• i i rr _ 't }•�' J / � ,`\ \ i in n. U
( I 1 ? .1�' i, �- / "\�, 2 __/�` \ ' r / ! f 1 t\y\ \,, i\ i i y %" �: iI[gI y iL J/ \ \ { f O Q
,'` t y ».,•:;- l` .{ .�_._..• _ :�' \:. ,L,1• \ `. i% , , ,\ \ ♦ /,- is i \ r/ t,.,__/ i t �� O Z O.� Q
!• i y'.,f ?7 a�1 '.- j / ,' ~\ -. '<r ''\ %r- ;„s::. ;,., -t. \, . \\-, r `i '•t i, `,- / Q Lt3 U..
I
i .Y' M 3."i , i ' } , i` 4 .F - - ,,�• r t i \. \: '\ i' •, J ✓` \+s ©O
I ir,_ `; 1�.;.,�r< / ; // / '1 •J \\\ �ti'E � 'L�, '` 1 \` \ / r r `\,. 1\ / d �' "ELZ xIf)
i `�\ ,.. :i. ,` f ,f / / :k•` x• `\ \ \• 3. rI' 7 r° \ I / ^` I ' -'J' >.\ \. „f ��
y s.!-rs.- •l i �l ,d �,r - �Y\\ 1/ r sf-'. t'a eY '•"` �\` \� \ t`'`\` ""S^ i r ?f it 1 1 sl'F r'' `\ ..,,�..,J• W�.
i' i :��,.,.y, ii ' ,'.� `_.;.,` \'SS )'` -i 1 ri- - :� .�\\' ,, ,,\\�. _ :r '•t' \ ♦ a.Z}' w
- -% a, _ •.r , ./ /tler __ `� ' e•• .t .y .ze�d-•fir• \+.`'^•„',`, y; ,,;t, ; r ",'[[\E`\ ,,•' -Z UM O Z
,!"S':,L'1'Y•rf rJ"_d / r - ./f '\ , 'Y ,\ _ �'' 41�. '\ \� ` `\., \ ` ,`Z•: /J •' ,\ `, O1..i� ^V©4i�
_` f f / I'i 4 ; ...., /, /'`> •I,J. J • � �� a'Y� ' Y f r +'-jl�' /r✓-� ... •` '\�~` ~ +, \\ \ _ `1\.\ \� `\yam :1�1.3: i _..r f / ,_ \\ O O M O-i 7 z
/� ! ( 1'i //fit ; / r. ;°� �t \\� fF =r ✓'' \ ,ti \\\\ \ \ f r' ' +ter _ \ -- � i^� [I7 � -
,J�JJ f " i' 1: / J. .Y' .�\\ ~\, '' `I".irk./ /' ' t-- i i i• j1 /y , \ \1\ :e ./ ! S �.\_ ....,- ...�'J O O Z
_� t o� y{ ! ;- / ;( ,�y' � -. ,•.r;` r y yf /, :x r r, ` p/" \ y' ` \ -: ii: \ # ✓ s,as'9 rr 4WC)_=Q O
O E7 !r r ti \ \ h` �'� / '/ ri"/ r'' \, _ •\ `. `0\ \ \`�- \,. \ :: • \ .k r ` i w.--..-. �t
\ tl _ i r�, / i �` :f \ -`, t`,. ""'ry - , ! ' :z ,'r t - = �2 d n.cn U Z �
`t •i i `# i ���_._....•.r�, .' fr; 1f ,t4 ./' "\` :ti:! `J J { i. t f i r i i ♦ \\\ .,. �.::::;"=a„•\�;�:`'ti\ ,t _."....t�" i`i j.`-7a a .J L)' ;i•' - i ii Q
•\ i t i /, / ••^^CC f`. /, '4 '" / °�'�' ,�. - t ;i t j• `'\' -\ �•.. - `\t \ _i t -t;: Kfll- t ✓• E
,i ' .1 t Y ` Y r "} \�♦ '\t ` \ „�.... `\ '\ ` i r k� Si: ,'\.. t
•� t -\ '\ 'k \l l ;1 : ' / \ ) ,;( !rr 1 \ ;� `\ \ ';� ,,�f fir,\,\ "\`' ' Y' ;s .' -'` I ::,-• r!/ CD
/l _..ii J i / v 1 j 1'`' ^i / ,�: ,,\ .",� :\ ,\.-, \ a ,t• 't P= , J J ,..!\/�f! Q
�� ..•r;ir rr ,, Jf / ! { i ': J f " Ji i • ? ,' t r! r� „�, / t \\ \ ♦ y\ `�`w L: /f,. -..�~��� \ \ \;�. �� i3 J;t ✓ /✓I`" \ �� \`t \\\t / C y
i J i f %� \ r J\ .f r�J \ =� ,� ,.,�.. - // _...._,".•.�1 \o't t R,.'• J! /' r /` t\ i\. /'/ U)
N.
/� ...i, !I / `' J ,J". _f. �\ h,,!' .' r .'c /_._.,,:`•yam .,\ /' \ \i '- Jr /.r.., _...�,... \ r"'��`�\� ttK ! •5 r/ !i _ `�: "'-"..\ \ \ .rr__ -
y / �'l�/ ,"•/ ,f// f. i. �. \ J / t /f r..�...J_ . `\ \ � ' ! _` ,` -/ i ' .1`s i f` . \ \ '\-_... ''11: tL+
:7` j f ..�' �.✓ /, -• "� �J ,I` Y r rt r, f f le, '\ ��\ \ ,\\ ✓ `� `�/ % ,` r' `1 "l/ I
•\ '--\\\ �"`` /`f > 1 '!�/ l t \` '\i iI ; ! rr _..•I ! /S . \ .,,`�ti. \ \ / /',,<�' "'"`" �...•1'."` ,_ �. / i f' J /1 '\ ,.y ^i
'•\ ,,, ` \ r' �j /•,�C t ! 1 f\• ,`G. ! ,...i \ _ ,• , \ "�1. -:, f f - - ',,,,, .•"' r,\II. A.'r r ! i' i r •_. ,....R s• (�' 0-
\\\\\ \ !\ f nvr i\` `E ! r R.` f1 r %L..._ \ ,\ \� I.fO 1 r_" _ r'` ' i� l/ i \� \\ \`. / CJ� L?
L.
1.
,\ -`` \ ! �\ \ , j _ `ri 'y \ '.,r,' ' JJ �i` ff `��.."..r `'�1 l '\\ ` l i• v`...,^ - ''.• ' i 'i i '\\ i�` \ ,.._ t C->
sc ,� \ + \ i \ '\ a` 1f' 1 i ,11 ,..�...-,�,r--. �..;�; r, _ ,.,,`4y (41 /, t .- ,/ ` _ j , ., ,.__ __... (!f 2
i f ! " / '\'\• i• r 'r I ,1 i e \ \ `1 % r. \.r':"`,, i %! /r t..if�! .`' \ ,, 1 \ d '�\` _ ¢-E'•-
J.
3 \` 't !'= i !- J i '!•��' ,`J/ irlr/-•✓" .!`'...\,;..., `•\`. �\ 1 i' •.!'•`'_ ..9,.:;.a' i `\ r -_�.• "r'__ `tt•.,i1. rE i s / ,,i °` �'
r 1 i ,, ! J:` 9 'F i: '♦ \\ ` _ - ,, '\.,;( s' i .._.,._. I ',, j •, --\^r ka-] �'
"!` i ,i s �!'!" \`••. ; I f I i. f,r- ..) 'f r,. r i � CLI
r f ';: - 't '\ \ 't, t i I r i i I i `�, N.
\� \` ,- ' f i ,!� lr f... f'1- f;' f j �. =
• 1 sJ , 'I J '`\ , ;r `.t \ \tit (• i F •-., I 'f ` \ ' +�, \,,r r ,/ r i' J -•-••rr"' '\'."""' 1 't'^ ` f / /' `• / ..1..... "�
.� / i rt ! J�! r - \ \` \. \, ( `,! -: ii r / \\ \ \\\\\\ , .1 i )} .l t. /r f ^r/, J.J ' \ �! ^J
/ /!'i.I Jl. /'\ \ ! �i \>;�~\� i +• ( ! 1r r i /f'-' °`\ \t\ \ \\ \' et k ' 1 'r ln' _`,..."v- „t /!i `� i _ tZ Z „�
,,,. /// ! u/i, r i', t t , \ \ ! �: ,: ! r f \ �.� \\ \ \ `'\::` l-tt !` ! 4; '\ , '� i \i i'..i ! a�V ~\ \`� t 'J tYJ
> ! ,r i .� t < i _ r#'i+: / \thy\ \\ / 3 , i f i \ t 1 i .r •-•.,-,.., t O iz
/ f /r :x 't. /' t _ ! .\ r, t ' \ -, \. \`. :at \ - \ ��, i /.,,_ _ -- 'aoo N ' U_
,\ \, '-"'^�� "I '\ is J' '�`' 'i '\ \ r' ` i [ l 1 r i 11 S '/i i''/' `,\,` \ \\\�`,\ \ I.., \\,`\\ i 1 1 i \t3 `,\` \ _ ~\ * - t '- _ 1 t Q �_
\\ \w J ! ;i ' i rfp 'ff" 1 Ji \ \\` it\ \ I� i ,+ 1,M `\'r ,fF \�\ ;,\ • .r ` ,\ LL{ UM
''( iaJ `j• 'f :\ `31( \J\ 6J'\ ' ',I rf•'!,/ ` \ `` ' i/ 1 �'\ \�L\ '' 't 'Y i` \ \y` w -1, \ -"" F�•-
\\ \ \ f•"'f 1 'y • i.� \r \ `: •i i r;f,f, l,Jt J�•i., J/""`��,' `\ `\ a `;�r•`- \'�. f Y: 11 ,.«�rwr.r'-� • \\ •-._.."_�•' _- `a '\' - � �'
\\ ` \\\ 7r, ! J,fl\.t 'f`. J \i ! jFF r '"f]it i f ,,\•' Y t '\, r `t%"._ ,.\\y: 1 1 i ! j _ 'a 1TY.:^_r-•.: _� ,\ ^\\. ,'i, ` r ..- .-•. \ \ '"_Y 1JJ O
`\ i t. ,i _ r\dot .i` �i ,,I / I i i 1 •'`r \ '\ k r '\ -•IY. ;a- �S•a,•� . \ ` _
7 'c k \' /tif ,' !` .1 !, i ,,, %� :i 1�? '•\ J.... ��l \ t + ��.,yx•+T`<-"-'•�•_' "^i-?, i' _ \ _ ' ,/....... �,Y \ 4 Z
S :i• r.f 'J'G,l j I r t L ,` i '•i , V.
-' % \ ,. �\ `i \ \ .5:. ".2.�: r`t - �l ._. - - \ �` -
X / t !` ? J / i I`t ,\ $' '! \ .y ,\ �, �,y.*•I Q'!-vrr..r 5•:T - •\ t '_ _
'r J iI "' \ t \.'•., !:r!'t f J f 4 \ ''j �__.,.�..✓ n,`. '\ �`�... -. * r��. .:'a.f..:•!h^S: '_�'i' . r+ ,` \ \,, 2
'' ! J / J -ti 1' ,'\ `S(` ! d `t F !f ,. ! i -./ ,'l'`\.�I-,"
- \ -' \C. "•\ '4�:-1`"-- -ry;3"re'. ., J,,, °.\; i ,..»��
\.j\ + f,I\. `;t\s i :\ -.I! ,\'t.,� i \ \-._.- `\ 4: \ ! r ``�' .` ., Z_
f `,9t J r r/' ,: "f' _1\J` "t:, r\d rrV_ ! �.`,i s f i ,� F ;1 •� ` ♦ .t, ;<\ it�`.r,,."` 'i. J' i 1� `: \ \\may____ ..\._ -Nf
! gc i/ r' F 1 �,p \ J •\ I .`ti`: " /` :�\-� '.....` ..� .._._..-...-._.._ �� ;,- _,,, ,�,�,,.j f- ..+ 1�✓ / t - \ *,,' _/
/ ""' •'7\f :\; ..., i \ , ,`•1'\' \}_ `ti.. �' 11�1•�.r"•- F ta...\"". Jr" - yj 1 = '•`"� �+•`-� r- .J
W f f ! i f. i£ t\i \ \ , :< \ \ � \ . \ t `) / Jr �"-... �' -\ Ln tit , \\ \\
/'' 9 r L•�•` t }\ , ` ./ •t i 'i �•�. ,i ,, l_ \\♦\,�\ \ .\` .\ \ ,,/ /-,.v x,�-....li'"' ,�•r" ♦� ..✓ �' i E \a. r, v-, /•- _ _
/ /i, '%J ' i �\ 1 c t \\�' ,\ \�\\\ _`,`, -\+ �' 4`� '„ter- rs'/.i i I ` _
F �' ./ J,/ �Li - i\h' \�\ t /J� '\ \ �.�.....�� /i r' •,.."-•' / !• //t! rl \ J 54.. , j "�.ti •..r_.•
i i r/ / ` I ` I: J' I 1 = \ !"•�.,\ »\ µ,N`\ \` �: .`; '\\ `±'♦,�..., ,\ ` `\�\, /J rf ✓"r M•riJ� / �-' `\\ \ 1 �Sti i `.\�_\�\
/' r ,r yt. •\h ,` , \ i ) % JC ^w \- `'�. \\Y ` t I \/" /' i'* , L \N. i \ : c...._ 7w
' � ` !ll� ,� -�\` / ,'Y,r' r.` r F e• Y,i •�{ / 4\`\.. -'7 r•��..r_.� '�Z. \ \\`• ,\ ,i i'4iG. , '.♦ J/>/ter , � \1£;:"� -
. .
.11
-F. i i" i - \\ ,ti•. - .`-• -/'! :J \�.__/'. - _"`" '^•`••-••.,- ` \ -. ¢-- im-� �:•`\ l , Y/ i >\._ '~} 005'L89 ri
'- r `! •` \ ` ,a \`\\`, /' ,,/\ J + %J r \ `r�aaa'.kSr3,•.,., '. \ O,�ti `\ •.r �tlfq. t '\\.", ._�-.,,....,,...-...._"..-.../ r �x \ 2r 3
/ ♦ J' /,• 'v,"` +,•! ,`t \\' \\�� J , �.. r r '`��\ '`` ,t t +I.t \ rr,..__,-,e ,.-....�,___..._... r r,• S J_'^" { _ `\�t _ i ^I
'f! / ,Xr, f \ :\\ \ r j'f�fY __,_, ', •'�„-.-1 •�� .; .\ ,` --I J ""_ ; / : 4_--•�...__...,.' c'f,/ -i \�\.._
- / J /� \ ,\ j/ �r J•+\ /r' /� \ \ er •ee r ,J._ - I•-'• ,.,_.. \; fj 3 e 1
11
! / ,i` `P- \? , ?t; . r 1 J ! __ter'"'• l ,\ '\ ! ..- :(:�i - ti' t1 i ` 4
/ /... �' if i J J '~' t 1 'r` '� f !:r .5i u/t^�:•i. '- `lr, ","\ y 1 i'\ f i •, `t`'1 1 \ l: 21
!' i r i! l% 1 i i i i h f ! -r`` s ,\ t ; \ l` ! J ! tr Y\- f`, -.1 ' +E�. �. L.a�:xI
! J / r''+- - t = i i j, a j 1 i / 0�`•� ♦ r 11 , /-' +,"'-»...�..- , `f ` _._..-../ ti: \ J.7-LJI-11 .
/ ' I }_�f^�� r r f i t , A �/ I 1� rJ // ,/: 4 / t I , t.� ✓...L
,.'T.I- : ; : j t �~ , !'•-".✓ i t :/! f /J / M - _ ..��._.._. f t\z\ I W i
/i ) /� - •`.✓ 1 i )z _� r" /' \ t -t ,/ J, r , ,-\1-- r j ti-•, II O ` {.;•l,.i.1 1.
/ !: I" r/f 't ,.!'�� •»••`,. / ,//! I r f f , f' f i ' i } t , '� ?\'•�\\ti, i t ?$ ,�• J f, "T l r i` %7 ! ..r^w".,. ''". %-_"`` .4-- _T,,. �' Q \\1� r ._S,.JI..
/ 1J . ,•t`, ..�% / i'"f'I' t , ! .:r \ i (i /- '` �^ r !'�- "/`-, \ / Z i.L� ,; t.:.l._. 1
/ /' /, / \ r'^w.�.•»,r�' / J x T", 1 \ ♦ a \ >1i-: I' r" \ •i , - \ y [ r.i.LL l..s
/ J / l i \ `` - I-,-�1 1 r f1r \t\ t` `\,',\ T 1 't 1L \ U'�I r " j O "'•- ♦�. \ s �. _� 1 l ] Q 1 .>. r
r f J J...•r•\ •- ,� \ ,``' [ ;, `\ ;;: •.�t,t, 1 t i ,`. ,`;\ - ?,; ,•g; '11 a, tt .� �--\,. -- _ _.` I ! -
"" !� k : \... ` r" J \lyi . f .r` J3= i j` % i uk j U- -•-__.... �� �.t� '`�
/' ,'j ,k t i w 1•- (�•..:,L, I i 3 i f - ; ``-: i f' /. "i- ( \ ,''r ` l t i i i 1 '4 4 i + `� »... 7_ ,\ ( " �.V., ,y..." 0 �\�\
! - t\ '\\'\ 'i•'' i i / 'k ,` ,i[ / •yr '•2 \� i f!''/r '}, ! • \ 'ri; './r a \ -_j^ �,., .. .... `^n I. U
r , t' �~ \�`` j f C '2 ' l v i %. /" 'kr i i _ f : 1 \ `\ `�1 f•' f'` `„r-•-...` W
i :•i - E - O' �'u \ \` _i''• ',f J/' rr i ` % i /• +� `\ 4\ t ✓' i •-.^~. ..� �,- p00'0B9 SV >_ Lr_
ri \ F'y�\` ri. /'y / �.�....\\ ,f,% !I J !r - ,iI ` i / / I Y , \ \, _ '"`\\- /j' -r```\ 'i �. I. ¢
rr ( € ' ^\ r-`- f/ f - , / : r i: r ! _ "?"°-- f i \ 't ! �rV�' /" ! r VI
,J r t i i }? \ ' ,! '/ ,/�~"\ u t k '!`!r ! ; (` 'l i \ t E, / t r"" \-t-" � : - "! '-- / f \ s d
J '/" . I, r• �""�"'r``r/`�J 'j, ! ,.•� \ ,z 1r=! i i i�' I" ,� ,{ r `-fir i `\� `` ,` �t •,.:r / 't, Y - Q
-" ,f/j am.�' ` J/' (!r , .r%r/'/''• •\..,� •' ``\, '4 ,L _ i ! : \ c .,�/'I !. <,.....- _ ix W
s" .r :1•--� fir/"i• i -` \•J �J' ,: 'r,'• /' ' ` \) t l y 1 ' i-£ ;; l 1. FIB - , �r O c
11;
,''' /� r /J- ~, '- - / -•i, f., -•\ �-j `',,•i !'r� �:.'; ;-, .ti w.r- \ ! I i Z (n 4
' ,`+� '� ',.' V y Q - is i
i.' ( I tJ r »....�„J_ - L�- , %' /V. f,P , . !f - +t':``\♦1� iE i'� ,``, \ ! Z" �r m �1
/ , j i /�' w-- ��� '+ I / / r s•►S\� ,..1J" \t 4 1!_t, \\' \,, y \f / r I m W W Q
�_ / r i I ..jj --•'�`.,,-.- �„�'\ `\ •k. 1_ + i i / / ` ..._'' �"I . \r'\']`!'\\` \ \! 'ply,\',_�..Y•••_• ! - / / Z n) O L}
F' jl/V,f•f ,"#�_ '- »-�. , �, :' f t� [�. i !%J _.__"r/ '/r.,. '.l\.%\ i \,` /ifj J, J t �\M �� J `,`��ti� rJJi�,tl
f -' -1 \ % X r ' } t r `'` l r - ; �y i / F� /'t,i 1 '°'\\+, �4 Q (OjJ Q i�,4` eu. f YI'�e
i ,- � i f •+^pje ',ii ! \ !} j` Il f"' -�..- _��'�-,�--iT- --- \ UT- �- .._1 ��o�. '.Qao °a°°°o o-i,
f1v
:// ,/ `� +C ,/ ;;":'/ `a3 7 �. :/ t i , , �- a'� f R tsi. o Z C1 ` �Pr' b:�rt
1i.�'•, i r I r / , arm \ \,. ;�i .r r�+1�'
i / ' f�JJ r' \ ♦ ; i ,4 i 't '`,...% (��'^ irw� Z �•- �i'. U. CV
\ i' ` 'I/ 1f f; , ! �� `\ 11
` _ 1; i% # Z F-- Z 4 tr.. 0 O 0 0. a a a
i ;\ � 3 k' i //j'i; :': !%' , ` \,\ ` i a. \ - A r y r� Z Z �' t� [�
d Y:. r /l r!:. \ [ r w 06S'p�q N :� y 1 mil. Ql �• �y tf1N Q
/r �-i` �^�, / J' :r. rj J f,r 1 �%" I r-^^-"-, ♦. '` \ `,`,'1 i 1• ! ii i 7wnng g/xm MIS 7m � ^''��y f Lll�..l .� Q (�/ /� -
""-.r•l).\:J !J ,_r r '!`�' ,`!' t f ./r I r r / / `"r ,• ' 'r=•, I * '° '` �, J" '+ /'t i. , L♦j!„L 1 � / '"`4 CD I } ft �r� j rp�f Tc�^^'1]t v.i`(.y� i. r ff' rJ, /'• \ \i, !/ ffi '� _ � i i r ;S 'fit � OOiI �
' • 1 / r .yr`/.' ,' '�� Il f i ill/t , /�., \\ •i : \ `1//!j //`i I.
; J 4+ \ ..? i /�'f' , f <..:� W I i sir v(a.,,�-
i \ \ , ,r' JJ %»r'/ i / `\` •i +;a ,•'` . '/ / / J r ± aQ ` nuawn ''r _- _ _ . ) 5 !J YS
..�. - e ..r.^! `t ,' `\ %'i, !•" I,.
a ? _...._.„ `i i .•�,'•'.'f' !!!� J i / s •. -=�.�. ', - "-'...'^•v..�^' , # ,.w,� I f 'f '"\\ �[ t � •\y , i `-',.! i. i ` y ,f - • I !% ?'\� •} ,x, ..•.es�• / ,- .... ,.... y�: ._.41
... `� �. :• . ,k i ,'''RkJ •fY\_ i, 1 i - 'I
2 Y ar. f. ;t' .,- >n�•';..,- \' ° ' 'k I '_
1.
-' i' �•`. IL • F I r •i E ,•I I..L I..d.1/' I !\`s!! ',��" �' •1 "' t ht`` Y R I, " 1 I ' >• .
if i
/ r' E #, i . I I , i r l! ( /J�F! /._- i /t I� '�',i: F:.'- r• ) ,r L / I
i i _ fi `r tit 4 �� /' : .y't Jam' "j'i;r' C q' �~ ' 1 I
) .N.L - z I ,
��_�'_ J / f ' %//I,/ _�j/ram % i! 1'.i.'" ii'f ,::°- r/Pt/ I
i _7 _,___5� 1/1 ., / ! . A I x
/ " y� f` v °' % /` ;.. f. `a.`°a W.
_ rt�l 1l Z
♦.._ '\�n `` _._ ! J ,-',1 EJ --,---,a r`�) _ _1 --=w� w+r_^„'� `r"r..�r' / " f , i4 < r: m
'- _ _ __ _ f �•l Ul
i ,
' +
`•..».... '^�. -.. ,+fir -+�ynl, .r•Y•�� -- --
r
,
IN
� 1 � CL=UtL�- � m
.� � �, 0 �-csc�c�t�
9 0
cs-
FZ1=-�Ft= Z ,
V3 -(IlV?U�Ul � !� �
. X?XxXx UX 3
W �WWit1W Zltl a
1
00S'b89 tt p
I
1 I
,
1

. . -
. . .
. .
-
. .
. .
I . . b _.-.
. -
I
I
. -- -_
I ; ; m . ; - - , I — - ­., .
--
. . 'N,� \ C. I , " I •
... ..........­­� -_ - " , , / 1 1 t ! I 5 i I : ; , , : ,�
- I , '. I ( , "I �
N.01 - ? \ � I i I 11 ,
I
— � ; t . ., . ;v I t I ___ • """"
I � I . ; ; : : / , f " ._.
P - , ", , k ; . .- - . i i 1 i ,
. . I
i "' .� , '. � IS-_ , I I f 'N'.1 / ...*...... "'... � V 1. /(3��
1 , �, I " , F " \ __ , _/ / / // , ( . ,
_
% IN .,, _ . .. I , !. i - I 11%
; , . /",! .� : . . -, . " "N­ \ __-_----­ / ; ./ / I
i ,, _._...... .1--1 I- i i I 1. , -- -, % 4 - I I 1. I e � �,
11 "', . - / -• - f , ,,, _,___ k , i i I , ,,, ...".__11, ,, x N% \" 11 .. t ­­_­­­.._,__N__�, , , , � �� � .I 1� ( z/ 11 11 , / / ,
, .I.I.., so , - , I -1 N, � ",�, I-�, "
." I, AWA \ I . N. � , I I. I I I -1 , . I `� �. " "
/ I I- , , /
- �
, ­ * — z I
-, . INN .___...... � )J N;/ , AF OWL N, I" \ —�, , , "",K),11 ,�, R'.. ,,5 I / .
I 11 "I", , ."_.­q`, /' 11'­ __ " r .,/ 11 ,
I I .1 Ili ­i __ ". , % -1
_�_ 1*1 /' I ,11 .,", I, I" I,j ,q._._­­_.__..,_." /,
, I" 11 11 I
n i k : �r /
11 .........0- ­-_ 1� 1� "I I I I . I
,
� ......­­, , _'. .1 I., _­1­-­__._._ ,­ I I " I -, , .. I., \ 11 k .e .; . , /I " I
- -_ . 11 ;i t"'; j _ I �?Iyr_,,, N, I, !\ I , , ,/ � __�_,_--­' _,� / I x �-, ,,,, � , \ , \ ,�v "I .
. I , \ N, \ NN "', lu
I I ! / - .... , ,\ - qN. I 11 11" i ..; ./ / ,I " ,,
, "N. . , .111.1", I , IN . \ .. i ! .
� . - ""' ­.... .� , ,
I , - _. , // . ..............._.___..__..._._ - r".­.............­­," / = 11 .. I
I—r_ ,.,e I .. 11 .
,
. , . I , . " / . 1. Y__ , \, , '11% . \1 i � I i / "
. ; I I,,�q" . ", _.... ,/ \ I b. _"� _ _�__ -",N .e- It .\ K 411t� I I\ "N. ,� i i . ,/ / / I'
,
N. ) __, ,.'� -­1 � _... .,.._.__.__ f , I I � . 1. ;
11 , N ,__`_..­'_ ♦I I , , , � 11 /
- 11 , . , 11 I F� � I, k
, i - . 1 I
� I: t " 11 N, - � _� .'­ ......�. I I / � IN. , I
. I I "
\. I ....... . I , - 1 I ." IN : I .
1 .......... / , /­­­­............... ­­­­1__-._ ..", - -, '11� ------q _,__..,_1_11""­ - i 11 " k I \ N \ . . I
.1, / , NN "I \ , . N, .... I " I I . I ,� I I j ) z �
,%, " 11 N"' I\t,o -1 'I NN "­_......._._.__:� ­....... ,­'l-,__ I " " K I J \ I . � t " "I
,
IN-_ . — "­11. - I I N7 � 11 " , f �,., �" N' I /
,
, f I ! "'.. N\ \11 t k , k , % \ 1-1 , 7r '� r ­­-, / i / x ,.- / I I .1 � i : I I �; ' //1 / - / / �_
t......­111, _ ,.- NN. "I"_,", I 11 i i - I. , ," ./N, 11 ; ; ! I.N'.'.. -
\ , 1 4 .1 ) "­­11­.._-_ ,I .' �, "
I , � N. i ""'
11 I I I I Ni I % % i I ; , I I . I ; i z
­1
!; ! : Al " ­­ " \ I � \1 _,"N'N'. �� _I r, 11 I I I " \ I\ �. "Ile
11. / -...............q 1..........I...I.......1-11,.........I 16 araw;w I \ It � . , I , '\ I .
_
I / - - � � - ,:"- N11 . ., I, / 1 ,6 ", ",­ I ,, r NN / I I /
\-,-/ I r, - i . . - I i , ­ _., , y�_,, \� .."
_­\ , I --­�.­ "',:........ 11
­j I I ........... ! I
, , ! I i IN,, i / I ... "" -
,� - /11 " . 1. ,� N� I 1% � -11-1­1.......­_­, " ­11 I - ..�_ , , ..._1
t ,I - " . � z � I I / I" / . .." , � / i'/ " � .1-11, ' ,
""' _-N ­­-, , "" , �,,,,,,-----__ (Z99 ; � I. "IN I. �<�', ,,,���*111­1111 - . I /� I I " ..." / : -
N, 11 , ____ I I . .\'I. i " , i . . I / // '. ../ - . e , / . _,
! "'."', . I I I .- I -,�_-�"Z__— I,, .� / I ,.. ......- ­-
".1--­, , . / "."', _._ I \ % Z_0- , IN,I-V \ , % __--___.)_q_ - � � I / - -.1 - / "___ ,
; _.�:.4:,I,� .
­_ - ,
11 % ��j �. , -`
. I "..,
1, , ..., t, 01­1
.,
N, --­ .­
\ ­­,"
11
I
" I, , t 'I, ,/
...... ---
N. � / 1, ............ .11 I / - � _-NN " � . I < . 1. , ­ '.
I I I , \ ...­"" N. \ -, I.X . %. i i �), ; ,,, I/ , I "I. "'? . _', I .
I , I _.­­ 1; I .� , \ % ' / ! I , " �1­ " , , I . + ..,�­ __ I / --- 1.
- N \ " ".0-." 11 ; /•
,,,,,,,,/ ,-, - , . , ,". """ \ \ .." N, N� INN" N, -::,.-.,,.. \ .............................­­­­q_,­--,1' -­­-_-/__ `11�"" / ; / . . , �,, , " ". I � . MAP COMPILED BY STEREOPHOTOGRAMMETRIC
. I " . "..., I , - - , / I r/ 11 " " , .... ..... I .r ­� I
,
, 11 I , " ,/ ",o" , N'., . 11 , N - .. r .'. _, �. .........1.11­...- .1 , N �, 11 i 11 j , " " � ., N;i , , -.,.. , I / METHOD IN ACCORDANCE WITH NATIONAL MAP
". / ,` 11 _ A .1 ­­ k r ! j i . 11 .......I—— ..
1, ';\ I 1 t 1 � I "
,; j � -,- -- -
­ I '\ '� I " _­.,� - . \ " '. ".., , i � � I . I i 11 I I I ,I 1. , --.---, /
" . ", , / ." /
. 'N .1...-, 11 , � ... ....- I // 11� I% N, I I 11-i-_ - . ., "�­­­-,*'I-- ., I I I i ." -/ , , ; 11 /111­­_­­ ...�:_ 11 � / /­'
el -- . ", , N, N, �.. \ 1/. f i 41 , , , , \ , ,,­ ..",
, � . . � ,
. N ', .,... ....""., I // " � I" -.... , ,-_____., . ,\"N IN, _" ", -,, IN, � IN . \ : : : . ! I� '. 11 , - .11 ACCURACY STANDARDS FROM AERIAL
, _ - z - , \ .NN , 1\ `N, 1, " / . . I / i 4" ; � / /
-11, I "I ,/ I -, �'. `%, , , 1_�--_, \ \ -...........-1.......- � I I � I 1 if k �_jo- f " 1z 1-111" i �., / ".
%1-­_...­ ,,,__.., /. ........ -.1" .,...�",. '11""'..- 1_1�, , �', /" 11 "I. 11N \�,-...-,..-.-�,�-,---�,.,�.,\".,. N "-IN -,q.1 ­­_",,Z.,N I - I /\"-, 't" � i q'i . 1. " // 11/ /� ;r I //__.........I.. ...--,", �� / I / �/ ,,­' �*..z',V, PHOTOGRAPH, DATED 1988. ELEVATIONS
�. . I
.
, �
......I 11 1. , \ .1-1- �. N\ 1, I I I I - .
1� IN. / ,,... � ", _._,_1­_­_ 11 11 11 11 I "N' --.,:...... I I I, i-1. 11 ` '., \ 11 / " ... / j 11 ; !. `­­_­­­­­,�, .1 � .� '. "j;1 SHOULD BE FIELD VERIFIED PRIOR TO
P)1% I I
I1-1- _­--l- / '. i ; � k, \ 11--," -,\ NNIN, 'NNN. -,�. __ ,� -..N ", I I 1, _dj .......�....�. , 1. k I 11 , / 11 1; "I / / / -4 K P0
.... . . I 1, j / !.......-..,. _........', ,w , / CONSTRUCTION.
/,. __, , -10 IRYM Z ...... ........., ".."', V.......;; ,f ­­ N, __ 1__ NI. -_ , - .......1­11� � I 1. N ! 11 -- 11 ". e , I I ,,A
. I I i - 11 : . _....'�
I 1. , I � ! I : 11 , - - f; " , ; ! ! , �.......,I - � " "", I . /
. ECT- '\ , , , , NN,, ,�, %, " , ) 1, / . I ,q ! , . T
ION _,-' . �!:,:�/ft `,_ _ X\ \, . . , I i i i /
. -4, I , . . I \
I " _':�_ . . - _._,:/�....1 , - , I "I"N",_ ',�� ", __­,,__­` IN \ "", - , :..-I, . I . i !, 1, / /""\ � ., - 2. NO MINING EXCAVATION SHALL OCCUR
I - , " !­/ k I , ­ " / 11 ; / .- j ,
I - - ­­ ...... -------- ­-­ N.".­ IN N, ", -.1"', , N .1 .. t ..' i I - - 11 ­­ . . I _�--<
" ; I ­\ " ., ,� I i , i I .
I ................___ - � 1 , \ , A
. % _,,%., , I , - I / . ; , - I
\ . I I . .1 .1 i I . : _ I
I :1, .1 . I I I N_ � / ",
I - "As, . IN, """ "I .', " 1, -,. \\1\, , f ! I /0. ) ! i I I : I ! / " ., ", ;-' I ! WITHIN THE 50' BUFFER ZONE.
✓ - . " _.. I � , 11 .. � 11 i i , I (�.j F- ,
-
<e .) 76.1 .. ­1. P09AIW-N)'064T TRAP li�'-782­. ­-.......q....q................q__-, + ""­-­_. _�,_, - k \ " ,,�, , .%*1 . ,,,/%�.e, I I Of / , / " 'N-" ; : I N"_-/ / ; ;' " " . / , � ,� V, 3. CONTRACTOR SHALL VERIFY THE LOCATION
.__ iN.) , / Z I / I 11 i
_ I I ..
- I , I 11 / , I . 11 f I.............1. �
Il ArFa7"AGREP I .11 \ -� ", . 1 i I! , " �x, I ; f I �, I—, , "/ I / 1;j 11 I" " ,; " "/ / z I '. "(­ "F;
I " -...- ­_ % .1, ,x-, �. , #1 1! ; ! ! 1 i " I I I" '. / , , , � / ; 2�_�C, /
_.­ 1 1175 CF 0 ,_­ _ � � / I , / I I � , I I , I OF ANY EXISTING UTILITIES PRIOR TO
11 11 1673 CF I", NN *x i i . . f , - / � I ` , / , ME I
- . , I I / / I/ 11 I / � / 11 EXI"NG/ IVERS !_ / ADVISE THE OWNER
. ­­­­' 5 I i � / I
___ I/L-,'Lo-'- , ", . "_", . 11 11 i I" i , . I�q .. !. / , / , / / , ; I ...... [ cr IJ ;;' �1'q I/ C
`
i .­_...,..._­­1. , \ �, ! i : \ , - / �
-0 . w �__, ­­ ,\ I , \"'I-- I - -
L. N\ b) i ., 1% t 1 ! 1 1 . I ", "',,,,, ;I6P,f'DITdH I,-
I P; I 111-- , I 1\ '­­._­.­...._­.­-_, 1� ___1 .1 i I / ,,.,
"I-,.--. . 1, � ;, *, i .Ii4 I � t � I , / " , / � .. -
, � - . ­­-,",�, 11 " , . .. / , I M 1� /,/­&�, 4. WETLANDS NOT DELINEATE©.
-�Z_ -, i ", � ; . \ . C(?)NST-�u 15 TO' IT,ARE,A ,/ AND ENGINEER OF ANY CONFLICTS.
• - �7 ..!_;__.LL!_LL­­ - � � � ;, \ , \\\, '�,, , 11 ; \ i 0. i / I � , e _ '.
�4- -11, ; ­_.. I I .1 I - . ,/ , " � v
-­.% el" I.-L.1- -l'.. M! PORW SILf 1. � I \ , / " ) .� ., , I I fj . .11 I . + " i . / , d
.4-1;... .q. ..... ­ ., Teml \ I I � , ! 1 " i / � -1� ) 1. . / ,,, I / / ", I .1 I-11F If .
. I ; - I E 'N' I lk i No I ; " . I " i : I 11 I / / //
� ,L.L4____. \ _...................., 'N I 1� 11 k 1. N. I ., ; ., 1 i ; 11 i 1$ �0 � " !
- I " . ------.- K 1_1_1;. " -- ­ NI \ \�\__ 1-1- _,"..'...", ., � , % , 11 \ \ \ 11 I 11 . i ).1 1� i ., j - , 14 " I , , ,,,), ; ; ,, 11 SURVEY TO BE CONDUC D
V­ .-.,( . . , . , , i i / "/
Ili...t...L.J...1...11., t_� ...�C.11 ! . I I 1, ,")g.�'�.11 I., �\ � . , , IN, . I ", .! "' "', I . ,j / // , J, 11 I I / : . , / I ; , .,
. , ­11 ., ;%z " 1. + NNN I I 11 I I . J/ " - - / ,.- / � / , / 2 ` ; PRIOR TO DISTURBANCE.
­ TE
I ; i'._L,!!_: L . . _J... .1. - .. 77� ",_ --- IN, N, " '\ \ � N : . - ; I ; 4), : , " / - i :
; L.I V -K­1:1 ­-:-, \ ( , f ! I . ,
;1 L. ...;..f.,�,.- . IN - 'N " I X. I ;. I il "" // , ') A . 11 -_� , / " .",
-
I., ­­ . %, 1. 11 ­­`-�,`N`:­\\ " __ , \I ..I IN, I / % . ,/ �.,, ", I - 11 i 11 i f ; ,� ,e / /" /I ��,"I go r4 i t, ii� !1 5. SITE NOT IN 100-YF FLOOD PLAIN PER
� ­ - .1 IN, N '\ \. ,­� '. .­-�.__ � \ ,- I " i : 1 � i I ; I . . . " .. , \ 1
'�_ 1,qf.�.�-_i._-f--. LJ...L...1"I.I,_La�:f_i_l...u.t_1.31_1...L.1;., �'! \. \ , f
I ____�"" r."..", - LLL._�_.�_--�I_%-A_64-,­,-,- \ 11� V \ i ,I . I ­..­-­-­_," N I 1 .", 'T j '! ,,, ,,, ), ", ,; .. , I 11 " i ;11 .." i / /� � I 11 , �
- I, ­­­ 1_1E_t_i_L , /,\ \ �.\ I\ bi"N... 11 I ") i I ; . o i I I I � /11 I / 1 i i! ",! "" f,I ,.1 f I """f ./ // � / 0. 11 t.
. . " .- N, ­­ - , , _" " 11 f '� ')\,\��,__._ - � �- ,. i " . I , , :�/ � 411 -1 ,.. \
� -1 \ . 1L1._:_AA.... L...i...J_L,�­k...­I... I 1. 11 ; - , \ �/� . ., / / I CHATHAM COUNTY FLODD INSURANCE RATE
N I'-- 11, I...;...­11­1.......t-.%-. 1�-.1k,"L I � ! I 11 / t , , .- " .z /4", t
. \ , ` I I ...7-1.1...ULT...1 ,���, I ; I ­-, - \ � .f % / ,,,/ i ,; / .1 i .1 / "', I � " " ; 11 : ! .N N 11
- - I _­,,� � 'i. 'i . I - . " " / I NN"
11 IN -,.,-.--, � i I f ; I i , -1
-( \ \ it I i / , MAP PANEL 370299 0150 B DATED
".,, I 11\ """' I \"N i . I\ ,� '11> .1 tj, 1 1 It __ \\ �, I � . I .1 1 "I , M/ / 11 'j,"', 4 . � \ N
I I __­ ,k �, \ � �,,, " j I , I . , i , .
.S� \ ._', % ; � .. , I , f , � 1.-1i
, , , , I / . t , , "
.. . t - \ I I ; j , - ! " " / I I I
. I Q­ �,, , 111�_ ''Ill q . ., , , \ " , -, N " , X. ,� ! ; 1� I . / I . I ! + " ;1 /,,, ,; ,,, ,,, / u 'i '.1 .1, I JULY 16, 1991.
1 N ".-...­­_ :�� I NN, N.", ,�N N� ,\ : N \ N, , "'N i i "; �/ , '\I/NI ! , I ; I : I .11, .1, I'll . ! . " . , if"! " , " "I j I
N I 1 , 1 I " I, . ! : If 11 : i ,4 1, I, I I ! ,)q, . I %, e I .
I � \ � //!. ;,, i N, . � i " " ,f " , " .....­­­_ "
,,2,ls ,', '� . i i i � I �- ; " � P � I � .
*
- \ . . I x N , \ ,.�,'. � I � I i, A , : 4 " t 11 , , ....­­
'. ! i : 11 ,,;,� I/ / , , ,
I. N,, \ F/ � I I I x 1--\ M ; � I; -; /..,- I !: .",I ". 11 -. " I, —,
I I ,; i " " I-�,/I I . I I " )r I "
� , I I ,���1/j : I I , ; , f I
i q I 1 1 .. , , , \ k I ! , ; .,
�, I . � ! j ,I i i � J I- 11 11 I " /' ,, . - ' 4 11
1, 1, ; \ ,..,. 11") I I ,I % , . % , \ j , , , i i I 11 i 11 1 1. 11 11 -1. ! � + r ,4 / 11 j "_----­'­-­__.
III I j , , I I ] / " , . %,
I IN ! - ,\ \ \I", \ \ \ I,. \ , 'I 'O ,,, i/,; , " , - ; . , ,
"\ IN . I—I Q:­',� C11 I "11 ..t " , \�%, " , i i I i 11 .., /I" , ,.—"...'.
, , I.N, . I
, , ; \ " I ­1 %. ,N, 11 I 1 0 1, ,� ,; f, :.>', > 1. " ' f -;F 11 "/ L�� ,
-", . " \ 11 "' ., _. % 1i I , .,...__­.­-._1......
I I I : I , - :\\ \-_11 11; 1 �, ! 11 i; -- - I ----.-...1 " ! , I 11 M /
IN i . ; \ , k i : f ;
, ,% N-, -\ .,\, " I .,j :.,i" ; I IN 1 --A-1— 1 � . ! .1 ;ro, __`�_ .1
1. . \ � N 1, , "' I i 4 't M 66, � . ,--,( ,,�,
I " "I � % N',I \ ! I I I k % I - 1, N \ \ . .. " I 11 z . 1� , .. I ! I I � . I , , THESE MEASURES MAY BE REMOVED AFTER VEGETATION
,,, ; ) ; , I V-1 \ "I_."". NN,-/\// �� IIAIIIN\�,-�� - HAS BEEN ESTABLISHED ON THE BASINS AND TRAPS.
,\ ,\\ , \ I I i -7- I
,\
"t ,\ 'I , % \ i � \ \\ 11 \ �\ " f 'i // (I i "L, " .. I W, /
V_ , � , \ I "-",- j /, i I - ) �11­111 - - DURING CONSTRUCTION OF TRAPS AND BASINS ONLY.
,. \ \ , i " j " OF SEDIMENT TRAPS AND BASINS TO BE MAINTAINED
N. i , I, IN j
N\ \ \ � 1fe,-,_.,�, .,� : ; i * 0. " / , ,
­1 \ I , �; ,I , , 'N , 1� . " I � . i " I '.1 / 11 j i t � , . _1­1_ ­­-, 6. CHECK DAMS AND SILT FENCE DOWNSTREAM
_1% N ­-, - � \ k I " , '. I 1 ) " I ." ) , ./, / � �
%. \ _:__7__ , � If I 11 I � A
I 1\ .........IN- � %i )
. N N . \ .., ( ,� ,I �\ I I I , ,
__N, "\ \,�-1 \, _.,.._...­..­­_,_,'N. � \ k�\ � \ . N, I/ I ; �11 1\ \ - 1 I I �" ) - ( . x I I , �
� I j" f I � r I , " I,, 7 ,\,. \­ ; / . - I .1 j i tq, '.
� \ -* hl �� 1i I I I
I ,
\ ­111- \ , � �'�- '/ I, ,
� I 11 , I\ ­'
,
.., � 11 ; I N , . "I . - - .. . . I
.." \1%1�',1�,\ � I �', I . . / � I� I - It . , .. % _\1. NN N \ I " - 4 I . - / ., I I . , 11, � ; I . / 11 I "I
I '. , 1. i . , 11 , ;I I, \ •, \, -��, \1. \,__ ,- "­......./ ; 11 I .. .I j. '� I .1 ' ' ; I ", I" " .1 " .......... -
. v V . I •\ I 1 ,­­ f I t \. I. N ., - \� \11 N, , " I ' 11. . X, "" I - 1, t, i I il I G, ,A A 'i 11 " , ,
. "..".­..' ' II ., j ; , i ,� \ , k" \, I "'...­ I � " I ) t I . \ .1 " /I "
\ - / ; ; It N\ \ \ V
I. ". 11 .. ! I �j\ - , ,-\, \ \ . ,.\ 0 IN_ . kk % \ ,A i, ! " ;' ;! ;� .", ! ., .1., " 0 ,, �
� Ilk "�, ; \ I IN." I / 11 i 1: \ I I \1 " ___". "N"`_11_.._...__­ I •I - % . �.. I \ I / '. ) , 11 / 1/1—
. � 1�. % \-. -.1". , ; * / , ./ v , I, 1%, N, , I , I 1 � I I I \N, NI; I , .. "I '. � ! ../I J' '/ " ..."L
,
. � ), I I \,s, \ ,- \ I 1. I I � / , " "•
�
q / I j � ". \ I , \ \ \ '' V \ N. %,, , \ . 1% N - ! '. o -�-j' / ." . 1, I I
/ I " '..." , I ", / 1 ) ,., " m,�
. f , I , '. I, I I .I., ., % \ ,,, . `­. , I , . .
.., NN, 11 I . I ; .1 ", / /
I I 11 I / " , , , NN, , ­_­ -,,, '--, _-, 11 , , I 11�, i " . I I—' I / ..., I I I
. , . �_� i ; I ; .; . / I 1. ,,, %% IN N N. I - ",.._..­­ i i , f1 \ I , o •. ; I ; !, t. I " �, " ; E
/ 1��\ , ;
/ . i 1 . ) 1 "\ I ! ie � 5 t I I. . _/ I
..................... ". f ? ,
/ _, ,./ i I w /I I .11 ! I i I I I ­11 /
1­1 1: I \ ­__,­...........__ /' ; . f i I -
�1'1 ," / /1, " ':' ." .1 " '1� '. I
, - 11, I i I d I j I \ k 11 \, NN I --,- -\ x ; 1. i " I 11 I ; : /-.1 " \",;, -, —111" - %* \1 .1, . I ,
I ,5 11 4"'. 141 . , ,_1_11 TE 400ROY S101MEPf WP�,�5-mv j I , , *-\\,\ "1. N ,\\ N, ',,. N`11_1 I j 1 " , ; '! , . 11 I t \ 'N ,,. `� \\ , I I -, \ , I 1, / / " / !, / 7---� ". , I ".. .,; j (, I
, � , "_� . � I I� , , - - I ":) -N I, - `,"", . __y f I . I � I , I I ..
! "..., N ,; ,,,, I--,' / I ! ;, -- I ,% .* - I I I . I . ; ;
N I I i I d I ! 11
­ 11 I I .� ­ I . . i I N1 NI-.4-0 . . 1. . t k '),/ / /(�,,, /"; , � i y 11 11 ! 11
. , , ♦,,, N. .. ­.. �. ! I i I I I I k , I � , , I� � i a � : � ... .
"_,__.___1...1­111.1. - I'll " j I . ..", . ":.L'i I", I , �; j � -1 i i , Q4 r, ` i /,,, � I ) 'I ,-. - ,I f " I . ti
. . "e, ,, - ' , __/ ,; � , .� I. IN,' . IN , ---- : I 1, I ; . ., I I � �I , I IN , , %,----,,,Q , / "
� & D) AUCRES� / ......... \, %\ 11 "'...... /I.,1­1 , . 1/1 � ',
11 ,�,, "", N , I u 17. o I k 1� II, . N I'll � IN "I., � ­­,- . , / ,/ �', . .- . i - � �
� ...._", ,_­ 1 , , , , , I i i / / / , ; f I ! : 1.
, , _,%_...... I IN' , - i 40 . � , , , I .�; " ,�, , . !
/ %.. J,'.�, y. L�,� ,"I, , 1�z'2 ­� �, , � '\\\ 'N . 11_._, ., .. I I � ' 11
\ "I.-," 51 ,73 7 011' 5
! \% ,� =1P � 9 Tict, M ­� / .1 I - "...., /I j "
.. N --mt "' 1. - _­ ! .., I ( ,­....­­-­� , I 11 11 . `.N N--,,"'--- . ­ � I i j � \ - / // / '.. /I/ " *, I : I / :! I , , \ LEE
: ­_­ .,/' , .11 , f , , 11 � : i . I t I
",-","",-""-""1--l.-I-111I j I 11 _,,,._...,, . I I . 1/` ....) j i 11 / 1_il� . -1 '\ 1 ,.� " I .
11,11i _�� � ,_.",". """" ) __.."'. ) .! ) 1 . EC 11 11. I- 11 � j ,�. I I � / , ," / e ,/ I ; , �I
:1 ,_., , j I o ... i i ­� , _:.1"', krw t . f ) I -, / - I "', I——........ - . �, ,I �, �, / I /,✓ "I : I i ,
,__ 11 j 1, . 1, - \ N - I / , 11 . / / ( : �., q, .., , , I � - i ., -1 11. ­­, IN, .151111>16�1 - 1 / , 1; 171� // I 11 ,___ I / i : . .1: // ".1 _'_ �', ,- % � , I / ! ,
, ­­ : i : I. .. 24 -\ -,\,, ­,.. EXISTING PROPERTY &
N ,; k. . /, 1. ,_­,­­1__.. - , � .. - "' /1, , ./ , ­­­, I / I � I ; �
/.............. _. ._ ".") . , '. ", \ ,,,, 1". , " a ! .., f " I " ,., , : ,\ // . "I'll"" "' "; I'll
I", , �', __, - 1\1 ", , / /
. OL -1; k ..", "." " ! . .� - . i I ,I \ . , � f j f / i
I, �" I / -,-",. �', . I . � e i f . , , , . j , IN, V I., 11 -- C, ,--­._....__--- I , , , � , I ; I I ,,f\,, 1,\
\ IL, i i i,I'%. 7". \ " , % "��, ,
; ..% k I 1 ',, k, /...... I i j � ', j 'J, .", , . IN ,,,._
1, ; � .1 , I 11� ­-.1--l'­ - "'! I - 'Ift NN .. % , \., _­11-___�_," I ;; . . ", "I -I/",- ., I � I � � ill,, ,\..' -,.I, " `­-,
I 1. I q ,�i / I , .1...I 'r I /;�',;....) IN I . .,N 1_1� \\ / f ; : . I I \ , 11 ,� ; I I � z / e"-�'l ", I -
. V, 6 , h " \ 11,­ f . . , ,� i " f I I�9 1 1 �. " N. I __. MINING PERMIT BOUNDARY
/ . I ., I f j , : ! I 11 I. I 1,
; `­'­.-- "'_­­­' � %, ',,,- k 1� q\ ,­- " I q f 11 I , I V � IN. " " " �'
. "
1! I � / """ ._'... I ,,,, 1 \ . :_ � . . , ,!:­-�/ / / / i ,,, , ./, ,6, I A / 1, ". 'r 11 IN , 'N 11 ; - ,.....-- ," N: \ V r__,�'.�,,, .� I I ­\ - . ! I t , ., , .1'11$v'N I'_ --" 1! ! . I � '%-l-,
1. � N, \ N ........ / : ! j, .1 11 , 11 I—— 11 11 / I I '
EXISTING CONTOURS
,
� .;; I i , .1,.%_'1; � " ��,­ �, ,,, ­ , % " � ­�­�,-,--- , "\,N\ , / " ., i '! 1 f I I i ; J,.� i, .1 f; ,,,�'1 �, ".q.-.""-1 11 . u I , ,�/"I/ , .11 I �I .1� / '\`NIN` " '
.
11 ,, / ,,, �;1,1��! ,Iij , f/ " 1'� -,� �­_._"­­­__ �, __""' 'N I— k - \ .. ".. _­, j V I ( 1, J-1, , I "..,. / / " , I
,q .�, 11 / ", ".", ",` __'11� __ ­­ . _\ �., .11 .,,, "" N \ � /......... ­­­/ I ; I ,I j I . : I . _., /� / / �/ , '/ � 11 � ; 11 I? ; .�.,I " EXISTING PONDS OR STREAMS — . . — . . — . . —
� '1/ N\j "­. /i, ` , I � ) i
ROTE91ION ; - � �, , I .\1 1 I i i , , , `­.1_.__. Ill' .�Y­­
'­ - 1 "FUND 1,NN .1"", .1.., N N:,r �\ \ \ ,,,, , j. . , / 8 I j i f __ "N"N' FO/ / , /\_...__1." J1, f _',-� z '1� ,�,_ - EXISTING TREE LINE .."'..",­!"..­\� ­"-.1',-.­­,-­1­1
.
// I , ", ., Ile, .., ­-%,�N-, ,I.",\ / 10/ i, b A I 1 '4�� " / / ///_ ---� " I "-I , I—- -
`,,.,. � , , V .. ............. .. .111/ NN
�
. / u � _. ., ­­ ,I , .,cL - �-, - -,/ ,
, \N", .. 1� I \ \ I ; i . 1\ "'. , �, // ,��.
'1� ___,�, - - I, ! " i k
"...., �, !0 � , -""-. _", . \ NN. \,, `,­­ / ., / ­­)
" 11 ik � 1. .1/ ,"OUTLET* '__ NN, \ , �11 I �
" ,,, --1 _�__" --- w
� " , 7�,:�­­ ", ,!1"ARON41 " / �f (I /I f1j; ;; 1 ; ,--� / / / ! , �_ , ...- EXISTING ROADS
�1 " i ;1 _. - --1 - / "_7 'o I 7 , , 11 , •
" - ' NC GRID WAQW
�.I / � N', � ­­­­.......'. N , \ \,N,� N\ '\\', _._.._,.__/ 11 /� / i " I- __1_11 11 , , /, .J/ / " I , , .., - ,.­_-__`
I � �...­­ "
/ , , � " 1, \ f I / 1; 11 " ,", ", / �- , " . .., ",1_____­......L"-"-_­- PROPERTY LINE - -
\ "_-) , , ,� , `­ / ,; ,f �,,',,, .1 , 11 ! I r . ­­"" 11. , ',_.�,_,f�? "/ , / ,� � - , ­ . .
I f-I
INV -265-0i I I ­­,", N. ........­--­"`_"_­,.­­­. .­................ (­__ I( . "�N\ \\ , . -,_,,�­-- � I ", " / ; "I I - , / I I � / ­­ ­_
1 �' """, '-\ ., .,...,. -, '_� -­
/ .,I 75 I <' � ­1-1­1....... ,,, ­­­­­.."N,., I. /, " ­"'�, _. ,/ . ,,, .j. 1! / ," / ;' , �1%t /'­\._ "._­- / ., 1 , ,11 f /' .. , "I 11 " — — — — — —
/ - ; - _.. , , '1/ I 11 11 I "I / ,/ f; % " 11 11 , ___...,
/ LEN, qi+ , ; N 1. I .� N I \ il k I . -, -,(�� -­,,, *'_� . I ., if "I , 11 . 11 ; V_ "'.
I
"I" � - \ IN I I/ " I , - . - "I , �C', , r. \1' 1 _\1 , z _­ ­( _,_�Iw --. .-"/ - I 11 ,e , - : i I-' INDIVIDUAL MINE BOUNDARY (AFFECTED ACREAGE) - — om
" , /./ /_._,,­- , w '. -,,,�,� \ . " Y _ / , -
. W.- \\, ,\\ %\I"\" "._..":: , / i -..,. � "
I I , / 1 \ 1, " \ - .��L__ / /I ,e , // ,; / , /I
- __ .__... - �', " � � ­­ I I .__..
:/ In I 9 P,1A WP . iiak " I ", ___­­._..._----­­_._­,, .,.,I , � ,-�,__-..,..'_ .; /, �,i / ,` , / I " // �
,"", .
NN, , _, I, _".. I I/ 11 , 11 ,-
-N, 11, I I , / , I
­­............­ ,� I I
, , .
� I 1, / --�'-,--,-,. ­_ I . . - , . 11 p ! / -..-__-_-__--__----._- Iq . - f - .
/ � ♦',i ,\ N., -, -_ . "I * , \ 11 I , \N \ . -.1", I f i . i �­,,q........ - I v , " !I I ,; J/ '�; 3- '4 ;I , \ NN, , , , N� _­,�_...,'. N ,I /", '­,, " I I I'_" , 01 __ .... -.1 . , �,/// i , �! :; I, . I ­­­' ESTIMATED WETLANDS BUFFER
,\ , . " \ I , _11"'.. ) / /I
I ." ,\ �, ". " 11 11 " .... !
, \ /:�, , .l.", ,, . _: Z' '11-11� I
/ e j,�-_01,ri"T, i . N. " 0 , - I .....................- I \ ! I 11 , ,11/i ,.!! ,�_ /
.11 , , \ .. �, .,­ ,/// .'\ 11 I - I ... "" J I IN "I ; " r I - ...., " .1 / I -qi , � , , ,,'Q, / 1�.........
/ I . -� - " - \ X ,NN.`- �,_ I -.,.. - " . % It. .
"N' __.. - If I . I I ­_ '­ I 1; I I 11 I :, � % 1 z :: q . I � EXISTING POWER EASEMENT
, ,
_. IV- ; I " I � ,. � I \"'. ',,� " ­­­.-.�, " ­11 _. ., ,-I--,' -­ ,.,I \ 1� � ; ;1 j I .., k"; i 1; I � 11 / ­­_- --- "I'-....- 11 , ! I I M 1
/ , . - 1, \__', N,, 11 I NNN '. , 1<1 . � " -Q?' , �
�
1)/I I/,/,,, I , ,% i � ,� , - '� , ,\,\\ ........ -%, "I ".. ,,, L , \ 11" k 11 N\�1\ k.� - � 1,� '.. I " ! - -,_I........ _,-;�?Ay , / 11 " \ \ I tl, I � ! � 1%
A '' I � _. ". I_ I'll, I jNt . N \ I � \ ", 'f! .11 1_�, .-.,..- I ..' I, ,� t" � . : 1\ MINING DISTURBANCE BOUNDARY — - - — - - -- - - —
. I I I- /; I I % I � i
. I .
I I. I , N., ,�.,�, ,, " 11 IN, � � N, 11 %. I C� - -<- . / L� X ; /� , \ �, , k � IN \ -
I , ,-,,\`N - "I . \ j % � IN / ­­­­.,.....­--_. I I : . . ,
I I I A il�I!J, ;j�,, k " '1� ­� , , "m......._11-- .-- 1, "', \ � I ) , f , t : (.B "411 ,v, __1) / I I � % I j � I
. I ,,, .v I " " ,1.\ " � ,., k , NNN zPROPOSED —
-
. IiV .. Q.-�_Z' , , .
I ! III IN, , I .1 N // . I� I ! OF- — pp�
I .I.q., __ , , . � I , `% !�� / , , ' � '
..,.,_ q" .
­�" � , /; /.'111 "I'll / - + 0 '. - I
/ ". ." , , \ *1 , i - I .1 111* . . 0 / ' _ __ < __
I I I � 'i I I ;,�, � __ \ "I/A � -7, '�' ../
. ,,,i 11 'I- L , � , , F/; ", 1 K ' I
i � , "N�.1�11- '�'­ - __".___-, ," , 11 \ I /I i ) , � \ - , I j ;
. "I 1i _,/ I IN, '" J I 1, ,k k\ ". - - N\ \N., _.._._..___...,,, � ( , , . ,/<� ,e/:��,�'Ii. .1 , . I , I,\ I !� PROPOSED DIVERSION DITCH OQO
1. of �L i i . ,,,".­­', i , " N. 4, ` .� MEJTyp) ... � t 11\ I 1\� '� 11 I
_ ­1 . \\ \11�\,N_ _��_'�'.'.­ ­ IN \ . ", ___�. ; � \ N�l I I I / " 4 _/ / , -,Q,­'5,1 1. 11 ;
1. ­ 1i y\I I .I 11! " , ,+ .q,-,. , / . , ___.... ,__, .__ 0 � ✓'k , "I .... 11 _\, I , IPROPOSED DITCH, .,-.,-., L /,),/,,, � \% I. - �......_...". . I k, " ..".1-­11", __--­.�.- I I I'_ ,­q..........._- I f , 1 �\ \I , t ,,, 11 I ,I // I ., " , / , I ! 11, I �,,......., 7 . __ — — _I ; N \ � i '­._.__.­` '. 11�, �, '. I . VP1 I 1.. I k '.....__.- I I '% \ 1, ­,­�­­�1�_�1�11�7,_�q _ , - .1 I r . . , ,zl 1 � �I I "� ""' "" 1 � � j , � iwmikmt� / -____..­_. ,- %� . I - "" I/ "I � I Tf / . ��'.'_.�____
.
, � �! il . \1 " �,� ........__ .,. , .,. ', . "" �_ I : , � 1 1 j - ,�/ / �_.j / WY �Tlt I- I ;, I PROPOSED ROAD M1101411IW11111111 I
� I "_ \ ­­ . . . ,� , I / 't , 11 " I �w wSvw ;MM!,P I/ - "Bd I/ /,, � .
I 1. � " �% ,,, � ,�, I_- "'",�,,,,, , , " , ', , ,� i , __ - I - :
. � \ N.11....I _...-_­.'.'.'_1.-,, " , , i ) i 11 / �_._ I " ,;E P., - .
11 : i k , .- , %, � , � 11 I--- I � "I. / /./ "� (M-49--11111 ""..._.._­­­., / ­­_".,_ I BUEF - : I �) ..... ) ( !I !, .
/ I I IN,_ \ , ) 11.-:z N� '. � / ,F : ! I I / 11 11 �­� ; , 11 I I! I
" � � ,_. \ - \ N .,. 11 \,, : / el / ; I IN ­11�_, ­­_­ _', , ': . - , � POTEN'11AL WETLANDS AREA 1 < I,.' "I'-
1�1 N, 1* : I j ., " J, 1 . ., ; 11 * IGICII
.."", - ,_­ -� 1 4 Z\ , 'k- a .1.1 - - . . . / /I .'I,- - -I
"./ \ . ........ \ . C. 11.1 , � \' ` ,,. -, I . I .I / ., _. , / ___111 .. . / I . - " V18u it- B.
IN, L_1, ,
J: � ; t ( ,/ i " Z, -`/,A/ , . k ,""I . 1, ......_ k � ' \ :-,.: .�'
- I : ; ­- I'_ 1-1 , I i ; ;1 / " / • .. 'I"', : I :
I 'I-,..,-- 1, 1 ,
,, , ...- -, 11 ..� ,_' / ) i I "A , I ­, I I I I I . ­-, I ..
•
I . . I I /, -. : 11 .1 " 11 I %
. I . . I ., i ....:1.
'o,", ! I I 1". (' - -, . I,\V"I\ . � ......... ., ,I I I I ...... __ IiIIIIIIIIII ; I TOPSOIL STOCKPILE
'o,", -, _., i I ! , 11
I 1, I I , \­ . , . \ N.1�1� " \ I\N\ , _ . '. .N,,,�,/­ �, , \ , ,".,>,,, 'r / 1i , It """. ,_.., 11 I " / ­...­/
I , ',,,�� ­­­___��...... IN � \\,\V, \N -, I,�11_ 'I- -,,,,,, \ ! ""
;. / i�­ ­_. . .N , . " %. _ � I , - I _­­ .............. ...­­­ "I .NN .11 , �, le :
/ - I " \ - d . � I I , . � I - :, .
.
5 I I ��,,�, \\ _, , , \ \\ N\ \ ­­_ I \ % IN, .., ,, I - __�_ "_­..",­ 1/1 (L..... !,L I f. ! I i , f N. _�.." "_.�, - 'I', ", : "___� /1 '. '. /I "/ _,; / .1 ­_1­1 / j /,/
, .q, ,\, , I IN " � .1, I - � ." -, 11 ­ , I '., ___' I
." - . ­­ ... ....I_. - - . " � 11 " ej ,,, ! 11 ... .., /
.. 1, .. ." � I ,..� / .1 \ .- I - .. .A . ;j � .1 " 'o ! I ­ . + .
. N. ; � 1. I I, .1 - _."N,, \.NN ...... '. .L ., .! I I '. ",., .. .0' " " ; I �",)..".Vi,.!...i�.�',�,::�":
% 1, I ,(1-1, � �, ,Q ­`-1­­.­1 , , / / .1
, I " 1 .. , \, 11 ""' I , . - ,L1 I ) -1 , / L"- 11
I., I '. \ \ I\ - \ , ,\,\"\ _­ -.1", I L1h.- ! 1 .I !1. ". if __ "", ­ I - ,r-ILZ �-
, . 11 , x : . . "', I
I " i .I " ! '! I ", ­�7_-�._,
1 ,..� I I \ L, - :. ,,, ­� \ " I .1
i ��.I_L_ ;� " 1, ,,, . �\ ,,, -". \ 'N' ; ! - I. _- I" ,
. \ It IN I \ `­... 'N 1. L'... � " . -,'I / ."M I I,_,
- I ___ , .,� : N .'..". I I" I I, 11 . " ; 11111 ,!...1i,!L " , I. STD 11 -­_­ 14 . . / 11 ", " - - ­:.1­A_i..
... _ >1 , 0 � ,;,1". ) / ...­­_
"I / -`- ,% \ \ , .... N ) i N __ __11........ .,..-..,-­­ ­-1- - � '_� . �,_;r;-_' e� I
, % ".1 ­_..�, N, - -,,."---, ..1.1... ....!" I , _'_- /11 .1 .1 - - i I 11 i......­­ ...3 I....,-, - I 11
: `N, I \ BUFFER.. &% _-,� I " " "". " I I / ..71 �
-
. ." , `­,, 1-1 ­ I- _!­�- ,.k t., \\ -1,N. "I ,,,, , /' ,-' I [::.i.-,,�1-.,­.,.". I.t. I / . ERQSIQN
i - I , , N \. I I ., ­E-J". _� ,__ , _ N_111-1--­.......I , .00l , /,/ "
; . N, -,,, . , !,,; .� __1 ­e - I .1 / I I I q
." , ! ! � 11_"� I � I . ; ! - , " . . __1 '. , ,_ ­ 1.1" ., . I " " 1'__ ',.,,, �,
I � ­N`N —__� ".X", 111\11, " __ ,�1111...- - , ,1 /
, " ., 1 '.\J, it ,0� \. 4 < .. \ .....­­� _,­ �� ,-. _.... - ES:
" ,.�, " _­­_,­­_, "
_ ; - .� "
". ­.. , )4 50 iETL q
I
, .." I `1 I . I,\.\ I -.-, CQN1120L NOT% k i ; %� \k I \ \ \" \ \�11 I\� \ I " 1. \\ I, \, 1". ­­., 1, ­_ L -UL- -1 ! I N / � 11 . I `-1-__1 .11"" - f,., ­­ �,A . 5 I 1- OUTLET PROTECTION FOR CULVERTS UNDER
I /z , -, , , _......."', I )Q=Nr& ./ I
�
- A ,11, ; - I, ,q ,,�\ , ,, : ... I >,_v1v.,; ­.]�_ I , - CULVERT I I / " " " I 'N
I -.IV% . i 'k­-­_', `N- , , -L --- `-i \N�NN ,\ ", ", '. , ,w// -..., D TO EXTEND TO FINAL
! . � " V q. ,N ,� "L" -1- � ..� I x 'I� "' ' %
_. I L . ., 7E:11.1.1_72.1.. ..., � r / - J, . ,/ -.,,
__ 'L � -1.1-.1, /� i \ " \ \ . , \ -l" ... � ! % I '- - -1. ,.��,AL:.� I ,
-\, Q, , 6, ,� .. � � \ '111"N 1\ \ N". NN I � ,\ I . Z! ! I
. , r ,\ . ...- = 'o / , I ;­ I -
, ­­ "
.\
I - L \ .......-1.
1� / Ili: \11 q I \ , L. 1 \ \N, .'\ , . I." I I . ,"...- - __- " t : , * .� . ; - � _ ____ '� 11 11.
_ 'it', %% i ., 1. \ 1 " ---;-. I .."... ! . �, V-.Z -.11, -""" " - __ ...""" 1 . - .11 4 I !: i t f...I T -, 11 . WATER SURFACE ELEVATION.
I- _.,.I- ; i NN ".\\\ \ I \ L \'N.. \ ._" \. ..., f ,; N , . 1 130-.' ......_._ _ . : I f x ,iii;.j_....E Llfql. I $
+ , I ; Np I % .. . X"'N -\ _. . I ....... �___7IEMPC. -1-1111 - ',,'4 Y SEDIMEN1 I )L 2. TEMPORARY SILT FENCE AND CHECK DAMS
,
, i�i � � ", ,�\ , , " I I I (-1 ,,, \ I, I � __ -_a��......I. _­­­ L - - . � i
k / % 'k ,,, �-, I I \ I , � ­,MNAL ZAIJ?(kql Its , f I - E,Lj� L4 L.J. k...!,j. ! :
I ., /I , I . - /, __......111. ......�� I Y F W "r I I TED PRIOR TO CONSTRUCTION
.-
BE CQN RUG
ST
TD
_�­­, .1 , , \,,I, I / : 1,; i ; ? , � .­1. ..._ .--- .­;� W�" / .11" 4��.`y RIEQU � �; 11 I
I I " , NN, \ \ \,A . . "'.... _­� , \ 1.*41� Ca�IW ____­__ _­ I i
N , ­,-ItW4 �qMDEP op ;-,1 0 ! z ,� � !
.." I I I, `, � - \ . , 11 % , \�\\ \ ", ':�_1.._1_­­­ , �, .. � . ES L ._...t� I j OF SEDIMENT TRAPS AND BASINS AND TO BE
,­­,_._ ,-_..... , \) , � ", \ , ok� - ..... ..,:7 �Iw REQUIRED I/
_\ , _­.` .1 E. I , ., _1"A I L.�
-
I 11 111 ,z . I , __.- / /f , N' . �, _Iq I ­1 i - ;i; : Itz ; . 11
� I " \ '11,�NRI NL. ,\ I
/, i � 11 " \ "I \ IN � "\,- �, I .. ,% � / � I �v K�l � 1 , I ! . I . I !
I � i .11 I IN, . / " , ,q, . ­ I., -",-\ " I N .., "' .,"L MAINTAINED UNTIL TRAPS AND BASINS ARE
,
11 ­-.1.111"", ."', , 1 'I , 0!_.L[,.. ,......11
I . " .� I . , '. , I .,� t �-,t.[-` ' ' : �: ' '- _L
; � __ "I . \i . I N, *, / ,_ . , . j .. . �T I *,'� - .1 A - �);�...,._ .. ; 1.; �, I "
- . ..",S­ ­ / - !, j / / I
t " I --�_ / I 1 1, , ) -, "'I "\ ",N\,\ , \ " '. , "" / 11.1�1 I ;-N.:w - " 01��_ � I I
,,,,,, I, i . j 1, � '� ., .. 11- .. - ; ..i­
11 I�L I " .1o, ___� I q i I q� -, "I,........I " , , - ­ ""', . ­".... ; ; rl; I : K 1�1'��-.`-,'
t /' --- I : 11 � \ I I\ 1 N, % 'i / , ......­­­ / "."Ili ,\ k , ", �-�.-..­­ � �, ., i��� I COMPLETED,
. k I i i � : -\. / .__ I , " I I POW Bawdm. . . ",__.. . ------- - 111k. , , , ­­'­ - .,. ""
. ! J I I � - ". - " I " L I—I-I...�...3...L -L.A.-t-L-1. \w 11.1; "
! J, / �; .11, __ -!:/ 1, '.
1 17 ; ,­-, ­1- ,­ 11 --, --- ...........--,______-_, : I k ; .
11W.-I-P, F ........I.............. :,
, __ % ­*......-­­ I FOLLOWING CONSTRUCTION.
I / ........... -.... ......, .. 11 ! ­� \\ I " � ,i � /`­` I 0.�VAMT­120 ,1 . I .. I,, " .., I......,�' , ,,­ - "', . I ., 3. ALL BASINS AND TRAPS TO BE SEEDED IMMEDIATELY
*
I!, � � � 11., / .., L , -- \,� " , 1 I
I - -._.-L............­­'"'" I., / i, . ___., ,� / , 'NN " _�� I I 1�i I ", �
I " ., I .......;;:;;;, _.."..... N I I f j I
" 'i . " I � t , . I A ,','--. ,/ ,� I ­ I � : e
, I -�� .. _', , 1, ql\ "I \ , ­1­1 ! ;� 4. INACTIVE AREAS TO BE STABILIZED WITHIN
. ! � , \ ./ " 'i ! / � i I � - / 11 j I 11 ,". ___ - " i I
. , , I / / , e -,-,.,-k....­ -1 ""', \ ;
q; I I I.I , � � ", , ...........­­" 11-1 ­­ ; ; f I I , / I " / . . 11 / ----_ ­­� . " , .1'1__`, ,_., :, " - I
E . i � I" � � \,.,� � ,-., / /­ ", 11 / /I N, . '11d��_ - - �1'1 .".1"".1- 11 . ... I
_­­­.......L\ I . _____.� / / �.,, / ji ;, , , ) ! : X � " -I' /-. --....- r ­_­`_`­'_­'­_­­_ "" . . "', '411IF I w 1; 15 WORKING DAYS OF EXPOSURE. .
" I I I " . : , . I I I 4 ., �_� / i ! .11 ­. I
� I 11 : " / i; I,v I 11 1 % I I '.. I, " ....... ­­- _­ i i B fflp,16P _.....-.,,., "...__ .. , � . , 11"
\ : � / I / / 11 11-1-, I ._,", -7�. 1 -,..--
. : I 11 f . I `NN
" ! I I k � , �\ _­" ' ­......" / I/ / / � / N I 11 / _,"� ,, -_- ­41"a . : ! .. '11� - . , . I
I i 11 .* 11 11 , / 11 � I I N
i ; 1. __.. i i : I //1 _'. 1 N�4
.
� . - � I " � \ I / z /­­- .1 j ; / , i I / ­­' -,r"- .: a /
", 11 � / " z / rZ I / ......_q........ -, I--'--,.-- \ ",
"'." : I .-\, t I , 1 " ;" / / I I r , ......... , __,� .................. ", ._..,. f", I I" / N _. - I "I /
, I ! , , I
z "...,.........IIII-q.." 11 \ I / 11 .... \ I \
� _ , , __� -
, I : I t I ' 1 "j,/ -1". I .1 / . , .1 .- , 11 - -1........... ! , i, ....q. / ,­-.­.­._.- -,- _...._1
- \ i I - � \ -""" I / / / ) , I i / 11 ("', _.- Q , , � __ - I"
% , . I I , "I j 11 i f, '.. _'N F � I .1 / 11 / ...................I., _­ Ir , ­,._', \ �
I I .11 1 � i I I \/ / / , "I' , ,%. / _IRIIZ� 1-11 \ 1. 1�m : � / 11 I /' '_­ � A N�IN, I I . .. N, TRAP .. wo IV" I, .1 , ,.\�, " \-. /
; " . "I.." , �j / , I / , -2 ,-0 I IN, i /
t . 1, i . -- / i !
- � \ \ ,k% i , ,,� 1� ; / , � I ; I i I ,", ,, � I( AP, ;?0u, �kt 4P �-,.::n­,.:� , ---✓- I I,_ - - . ; f .........'..", �, ! I
I, � 4 ji� 1 �......____..,__., 11, / -..\ : -__1. "N"--, -, I,, , \u I I ux\-,X\ I ! / / / 0 - _>j i- ". " � N . . 11 / ,. �, I i �, /
. � "n :I . : " , ; ./ "_� " � .1, t j\. " _N' I-- -1- . NN" / I - f . I .1k I" ; : I / , . �I i �� ,"I" ,% "'i 11/
11 \ , ! ­,�, , , N, // /" I I/ I I .1 CLA�S 0,fw!T . / " '�
7 . � ! .­..............­1......._. ....­.. ................_ W ,,, 1\ -, I "I �
I i - 11 ! "/ FS!7 k � I . f I r,I k I (:, i 'i / / , '/' ", , ., I �� "I , ,
1 � �, I " I 1 - -% \ - _� 11.1 , / / , ; 11 ..,.....­­­ ,-1, , .- " .. �'/ � � .1 � % / /) ,
I , , / , i - "" - , . fr . � ...... __.____,._ I i � / 1_,., A) L"' , I .1 I L � I-. 11 -ql..-.-q........­­­�" / . . _ .wl I .. . �11\ "I " . -1. _­", ? / j , "
, I... • � ­­_ \1 11 I t L ./I , N, I
� : • � � " I � 37 � r�- I , 11 ........... � " \1 , ! , ,­­­... ,,, j t "
I I Ppt ANENT SE01 ,11:, I I I i,q ; . , � �,
� ! � I k 4 I 1 /"/ // 11 ., __ �, � . -11 ." Q) I
. 11 'ACRES, " 1\ / ­-.."...", 11 .! , ; 11 ­­_ , L � � N, �t ,
DAm ?,17 - _-N ' _ I I I ; 11 , y, � 1. -) I i . �
i% / � , _,, I , �� ri � 1� � i 11 / / ­_..,.­­­,­ _­­ � �, ", `Nk 11 t t I - I "­.. -F, ­­­'­' '), I
" z : 1.1, / "'. � k x \ UT"AMNA 1, ", 1 h.L Ii 1 � 11" I ,; 11 / j / ,__- ............ I "".." If / 11, ,� " f: I N� -1-1 C I /
� `Ili 11, 'i �11 \ \ _,_.- t, P 0\41) 1, �,� . , ; /,,, - / ! / / /.........*­ _.. , I / ,,, ­j , ;
I -
_'.
�11 � I R i; I'll 11/, . / / ., � \ ; I a N',//1 Ize "I / I I I f -,f / , / .I- .-.. _..'....­ .......q....- ­ � I '. _<11"l-, ,,___1. \�`, q ; " .1 ��.­ ......,i '1�
� I i i 11 "" I " /­­N, \ O CF O�, 225.0 1 I . � ­........ ___ ­­­. -\ `."I ., __ . � -I'
, � I \, � - /\101 V " , I I I I 11 i _ t I I /
I i : � I ""­.....� e \ Zr ,\ x � , � I , I ,_ . ­­_ -_ I" I - ".. --- . 11 /
.. I/ IN,\ 1 . >11 ' I " ­­ 'N, k "
I/
, I � I . I/ / " / \ - - I " I, .
I% , r �s ­:_�_,�., ! "N,,_____,--- ,
,, .
,,
I . t I ` � H1 , — ___ - ­_ �KL '\ / , ,.1 / f " ­—­­­­_ N. I .1 , / / / / i
, L - ; - 11 I . i� !. � OAR L / "I r // k " "I
I I.. %- I, . N, 1, i I 1 gMERGMyrj_A1 EL - Z / � / .. . ­.-, 1, . 1%� ,
L I I I 11 .
I
.
. .
I �" I I *, Q .._...... %, I -, ..."
I q , ) s " / 'k " IN \ \ ,__ N \ .RE Py 1// / "' / / / - N`L,",j!"/' -, � 11 " / /I --N, IN
. I \ I � i,� I : " I ­-- \ \ � 7 , ., I ,4F� " , , I ...... __1.. N , ', ", r .
\ I k . I I I i I ERG cy,�Sjptl Y LEN , , // 11 1 7 ­­­, ,7 / .1 ; / " \\,� f, '-, �, "I 1
I , . \ I 1 : � , i \ \ - ...... _,­ ,_ -� r-Ij I/ / ., .". ,. /
NORTH
I I k I .. ; , !-­,., i I I j . , T(> I %\'�__ " 1\1):)�� 11 . , I I
; I ,L I \ " 1 : . . � t q 11% I \ DIVO$(ON J�l W). i .- - , I "I . � �. I
. I �tt "i �it f i . , k �, \__—, . I" , / 11 " :/ / ____ ____� I __ J" \
I � -, / x
t I / " " , , / J,t ,,,, .,f ." i f / ,-,,, /_ / I
% " 11 I I ! - ; 1. "I !! I \1 $ i .. I � W , " , - _ ,­., , , / + '-,-__......­' , I ,I
I . f , : _....... " j ! .­,_ `_ __,,,,r / � ,I /I
I � ; 1 "i L ......�, / / !. I 11 - : T . 11 1. , 4 , ,
, % : \ .\ I \ I I TCH'.(TYP)� ! f " ,• i i ! i � 1% ) _ I " ,;, ! i . I/ %­'.."_,"�N.%N ......... � I f / I t" / "I
. . .., / I 1. 11 \ � � 'L I I/ I I I , f/ N­__, I / 11 ✓ I"'.�......­­­ , SM DE*rAIL ON SH�El I , � � 4 , ,/ I f ,. `_-- � I
I I 1 !, � "i I , i f I ...... , \, / Q 1.1-� _. " �,,
11 " i 'L , \ . ,� o 7 � I I / If � "I .11 Y=� . I
, \ , \ . , I , qAP\ N i �, .­ / 11 " / ............ .....1­1-, _��,' ..", " "
, ,r, I " // . -
I I I . I f ; I I 11. r', ,, / 11 ./ N�
i 1, � � i : . , f � I , /
. I , k k mo , I ' i ! / . ! I >, I '_ ! I ,/ i t , I f . / SIX I ET�L MY , •
/I / 1� . ,-q......... ...... ,%Y' I , 1-11, _f . . � ", ..el
I - � � IN f � 11 i / " ,
, �
. 11 I \," -, \, ,& DIVE60N DI I ,�1, A� ) ': , I " /,� �__ ­_ � , / ,////,
, \�; -k I , t \ ! -
.u. 7 1, L , , / , i `­.
, ! , , I ,­­­ -, \ J, I
i If
I IN t : f , \\. N, ! : , , --. I
� 1 I , , I v
� _ : ` . . I i "
I ! i , 4�, 11 I / __
, t . 1 , , .pu v ( � : , j ....IIIIIIIIIIIIIIIIIIIIII.._ " I I I
.%, �*. I 11 I \ I ! � I! I � il " ­ i , \ �, \ � ! ;1,, 11 ! " F, .,: I .." / , I I � � i � � 1. - � - j- , i 7 t , I� \ '­­ __- I / /.- _­_­­ " '� " .
-1
I , , \ . . , 1 , I, 1� IN I , - - I .....__ S , �
z 1, - ; 11 k I I f -1-11 t ,
z I I . ; I � � " ; ,,.,-, , . , /.
11 . I I ,I /1�, I , I, ! ; i .; , ; j � I ,! I. � -I I �% . / / \ '­....I—- I , -,
k \ I I ! � \ - I 1 /12�11 /
­­ / ! / " r _
I ; , NN I � 1� , � I 1 , I I
I k I I i \ � 1, \ \ IN, \ 1, . ;/ " , " '� - t t ; I 'N / I "I ,� ­­ r......._..jC:) / f "P_ I
; \ I j : I \ : 11 z , N, ; v—, 'N 11 - . .
r. \ L,NN, 11 I I \ . I , 11 � I ; ,
,,,_ x 4�1Rtp
11 I 1. : � N N, , \ I I �' 11 ; ) � i ,, \ \� I, � , :
� - I ; "N I . I N t
1, 1, I i " �, " , , , "', N.\ ,.", 11 , /,,;�;,.'IN .',�,. "",7" 1 \ k I \ . \ %
, I ;1 I \ \ �\ I ". IN / , '
11 , I, I % � I t I � -1, �\ , N I \ N / / I 11 I" I/ I I� ;. 11; ,,F,, / i � ,, : '' 1, '11;e 011' �. I k .k IN I., IN, � " i. I ­_­ .........­­­., "' r....­" / ,."/ ! " t I I - :
. / " .i � 7 . -^'ti..
1.
. " � ____- ,�.­ 1
IN . I I I 1. " , % i " I ! "I ! , !
\ - . � , \ N, ,I / / , I I , , A , -� , \ -",\, " I , . : ,I) . I
* 11 I -� " I .! I -, " i ` L - . . : : � I - �
I I \ � . , � \ k " / I 11 � . ; /'. � . \ " � I . 1, ! �% -. � , ___� ),I-
I I � %. -, 11 ; ! . \ \ I " ,L I, , : I......- WiT PO kw- I I I + / i i I I 100 50 0 100 200 300
ll . � . I 1 . " I
'� � %\ I I I $ N I " , , / J J j ,; J , , i _11z , /
IL I, k � 'A0\8 MPRA�' '% '­­....... / I __.- . I . ,­.L.'. ,I , fX , . km - N� I-
% , . I _ "', _­­-- ,/ ;N 1 I N 1 % , , __\ / N) NIt I �. I '� I ,i IN, 11 IN I . " - z ,'I ) / .1 " e / .. I " 1 RNALV461 r � .I il ! N'. / i In J 11 ....1.11 � U�, I ' � I . N X , : I , r, CRES;\ I . : I , .­ .. .....q.......L '� 11 I� , 11-1-1................/ , . I , . / ' , I _­ I I i I ; 1 /�",_ \."._.__-_.._ / . . _%- i 'r ! 1," . 1 / .
11 1 \ � I I I � / 11 f i !,,, 7"/, I-- 01A.,w CP,STOR ICE a.-, � I � . , e ! . , / ,
I . . ; ! � -,..,-- : . - .1 I 1 � �1' � i­._ _, i . .
I I NP - I I%i . �"! ! I II ! � ; � Ik\1 \ OOND'kT� ­­­ I/ "" i,- , .1 , EV,9.32.4 0] I i I '.... 11 / , .........__._:­­_, I _./,\. ,
. . � � \ I�1 I � \ , ON / .,14.200,",CF _RQV1DW_ I , .1 0 I
i . il � ! , I � I x ,,;� ! � ­_ _�1174' ! ! i I i ".".� .........­.....",/ , "
+
i ., i . I, . �. - / � ;, I ! I i j / +/ I 1
" ! 1. .1, '. � EL�ya T� ..,.-- ... .1� / , � , .1 I ;, (t4i;;,�",_ .1 I i ; �.,_I " - . 1 ; , 'I ., I
..
" I � ! 11, \ \ '1­1'. I; 11. I I q �I " A i ! I . ! i ) ! L 6 i I -_ . , 1, N, ...I "
: ; ! ' I % , __ .-, e " - ,, - - . I ; � ! - , '� -1 I ' - SCALE: 1" = 1 00'
. , ,I
, I I , i �, � �
. i , r � . , / j. 1;.;" I ! I "I - ./ r
. I � ; I \ \1 ,_ I . � 11 I IF ! k N, " i .� I , / 9.., I 6 ---- 7 . i i i 11 , <110'),__ ......,--.-.-.---.......-.....-.-"-.,.----.I t ! : � / ",
� I ! � � 11 - I�k, 11 I � , � - , . . , ' ' /
I 11 � , I i Ij , / I I i , _ __-, , I IF/ , i I 11
I I "f/i, ,Z j . f �/ i � j / /
II i � � . ....................._­` ; , � � '�\' -'-... r -.... _.......r'
. � " ,,, - ; 11 i i I / i I :11 I - __ !
I i . 11 I . , ". 9 I i +1 ; ......__.- : ; .1 � -BARRIER-BER
: i , ;� i 2 r I i t N -�, mo_=., r I u " I
i i �i I� i:t \ 11 k I'll k 11 - . I ' ' ti' 11.1 I n 'S.P� , : i ; 11 I 0) z I / Qz ,,, --,---r,., , i. r I: IS. �4' ­ .
t i . FERLIAN�4i POND \ I ;' "' 11 ' 11 � / _- -1 ! 1 1 ; " '�
I I, i I !DA-,4.25 A -231-W i , L . I I I N ,.­ / _­_,� "
! PRINCIPAL SPILLWAY f 11 �_,_
! \ ' 1 � , / ! "41IN, \ V / ; f 1.) ; . I
Ill . - � : N . .\
, t. � ; I � L)j ; : i .\ 1K 1 to 1 � , w - , � I ,_/
�" �,N 11, , ".1
RISER DI �jj �\��11_ ;,�� I . � I 0 " . 11
11 I 1 1 � 't z .A , I / t 1:�,�-1 0-I'll
I I � , / . 7 , ! / �i ;�_ "I -i .. t 01 . . . I \ " f 'I)., /
k­­.- �t 17,41W CE S I 11 : ,I - ­9ARRI1q­.1A­-. ; / j. ., - ; � If i I t I A i �i � , �. ; ­ . ­ ­_.­­..._ : , � t 't � f,-,.'i ; , .
t I .111...I , , � I ; \' -.--,A- -1 r, , .1, !� " / �* I ,-..-....-
I . 11_ � / 5"\1 x I .,\i ___ 1.� '1011f . � DARREL,Milk
I : . I I_
. i � , "I., : I ", '. i I I �,, " : `­,t; �! 1 i I 'MATCH /. ,­ ....... ­..........r­........_­­ -
i /1' ;� ! I % I I - i 1 � 1,4- "\./ I, sil I i i -LN E.7 . — , i --[--I,--;. ,-. `i-7� -_
( 11 j. ! I A!v -.--. ; I 11, i i _., .
k I - . I i i ;
I — t— t­ I . -� I : . �1 1; - " I � i _�v 4 '..""I-11-1­_. , ; - '�',��',,^
�. � I - I / I-, 'I- , , T i .,.
, * -
11 i � 'j � / /"- , I: I - :!; i __._ /'
. 1 , : - kK� I . I " � _" .............­L -1" Jl - f , f 19 . t
. �
; - , - .. � . I I 1, , I; T ,,'��t, / i -H-F,l 1 i jr, / '___ ........ _.__._.....__. , I , _11.�'
; - I I / I I __.............. .....
I . . �
t k I I t 11 , ., \ . " , , m i � ,tj , , I ! / ", !!� -1 -...-I.. ___­ N� '\,. j A / I �, -, �....... , q � - /
, t I I " .,
; ; " ; ", I _ � - ,-��w� j/*_ 11L-�_
,
! I .1 q I :1, I , 11 '! , - . .111-1, I - . - .
It : .. i .1 , I
; I / ., ! I 0 0 M 0
. I . .... �Afi.�,
- . !?' ­ . - -
j% - '%k
0'.., � W . RIMMARM • Lb- . I . "I Triangle Brick. Company 2A.Trzt. "woo ___ SHEET NO.. r. . . a my MKRA&<2�]MEROSION CONTROL PLAN HORIZONTM.-
. I . SEAL : _Mgm - - MC__ Merry Oaks Mine #1OJ.UCE 2M�70M Il44.642 Fj�_� __ PA ENGINEERS* PLANNERS o SURVEYORS ' 3
40 MFIRNII VER1111CAL.-
L � � om— Mw I , SHEET 1 OF 2 DWC
&N , v FILE #
. I I - - I * ' '- '-,3 WLMiNGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA -
I so PER LANv QuAUTY MMMENTS 0, . - ,..� � - N/A
nG
/_11 _ -11f,'
*,9/
0 e_,;,��_,_';_o
I
I
�
I �1. ­. r ' . r, : kf)��AOD OM-M Tjw SMITHFIELD, NORTH CAROLINA Renewal I
EM 00M . P- LLLL . I 5 . . . .-. OF.- 12
. - REMINgHS __ �=! I
-
--------
I - ..
-
.

�� _ _ _
, .,_,� .r— _ ,— _ _ _ _ _
r T�
\:'
• •I •_';_
.'
. �
. 1
' f f! \\ i ' ' f a `� I f j r/ i I / 'y_ .._ _ .._....,_.. r y t .\ - /
I `t I:PER1t1AN�N T P D g 11
\ `�. ..... r, ��;`; f,'' W. ' \%; . ,` ! _" "`""~, a�i 8 ' r !1 tr ; j � .i q .� /'` �- ..�.._.�»= I i j d Y�SU L''BAERIER••BER 1,
`l �; iDA�40 6/lt�i 1 t \ PR! sPr`"' LL �231.t► r i, !}; t/J T d f�, �` f 1 /r" "" °" "'� i I I d j i t l' - _'"" '^_.*. It l ! r fr \ _ F ,-
1's l 1. i, F E >,7�esn ST t IR@ R I�UI + t # 1 i `\ /r , , 7 t I I /-- i I' s' !� ^'-n,,`^ r: - ! ' /
i j 11Q,1 ?. 1• }{ r, `\ 'BAWtF "111A-0-14�9..l11NICHES. ' i1 { r, '! j f t '•`,` try ; 4 \ .mot/ )` �N _..,.... ...... r 1a,'1 t �\a,-'�=-�-,,' F. / J' (
1 t . ... •I e t 7 t ! �. � �.�F�\7ii7CY .7f"ii.1�.1fI�f'GF-'�•i�l..dt r f"i!. Z/,, , I T I t f I ,•,, '\� 17 [ 'N i i I 4 � � ' `•. / / !`- _ _ _ _ .. - '}� ,�. r ,
. ' . f: i "AliEE 1 , I t { I / �� _ i :t (/�, r �'` f r li r}•.S J 1
t �1 �'i 'i I �' /r ! t• \`^ •• .\♦ f' 1 i 1 r !' s ' 'A' ',
/ r (tI fr �• /• P�{lilli . a�Pt .� . `t ' 'V� �l ' ll " ''' �.�.. ��•`•�ti yl. .r / i ' 1 r i 'k // ',
`,S i; I j ! f ` `\ ~ _.'/ f ; iI r ( # i <ZI$ER DIA,+�,24 1 ES -! ! / f r'-
,v i t I •� r• , ,' \♦ .._._.. ....,,� \ ,,_ r f i,> I i. '' t ( 1= i 1 i Gia w 1$"iH.( �\ t `� - ^.. •/j f ••/-"-,. \\ 1 'v /,',i ! f' !.• f 5...`. /
. 'S 1. ,i v %` f f /...•••..,♦ \� '^` `�\ \ f (' /1 r'.f_ ; ` i 1 .l , i 4i .lf'r ''�r� Q t_ y ,,S ,_ `• ! .` t !// = fr ,ii ��f:,f�'1 flR f f rJ,�' I `\ may....,.,,. ....II r i ! ! r ,p. S 1 l ! / 'S } •-_ ` f iJ l \ \\' ��. \ / 1 1 \ r d r i CY 9PltJ.WAY�t4 .+--� I \ J ♦............•`' _\ :, 1 _ ,t 18 IIV DIR Ci v /I /'/' \, % r �'. i ! F ! ^ _.. t \ ., / / s / ,' /f !' ` k
1 OUT 2 " `' �` 11\1 ,,..".I 1; ".................. ..�...-..._ \ ti I `'� %) /)
ti 1 �T�1�ORi4E�Y♦C�tF, #A//� /` �/' \;r ' '�\ } I i { ' I .%� I �+ \� f' / '/ / \ 1 _ ''J / / �' / i � 4 ',1�
l C1TH�8 4 r �,.,,�'' ,.. ..\ t a \� -Pf�O Troll •+G�l , i� r 1' I r _ ._ A1E / f / . I / ' i /
5 Est .3� Tt#rIF?ORARY µ[�3 T `t��«- 8� •' /� r I J IN / r { 1 f•.__..,." . ..,......_ �. ,. Q H"'"" -''. `� / r N ,� / ; •,
\ zszQ sr t UIR 1Rap` orl�.:t` ti �, f ' T "' , i r ,, -i ` ''` �. 1 ....._,.._ -
} ' PRow \' , ELsv a a222A_--�.__ ' ' e � -, / �._.. _'� _.'� ♦ �``,� i `... ;,. I \, / ` , ��/ ,r',/' - /� . MAP COMPILED BY STEREOPHOTOGRAMMETRIC
".1-,- \♦ r / !c ( � __. "\ / /! '; t i /•1 '-} `, / f / ' / r' OD IN ACCORDANCE WITH NATIONAL MAP
'I ... t J � '`'.__•.._.�' / METH
' i '.� o_w \� t 1 4 _ .�~'"^""'-' �•", / i f! i /! 'i 1 `_' ,/' /' ,i ACCURACY STANDARDS FROM AERIAL
AP BOiinAl
\ +.`, - , ti i t �, � ,' ; j ; ? ,' ,%f` J a>~vAltcx- 8.p PHOTOGRAPH, DATED 1988. ELEVATIONS
t \ t ;;�; r \ � c} 1 `� `� , \ /'` / % t " ;: SHOULD BE FIELD VERIFkED PRIOR TO
i � 1 q} '�` `\ �• Lr �.._ _ � , I G I , � " / 1 .' /' % \ PORARY 5�i IT ,` 7H4 C©
1 i .,• ' ♦.` \ 1 t t ',.."„-,._- "ti„� �� ,\ , ( I i t..a. , ,%�` r % (- `t } t \ / ; , "I!' -0.4 ACRES i CONSTRUCTION.
J I . 1 % '' ,. \ \\ ` ` t` �J ' '+„ \�,.�`'�`� `�\ { F I I l \ `-•.• f iv / "'`' / 1 j I 1 t \�' /f i / /' r �� 0 C265 F STOR REQ 8 2. NO MINING EXCAVATION SHALL. OCCUR
j 1, i �♦ ;1.''�. 't ../ . •'� \\�\.` „ , �` , •, ; t JI ' , •. e"w,w,,,� f/ ,,,•' 4 v,.... , i ; I. S ; �, , ,/ ,,' ,j 'll , fi Vi' RD iZS.S WtTHiN THE 5©' BUFFIwR ZONE.
t\ /f
rr t ,,.." \CLAS jRiP ` - \ �" \ _ , '� 1 1 I ( l\ ^..ww rr r �',• \ / , l i i ii /' ` / yy' / i .,\ ! 1 ! 'i
r ,
t � � t
t 1 i �
I1 . „ \ ) \ - ', � �� `; �• O `\ / / f /' �'' 3. CONTRACTOR SHALL VERIFY LOCATIa
` I , \ ...-. \ �, i . \ \ / // / ' r/ NGI tAl SP111 AY `'e2i2 / / ,�' ;/ .1 OF 1 e i ♦ /� \ 4 •.,, '` / It( Fi o_....•''' ANY EXISTING UTILITIES PRIOR TO ;`
f d \ y ''\ ; ``. ~\ � ..,'• •� � •. w/ 1 i l ".... _ \.,�, f , \ , r,_.,._.._, j I �, ill 36 I"i+iES r r/ f ;%
;'' ! >> �� ,, \ \\ / / �� ` I ` '� / ; l / � t / PERA6ENT saIINEMT Df►r� 5�s1'� R ## lad,.241NCHE's ;r ,� CONSTRUCTION AND A©VISE THE OWNER
I _ ' 1 \ .. � i t\ \ i � ; - / t ,/ F1NaL a•. AMES 1` t j t P wAY � .. /.• ,'� ROPERTY ANfl NG E 0 0 t '� I p a3- Y S i!> I:r:�"23f,4 ENGINEER ER F ANY CONFLICTS.
I
' .� `- �111 \\ ` ! i t ' \ ;' d ' i .\ \ / ��I/ ! \,._:.,:, Q:� osd sTnRa 4L! ', . c SRILL AY t�tcl t.. '' �� i LINE (TYP)'` 4. WETLANDS NOT DELINEATED.
/ + I SURVEY TD BE UCTED
•\ ✓I '., `,, \ -.__.. j \ 4 d ' t' \ 1 1, `- q! � �.�.. ,` \t � j / ' � / 19.25Q CF R 8 '3 n `,� P��q0 80T1iE1iV1 •'` I, .� ;' (�
! 11 „i�'17 . `\ �\ \ ~ ',\ •\♦ ', t , •f f S 1 f('' 'y j ' (` # (} ',• \ w,....• f i ,'i ' J/ i f, f `` f.�GiA�h��, r '' r # LOND
;' , '` \\ ._..� \ :i ` _ ! i`'! ` ": r ' = E E I I [ INCIPAL 4PILL1HAYi . �'` t l ,' CLASS)R t� .RAd�,; r \\ \'� ''' •-'' ,... ._ ''" -/ ItlFFER j !' PRIOR TO DISTURBANCE.
1,I i\ ! t j � , . '� ' I S$R L 010 3saN / } 11 i G._. '\\ \ `� ,w_,_ .....- ,/ U DAR c j / / 5. SITE NOT IN 100—YF FLOOD PLAIN PER
. i / \ ; `� .' �� I l ARREI. piA,;��4 I t / j \ ,,a,.. ..- / , r �'` /
1 ,' \ \ t I ( � t • " cY SPILL _, (Lo ', ,�I. �.,..� �►" % (�(YP CHATHAM COUNTY FLODD INSURANCE RAPE
;1 , ` i 5 \� _ + ! ` I } t�\ I i /-��.. ...... .,.. tii \ �cY � �_... ..,,'''' J ,. L_...� ,, �` f 1 ; MAP PANEL 370299 0150 B DATED is ,,..��
.i i t ' 1 I 1 i �;;�/ 'vJ I ' __ �� Ni' �' ti f .w~ / - ' ; 1 JULY 16 191.
i 1 _ •\ I .•I" '� , t T I i" ..• ,.. ',•'r.'. y ! i 4 r ,.,.-"- ,\ •\ ,,y'' ,� , / .,.,' „ f' 1 i !
` t \`,� ' '` ' 11 %i/r r �� ! \` ■ ' ,' ---'\, \ CLA_ B RIPR11P,- •{,' 11 ,� r i ;�,' ,% . 6. CHECK DAMS AND SILT FENCE DOWNSTREAM i
. 11. 0Y 1 1 f / t 1 { �" ,' \ \ /' PON Tan J7 ...__. I. !ti._._ r- _........... / -42 I fifi } �, .
, ) cn i / ! \a2.0♦ \ OF SEDIMENT TRAPS AND BASINS T0. BE MAINTAINED
1 ( ! ! : ..... 1 ` 'f / % r ; , • \".. /r, \ •\\ ,/ ,•'/ ,•""• .••••^•r'���,_� , 'r."tEFARORARY CHI" DAfAI �,._,�,_.,........'�� �.... ..;;:.� 1�v o412 . '�• - DURING CONSTRUCTION OF TRAPS AND BASINS ONLY.
I i t J / , / J/ 1 r / 1 c' , 1 :, \ � ,.. ", �,,.''I .«,•, PRO " .�.. ','' :r <' INN s8o' .'�, THESE MEASURES A E REMOVED A
i € / / //, r- /` I C #! i 4' I r ',� l ; \ `-'�., I .. ,, st OP i / E MAY 8 EMOVi AFTER VEGETATION
{ \. �/ 11 ,� { / 1 ;i i �. \ '\ '/ y\ T /'f• t� I 5 p t- k {' HAS BEEN ESTABLISHED ON THE BASINS AND TRAPS.
i # / ,` / ` _ ,/ r' ,f,''` _^ f / ? d ♦,� I /: f I ` , MAID 0 S \ { �._. - _ /` l7 / 1
, . .
I t �. / - \'�\., ' ,/ ♦ 7 , / }r'' / ' ANENT EEIT.POND M3--sai ,� �.:' _.r --� '
ZB R �. / sal "� �' ,._ .. »,
1 I r�'` ,' / I;' i ..T.... ,, ' i ',r '. t `\` j^,.. - Cf A i,�RIP ,r HAL ,Qlb`2�:5,fflT _ ,_. ._. ! OtJT�?8.0. \
1 ; % is i% ,� f�/.... �i + ! i 1 �._.../ f \ . 00 OF STtA{t REQUI �' f LENG3H74D �.. f r. ''@IP 51LT•EtN `,
i ;V) i / r i _ _ -_..- '♦' ` '\ k \ 1 ' , 4♦ h '1'"" - l SLQ =KJ. r r.. '`,, \
_ �N� `h, \ `' ,=�,,:r " / i TRAP, D t
t/11 ! 1 ,' ,` r'/, ! % / / __.. AC... js2: a M
" f`, if % `� _\ \�, / ,� \ , f _...... '_.,.'. . / BLEVAII ?r3 Q t
1 r r 1 1 /' a7O-C€ f f ! \\ .f \ PARY_CPE067ECi10 \ _ o C1,.� OR SfI.T Fi]iCE ~/'` —, t , - . t
___j1 1 �' ,00n CF PROVIq , • ' `\ _� Y/7�1 �Qt�Ti.EI<, ¢ Novo -Y i
TE
/� , /� /; \,.,. j f f f f i. +� f fI •` �,t ��„�� /''' ~O \ .,�� •• ram..... .._.^•-r. = r"
5 // % � / f, r, \\ r i 1 i ! j ., a T .1 ../' / ,/'\ \,C ' �-., '\♦' .._.�- ,n°'v"r� .\ ``.,, `o,,,.�.__.✓'..- / rr' No v � =�go �- r ..._... "� ; L G E N Q
/ /,r , ! j I , A, (,( �~ , \� \ .� ,_,..,-. _... / ._....: , i/ / /, •- _.... __ \ TPC1R .. M- °TFtap R•
./ / , ,\ `, "'I_- ' j f i j t .,-��r r /' \ /' / ! \ ". �`, `•,~r*;_"`,••,..` S •""y;--�,,., ..-•�++ I r q:llSS RtPR ,,;' �1,, 'i p .!13..8 L�'�'...It' ..
1 % / /,/ ., \\ / / J' I I �_ i \ :)�t :, �%` �' �,/ \ \'. _` `''�.,;� '�_ � ) •�,�'^ f %`,f ,,` ---, r `. 't .6��5n G ash. qu` , EXISTING PROPERTY
. / ; ` " ' r \ ,: \ -- ,t ,l r. 1 1 !13,7Qo OVID �---- — --- --•-----�--'w .
;' � \ t \ ' ri / ,.\ ,J—.,.. `�.. .�^..,-,-.-'•..,.�� / , {. t� V� a MINING PER &
\ C� � ,_,, t `-.�'f //, f /,,.. •.� MIT BOUNDARY
+y,• .% t j ' // \ / \, '\ �,,` •� 1 / \�. 7 •mot ''�\'\ ' / / cam' .,r... i/ ��' \ u..n.. ...u.......
I� f / /,. \ E \\., _ _- •. / / ,, t \ , EXISTING CONT©URS —— ..._....
\ t ♦, '\\ `t ♦ ,� '\ i \ 't r. -/ '' ,K ' r, •i .';- �»,.'�`' k '` — . . — . . w . . _�
d / \ \ ,• ` •♦ '\ \ , j• / \',:.,c.'K' ",; i'•r"t ,�� TI"Mo• OTTC I /r.. -.�A ' „ r` , EXISTING PONDS DR STREAMS
` \ \ \ i , \' .� I ': \ \ ,r'^ /\/ r :�''' i 1.r ti
,J(,{/ i \ ,\ \ ,\ , t t ;�. \; .`'\ \ ...,.., �,\ \ , ,.. _ �:.', -r �,�`�'° ,./ ,r,,. _ a. ylrnoH o \., t h`5'� , '\ \ EXISTING TREE LINE ,.., . . y...,
`� CL R R l PORARY smll� T �114--T8T i ;..,._.; E?t1Sl1NG R
J' \\ _, / I,,= DArr 3.4 A S '" t ."
fS r / t '�' / / ^. `\` ` ` ,.[ ^i•:. NC GRID ooatpop
^r11 / r' / i j v \ ``♦ r\ ` S`••/ ! '. 1 S i :S_t:'.;.. ..i.�,J,i. ' (.
/ / \ \ ) P } j \` / \_ _ i.L.. , f J /`' Qr� OE`RE 1 1 , t•• L.l.l.'"
_ / _. 6Ro� 5.0 .._.�.. ---_ - PROPERTY LINE
r' f , -� 1 t F / /f \ ♦- f 1 i F i' \ .,1}:`.t.S.l. '#�' , 4 r I ;�. / - „ti• %r'"' - V >� 'i d /' .• S \ r xc )-r....��:.. i.s„ �\ —
/ _ ',1 t ', I j �:'. :.�' ''f \, j w.1-4-,is_..., ..,., ,. BUFFER BOUNDARY
J1 ./ i' ! 1 ; I f! ! ,\' f` v' r /'' ' F i I :J `� ..« ;.L•` ,.sFri_r
n % /! ,,,J ! ,j 51 3 i { r .r+I '` , ....."_.•-.. v - ':1'' ! \<.,F�.i.J..r..,..r-
` \ I 3 i ♦ , - �,: '� - .... PO AR r } \' s >. ;,:.:. INDIVIDUAL MINE BOUNDARY (AFFECTED ACREAGE) om .
,r ,.d ,.>',' l , +•......,..-_... , i ; 1 I e �\. r ,\ ! `�'•_ _ ,..._ •'r ,y.- '\ 1 / % \ r / " •-•-. \ ,I +. =..1. .,.:.! \ ( CTED I: V ) AIM
"�`°� - # t I i I r ;, I f t�QRARY-sl:Dt>r�t 4 T8 �'' "\ f r, \ `\,! i ` :] /.'
,' /' /' } t I I i j / / , ♦ f / ,• _'y ESTIMATED WETLANDS BUFFER
l / \ d
• ,� / � !•/+r \ �-�F- i � � t � •" _ 1, ! I'VAID,/�r 4"TN1fii'....�w„ _ �!'' ` i � � /. ..e \ \ -i:1f�' •, s .. I
! l / / / - if
f I ( ; 'N11 I i ,aQo, N , �, �..,:. \' EXISTING POWER EASEMENT
/ i r } r ! , ` f {' �Rn1A .H , 1 / / i D1VER�ry � ITGFI TYPj" '`\
#,"t \ \ r MINING DIS
,' / ,, 1 _.. t,3 r" ! t' ;� j ; 1 ! 1 r�, / ._. •= ,,,...,.. -� 't ! j 5F€�fETRIL�SHt ,�f ,��, �- �� I 1 J ,1 �,.' TURBANCE $OUNDARY
f ..' ,..J r., . ! i ir,j \ .: i ;,ir' �. , , / 1r / v v' t ! ii PROPOSED
i J F tt f r l.,r. / 1 I , �� _ `� \ \ \; tt RlPttliP � 1 , CONTOURS {)QO .
/ c' #� I \ r t I I J 1 1, \''c / , r ! ,'' I, r. _.�., I i r ! ~ti /._..�,
1 \ `\ J 4' f` ! r `. / ,� 1 , .t r ,• tr PROPOSED D1 ---- ... Ni-
Mllfz I , r i L• ,' f , - ,,' f-�:.�;` , J /" _ ,. VERSION DITCH
f } 1 i I i• !I 1 \s 5 1 / p L'flf� rub /''' i s 'G' / //
i l,r w/ ! t 1•l, \ / / 1 I i p 47,/T�WII ! i fJ/
181H H U jRjlvP, �� I � `\ T rr t ! �' � jj I t♦, j , (( ► , r ; ';l;" PROPOSI=D DITCH �-••.-
'T N. , , \ �, !` I { r !' �.. •'` / (' t r ! r •,/ ! v 1 '"�j '', 1 ,r. ` •I, / ..�
� .. i / r ' 1 `" 1 ••.�' \ ..P„iZIN �•IL•w�Y 'N •4 �. 1 ,. �• '\ J
11iV 23 .�? % i /' , % ! _ i r/ / / i 1 r t •, r - /,'/" rift '/:<>'
y„ J I ! ! ,�- l ! , ,/ / RE OiA 4 5 ) �''`+ \ i i \... `` ! _ PROPOSED ROAD
IHV T= I \ 1 # % i \ / I t ! I _ { �� r /` , /r / _, _. ���r�/���r`�J// :// / '
\.. f i ti t I 1 ! r = k CIASS""B R \. '. . t g _ P AIMIQiT SE71t#ifF.#'I F B SI Sit j
LEND I -1 J ! i J f ( .,_ EM�rtc�r?�!y 1 a :O"',- \aA .1I �a i s 1 I \ , ;' POTEN11A � f5 ,
\. - j f ( t f I -�_ i L WETLANDS AREA �j'r" y. , C ,jr,'
t� I \ ! ,\ C 1 i : ( 1 J `l �\ ! % i f . 1 ��yy,, \ i , / , \`C: 7// lf/\G� /�
SLOP 8. \ I ) \ ! i , 1 { ,' .. : t3 # p r' "`�", . . t 1Q C'� 1 aX GT fLQFEET ?.TXO TQRA � 1 1 I '; r ,
\ r% \ !. \ t [ t ( t \ 'rs,. , # f ( r { + �. f r' - L y� r /� 1 /... 4 l`` tS } , Z r r1•. "
t p . \ , . \ / i r I , , y r I r r ,�__ / { l TS;Q CF PR Vt� a 226. f' s .I.A.N.i.r.. 1.i.A...
r '''' ,✓ I J I / 1' J "I:.i 1..1..l.i.:
1 t I I / \{.... i I S t / } I,+S I ! f o /� J I \ , \ t' / , l �;1.':.t('.z Cl...l..:..,. i S_I.:
( , '\ i , i ( , ( / __._ \ \ r ., / TOPSOIL STOCKPILE �.:.i. .{.:.
I f d 1 \. \ 3 { 1 ! , 1 / I ` / / /+ i f i ( i / ri 1.r t.l.:.
/ ! j `� # ._., _,.,. \ / �r/ !/ i r �-'j , I , .`\ ?, t jj I I ! ,:-.,...., _._ 4 / 4 `� ` I r J , j , il.i.A.'.t.'i.i.:.t.!..i•..+,.i.
} ! r \ %r1 \ \ f r I 1 i f s `yr'' f t , .� J J l k \ 1 J f ! \ // /.'" I i•' "\ I
/ I /' T ? t 'l ! / ;., 1 E � / r I !r /?.�*. B 1RIi RA1� \ t \ �'\ ; ( 1 r fI. % i''
I /J /' i /' /,� , ♦ ,, ` �\ i \, %` i r �: f!I 1 , `/ \ ,,- t 1 V A, I � � / \ \\ .' I I 1 , 1 l �If . r.' ;/ y,, � ,
f I , +' ♦ , 1 / J' r 1 / j i ` ..! r. , i 1 l r+ / 1 ..
f r V' ,�',,...., �\ `'\ i f t ` y } , t rV \ , \ 1 i rl ER S:11
�•1, i ! ! 1/ d ' /" . \ ', '1 ,\ ,\\M1 .J J f 'f i,`• , i T' 11n�N.T m4-Sa(, ` ` r-Y ( i I /­-
f r _ _ - - -
,.,•. t / I t .1' f ..r t/'��."'r..,� + \ '. ' ', ` I !' i I j •, 1 f J ` Y!� �Y:47 Yi{F7\n�\ \ /` .... `\., I 1 � t i t t /r ' -` \l
' �114
r "
,� `L r , _,1"";',:T',�'. -,".,.� '`, \,... \ � � ` j ! j ;' r, �. r � �4 ��+<� .7�tDR�i� R IR� ! � �•` ,` ,' ; � 1 � ; i t , ,.\ f! \.. , r' �. OUTLET DER
1 r
OTECTION
f t i , ,O RRQT C IOH\ \ �"` �.,.�..____ ;` �..'.-'._. PROPOSED HAUL ROAD 70 EXTEND TO FINAL
' � , N \ ' `\•. / f , �f` ' `` 3 , CF PROVID�a 2� o S / '_ \ s \' i ` I / '
t •° '`\` .. ,,, t 1 % ��\�\' ,\ r, / i'' ! \ \�K / `,/ J �. \ .� ' I I \''' �,/'\ \ 't 1 i i \ F i r' j• /.. _
\ > \ 1 \t \ \ ,, / , r , �,/ t` ' j, ZPRI aiVht SPt WAY E1,.-2t$o 1 ' ; \ o\ t t t t \ ,' I „_ WATER SURFACE ELEVATION.
. i :1 \ `!, ,,` ! t `} ��.• .\ \` / ! f�I t I P ,\, , t 5W QM z cHEst t ! / `i \� j t I . '', -� I 2. TEMPORARY SILT FENCE AND CHECK DAMS
� \ � \ � 1 ; }1 \ _.. CONSTRUCTION\ t BARREL DI 1 CHES � I � � I � \ Z } } l � .,, -r } , . ..r
\\ /' ' 5 _...._,, t t\ \ \ / �f./�` `!f`r ..� h\ \ ,� � WR EI: zQ.Q i ,r' ,�_ \ # \ ,✓r a I. ..., TO BE CONSTRUCTED PRIOR TO ONSTR
1 ;t, �• i PRrNCIP SPILLwA \ O.b ~ r :<,�-l`,E',C r[t Ir, a\ Gl tc Y�PI wAY1 c#rEt • n / I \ "_ / ,\a OF SEDIMENT TRAPS AND BASINS AND TO BE .
I ( IBM . a to x4.Jh + ..... .// ,; [ �-, - . _ Y < ,! i } J 1 { \ \�� / ti ; 1 i 1 •1 /J i I i - ,,,, MAINTAINED UNTII. TRAPS A S11
I t I ' > �' _.. , l f f / r , _ �" AND BASIN ARE
` I 'E11�R SPILL aY, \ .Q r ,l, `��J1,l,�i ••f!' ( \ , :, /,, j r / f f' i i j 1 J,. ti � ) _ ( i t i� // r t !
t� , / ) 1 n `l /�.4 �r ! i, 1 ! / � ! I \...� r / 1 .4 , �7 11 i COMPLETED,
. I " 5PILAr AY , >\ \2 1% ;( .'g�/ 'yr , s \ , J i`f J / i �Cl a $.RIPRtAp' i i ^~�" t '\._....r �, 1 I / .%'r `~ ..�"...r -' ,
� i,t, jrC / / - ; 7
I i' / J ( t 8 WKW ,�' ,/ . , `r,`(-7�.r`!,r \` y' .,. \ 1 ! ) / , / / ,.' f rr"' ,.. ,-,..� -,,/ ,,'' .., I '�• . —�, S` # ..�,`___' ,3. ALL 9ASINS
'- 1 / # c, •{;;1' ` 1. <�. r -� !r 1 i' f: \ .� -, ..l♦R -:/ AND CRAPS TO @F SF� ED fMM ��ALY
I
i �' 7
1 AN SE�IMUff •ON. . � :�, \ :. :, f I 1 'r 1 ! / r/�/ / /' / ;' 1 GH.-Cl la' ' I I , � FOLLOWING CONS; UCTI -
f Nat 1 y.� ORES 1 \ \ / ; i ! 1 •I / r' r , [[ 1 AA y J�/� / '.1
f / FI ,D ♦ J I \ `' t J \ `IOW Ill•- 1 'Fr INACTIVE'"A
1 %. �� J ! / { r r h # REAS' Tp BE' `5TASILIZED
2'�S 'ST4Tr Rl: IRO \ \ \ \ i ( ! f i j f l / � / 1 V A1'�F- ,��f' ,_. — :. . r. , �,.. WITHIN
i P wD o eo \ i r .1 i KING. DAYS. -OF EXPOS .
es, A ,, \ ! ,; f , ; 1 ! r I J �..,,...�.._. ,` \ f / > �TM=�so d / i EXPOSURE.
'� I I \ \`,'\ i `''•'� A \ \.� I, 1 r 1! t ! t ) j i I ! / i i /' x/ r ! i .
- \ i I I,f i rI = i Fr i f / t f f� ! ---Sk.;F`� { ,. / 'r . ' .
' '1 •� t\.,`\ , \ '\ ` # / 1 y!\ \' 1 = r !' +i. { ; 1 i• / , J f \ BOI.N©, I / 1 +
'/ ;1 \ -'\ �� \\ A RAT' \ \ / �t .'`\` ,/ .i i J [ 1' f 1 ii, ! +F { I I f I [ !� j - .......J / :il' . +'/ - ,,r '` !' �11 `/'' ` ,f #V fr/ !, i, 1
/ i '\ ,♦ \ , i ••t% / J', f _ )1''i i` ( i ! E € # j t r �1 .. _.... / f r v' j '-\ r ! - r 1 ' I.
.' \\ \ ` \` `\ ,\ i t ,' f '.! , ! �ttY,f i =� ! i { ` /,- �' , �'' ./,,.. .r''' 1 r _ fv' f! - 'ti J It I r r _
/' DIvH12��i ON`DlTcH�TYP>\ \ N , I ` t / /'!l Ir .. " I ' � / t I I i ! m / t . ` ': / / f ( 1
/, , DET/�IL ON%SHEEP11 , '\ a ;/ f f / r' r f ! !/ r r j /r f I t! i ,a v !i / \ t! r' // � ,\ . . % -rr�\\ `' � I I i I
/ //, } 1 , '`� \ 1 1 y \ I /f= , ./ /?�i .1 ! p �+ 1 I ! ( / � ! t �?� 1 � i' + I: � � J \'\ i ' ( i (1 iI
' i% t s i t 1 ' t ) . t , ,\t-tl5 —ES f I A t+} .7�i II I / r ,,_. ._...___: „ �/ i J.,.w"• \ S` / ' i \ 1 I . ......-% j ` } J t
A,-' //. } 1`` S t / i `; _ \ \ '`<r \ ; AN S; I3i i I + / / 1�r ; ` • , # l r -r��•/. t �� ~..ti 'j s •'tl ,
y 1 ' 1 t I \ ♦, .� 4 4 l ,� t i �I # ,I 1 , 1 4: %' 'i.
' , ! j r i i / r �" \ TY S 1 7 I ' ` f J !' r `V fI J i + # j r j .
' f /' r i 1 •'` �• r �` t \ t ` 4 3 \ _ , !7 /' e,_.. t,..f ' l ,I ,1 i� 1-. r t .r �`11i \` \, ' 'r1 �`l
...�r / '' _ %/ j 4 j ,...�\ t `-�' ,', t I k i // � . € '} f 0) , T''J 1J' d `"•' -\^ .. t � i -
ii ` ,r, / ?' j I I ! \ y ,, f :/ % \ 1 1 t E r / / "' S t j i �!' !I C 7 = 1I'
f _ / l%, # / ' ! •,,. i , ! 1�: !♦, 7 1 i 1 S 1 �:.. / •....i.. ..,.... ::� f t,,\,.,.' , i t i
% ,� I .ram ;.;.;,, f =� , , r � aRAar' otrl R_"" I I '""'�" I I t'—; .--r— . rJ NURT
_ 'ti^'•.•-..,,, 'r''� .I♦ �.. ..rr� ,�� ..r.� 3.....•+. 1�' r ,/ / _ _ ',r' ' r _f i 1°',. ♦ ..�. ; t I!
,,... •..............r r f,' .•.,+r I f j ; ,\ t S, e, -�\ / r\` -_­�.'. , T ' 1 r ! ; 87a STORA sE RE 1 ti ' I � ` �i �F `ti.-,'' t 1 ; ; -/I r r s ~jilt � 4 ` - •t �r
,-. ^`` / \ f , I i i `'-`` ^ .t ;j ,! t / r, j r , it ! .1',57Q CF 1AD® O ELEV 242'` r / r ; 1 1 t f \s, t ; �'i
t
'` r ,,,`'- r \�♦` 'r i 1 ( \ � \, PO�RARr _." 4m j , '\ ~'`L ' '.\''f/%, .. .r 1 j' r r ! /% t J(, ' l /,'/ >� / /1 f _" r- T' !. t ." ;i l �\ Z I 't
""I',-, _..._..,. -1............. / / // I
\ �— r' _ ! ( 1 1 i ` /f , ,'.,� r'..? ,! ` % / Il f 1 ! 1 : : /' 1%r i ! / jf/ \ _..--.' /' ;r i ! ' rj =t}'1\ ♦, \ I i � 't ' I'
` - ' _..._ -- i r k i ! s �. 1 ,..•• j:' r i i f i i ! ! i r C6 , / f I _ -,,,,,•.,,, T % r J. , \ / ,
\ "♦ `�", "A '� '\- f i \., f r i ,,, ..! �\ \ ,` ,' `'' rr',l' 1 f ! f �? / i ! fl f { / j' ' / '�' J/ r f' iJ i' t t• r!, j i i''\ I \9:
•\ ,1 *, ." i\ / \ \ \ 'L i -•1 \ !` F ' ,/ f' f 1 / / � / �' /-''^'^-- r'.^•„ / ; f f;fr '\ I i _ .
\ \ \'', ._.,, �-.. , ,"r I/ j\ \`._ I \ ' \ 1 I r '' ) J rf f /% ' �7 J i ! I ,/ / r // r 1 f t' r' // / /_ __. ,l ! 1~y,. fi -..`,\ \ ` 3 1
} `` \ �` „ '�: \\ I \ 1 r 1 , li 1 / l %% ed i j i i f 7 r r/ j / i' / / ' !v �' /' / / \...r ! jt .1 \'.
'. �( ..�' 1, , : t
3
` r}
r i
`/
r 1 `.
ti '.
Y
f C7'
t \
t. : t
v r (( , f
t \\ _ \\ -w ,1 , t 1 j1R.1 1 + i f \ j + G3 i i ! ! l t1 f I / / " l i 'd:' \'' \ r
,e-\.: ...^ l�� ! j ; t 1: J / r:.,� r j / 1 s• i \ ! t t 9 s i' s / ! ! i 1, r J_.�` -\ .' / tl '\'1 \. \, \ !. .: •I/�!� t� �t
_•..,✓ \,?, "�,�.�� „ 1 .\ t' ''t 0 k ,i/ :); 1 I I / J 1 : j "• i r r I fy \ r• 1•' %V r• ! +r •l \- ,/r /� - !- -.� i iVV �V t/
\. '`�' f.'z t r 1 1 1 I r ; , , r i r j -\ 1 � Pgo E&. LIME (TYP)..._. \. / r i f!. :�� \ 7 00 204 30fl
♦' % I \♦ , i fS \ /' i j I ' t r J ? ! fv7 i t \...�..,.,_.... / r " \� i , I' \` ,. \r"t ! j' !
,"\ r, _,:_..._-.,.,..,., .._ ..._._...._ 1 \ ) t r . i '! , t � s i t 1 ; ' \ . \ f, ,
I , , i ,:
I J I \ -.. . .
i 1! fix, £
�' ` \ t \ I 'i y I I / t ! ' 1 5 / 7 f ,l/ 1 1 r S 1 / 1 r I f `, \ `.,..._1....__... '
\ / i I , j f t t 1 11
/ f 1 .\1
\ \ \ \\. / ! I i ',, j , t f . k • r �4t; r i 1• k l '= s / / _ ` \. , _ - -
\ \ \ +�`._�,,,,.,, # f = ♦ r ''\. 3 f I i ( t 1 { t ( j t j fI ` i 4 l �_"' '/ /' 1 \ t r ,\ t \ 4 •\ >' (� q n
,\1 l •\ \ �„ _...^. J i '( ' r -� , t t i [ i r I 1 1 } '` l - * � ' i \ S. \ �,. __ ~,'. SCALE: I = f I
\ , \\` \ \\ \ "� - J d ? 1 \ ' ' i 1 ` ! 1 I I i \ 1 1 \ / '• �` \ 4 `�% \ Z i i \ •, I\ '^ k fl 1
`\ , " " {__ i r' r S i \ t t { I ! I f j i E ♦ I l 1 Z `,, i
\"�., '•� % '1 \ `, \\ i _'. _ 'w''' ( J' f t I `( 1` '� �\ }i 1 F F i f 1 I I J �,\ '� t 'l \ % \ t y�f i J^...>ti, '` 1 \' '\�"' r i/•.,.,"" /."
.. '1t %+ \ , i �., ; ! t .f' F , `\. �\ "'"\w I I 1 i f t f ! 4 t \ ,� •� i 1. I ''` l ,\ \. '\ ,, i'
' , _,M1,,, •„�� � ' �..,,, ,.,,.,,,..... '/,�^� ^�F,••,r'•„�",\/,",/'"".�,Y"',f'"�,,,r"' i i `o", t 1 1 i I ) .•ry \ } ,� , •S}' `, .. - - '•'�"'y"•t"'"'�lv^.^J^"' � "\'� "'1„-v„ "�-ry'""� ,1 7 ! -' t ,1 . :. r r (/� t\ j �'S"y ., , '1�^�'"`\"...• r/ r,,,n yw— ..... :r^-,tN'*9''\`�' ` '\ ., rs';,-, `�, `. - _
a %
w.w, r.r rrrM..�ir �� .r. w.._.r+,w� "�l _�1—y�wr "'�r�.w•'� ..1`t"�...�.++� �w .w..M..r.^� l; � \ -` 1 `i t t i f I I J i ( i j s } \^._.....�� ' �,"' '^a'+' r•+, V ,� y. \ ..r. �'
j ti �_ \\ \ L ,j ,/ / '� 'k 't I T1e .f r r � � '1 `` j 4 \ t� � `` I "", \ ^�- "'"r- ^..r%
..
I I
t % i ]5. {y rt [4
. -
- 11. 11 ,
— -
,,, c
'} if S` 1 '>,} i �,• �` // /'1.!' .7 !' I 1 s I I I //(//. 1 �I r t ��1/''' ! 4 13 I S y. .. .: - -�.__"'L.- " 1�\' `�t1 \'. .' I L ,`,\ ,, . - �.� . . _ -
'A
...I
. .
. . .--- --l'o..
. .
I I pi I
T� .. NOHf11 ..... .....
. .
.. .
.. .
. .�' " -
. 7 '.
'.:
. 11 I
. C '
T: L
0
.. - r!,
. - '.
. .
. .'.'�'� - .. . a .- '
. m I I
- — I
_7 .
_ . � . L":, - - - '.
Trap Brk, 0 4 _���! . . I __ . L . . . . .
',' ' . fl tE� s�s�oo SCAtE ShF�T NO. f
r,� M r z H4RlZ I
. . z ERGI IN ENROL :?LAN ;, ANT
' Merry Oa ks Mine 1 I 14-wi I
T.m ENGINEERS• PLANNERS*SURVEYORS
e •�r _. WiLMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA RHEET 2 CIF 2 v�nc�llr 4 . '
1 REVISED PER LAND QUALM COMMENTS o�r ►Q�, fI1..E �
�IyTTp, '��ayA�I A• ;�*'' +D T•W SMITHFIELD, NORTI� CAROLINA Ren"al
wx
I ,
OF: i
.
.. ­ .___ -.-_
-- —-
---
- ..
{ -- ' -.. I

-`;
�z # r - -
z . 1 I � .
a o_.r ¢ I
♦ '..
S \ \
add'' o� ! ! f1
QZQo © LJLJowl ! ! .�
/_mow.%� v`A+ z `i P^Q ' I • ' \'; �ti� '_i.
OLi
mp f~,3• FELL ✓✓✓� �� rZZjoo 0 ! 1 1 1 \ 3 a
¢� Jam©
G)��j ¢ad . <� �� �0 4Qm ti >>_
¢�.v�c� z ¢ agtl�
� �Gov (n " r �© � tu © a c�C� c ¢
ZLcl4 zZ � QZVq a U
�4L0a.F �UdO � w O0
`qzc.q 1 #
' �� tO
� ��t
>wj
1, 11 ,\ .3 ,. \!.�, _._.....,. ° t,.t ti�i t = �] fn_ C]� /C��3 p w 0 a Q li.
\ I fl ir,7 1 q ti +'i1., ��y+�$'�",`y` l./� i F z (]� Z x rar.•/,,,�� /ems o �+r
`,> \\ ''\; •``� \ ``\ '�ti i`4ik`, tT �� 'Y1"• 4,1-IiC1 `'n.,,J/ J` !/ .11 I ;,•;• •\ ! I.L» Q„ i.R,. .i, V O Q
` \ \v rr.r I \ ` /
J •_
r tJ{}
%
f/
% \
_..w `
\\, . , , \ - �IY it I \\\ '/'/ y
\ /
\
11
\ \ __ --.t. _ t. I _
\\ \
\
\-I-
ujne t _,
r
,- r..• �\
\ t . ,\ /y
-s - ti
%
,
i \ _� \ \ \
,
11
11
• L1,
�rwy
. ,
\ -,, - j
ll '•,a `� ' � \1 \ "�..,,� fir•-...,. /f 1 \ l \' ,._,..._,�."I` '�- \ F -i w i} �' _ •� t '� \`r ) \ `( '%i
a /
_ ff
€ i ;f
\ `• , i ; 4 ,.- _ _ ..I.....; ,__ I i t < 1 i Qi; -t it
% ,
11
\ t` i F
. ,
l i is
.
t
.mot' '•-
,
,
•.,.....,.r i i - i ti i,, \ 'i- +V ` `"``�,,,,.,. I.. ..�,- _- ..1.,\ _ ^""-r--�-,i-. - , iI• ,y
r'
. .I_
'.
, ,.` '�, ♦Q' , ,_ i / fit\ .v..__. L. `a \ i...:... _.! --r `�,/• s ram'!''' `.
\ \
.i� F
1
�' Z!i 1 , a , J.. t� C.
\ : iG
\ . r
, 4
`. „ `w..,,•4.` \ \ \ \ t .r „_—,,.r -\ , , ,, ', - ..f.:\1\ �.. ..J r .::J .,1..: .... IJ r1 ( _/
i
! /
i i...._... : :� -
\ \
, 1-l'. \ _
,
(' '}. -
1
1. __ _'­­..­­
\ � ,
, Y'",��.��
r
1,.,
.,
-.. r Z ,
:,_{. a..
_..". "
L,�,_ "'
".-­­­
i ,
d0 r \ . t( Y \ -\ .�- I '\..f \J.M J...: .._..1 ~..1 - -&' i,._:r1`�. M, ^ T"'r
f,­......I
`-,
:�
\ ;
''Y
It .4 ;\\\ , '':, :�. '-4 ( r' i , )� \�--•-r- 3',"'_- ,..1.....` ti V
i1
-
t r
T:"
,
..t \
. +�� h 1`
.Y« w
r•
..� , ,, ., `..
-'
.. ,\, '11111--.1- "'
M.\i�. fr r/.` a , . \\,\ ,\ \,,.- 5',.,l7'� `� \ h� t \ \\\\\\` \` '\ \,` .a \�t1 ! f s11
f' `I! `'\' , `\ \ \ „t•, r 4, `\Y \ \ \ \t 4 \ ;\. % A-f
//. /r I' \ `` ,%I \ \' \', i• '\ \ t� \��.\ 1 !1' �..J�� � �� \, ..-„• /1I !j'1 f
\ 11
` / \ �--.Cy \ \ \ '\ I
%
_�' �y
\\ ,r'/ ,r 4 / \ _ \ \\ ~. L,R�. - i".-.^ f - i ' S i i iJ(dW .i;,.\�` '•'e l / ' '\ `iI VA ,\ `` x \\ ..
y� / /\r✓i i '\ 'v r' \Jw`\ _ _..n.^.... %J i i i f ?` "i i l X i \ \` \ \\
r76,`',. i j• ,�W `'1...w�"t:.e•./••' ~\1 `w, ,.,,/,^,.,^,;yam_ 'yv"'- /''✓' t \ i \ ,\ tit I 'i�\>\, 1 \`., \ ; \ ti 7" LY .\�S t i,
• .i,/////"�""',\•�, .. .,r:...r�rf•- „, _ tr -"�� ,Lily,y�'`r� jw_ F 'a+., v._ r' .,,f,=.1`.'f: h .]`. , S i ` i r,_%^ \\�\ '\u` -- fr,r _�J \ ', t
,-� �/ ;.'•\ j ,\` ,\ `YY, `~• Lilf.\ ♦` _/..,r /" r•-- \ �- t; r r \ ,h 1 {i ` ,,,,,..�.,,•,,,�,.,...<• \. `�_ `"!'- ` 1 i ,j } 1 \ CL
I,
= i ! i
..r',, �\ '\\ ,,Y .\• `�`,.' �i"^w\ 1 /1j :!' 1 I }if _ t i i .; ` t ~'• /r /- ...\ .// r' ',i i //��
`'' \ .•t''*'. ` \, wt\ t\ ..,.,+r \ f, t ! i `i '�, tip•\ 'I % ` ...-•!` , r`_ ,S\
'� \, ^,.-._..-..-, . `\ /-; ,� ;, j :� ��`+\ `t i r('Ti'� � ti `` t f
••\ ` ,...��., . \ _ f ~ _�,�/ /!.• ` •i r: ,\.
iY-'-'' \ -.ram '�� \;..- -'.\ � .r;' f r / r \
11
r � \ \\.. '�, \ ,\\ ,(4,' ,i„� �` %/' .'f.,.�j, \\ i 0.��``,.,. ,` ( �`" i\ f \ r; C \� - ��i� 1+!✓ > i! \\ �/ •�41i1k
_11
nftmw
`w 'k� , \Y4 ,_._,.., -..f E 6\ .\ ,.� F\ f �Z-.,, i-' l r•. ,`,f :fit+\ \c•. � i `�•• \ \.`, < \ .\\ `\`` `i� ` +�', it t• ' './ �r .. ��", �\
co
.�� '.�. ter- - ,• \ �'� ; .-,5\.. 0 z
•• i 7i1i \\, `- ,\ ��' \ ��._ ,%` f f `•�
11
• 11
_ ``\1. l•y,,.,,,, ;\ '•t... �: r,-,.. ~` 'k ^.«.j �'' ! �t ,,��`\.\\ \` :;,.__`'_ `*'_!~ \ [ ' _:fi '1'.\.. •i S r \ I / ! 1 1` co
` i " -Y._Jf, _ n t J `\ �•` 1.
..y \.. r' /' ...\�"r\''),�..., \\ \ \ \i./ •e `\�!.. 'i '\+ , r \11
iM�
'TA
'.f,f\, � t I
% \:s')•\ \s..?. JY".r"J \ �T/'\ ..�...._..._, ••ter ; j E,\ _ '�•• .r! . ,{\; i' 1,•l•^,' _ \ 'll- ', ; t '•�� ,l/4w
,! \ '�•+..i +, i!1� \\_ - �" !. /r/' - i 'I x ••r '"\ L g �� t ,-/j•l-k S .^t t{{ , 1 ,\ `' i 1 i � zt Co art
I --,�
a)
(D
\ / .n `\' &..
`•�_•_-'...-....,,,_.,.»_-._ \`, `•-_,... .^..,..-,_//`/• ,'* \ yy_.-_ ' , ...�.f/ 't + �I�i '\` 'E ,•1 ,\\.if ' ; ///,� .1 i /: 0/
_
..-
.-"---,, I—- -4;60
, I - I
, \
. I /
/ 9
�.+. . . X, ­­­-­ ---1%'."��_
K _�
\ ;
I �
,\ I
-"N
1 .
I I "
0
-, /
/ I
-j
\ 1\ -I L
, - _..- "-,\
I -
. I -�-
otv;
L %,
I *
� /
/ !
\\ .�. ,�:�,
1\
. , ,
� ,,,.,
! ,
>%cc
�kl;
__ ,
I-L
�, `f' '\ ,.. Y•,\ \\\ ...... J \ <, \` `./•J \ � ,.i. t`ti » ,'# ! ,a ' i : r ,r II VI :? , , i/ . • r ; Ir J ar
,-..-.
I I
.1.
- ,
:."L- ,-"
,-,-- ­­ ­_­ ....... ­
JfL :
11 .
: e
1 . I ,
� I .
I..", '%
I I
I",/ 't
t r
[ :!
I /
x C) L.
I I
-+—.---, -
� \. \I-
1, --...---,
,l ---
1, 11
I ,
I "
,,X
L.
- -
, -
4
11 I I
: '
11
I "
, .�l
­­__1 -'­_,___­­­,_,­
\1 -
!, . ,_
- ,-
­�`,L �
..
\-.
( � i
`yam, t-. /\ - ' �.�- - ,. ,.;.:..;::�' "-.,\ `_.- - ,4r �` 1 _ fy M1. ry'.`i -,Y^, . I ;' % {_,% I .� a '�•, r /�R
,`\ ,`` '" .\ \y-` _ .,,,,� \•'il ,,,_` .f-`:''. `1 i r r - i i t z t `\ mow/ t1Ar1
l`\ �. .l\ ..\'" \ ✓ r ........,...-_. (1)
_. _ ', ~yam' \ �>�" .� �\ ., ';I j ! � i { 1 \, 4i
: ; . , , co Z
,.,y✓ ` `•., \'�\, •} ' a'r}�6.,+ ii.✓ �� "� •,* ```,, it \•� ,i- c f (•f ` .' S ,."._,,,......._,..-.._, -.
�'.�`\ ''`` '` .j r��. _ e:' - 1 -3' v- Y--"t'`� �-,` �\.• _ r- i 1 111. 1E t S rs11 "-„
A li
, Y. �•• `'✓ l{\. r" 1= _ ..J' 1� e. T: ,ti, �`+•,W«�'. ♦♦ i• L''.\/ , f \ "/„......... _
�, i •1 / `•�:-• -y ..,i� V~.r r../C: -�.'� . ♦y 1 i-,, `ice / '\ ``I
1 1 I 1\ s \ / r "/ S ,bS �. _ - ,- \t _ f f 3 i r j) / , i i-'; t _'.. % -.. —_-
,l •:
/ t
1 1 C
f % / / / . /' "^ ,.,.,y /\t - - / \ '/ °`i.\ `_ ,, , Q __.I \�� i,_(^-,_. ._\.,�\ `��, i t
, ��,� '' f ._
- { 3` i t i �' j^"f ,. _ : , ",\ ,`F/'( /, 't '\ / `` \ ,' '\\ ..._.✓ I 't 1 ft �, i 1 \ `""�� - ,r.; —, .=
, ,A! . ,- ,--i
, ___
-,
/ / X,--- �_ _-, ,_,I, "':, .,, - - ­ , �ti
,Nll�,
. - I .
I . ! r\
" -W . � � i I, , -__,____._ /
. I
1 \, ,
Ili . 1/ / "/,,- .", ,� `--, -,,---, �•I I ,.,, ___ � �/ [7,
\'L�' t I rrkr'r•.••r� \ f ; _` _ ',. +�, - 'r.",..` `'�. /\ _ `w\ ;` ,I '� I. i 11 " . , � , � \ �%7 �\ '` - ``!`\.._ -w....... _n.,- .
\ , �«�. %
t i \
f ­11.­11, � _' ,
f, . ,
/ 1. r` _,....,
�" � L_, ,
' : y {f Z j /•• / ^-,.� '` _ .. _•_ \\'', S• '� .... ��p,,sl/r�Jl s."..
;� •:L \ ty* \\ f,�.\```�ti\ �.�
.. :
_ -
,-/' Z/
# it•1 J Iq 1 4 i ` / i l - .^,w. `�`"`""" ^ .,... `f �,`l �\ `\ ; 1 f ,.,�. _ _ \ �\ .t\ 1 ��'• \r `�•� I
(t I r J {' f /~ i .w.., \,.. -- _,_^ �\, Yy p Jf !r / / \ \ \ \ \ ;J
j try' i `�, f r f /' / i' /• `•\ `.,^ `\ ♦ l i' i rat / /`< `r�// �!, \ '\ .` '•\ ._ LlFS
t / 1 I[ I i ��+r J / / +'• '_ / !�' 1t 1 t 1 �� .J�' -'i\`\ \ ,.Y •,f/ 4\�`..�._ _ Y_ `\ ♦ - �} _ t�
f� ?tfY'ti�f -i� r �}' '.i : r r { �' f ,\ ; i f S. Y ; ``> . /_7- �, 1_ 1 \ ✓f \ ,,. \ /, <\ _— - \``` `' �",,,4 •,,,,.. -•G S �.+ Q '<
.\ F• Y/., f ] i /, --- r,,�,yam`-.,� i --``+.` r \ r` '/ f„.. ` `c / i` \ •/ - � �
�r lz r ,,,/ `j• ( jj J /..,.. l ' •i t i i •,' \ -`a. / `y/ \ \ _ f, 1 `.` ''`-".w„ ._..�_ Ci' C'3
. / ' 'I I
11,
-�J�,..�,' ` 'rJ /a' i i' ' •,.G$y 1, /` /' i,� 1 = j r` ; ,`1 / f\ \ !. , / `/ - `,`,, `.' r,., ` _ •`\ \` f ( • t CJ
%
/` 4'r' ,Zr
f' - ., //,f /° ,,rr jf i i / t ( /F ! i ) r%'"r'` f' ff `r / ` \r.-./ 1 / \ -'`r...,._�•/ r }„ 1
4ir(! �� / / + ' , - ,✓✓"" !• j x r /' f r .-.i r r / /, /.. \i l` ,.' �- f ` \ •. �_", " ,`` /r S t \ 1
..,C'i l,s'iV/ AI *1 �r / � _I �!• 1 s / � / !/ � ✓''f 'f��` f �_,"/\�a` --• _ �. «__ `�y' / \ !./ /'` �'\ /`� // trq,� �-± ��� _JL � ', `\\ � r
/i J/ � � ,. 1 ` f f /r, ! / t, \ iYr /"\ a / `Y ` �._/. E , � s \ `\ - ��
11
f"' f !/,.''y+,i d i.• �r,.ram: /// _ /r ✓ i/ ! ,1 r` %ir � J' \.• J �.......^","" ``'1 .,� / f•/'' ,` .i/ /•\ _ \•'-:tiL/--•/'....`' \. i'' «, may•'~• • -J 1 J
iz
/ � `'` I f ,., rf^ / / /� / '-/ fr y? f, j r;j / " `�' Y ``,. ~.,.,,/ -•G �f _ �>\ ^... ,•'\-�R► `^+,,.. I8j �Lx_ _�
f v d,n,�r c y J. ! / .• y ? -i-L�, _ ff / y �w_ U
3-^•.�.'�.+t,2ti" 1 f/ tI // '`� •/ /// i. � ,I r i` �• 1 i,J{F /'�./• .qi ,r` ,` -�_..'j:_J:`_i• .,.:..3._. •�� '•`1"P..+ \\ "` '•w,� ''Y f��``J '`- \ � m
/ / /' / / Y / • ,r 1 .r' �,A/;r' •+i...J-iI...3w`:^•- "c�.....„-•- �` `•+.\ r' \ r r, �y
,f" / i r ,1 ._..I. _, „����I��^ ` :- S �'` tit
1-11
^�' r f r /' r s�..l»ram.
� r/ 3 ✓ ` / -} / .r• `�✓r' ✓� _i.1_i.J�1+ _i J rV '\ L. /\ \ \!/ ` \ V 1' /�/. _l„ ^•\ _.fir _ + / / 1- ! , inCi \,f Lr '
X 4 /„ _.- fI,,' -r. f r! % .r"�-� �.I�t,,,,.- •Ty..^y-:%-1 `� /• - -' .�.,.'-.W.. ,.t,..:^` ....i...:..: I ,��',
♦ \ -,,k,,, C \' ! '`\ j1 /`.i, ,s
,t y % �' /f/'�" +�, !!. //' / /• ! ri//r/. f ✓,• w✓i' ,..._'-. `�-_, _ `r� l ",..i :�! j";`Y.i.. \\\ t _ / ,,`i� `':r / l /• ,/ _
--7r^ ..- % ` + (,-Z"- ` ,f r" / .� / ' ,r' r !r '� - 4., f \ \ l !_ / ` ✓ /\ •- JS r:r \ i_
' �.\, . - �-• •'..."'.+�"r'^"! f'` `\'\ / !11 J11 ..� -• ''r J.' f /,.,
� !i , f"' __ 'Y� I \ `\% r � � f Y i\,'✓"/ \ /. `�. '~ f ..\ AM z
� J
_ r f r' ! ✓e'- �.Jt-r• '� ✓✓ L. J _r,� !. X/� r• 'i t ` l /, • \ ,1 ` J `')ti -4 1
\ _._.../J _ _�` s 1 F { F,...:✓ �/ / r /- f r r...._f r r r \ /;.`, .j , /C/� f w
<. i f' l if{ (' . t . ``rll 11 r"'-T/�'1 --f%✓%'/ f/f.."07' „ ^'� `f l ,/ ///' /' ,f r '. { r `* •\ .!/\J'' J �; ,
{ A i �• //,,+ ^.//' 1 f� - -ram, r r / µ \ ^` `/
r' r / i} ��- `- rr "r J, r f`' r('C�YI//Jr,^. ,,y /,r'//•r/ ''. �,....._,,,\* `.\ f, f �'r f�•i /.+'' /f r/ •/" ✓"� _ -, _ !``-::y, •.` �• f,
Ili
�n \ \ J
\ .\ -` `ate„'" :r'` \: - /' f i J I'' 1 /,,r { I _ �,. ' ��. 1
t . ,1_1 ` ;t \ ; `i . 1 ,I -�.' Jr /. . `J r ! i / r,r ./r/. . 1.� ^r• z....
`I I ; ,,;I/`,d+/'/Elf �• /f/ 'l ' 1, 'l,! / f•11 / i/ _ -
� I. \' \ , .
. \ ', �U t -r / /1 / ._./ F ^.. - : f /.. r/ / r�. f 11 r. ''', / � �, .'' // ' 1 ' i' 'f `\ ,+,` \ ,
t4 \Y 1 i ✓lam^ ^ . , v '1 1 , ,/r / /J \`' J J `i r J =/ 1
t � :\ / / � - r!f ..._._- _ /' III
__
^" i
1 / 3 / y w� ✓�^ 'j` - '` ', 3 it r' 'M" "'",•..,, ✓ l I i
1� I � \ , ,
{ 5 \ l.a._ ':.i"J ...'.,;. i ; [ r `! ' \ , r,,, /f III
1 i �\ , `. t., . ..A,..l.w.._- I / 1/ r_ f i I' ,/ r t>«E>,;! ►4
I t , j_:.-.":..--J_i,.,_) rl I/j /, i' t /' i /� /, ,• .l i /r { /// i, �/f/ f. /
` + l \ e �r��".M.:_ ` f �t f ;;ram r',•..' {/ r i' / / �!� rt�.
,'i I' r ,b `'`, .i _i -._t r• •/,- /J 't / •+r '\ ; ! I ``t P
-f
',<; -�; i i ,ci -' y..J, t / f r`• I'. :j,��r '�-"•..-•...-� i. /.�" ''r p / •.r' J.r. i4 N
i L \^ --•,.:..{.,,.E_,E j l i, f ,, !:/ ✓if - -',. .•+' _ i F i t i - 11 yLL r / 1 � ,,_ ..,I
! \,�+ ^.._f..=,_i_..,J_j tw_�. - _ ✓f +tl
`...\ _ \ ' � �i,'i J, 44 .,�,.r�"'S"Cr'�K '� 'r \• - +�^ i .,.... '\ ., ` - .,,\ + \' ` -\ ._.,. '�-�.kr--- ­1J
.
,
v-, /
c r
,
,
%
r �,,
f
> '
,. , J 1 _ --. _._. ...,r 1
t7 ,„, . —
1
1.
,J
�r i J .- ._ .. .._.. .._,. _T -... __
.•1 .
, _._.
r'
L
f
_ _
y
/ r - , �. f _,..+.,....w_-,..r..-•,.n,,rr Pn..,<en BYO' V'a.t,w �n •+,-,2xy MV,,. -
' ,/i / f l f,1.d"• • /, _� r,,,(,,.yy wK+MN+hti -••_.- -- �....- +nv,yy ..... .. " `) l
/ J„ •"•l _
...,,...,.. /ta• •' rj /'' .• li . ^1_ 'L 1.i'1 /' +rY A' :! '•" v ..v.raswu.�.r .,r.. ^- .w.,noa - a,w,.a+� ' ,�.•• rr.^.,w.r...,.-r+•.-,- .,...,.,_-. /k
z . - .
­.-
r r .• i
/ \ \ \\ y. 1
l / _ µf+• ,. .. � r`,'..�' - ?, ^� .. \ � 11 .».. - r/ y, ,..r-" iz 1
f i
/ !� "
/ ,
`, s \ J _. _
,
_.,, \\ i
\ \ `\ , i ,r
I TM
1
1
1
f

-.0 .
I � i 1
i § `' o,
I . . t13
c�a- I \� 1'11/
� 5777)
: z , ? - -
s 2n. \ _
(aDU ' Q \` ''f F
� � I . I04-j- 3
I ` i I I I �
a _ �
o�LLa0Ca V (!) O wn o
r
wLLI iiia� _C4w V1 =-5U -`� [� w 11
�Z�� p .] QZ y � U Z Q X r� O
to Q Cm M.� p Lt. _.,J P O •Q LZL, Z Q �LLI U3 v LY_ <L &4
� OZQa Qm < 0 <0 Dow �-9 }_ < [� �- ZZ U L:J Z _
U �< uj :2EXb c5z " pmi Q � 0m MED 0 Q U
"'' ¢ � aw� EJiw axF� z o , i � z : � � 'C'n �' $ !t
LL Z >- g M U O I- U z ilo � }}.. © Ix 0 WW 2 Oct ZZ�- C3 Z)U p 0 i-. p [YOZ >_ co z � pUf Z -� J
UU �O -i z Zi__LL, < LLJMZRlU- d _j CL
dt,lU==o O ©Lj_0z � a � ©O�o � � p �UC]© cr
M � ¢a0 .cr)0z� c oca ¢ wvrt1 a WLJ o (LF- m o .jo II- anon -j U) 4
1 9
m a 0 w w w w a
C4 vi 4 Z (.Dzzz im CLI LIJ o_ Q 2C900o O � - 4
z P P 0OU_ 3F Lg0000 oa o
LLu1WWiwilLiz (LM -ZW W � CL. CLa- CL a- 4
\ Y ! ...
. \/ f
\ t ` \
J ,
\ : ,...,
�r� ._, ...•w,,,_a
.�• I �`��w `ram ..-%\.... ..'. ..-.� .ter 1 r4. ''mow �+..�.. � � .�.r�rrr _•."r'.'
` .^ - : .r \ _f...'..!- L -`\ , .._ter /..•
__
-A
:51
�3i� .•._____._
��- - '-- ,
'
_\ \
1
.
\
_.:; _'_ y r
r 1
1� _- .", /F -, \ 1 77. _ ...—
^♦ -,.,r
•,\ ` - _
} ,
E-+ ..,^,ram) f , i i
,
- _.._..-
,
fow i /r\ /r
_/ii.."I ` is t.. d r ' -, _.. � ' -_ _ - '\.
` _ ..
\ i
_._.._..._......._ ^ a �_LoLL
• • _ __
\ti _ _.
I.i ...-. a 1 1 r "' i 'S
.._.- .. -.__ / 1 - .
, J
�L.
•
_ %Ii : .
11 -..,..-.
/I -,
u-.•. ..
I "fllw._, _.._ \ :. :
;.�..
,-.___ ,
E J
l
. 1 . m
\ \ .
11 I - I I \ . ? _', , I -_ " -_ I I "' ', 'I "
-.1 � __k�­_. \ '. - I . . \ . , \ : , k r . '' I'/ L - .. "; /. _,"', .
N I t \ N
` ',, \,, yl^S tl, i r 'f� 7. .ten/•
\ r� / /' G
,
\ \. \ \\ t % i i' I \y r \ T
a y
r
., ..- _ `:
,
L
! 1
,_.
t
i
\ t `l.,, • - , , J-
3 -
r J'
,
1 ii Sw "I -
,
I-IL , AW I - : . I ,. I I s A .1 .1/ I ­ ,, 1' _., + 11 I
�.
--
'
Jr
iX , ;, � ,.", lij j I
€ I" s. f 1. \\ `� .,1 \ \ \ - "\ \ I �, / / .,+•`"
,
IV,
,.
j
r % ;per..¢•; js ;'''. %,. i ` rj� .\. `''• _...- , / T' I
v ,' - ,, \ € \ ,, 1 \ '::�\ t \ ,�\1 ! !+ �,`\ \ ,•`\` ``, I !//i /- ,/ter,,..
l/ r i i \\ i' t s t t\ _ ' \ \ ��11 \ I i / �
n/... .r" � \ \ •\ �`, \ ` I /Iwo
6�L , \ "v.• \`\ '\ :-\y� r1 i / (ice
/' rr......."'.._....�''v. / ,-i `'a \ •`\.� t3`;, ``:\ �?.. , ,� ♦ :\ '•\ '�\�, } t 7CjJ 'Tr
i \ \ ., 14101��,\�,i
\-. ,*�. ..f/ ,` Y` \ : �
, Q E 4)
1. % � I \ ?
L"t", \
� I I - N'. ,\, "I. ", 1 � ,N --4�_,; %- 11�\ x
IL \ I iii­ __ .. ,\ \,
1 ' ' I 'i 4j�% ,, ., " S 1_­­___1___1' (LI " () :2
\`\ \ i
, \-i ,-,--,, ,\1, , , . / I 1* k, I ,___'. , : it 11 I
"I % I 11 I \ IN I �N t - -,__ , i, ,­ . , " \ . __. "I 11. 1 ammo 0 0
is + € 'r ' z % f 7f/
L.
I �� I. -___ C
�.+� I %� ! [' !f ✓' -. t .jam / \,iiiiiii ] 1. r �� /// \\\ \ �`\ \\\ •\ A / / A `` \ ._ _.._. / �j]
1_ /` / [ l _r �11J - .,., t \ \ \% \ "�,, ­11------r.._,_._.---- _.» Y�Y *n�rn
W• ---Ii , / r r o f - f /f s
` .r /: ,i i <i •`",` i`\• .r- ."_... - I�) E / 'l,�l/� r j •f, ,/ [`�M' �'.� - - -/ /, f / /"'"""..'_ _�5._ »...
`r i \ i '�\ ,`\.\ J r •f' J• r ' i `'' ` „E.' - ,. .__" / - ..` '3 �f A .-€• �' ..... -: ,
T ------. - __ . + _ .2- \ " N . . \ - , J______.'
Vim'^'' t i,, !1 ,•:`,`•, f Jr �i \,
1.
� "i!
. \ \ ; I.. I Lx ___,______.___. . � , " "'­ .__ iiiiiiii`_ ,
/� ! ) / / \ ! \ ! f
�( ; !, 1 € f t f f `,i i { ! �y��. ! t 7i j /,~, -...:... \ \\ ri:...,,>_, Of
_ fj r f t 't. i r ti € # f /f Jr " s J_63 ",\ Q
f; •i j ., %I i it r t i '\ J •\\ \ '\ '\ Q
;� ff / r /f fJ i !;' CD
3 r i' C II '? ,' f t _ !/ \\ \ \ .. -r.:;" � =Z
r r!' j` 1 n#\ /, r : . '_•,.J/./f.i\\ _._.._ _..__ .-..- � Q
,r
/` fY
% or EY.
Qfl.
€ s _ = O
_.
f
:
J Q
p
/ it i
- i, J
it ._..__.-.... -.--... - \ \ \\\ ` �(// J"' i'1/ !\ _. __..T / \1`` - .- _..-
, I " ! 4 \ I\ , ." - \
-. ... ../ „ter''-\ram, _ ' ! �\ i : : i i f r 1 \ ..� .r''r•i wQ __n�j' ,\•` w U
I or, w
ii,i
' N
...._........ �.\ ME
r
i
_ --_.._....__. -_.�--- -.___.__- �� I ,/ \ \ ��
� rr
_.. +/
J
-...___...r_ \ a z .....
\.
'� -. - f \ _
_.._ Q ! \
_ .__ 3C \
�..._ _
_ _ �M____:77�
��
_r r`
._._ ,. _.__ � ,•' ,\ -� -' -_.-...._..,. - yr rye..-_- _ ,, ....._ €—
....-. - `_..`ice ...._-_....� ...a.. ..\, _..-'----....---'_.'-.—.-,----_._ / / "\/ t `•^mow, •_t—:',�._._.,�ti._.•• •\'�� 'ter . f �`�\"•...�.,"`_w^,^,•^r__ ,/
_. -- `` �'r`.!. _ \
L -- =ter. _,.... ...'' _ ! 1 - S \
L-0i i _ �... -- - _Cam/ / \\_ C !-.f\^ \ . _ - _ - 1�; ../ -r.- --� `,I- - \ s \`� ,_.. . / 9
h. '.J .tom...-•• / r \' �ti, .._...r..-.._ '��-• _s r/r. •/•-.x'�. ; Y �!-
r , _
/ ! i
/ /// J' _ rY• r`,i ! -,�` -- `- J •{!•<� '/ r.•4'+. M :\•, o _ ter.'•
��'i
J y/
✓ \ �' :j-
t / /\/ ' \ n _. \ t �• \ /. 'f.' !' /' fI \ \ / .`: ._'' a / Dil
/" 1 \\ / \ I
"-:, - /' ...... .1-, , >_ _, Xfl - i ) ­-;o.iiiiiiiiiiiiii I I ; I I . ,-- I
/ �. _ h l/' j .r i / Y
11
ii
, .-\",.ii
� .:".- .
W.- 'i
. 1.
``'1:\ .\ '-.
`.\` \.\ J`,, ! �+ r' \ ��` ` \ .'ram f` -','.— _.._ _ \-i-­­­_....... ,_�.`'` - ^\ `✓ ...`___ 1:r­�~„f �`''� 1 /J••` _•\_N '"r �F" ! •r/ ,'? .:_\__.. 'r~•! \
,oi
­­ '­­_71 7\'zX'\-- \ __
j/00 logo
,/,�__e� _. `<' �111 .......­_­­ " .
% \\ �` '- ',[ f , ' y• �/ /!r '�,' _.....,._ �10 __ `' i' �/^'-y t,, ` ,�., r",•-' ,:.C_..._.- ..-»_.. ``T�. ,./� \,._, `_\.. 1-l' '`i ,�.-, ', i
\ . /,y:
"Zli
iiii
If
/ ! i
/ i ? f' \ \ /'>�� ''^JA yam \ ' �» "i
i r I
i' fY+
l
[
p I
'., ' J,..... `','
iiiiiiit / /' �. \\ \\\ : i i f i / \, \.\ ','' . / '' _ , �� `\ \ �Aga4 00 ov�;;J� �9a..,
iii
f//
1.
fr , !- ,aw �� ,// "'\ `L \. + / i ��/TTT �' i ,4, i % i , l ,''� - ,\ :,7 '� `�
// ,/` ' r/ .!. f�//'r rr �/! ✓ - .♦ \ \ ,`''`•.. _._...._._...�.- ! ;/ f /» -"r` J!- / ` f /i J, / !Jj' ; ', ,' � �,
i`!r �_- //Ji J' +J' ,`\ \ '\ ~�'`'`�. �.._..-../ § rrt' Pr / r/ /��! /riJ /' , � Jyw /I _ `\ '',,; ,f; ��+ � ,W ,� �.
r'
.Z
—14
:.
\\ - j f ! j rr s ' 8
/ ti
\,\ \\ _ r
r'�r :r' i \ •' 'b^ -. ``•• ` `" - - \ it /' / v' !''• /)
�.....�
•'' -.r
/ `
l `..-_
_.._......_.....- - .� j ,
J J_ -�, -^ - � �r:'- re -._. __ \fit �►�_ \ \ ..\ -\ \ \ / ` i ! tp
r r .,r ors�::Sri,;`-,�„i' ..� \ jDN!§g•\3 is '.�S _-, \ _-, '" \ �,r. \ ;` \ '' / r.,�,r,A,v� +••_ „.•,- F
T ..,- �".'+r"'��'• '_-- i•�,-���r�` '_yy� „w' �,r�1•`, __Ij '\\` \.� \ -�'�\\�.\}``\` _y• , - _ \' ,\ I1. I••- ,/ J _�' is
..
+ •
..
`�:
? _ ` �►' •-\ \. \♦ / ,ter....•` �' _ �:\• c.11 \' 1. T [, r' - r'" ruE ti
_
i
.A \ .\ . +,� ��.r �: ,i , ._+'!1 1 i 15
_.. __' .--_ ' _ ,A, .'-`\�„,J.�\,... ,_�_,`\«ti....a- `\ ". `� it ,t\ \ - , r' 'Y-\,- --i .wires ' ; '/ !'.'' ,,
` ..f_' _ -
,
_ \
1� _. .�. ��
.. \
rr{r r
,.il \..._�` '�`..n.� \ -"'-.._- i Ji rirrrr.`� I \ 'A wi/� .fir — —
_� , rs! ' ,i i `ifrf
r

!
�
n
`
`
� .
�
�
`
�
�
`
`
'
'
'
`
�
'
�
'

270
I
26Q
£XI TTNG ROUND /
250
240 /
230
F,;PTER EI.EVATION = 26.0
220
210
200
DAnW EV Igo. p G7 Ci O O O O O o O o C7 0 o O Q
x"�°craN Npd i� tOC r 00C3 Q N t d0 t
AREA M-5 SECTION A-A
..................... .......... ............ ........................ .....................
................ ........, _...._. .... ............ .........._.... ................_...............................................-........ ................... ..... ..............................
.................................. ...................................... ............................... ......
EXISTING G OUN€l �
\
240
.........................................._......_.,..,._.............,....,................................_.........._.....,......:_...................................._..........,..__.
230
�\ ............... . ....... .........._........................._.................................., ....... ......
\ WA R ELEVATION, = 2 0.0
220
210
200
�i
190
..........._..._.................._........_..... ..... ...._.......,.......,........,................,.,.,.,.,....-..,.........._.............................................,..,..........._....,..................................__..w........................................... ........,,................................_................._..........._............ ........ ............. ...............
100 50 0 100 200 300
DA7Udf l:C�
_IBP.On p p O d C7 © O fl O O C7 O C] O
saerm+ a"`c N OD © O N M
w-
s-
SCALE: 1" i 00'
,AREA M-6
SECTION A-A
T.W SCME SHIXT NO.
o� 55fp p Triangle Brick Company DATES tSlsVoo HORIZONTAL
M MINING FLAN -��, � SECTIONS ��� , .,�
SEAL Merry Oaks Mine #1 _ 8
24 s42 T, ENGINEERS* PLANNERS SURVEYORS AREA M 5 AND AREA M-6 'M 'C�-
�Q,4�� WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROUNA FI �
al►1E • � G° °" �o:'- a- w, n t iNl SMITHFIELD, NORTH CAROLINA Renewal
WA

z
x LLS_j 0 V) LL)2 z Z <00 0
00 LILA 0 -0 z LLA LLJ C)0= U_Z CL CD
0 LU Z Ci OWW C6 a Lu)5(n; 0 C3
W WIDOW C-)C.) W Lj U_z C-)z Can ;Wr =)0,z << 5z< >- LL_ ZI m p=M) 02 0� LL. Z Ld< Lo_ CW1 00 T LLJ
9 . 1. W < = U-1 E-31 (1:
F- 0 M :2m <2E ob p= Z X C) <X U.) C/)LIJ U) 3�LL 0 La W En 0 W z w z :3 V) V)on z 0 L,W 0
LL, WZ 0 0<1 Lo 0
a-Z>-<mbo r i-Lu 0 - U)�_2 om 52po 00 on mo 101:�wz z w z Z W XM=) cr- in < -1 W z P�ZF_ Lj I.- -j m W < lu
0- is D 0:) <(n CL own Wz 0 Z 0 0 C.) 0 z z zogxo 05ZZLLJ < — Z< LAj(_) ==:oO � = a� 5§_: EL o a-P m 0 m EL (Doom 0 (n
,c LLI W <
0 0 0 a o x ": :3 W o n N)cLnL,(p u) P z OZZZZFX Lu Lj O < ZOOOOO Z 0 II= F=f=F:o CL U- 5 _. P Z o- �,a. a- H w D W So V) 0 U_ 25F= T 0 00 CL
XSXxx C.) W =) (nxKo� MWIX 0 W LLjww5zrLm —Z LLJ La Ot.t CL a- iL fL
+ ............< j ICDAKS-,>IAlk CL
IK 3Cu-J4,(W!_ z V 0 0
T,4 .......................IT1 ...............................j4 .......... ............tt;;7: .......,j.jL lip. 'i7.ml; i_­4 --ilg- _ " .........in i P? Ff Iii, L �:741L co
n ;7 r t7r.-10 M L co—Lr- awn
LIJ rn 0
co m(D F_
co 04
0
F
W
/x k ce zi Lj <
LLJ 15 A z
259.6 1A -------------I:7. t7
lo Igi o1r toz (6 1 1 > :;f v'17! _iiT C4 99000=
�T';c Jr tI

. .
. fF i E .
i
, ' g
rrr I ' 8 I I }, O
I . I : C z 21
U ¢
i T I I
� �LCFQ j ©off I . t , I � \ 91
il Q 1z
Z Q O C) a�..O Cr Erz F-- V
r_ fr!
o �ailaa � � L0�o too I I I � ( � t _
�Z Q O EsJ 3_1 Q � Z=U W V) �leJ Go
a M -
>_ Q o < D =z� mom r�hh < >- L" rZ = a © L e►
mUZa© ¢ � Mo¢O cacatr �J >_ E.Li ¢ � w0 �
aQc <_ �� oo Zrx E--w �
WQcn�=- � � � � ocn�EwQmQ W Q W z � ,�iJm ca ¢ c) 8
Z cn a "' § #
�zU�m� z � c3wU7 � �apao >' msz� u-i Z w_�
OpdOp� - ¢>-trZ Z >_}' ofm� J tY <t ¢© x= p Q Q W �
UL70O�i) � QlI3 1 a it a- f p O O Z � ©le�p iUp U
- � UOOZ Z ZO I- � � d ZwQ � Z � W -:r-p t1C O C3 {*'
¢wv == oo oE� oZ � w c- gomo -.J ) 0 fn 4
% �� ¢o�cnc� z Uoc� ¢ rncL a. wc� rzr--� goy i © c- cn,000 0 -a cn Q 9
y�
r CV ZC9x .Z.ZZeC"- cc Qd �Z00000 2 o p
FZFFPPo CwL y 5 m Fza- n.cL d- W r
WE U)U)7G XXXXUL� © tn ?C xXmcr_ O O
Es l w t,t i,E E1. [n w w LL a LL LL CL E-
,,�,.._. ._..- 11 11 T / ,///!/�J JJ/ r IJ�r rr i t .r ` �.. -...._....-
iIL
'...
\ errs .. �`'` _ ii;;�+•� f f . ww�wrw�t- i� �- '�i - - ' r __.. \i.............. I" N." 11, - , / � 11 _% ; T i 1. ; A," \,
'\ \\ '�• r----•�--..•f - ftiiacrn ``•• \ f \ i f� n\` r/I ~,, i J-; k z Y \ ,• `.." Tr.. :, .�r..+r� ww r r..r. .:IwMw, ..:+'rr« ..._n,. ,�,,,... I� �,•`R.�,o` 41
w
r \
��� r i\ \.
\,\
--� "
\ \ •.^::tz - .„..." .,ram *`�� .«�,_ ....-.._............__ `"`
\\ \ /i J i \ . 11
\rl-----
i r �!t�
! 1 \
r
I./
s .....�.�...» ,.. ....-.�
f J ( i L
%
`v
t
_.,
J J
y r N. I
` J1.
' 111
,
, r
J
L� 1._
.,,1';`' F r -\�i
ii - _ G
!k-
i �i
' „y - 11/' ....... /' J r �I/
/ _.._..- 4 �` \ '\. ''�'" i .»:a'?:.ti°��e•,;:_ i .E" ,:e •'tom l.t.•�-:� >,:.ir...t' sEF.aT.+,t�. 1',: /� i, „\'•' ......_. / , •/' / , J,
• f
\ �f-
" ` L f... a f
\ fi
L - _ - `,'-
"- ,--- ­1
: ..xt:'?-.. i '; i -:�L:��.e.::�..:r.-="j:it7�'[• ..iY:i ff��,,,_.S_,; r' % /r'
­ -_..____
;,} �"" .i:Trii.. ....!::. »:�� - Ez". :1.. >:1_.-:1t^�:':ir:It pr '/ /
../ „\ •<•v �_-1 •�-:-,c3L = `' ,�; ,;.a,-r•-"{ ^::' ..f.•-'I -.`:j. =:;-^.�-`'^':S.. f s' ,/ !✓'' rr' I
1\ `:`•' \_ �`..\ r,. r"'`.<x",7 =�.rJ.- __ ` '�".i�:�-":'r `Fw -':�'- i'.^t�tl=`',�1�:. r/ / i '•� i /' f' % r.+ J F / i: L
` ,.ert `\ 1_ .; _ F ".` i E-,-_ rL._a. `t `""w -. / 1' '/ / 1
KX�
\ _ y� \ f3`--'~i; " :11:ii�$k:.�-." •,,3. �fr.i' \\ ` Y � 1 P f / f /' J
\ \ _' L' - +/ .E�»-•»7t-'_ +i _<: i_'-1 R::.1°t'L:- \ i• / / /'' / //'r r
\ ,\ _ 4 : :_ il'r. _ ti\r t i r" ' ji�.#-"l± ti:.t"�y rt5tz a< i ` \ \ ! j /.r / // / ri ,/ /"
\\ Ham'."i4; '- ,\ "� -'� 1 `$ i-r".',_'X`r•}°j"7„„..• i:•• ""'�,,<�,` "'\ \\ '\® " J'• /' / f ,J' �J'�r'
r ;_ _ _ 1 _ _ - ,�
r,f,_:',„E \ ; -"jz`:.';E:r__•,/ .....i �:° � Kit:-Is'>•. ,\ �\ i �+ f` _ _ f t /" ��'''�� J J.
,-.-" '.";_r. �,. i j .{t7^• •'�- a \ \ 4 J - _ !.. rrr / r•,.
�<�
�,i7tii�
(S. '-ra. ,;�•.. 1&.. \ `•_E.} .f f=" -t'< -- 1- -'"'� - ♦_ \ \ i j`/ r _ ' r.rc��; .w•i-,.. :.�" l:h•^I .r !!,.':�i3'" -•iv. •7a r._ "fie. 'Sta. e,-' J-,,, ��!! " r; _./iww mr •rF ...�5._ i { :I i' r ;d;.x [•F.• \ 26 <� / v o.ztiI �'N ,..tt�_�.,:,,...,s `\ ..t� l �. i l i i• i - .L», ..J,.j.w's•�•'.I-!S��^ ,•\ i• ;�•w-r;,_,�' •�---- ./^ V
6 r?: ..� :_ rr••�� (t{jjj .:�,1: :1':'-".^J'-' };,_ ter _. J . .r�'•,� •..T.»»_...�
:�- ':" I:y1111. �1..\ G. +` r'� k \- r.! 03" < .. .7"',5 '�J[ .rs i ,./ / f::,. -%
"..
, I
�..� c `=f<<: " \ "� t `t i _: ".w,":"Y.if....4i4: .?h,^ - x..TSc.` ":w!:.. I i' y"'
74' •, t'! 'i'""rt".`"_-: '.�st ,\ \ _cam ! -•#°#t.: d ,i t- m - _. , -ire.-- 41�' = _,11 _._....--.._.__....
: ..... .-�. i' �..
�/ \ �. .�. : ,_ I-- a:
. i
r+•r :;\_",F-. �\ '\ «,.Y.._h .x!•'rt:::-:.t:J.. :tr•i;c,- ti•''..^''j.l~i1.� \
J �_ / x �S "tip! - - /'
_.
:
f ,
d F' ...: x" ,2" J . ♦ .•.,.F ;.,..a, , , '. ' -`• . ` \.«......,.'"......, .il: _!�,�:f-' "wtd { ' ''�:`. t -.i r ""'+.,• ••�... ..................
_.
xiy-'y?•<r.3 T:.c / \ ».,. :� 1 ..i'. ».:.�•7-'-• .-w I-n:_c :t...tr,. - -:tom,"., .\`.:. -.i5r ;• %' i ', 1 _ •. ._.. '�.. __ ...
y
w i
.r '
:
� : ,� � ,f r /, /J_ \t , , TJJ.,<b� f. , It _ •\ i.>.� .� .�Y� _ UCH. .'�Ti.^C.sCV i�-fti I r I r ` '•\ �',
11z
S iti. rE-^_ r t:r r e •`. .<iY. >.•Yir`t. 1 'a ..-...-. :r`: '..t ,..Y - f' `-•-< -- - '�.- - / f i 'Ll - ........
` ' ,��• 1 " :e' =i --'!" fir= r:s
_ / `... - -
/ �i� i. - sx..
' - [ _-
;L' 's
14 .
�. \ ,�m, ,
..
__
. -,_
..._
1 \ - -
^< -
..:.
,
ir
j ,: \
'.ji:. Y: ` -J4 t .Tula S•' .:,`ti._..: :L•,...i� ' // / `\\\ a,S{'y�"i. �''«�"f�.: Y� / ' /` --... ..l ....
..
ii' •z.:.,z F: w<' ?? :`k\ _ :i :,` i :i'.�.y,.3 }#.^a.r. f ;J \\� `'{: ':.; , ii«?.._ _ i i' J �1 ...�
•! Siti 'E>• ',, ;^: ^ L ,i \ \ /- ::S" w i i. r-' // \\N 1 �\\ 1c1c�, ::Y '... ' ,..c \\- _,J •�'`•.
F.I.. _ •E i+ , ,\, __`-ice f�'i \ r rT1. h-' \' ` '\ •:1' i]i•.. _ _ ` '.Y rr / .•'^• "�
.t,l, za,"" _ I 1 f,e l ,'\'�, ,t :" �r •! t t 'c l ','' i'Y- '1'FF,- r i \\ t` ,t_.�;":" r ,.�r, .._r ^""r f`l.f` / i
'• .t! S,y.-�z, .sf -J1 i. I3r !.-r# 1 \ / \ \ •;"ice: 'Stls^-s is .•�: <\ \,\\ `, �'=,:. - .:.f' _ ,.zs.{ `"`r-.w.....-•^"' '\ /
,•,�-,!_'!":4.z 'r.. .rt] :: :«.�(�.�•:, - :1 \l:\<`� -:S `k i ..wr. .I ! i i \\.� ,\\" '?..._r '0 .» { ,� >'�; ,•
-�«=T_fit i `;,, 2Yt E_ i it ...�. \\ fe,M�r ! 1 :U/` d I.
-. '= t!'�.-,• "••-,�•_,s '='{ -1�- lj�l4 .\;`. =1t'C.t:' - i J `\ - "l=.s i t`` \\ -2f'x;f-. L�.li`•{.{;r[.-F'`'. _'.� .J
yt J.r,.S,•..< F :�-'7f;"' t: 1 "'\ i i _ :.:" `. ``\ \`� \ ...1i- ""'" ..«..._. \` `Jr
J :J7 z .1 ..•L. '< '' "t'lt ,''t \ 1 TM_. \ ,\ \` e.•x�:z�. Hr_ =- - ,...1^"'"'" /
... .....
'i' \ i'
TI_ `L: i �, rx I
1
•' » j`�'. , I { _
. i r 7 r� E !,. [,o f `[ f' i :, \: .r �xT` t\ .` \�\� S �t '3.` \ s-\.,.......... ....... //
""'i •- I `i :'\ '!'.�.. / >"is ,/ `\l i /. t '_" .t.7:"-tKlr ,\\ at\� \\\ \\\ .a.{: "' ,•,::i ,o - lar• �' 1' �O J
L. _ {i o y - \\ l,� , ^i `\ ✓ `\ `� i I .. �i ;, _a 'j'�a `t\tt`\` �` \\\\ 'ls:- �� - T' "jiy /l /�,/ r
- t t r ! +� �' \ f 1 \ 3)4 i ``-' ': ,:x t\\\ \ \\\\\\, �,�3 / \ 1`\ , �' i/
-Err_ ' �' ` w33 iI i Y t,v... AA \ \\ \ rYE k». - \ ` 'f
11
�y may•,_ -••.,{ t E l :t :i: - f 1 i l \-,, _,,!', \�'' ' ,` ,t\ \\' y T "'li. -�_w, J t \ tt , ' i 0-1; j rwi-
1+~`.,, ti�r - ^,I E ;'i -! -r e.,r'r / / �\ ,'\ R,\L.;..��;yi., \,, ` \,t� \\\\ \4 �_�,:.,.Lr a eil•';• r l^, '\\ ; \ :'_1 ^t 1!if ! 0 tCjJ
..i !!t 1 ,•� 1 _ ,J'1: `{.,+. .. t\ t`` \•' `\\\ �',�'^ .s.'^:•a.,, '� .�• .� •!t. { \ \ i .t,:, i1�7.I ', j `+^'` i
'mot i :4!' .•r \ \ , 'L s�.. `,`�,`t\ \ \ -1:. :z Y {. \ \ t 't R �-°,
� ��J i 3y ;i . `` t r \ \ ` 1\ CfS, \ :0 t\ t,\` `\ \\` �` tT. ? +,.'' \ , \
_ i iit` f .� `,'•.'� ..\ '� ; `, \ _\\`' ,\\\\ \\\\\ .t •iX' ':. ' .E` 'zee«a:p �1 i ', \ ) \ �`<
-ti„r,. LL
- E (1)
:r ":r 1i �. .'r'•.",,,,,,,,,,,,,,,,_- �`,�\ \ `\ ", �t `' ,`\ • a -�. \`\ 'L \\' \ \ •r�' •Ti '•.JIr•J:1•- '.ti'-�Rc ] ji `\ `\ _ jl} •t ,';
ll ,S«""'F _i5'r, i \ ` \ \" •l �r.,......__.a�'•x� "r t\,\ ,`\\` \\\\ \\y =3"•,.i �r � `,•.. �� j \ r i
11
�%° ii :i =_ :'r .'j-'\,
\1 \� �..� I ' i `�k," ,`t\`; \\�\` �t i,. i�.,''M u �¢ "a ` \\ % \\ �� J I
E I ) \ �\
;�i i t .r. .i. `i `.. , 4 % ` ` ^+ q r .:i:� ,\\` �, \\ \I \�_.J- _LT __ !'F•.... '. `' --- .,% ,,lr , C.!U
�!
11
�\
" \
�i •i 'i •` '; % • CEI
\ / \ ,•i 't '�a - t\ \ - \\ \\t - "" °• -- 3-'-." i;-j•- �L•• I�I�IIIIAI
I .
77S ,• :2
•i yt�: �� __'..5,1 , ,l '♦ J, `r!, \ '�\t`Ry �«..',.��\�\�, `\` .`\\� \` .. w� � �'.xl h_�1�. i� ; \ '.E\ ''l \
* t
w. ..
:r :c:I - ...t• y =i 1' r 9 ,\ ;.l!4� \,\\ _ -ii r `_ _.[.! \ f \ , \ . o
'1% �
" (D
..
\\i\\\ 1'\ 1'c r " 1 i: ! . \ i; `: i'\ \tom iN,11 I' ll N Lw \`\1 `\ i;\ \\`�\\ N.�\ :i !jL-;1 . ,t t: i R It.; \ �; \ \ \\
1. i 1; , .
IN, .- \,%1`110 .,. 0) �::
.,-,
I: -1 11 '.1
`� .�,e
`` �-.,�.,1al
?.' i t i 's �`"-,- y _ �\\- \\`t \\� \' �'''�t - :'38k: »It,';, 'R r 'i �[
,_ .­ I'--- -_
: I ()
.. ,
',
' ,
__" ___11
I 11 L he
, -,
".",\,
PPR�
I ,_,_­'
I : I 11 It�
\\ N. \ \ "^'I i•t,i'i / f •``w�"` .,,,,'_ y.11 ---. '�,I t<t'• :l;•2:1t \\\`. ,\\\.r�"'4.._` _ i'1�0 ^ \ :'`,t •.�~ _,._..__.1 - , L. C
%
W �\�\ \ti _ i1 : i : \ ` r� .. x a, ., 3 i I i \\\\\�Ns It<Y';kl.t ' � '. _ = .�1. r^ E M
1';•'!t "',
.:;1` `• V,
i i ,i J >%
.,f^C \ `r- .I i \\ Ottm� t--• •� J. __ \\ j I
LL
►.rlr i•,,< i i t, 'i \ Jr / +3.r •�' \\\' \ Yx ._ _!.Y �.•t_- r: �/ \ --.._- ..-..�•' JJ
. _j
,.k,
.i i i t' ': 1 ti..j � t =FE I i! \\ , .\�\ �' J/ -.1 `` \
•' 0
!i i.i :r< •' - 11 !, \ r:r..s""' \\\�\ ° .,�q �e eiy '•'=�tt'F __ ' '`�.. '� `�
-'--.,
Tj L
VT.
f t>` i:;! ' � .Jr)C ;, I . `\ •� _ t:�r I�I.
I i \ \�\ \ '•,!"^::.7 +\}\Lr:' :_s '._ � 1 - �.
:11,
1 i I I i E ,t,f it \ \^ ?1 j r i \ ,\. \ .•` - - \ _ ;"._..,.ti•^ _.
%
",
+ i •!_[tom,.!� I i ; i /. "r.1 t i . r I i: f: \�`\�\\ �s _ ta.. !.-F)�.L 1.\ 'tJ l .'i,.� ,�"',
� M
'.Irr - -l:j! i.;i ,,`: `` ' !• ,:.\'� „ \. l /r a.kz''!7"r�'s I r! ,; \\\\ \ -_ r •«"` I y.._, «'
r : \\ \ \ T` ` ' _
/'ir " _ i i, i,.,. `11 S \ ; i jfr ! ,! ,L.1 r' / / f` ~:>!- ;�;{i ;`�: \\\\\\ h F; :«� \ .- : /
L.
.err ,/f' r!r�+� i [ •/J ;r \ ; .i:•'.'"„L�:•i:r'r-f e f.i l ,\ \\\ fit^_'• '•si1}' '..r rl I = _ _1�""'_ '_� .-- �- ..__r 0!J/`i f/ [' ' Ylt_""- ;Y / O ; / i ft 1 /� J''/��-t --°E i;1?' i�{ \\\ \` `\\,' s .� :{": h;j,: J� j' '~�.. � ,...«,..,-
�� /• ! i j f -red M / ' ,0 f
!.-"I ' '.vs•» .' _"_ i Jgt( i i i `Y ,,%/' \ 1 r ! �� / :+'_ {,• \\\ \ \\� -' •t"ra i:s, F"< / ! /'•,".•.-•^
1 •=f r p s f ,�_` '- I, .�., ,fir.,/ / r •�' Sf ` ,! ff i i %I 1 f ae`,E .'-`�''i i f ie i f ii y\�\ \;:\t ,y_'_`-.a.� . �o.l } ' ( _ _.«._
!i f fir i, tC"_-•. __.r' [`.3t7? % i l ✓ `\� i _:! i .... ?_-' i i{t !f i i \\:t ,c I•_ :c:'_ i /...,.ti\
I!::i !7: - f ' lr / rf t t ` `t,I ii _Ai."' ,�i ,iiif`{i \':t,: :.. "'•' ,:fay., _ 1 \\ JI •'t ~r__
]1f I �'>'.. r/ t / / S , ti,% ?:�. t P ii:! !,`,:t! ,ii,i iiki I. ��•:�; t ..l¢r \\ -
03 i --' ,f% ;{i; / J ./ - t _ ,i Y "i L i t ;j F i i i 7 i : - rt -^,'""^' '� .\ , / _.,�' �-
�i-i.i z ti c•' .._ (` _\ >�. 'i`'r, i Is '� _,-• .r i:_,t:^ `, \ \ i 'J -1-
C�t !+i rtc]}.fn J'r� �' , ' `' r ',t' 1 \ j, :5... 5 i't`sl 'i7'_� iiS 1IEl r, .I' - ��_ �'`\ ` `� ~� N.
fl
CV ti i}i rr`a�'7`�' \ /'"' jy `}�/J ;^ 4:':i�'.5 1 "g \\ \ \ -•r` \•"
rt �f•,i %F•V, `\\ \ % o`' i\ \ r l , i:t,5 v I >..i � ,=Ai'�s� 7. 1^M \ \ ` \\\�
<�«» 't:t - •,�� -L'• ` \ - �L = '\ `t RI��i i:S t�-N_ % ',�,e w�" _tIY'I+'' •\, \\ ,`\ .....�__ .,-
0 ``�\`\ -'e: 7 \ ` ,`riJ• .J i� •'\\ \ \i"�- ii,+,' ' jl110 t.' .�+*'EE = .` `d \\\\.\.�;y`� - \1. \`\ '\ \ ` ��, i`' i\ l:\: \.\\ ` °IN'xz�'a: i:,i •.t' �4 z f t. I, ��j„ � - ,, ``` `` .~ '"`--- -
N I
�I `� \�� �i'i `^_ '`\ t\ �\ v` \ \ _ =t. \R' i' iiirk _tw .•` <z ' '.+ `\
I.
y i , i '\ i ,r / ,rr�l-"}-•- •jt tf�; E'j ii:
.7 y: t, i}:7'i 'c"- 't; } !, 1 ) F rlgr / Jf 311111 .fwtlJ t i w �� �• L .Ri',^.r- w .-" Qi = i •7f"n'< ! i i ! j `\ ' i r f i ;' s. r !1.i 1 '!: i; ;f F.�. fgTy�:v \\ 4�.�icn
:t ji. ` i .} ' i i i .x.' i J i $�.7` !! i �. JJ,•'I •.i :: y '`.� - ,q `\t E. 7 C i i E, .i i /�/ r J , i i f'�iY Q �,;,
'%: r.ti : 3__- ':.. }•.1 _•.-.�._ _ ! at F_
{•ii if; t-;�TN ! I / If ! i iiit',.1� y J ' '�,� .' - "'� « % O
f r i:i i i•r / i. ' It tr r ' •/ ItM `k 1.,..t. -;f, 7 r�.: '. .?,Y.: : yl "~'-•--"-�---__.__.-,.. •'/', Lj
'- 1 i i 1 1 i i .� ./, /, J, i'r f. / /''y, i i ! ! 7 f /' ',Z . �i j :;f. /���'/ 'I f� � 7]
�•z; .ems /�:t� r!]1 L f' r { f I F j!!3 :f! I js>_ ' i I j i-,=r i �1 :!/ ': � jy i' w r-^' _� ' O
1 �;` _��' .. _W _ 1� r` -
'--'fj !.'1 �: r / ,i / i P i�'I f, 1 ! i;I itli �J' Il,tl. `„� •s •,.'`+. / ( Q
Tz_
- __ _,_ - r_ - _ _- /J/'�c� 'E I / /' j j� 1 f e s w -• l`,\\\ ti. I'r '' ' - i {Il Q
....z i3, 1•+..'„ - __ ...`�.�. _ ..�•r ,r 1 / %• ! I / j ' � `.- :.,. ., /l, - _-..�.... LiJ C!�
. iF
--- li".»'t..,-, `•:.-, ... - ""--- y'�'T-'1.:~. i i ,/ �, f / / j S \ -- S^' \\� '� i� '!J, F� '' _. Q
:ti �._7 'p - - - - ..<- J .y, / / t i f !/ I {jt[ 7 \k,< _ `\. �////• J;.J �'=� Ict 't_ ..�•••.
e.,Y• _,t�`•Zz-- . " ��r J'' ,_ ` AZ r i f' r S x{ L\ •�. r :�,. �._.- ..�.... _-- . J y^ 3
_�'"" +l<••- - ,r+ '•'� R?# ~YE••=" It i j T:.. RCS ♦` k h•s' �„�
:r" '`; -' ;f.....1t,;e,..�.. _:ii`+e""� -�1_•'u' .. ..�E....r. y?� t / �! ? f j S i _:.,, ....C1,'L .w•.,��, �, \O,, _ _.,• -,.».".._ _-. / r;• .i i',�„-; .1...,"_,,,^ .»...1. "�'_.__- -__ - Q
w E. :,. " ,« .:.z"``".�.raY �. -.t` W I' t l i R)f..f.5<z.. ti., `., ��. .-......_ ...... %/ -�5 's.~
"i'•:' 7 �"°,±Y"•lF _v. \ 'i / - I. �I j• I f �' i `, - -:I--- I /�%/r r-7w-•t `ir•.�' ,_....._.^__._�....... .. '_"I �
.! - - ..: :i'" 3 ``'' ~ __ _ s-- \ \\ ! i ` J I• \ .�•\, �,, - r/ - u-,„ .r am!••-.• _...._._- LL.f5i < ,::
i �i�z:•` riiu. �� -A'a•..' i ��.'--~`"^'. '"' -i \\ \ � k i t / _'1 % t j \. \\`. �+' `�' ''\,`^ �....__ .-- ••"ri!/ �..' ti». ."�,. -_ ♦ t�.t
'-"+u..�sZd. .'R;.:•,-+�, �T' ,".a .. r :C�i�' t `\ `,,,,,. i f / i e r v-; .: ..'."_rsR `.y �__�..... ....... .� { :t,,, •�.�...,... ._�.♦ `t•-._,.,. _^ O t,L
! s ...,r. _ e ..,.; _�.'IS;.. '�yh 7 - .- '',' "`' 7 < \\ ; \ �E3< '\ f `:._ i i f 'i \ �fy «tM.�».• cI: tE„y:Y_ `-•.�•..:;_�:• _rT `/ i.i,,.:"' ..r �E� \ `"�'<^l' ....,.._...�• 1 y
\\\� .-,• "3 g x : ) i \ \ i i i J` \ \, ,% , ' �, ,�c i , r,$r� ---- - ii f/ C .r L, '< h-
,L.« // r r E \ 2 ` i i f ( \ - ,,..-: - �_,n,_M'"."'- .•.-.i..- za-_.�. Ix. \ ti,•..__r� LLl O M
`\`._ `y'' - . "-....,.- - _�./ f rt •i t / ! E E , '\ ,\ ,., ''1<l'•<•••p• ....:c y `'�''F' 1`"+ •. f \4 �\,~ S Lr�
/ _ _ _
_ - _--fir... ....._.._,� ,__.. - !' / l f, /f \r \�'\ ` ` t+\ � �.._ -- �.._ �....,,� ` J i/ �\ _.._ _
•"" +... ..�,�.... - ,__,."-___� _"__,.,..,•, ^, „•r'J //r!' / `/ / !' \ \ -\``\, \ `` 1`' - `'__"�'r " '.•ti�.1 `•- °' /rr \ `� �"-•-...-..-._...._-..._ ,r-�
.... y� -�'' ^r r,%',r l J' J f -✓ \ \\ �-....-._„, �.__ ~» "^•` 1-'•`•.'`«"Y ___. ^�j'_.._.r... f i \ �, __"",�
`,.,\�`, -... M
x
' \tir�•
" ` \
\, \ !
7c �.., ». ..... - \l /'- ,\l �, I.---,/,.✓-- ✓/ 1, ._ �\�L, ,;/ __.__•"" \`_.__.._ y` �.. __c_1 '"r.. • �•''frr f'• ' ,�, ` /'I /
...,�. �• -...«.�w�" � �.•�.r" • .ram _��••' �f\ \ /' ,\ • .,,,..• • - .-•'-r'. - ^� r t r,' ' _ •l \ '\+"` -_.�-,.n.•�.... '
/ J /!- ""J•~ ',\ '/ \ ... "'� r ; r / '\ -^`�\.,� ^r`•....-...••�/ i l ///\ 't'' `i\\ y .__.......- .'''r/ .
/' r _ •/ r J �� ,/ \ r ` \!� r` \./ i `ti"~ 1� '\ `, r. `\ �:� S .ems `\ _ �J
11�<,,/�, .,
�: f \.. , r J h /?'. �.• /\ r 1. . 1^ -",,,,'\ r r/\,? ; / y/' j %,
\��\,\ I X ,, I
11
,\, /\\- :fir /\. \// \ /./ i ,� %/y 1 /
•-•�••-_._ �, `w1\` �.\ `� r ram_.._....., -- '\\ .� `':(.. \ �� ,- Z i• , ' 4.
!
\\ � `� ` ,\r �� 1,,_" '^-.....y\ •f� _ - �� \\,\ - -f J; - -.\�\ `, `' •r•.�,__ _f- / : �f�^ 4�.._._ I r'rf ,'i__V �,,...
7
__-.----,.
__
, / ._
,�_- :
t 11
-1-- \ \
/ /.:
iii
N / I
`.\ '\ \. \` \` i` i ! _ /1 !� �___` y+.✓''�. �.� "i Jr \7 ? /` rr --- , .-_ �'`� ---"-. 11 h;� :=sC 7 J' r'- ``\ , ! \ _..0 '`\
I
\ \% : j I ! / �� - rL �\``\ .� �\ � r^, , .rs.� ..r..}.-t,t^+,.,. .'.�."�, `._, - r .'#'r..,-s-�i,;,k� _ r \ �" _/ ---
_ I i i r ,, /%/� _ _ ��<�_ r• ,ram1.. `, \• i. \ _ .,.".�"`•`\ •S e2 y -,i'' F �_." i Z S
\ t i i ✓' I ay N \t 1/ 1ttt;;s�JrLry sue. f `\. `'",, �\��� =i t}_x f"��:. ��'Srr i�
i 'i /i lr �_-.eft- _ _ `.� �I'f < ' - ,. \t i t .,�` ' '• .:::' '�```'.q,\.-•r"�' •n mow:�[ 3� t^';' `\
i _ _ _ _ _ _ \� _ �...� . l`. 1
I
11
„ i 'J / / ¢:i-'+e7'.• .;` �� _ s:.. \ `\ 'i .s.:F:.-:x:ivF.,,,yx' _;..,__ "--•`" „•.-i3'- :w't _,_
rfe
x fe
- �=� _ it�'.. , .;.. w __ ." :a a. ra - ::
% ! 'Ir / - « 'r �'_ �\ r- ".r'", _ `•ti.' ``•�._ �`r,�`-ys ' 1=; y��' �+�53,•"Y,,,,t:�}y. ,_...__._ Iu \
/ ,f _ �".. ~ '` \ ;�•'� ter= ,-� �: ��.-`_..:`�- µ .lC7ir, -;-:': '•. - �lE .<:t�i;:.":-F'
/"' % /• t j '</ -':I r, -� " :y.....:...\ \ \-"'•�� %.-•'"J /,,.. .�•^::,.�- \•�.-.,� .'`.•�.' •� ':ti•..�M \ '\ \ _-,r�:: ,-,% j,
d/= _ / -� �-_� _ �: \ ..-'' ~-. - -:- =fr-='--ate - -
It
A
I' f / J/r ry" \�\�� `�. , � ``` �" "-... _� `, \\:` `\ = 1... - 1 _ - ���IlHlfllljji
I i 3 % fr._.._^r .�-t. f. r " - \."i �I ���` ,_w i`• `\�• \` \•\ `\, _ .;•,t•T••... - 7 . /` » _. •.__.._ y"`\\ `� `\ ��1, .(�1�.
I r/ /r /'' ^� _ '�I r. ,F:: �� r ~`� �\`'� '\`\�\ ;� sa_ c - ! "W r -`:1 �-~^J� „� \ � Y/r���I
/i I / / / r . i I r i. r 1 I �; \' `\\ {x' r •ram 1 I... ' /�' _ �r \ \ •
i, / % !•,/r J '�,."_"< t ; {i 1 k 3 1 i F \, , , \ \ \ ,\ .l' _ '...1..2`;��=,:r�`t_ ' ! \ a A}
J r / IO' "/ r J r is +i�•w".; ,i i, �""- \\ :i t :_ 3l'-L.:.:.� Sc'•-ti '`� -.,,..••^ter," -. _- �� �I
•/ ' �i'`, % / _ •f :+'�'- +\�+ ,` r " „- ._._ - .��...�., �`.\ L•i• 'r i .r,`"�- •.r;-:•i'„!• .:'ry[[. Ei-�; i/ts /' 111YYY to d r
�#,..w \ \`\� _ /
! /' L _ -----'^ _ -:� ' C1 ( „l _" it i
_ -
\ \. � 'I : ill
\ t ! .` -�>.,��2. � �T''h _- _- �»,,,.,,ten_,_` -ti _,�' �`� L ll � _ '/-__ t,\ 11
tc
- i•!•7_ ..«7•- ..w'•qg�t••:>. '�/="�' �!t' - '�'� ti. .,�•.,, •�•• •�' :ti..•' \ O I i E i l,_ .;�•-` `�., \`\ ._„-{'••' .:i;� ,...- - .._,,. f
_ '\ '', ` \ ?;•- Y" F r _ _ r"�-sus eta. j{ „� , ` '� �t'. ` I1 '-:. \\\- es^. i •^.`.
-•,` 'w, _ - \ \\ \, r E,;,�: S+3;ki;-1.�" = '�,. " y�r1 y �`�' `,``\.`' ."\. `"tip- ,`�`r' •a..`._,`� f�.�._•n` \, r� t€
,�` •\ / \ ! S _ -s. ,y:`� ...,r- _ I' i�_.' " `_:�:` :`w,:�,'`•'' ..,. �... �s �, +\•k; °FY.;,,r` �w,•':-e` � e� ` 1' F t
`\\...-.y, / \ _a_F i '�r.,,' 'Y •'r��+. ^_• '-1TA•,�(z•..r_'":r•_..� - �:� �''c� i' q�� a.;w \ ,,\. <�'-; :i' ,l i S _�.•,':i ". `', } ''
io.
114=
._. '�,I `Q1t ,s<' „"b.' r-x •-•: •' `T' -:. �"' ia�tr;J,...'"_' .IJ•^•' ,}t ``,:, •y�,�` `.y`,, ..'' Y"' 't /I -...^
r. .
1�00:_�i i T<x---- s.q ",�.:i i--• -3 F <� r�_ •+••c�5 '\`; �` ��`' ,,`'�.` �,''.�. I i, •t i= •� -{K '\ s r
_ "�-[ - - :i'.:xf'_ r 1 1�,_ :' _ .\ .` 1 :!l •'!i-i 1 !_ - � F i I/ f/ "
I _
i'R^' ,<if-.•-'`-_\ /•t J ! i \\ '.'���t - - :' �.,T_^-•'' ,•_ - .\ �. 't•,tt I t. j.L�:: _ / j f'• T
^'." f �.� "y� ' % \ \ -r '. _ _ l t z ,\.`\ t �� ti \', `" ^_ 1 1 t r! f,, - (/ I
r...-.- ........«T- ..r' / _ J" .\ ,3=c: t..,,<< " " . ``', \`. ti. - _ _ ._r.� i' i, 'S�•7.!;' / 7r, f Jam' r''r r' -r
"'^�\, ./ r •- l.-,.<iAJ \ '\ �- ��, .E.^''._ e ^r' ;v--"_ ` '- ti�w,• ,\;• _ -�-!--�
/r, i .r :. i J j
1+w.... ......� _O' ,/ ` _ ",�,: \ .\ \ti:-. \`,'�S• .,��:?w.; ,-�,�•- ''°;«. - �� ti•\ _ _^. ry :�.✓///` f'.r1f j f J; \ J' / f` , !� r/'`
11 Y �iO \\� �� rs tr\ ;k_ *� ;'�, ``� _ •- . - - % i,'/, fI x \ / i " , ;' sir
- �._ r ,♦ \ \ \\ �`=�> -'r.r i�t �'',_ `.^-.. __ -�- �� w.'_- _ �J� iJ� .:}' 4� \fir E :rI=` .-- / / /.
�,.. - _..-_______._._��`-�. ��77��++�r \± \ \ \^ rtF' a a s 1„' _ - _ _ .- _ -" -�/ / _ _IZ . `\-_ \ / / r
qJ----•�.- - -'-- - ;_ GSJLJ- ,nr}'� i"5t.3, :;j'L EELS \\ \ \\� �`, f}'''')� =:F._ ''3:,i=Y ' , :�1+:.:.�� - _ _ ,_. - - - - -ri " ;, •\ '-% --' f/' �/'�
IF _ ...- y�l�- \. +..G•d4. '"' \ \\ \ `\` Ld �• •.. -< r"�L. _",.•L: _ ��.`- '-� - _ - i �r{e'."'1:� - \` ' / rrr
- " , ``♦N. \ \\, `` ` `',`. •n..?7[._„ ,l j �• � :.-7i Y�'�T.. 'i - E'7d?" 4:'r -mac..'.. J :1 �T r•,"• \ \ •J / /" - ._".�
-. _ �... i�..e��.l. fix. \, �•. '_ :•nL•... 't�: fir• _ «v' _ \ \ 1 /
�-
�....<.
».: ••� \ '-^-,tee. r:`a_.tirY _f w:' ...s.... ,- .� +.�1c�"�- ,-,ti' \ 'r•, r!/ /
- -:s _-"
�+ :. �.�,� K
i s �'\ """`" Ui1 ` ``• \\ ,\ �i�, z."""•,.:r . .:-, ;..., °<'•". 4F3 ;,!'r.''' K.i�.'s:�'-7''^r- .,, -� •3e•awl',`�'r r-''.• - _ Wiz- `�\ 1, '� '// �Y
1.
PWT
NN
'r -.�_ ._. »�\ ,i ;1 \ '' ..// l ,f :„ y ,^,�'�--� .y' ..-s z"Y�, -'i'^. sp""=t_-'-... -i ' \ . �'i i {/ /
'\•,•..�.Y_r••� -. x"•'�" /�-.t mow.- �'"/ \ ' r �•' �•t / ,,. £ /r'
7.
f'
\ % „� _ _
- <_ r-i, `\ r r -, - ---�:� -�� "Zn,.`rr».N �'�...::i�'ttT.: �• �lY:_•- ,�, i i ! f J, i
11
�.j�"`-� �, .ir.� - .�I,.w���'' `Z �' Jr iR7{} ' / r ! / _ ..r is
\ \\ .v -» r crW.!► err t. ` S,l iiJ.� n• - r� �L.
\ \ / ;
I -__ - I L 7,___', - \` _ 1 i
k •/'

i
RISER VIA.
12 GAUGE 4 X 4 OR 2 X A WEI..DED WIRE
140OKED INTO PREFORMED CHANNELS ON
METAL POST OR FASTENED TO WOOD POST
BARREL DlA,
W/ NO, 5 STAPLES. 16,
ULTRAVIOLET RE515'('ANT GEOTE XTILI= FABRIC
OR I WUIVALENT SECURED TO WIRE W/ METAL CLIPS OR WIRE AT So ON CENTER. EXIST. I�, 3000 Psi CONCRETE (I/2 C.Y,)
GRADE I
°I LEVELHEIGF#T. ! � -TRAVEL 2.6 x 2arR DIA.
REMOVE SEDIMENT WHEN TN1 I-WE. 1� C
3� RAE.A HED OR AS DIRECTED BY THE CC�NSER- 3 � �_ SLIRFAC
MIN DEPT'N= 3.01 `� BERM ANTI -FLOTA�'•I oN SL4_CK DETA I L
CAP) NOT TO SCALE
- SHEET DRAINAGE ONLY. 3 3 1 3
_ ..
NATURAL GRADE.
CARRY b TO 12 INCHES OF FABRIC INTO TRENCH
COVER W! 501L, TAMP AND BACKFILL.
X' GENCY SPILLWAY ELEVATION
CARRY 6' OF WIRE INTO TRENCH.
I8' 11 II Ik II INCI AL SPILLWAY EL.EV, r_� 3 ANTI-55 �
METAL, OR an x 4° TREATED WOOD OR cIr©AR �PIC L CUT/FILL RDA D S ECT I DN A -� ACOLLARS
! .. POSTS AT 10 O.C. MAX. WOOD POSTS MUST NOT TO SCALE AE' D�All °HIS SHE i TAI DETAIL- � E
Ti♦19 SHF�
Be 2' DEEP MINIMUM. RISER DIA. $AARREL
NOTE
I-�--I �PC� �OUTLET
SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
OR D 7IN AREAS
OF LCON CONCENTRATED FLOWS (CREEKS, rC� AN E DETAIL
- T B BARREL L NGTI4 5EE T4 15
PROTECTION
ES
DETA
(SEE DETAIL -- THI�a SFIEEI)
12' MIN. _j
SECTION THRU PRINCIPAL SPILLWAY
INSTALL GQLLAR WI
CCiRUGATI0N$ VERTICM- G1�1N
I
'A' I N ASIN AI
SILT FENCE DETAIL PIPE C.D. NOT TO SCALE
NOT TO SCALE aiW1m13O1H Tom_
1 91jUTTED
CORRUGATE) METAL FOR I1' 01 TACED S
WELDED TO CENIWR BAND
8 O.G.
2'
SECTION 5--5 d STRUCTURE PRINCIPAL RISER DIA. BARREL DIA. BARREL INLET BARREL OUTLET BARREL LENGTH EMERGENCY SPILLWAY EMERGENCY SPILLWAY MAX. WATER SURFACE
ID. SPILLWAY ELM (INCHES) (INCHES) ELEVATION ELEVATION (FEET) ELEVATION LENGTH (FEET) ELEV. (FEET)
�'RE5�iURE REL#Tr.F
HGLES 1/2" DIA. ,A•
V � O a C INIJOk1
n o M3-5131 227.a 36 24 222.a 219,a 70 22s.0 20.0 229.s0
A II A LLAR TO a!r aP SA!'fl» GAUGE AS t##E PEPS WITH M3--S92 231.0 24 18 228.0 222.0 80 232.0 20.0 232.43
I+�FlICN IT 15 USED. Ty1p SF�CTIOAIS At03 I3 M3-S63 230.0 36 24 225.0 224.5 55 231.0 20.0 231.19
I EM�T+I IPE AND WNN IcT�G aaNM SML '�' M4--S81 219.0 24 18 212.0 211.8 80 220.0 20.0 221.38
0 0 B� TLONWITO ASPE•IA1.T MASTIC AT 1VE 71ME OF M4-SB2 225.0 24 18 222.0 220.0. 50 226.0 20.0 226.71
S. F.ACN COLLAR +ALL_BE FLJRNIE.TA W1TI1 TWO M5-SB1 225.0 36 24 222.0 221.0 50 226.0 30.0 227.44
PLAN 01caNNWN?N?4 COOLLSAR TO PPIIPE. � M5-SB2 231.0 24 18 228.0 226.0 60 232.0 20.0 232.24
Y
ELEVA`I"ION OP UNA55EMBLED COLk-+R M6-SI31 219.0 36 24 216.0 212.0 90 220.0 20.0 221.12
�1.5 x RISER DIA. I
TACKNE 16° G w 12' FOR 36' BARREL
ALL AROUND C w fps FOR 24' BARREL. NOTE: PROVIDE GROUND COVER FOR EACH
s MIN. Vol A . 3' FOR 36' BARREL BASIN PER SEEDING SCHEDULE ON SHEET 12
A w 30' FOR 24' BARREL
#6 x 12'
SPACE DA SUPPORT BAR 51ZE
(TYPICAL) 1 (1* REPAR MIN.) �Ei-�1 N � T Br"'lS I N ti.JCF'TEDVL
RISER DIA.--}I ISOMETRIC NOT TO SCALE
SECTION A-A
NOTFSi
1. TOP 15 14 GAUGE CORRUGATED METAL OR 1/8" 5TF:El- PLATE. PRE55URE REL.II-F HOLES MAY BE OMITTED, D[� f� /�
IF ENDSENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN TOP ,S ATTACHED. C f�l\U TJ�"1 D _ 1►AL N I -S COLLAR DETAIL I L
2. CYLINDER IS IG, GAUGE CORRUGATED METAL PIPE OR FABRICATED FROM Vaal STEEL PLATE.
B. THE CYLINDER MUST BE FIRMLY F'A5"T'ENED TO THE TOP OF THE RISER. NOT TO SCALE
4. SUPPORT- BARS ARE WELDED TO THE TOT' OF THE R15ER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER-
ANTI -Ve"MIEX T ASH RACEDE A I L
NOT TO SCALE
A. BURY THE TOP END OF THE JUTE 5TRIP5 IN A
TRENCH 4 INCHES OR MORE IN DEPTH.La NOTE. INSTALL JUTE LINING OVER MULCH
IN TEMPORARY SWALES TO FDRI'I A
1� _ __-_=__,t''' STRAW K/ NET UNINta.
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE I� MIN '
I /
Do w � st 111 � t
OETIIET PIPE FES STONE LINING IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY SLOPE 2.1 �O
CLILS5Is{GA'iION NOT TO EXCEED 5% (HIGH VELOCITIES RESULT). MAX -� BS TAMP TH£ TRENCH FULL OF 501L. TAMPED £3AGKF
SECURE WIT#-1 A Row OF 5TAPLE5,
FES NATURAL GROUNDINCHES1} •., ;�. d '/ �" ram " .�
y
It1 INCH SPACING, 4 /rr+/.......... g Jr' ✓
COMPACTION OF ALL FILL IS REQUIRED. 1 - J -
a, MACHINE COAL __ ,,r'.'
R C � DOwHI I=ROI'I TRE1+tCH ----- ) �, •r./+.J:::,.:;./, a
OR FILL O UT 1 w r,r / /+..r., /J,$:, �`�
0lf1fET PIPE
1 /'•� �Q
........................ .....
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORM WATER _ u
PLAN SECTION INTO A SEDIMENT CONTROL DEVICE MUST HE INSTALLED PRIOR TO SLOPES __ -__ .,///,+. .,,,,
- •^w.�„`^•'�c„i,`"`^�w ii'i......�i////,I/'!Ili./ill
COMPACTED FILL - •* • ri�iaiiiiirril+J it iJ
•� ' - ~h., �hA'.an I....................../%f
CLEARING AND GRUBBING OF THE AREA (OR 1N CONJUNCTION � ,,,w„ ,,,„„�/+,, ,
i,.riii�/+.r/++++/.r.+,./iiririr�rir:!/rli ..y�ryyn'""" 2 INCH OVERLAP
/. . .......J,�r,rr//�+i...+,+r ,n+"0
WITHTHIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS
g� ................., ,J/./. ,.,,,
tn.. `"'w '"". Siv. iiiiiiii:`f'.S.SS.S:::.::;.:'It...: . �- OF JUTE STRIPS
p T�� �p Z� W DEPTH RIPRAP ARE INSTALLED IS EACH CRITICAL POINT IS REACHED), dw � /r+ /......., „ Jm�" WHERE Two OR
�! t`` r �y�. .ry '!I'?° �IIEV �L C. OVERLAP -^ BURY UPPER END OF ^., '"h ir.$i'r:`+.Siiii/�r/ ".. f�'+" i..' ;r `, w
(IN.) (I�.} {�.} (IN.) VLJiJsI�cA!IoN LOWER STRIP AS IN 'A' AND � '•�w� '• + J+ /+, /fr.J.r r,r ,:r;i;.. e
iiiiii.r/,r/,+/r//,////r. irr/i> r„/Jr,r.�,r MORE STRIP AIDTHS ARE
iir,/r...................... rrr,//u/r...J.,
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY - _ _ __ �°°- ';5;;:'s:.,:".;:':";;f;'"+,; + '•' /d' ` "�'
OVERLAP END OF Top STRIP �y1 _ M•r4 ; .. +• r.r+r/....r.itL
JrJ/,,.,r y A� ARE REQUIRED. STAPLES
A AND STAPLE. ..'- S., ,,.., , iiiiiiiii�ir ............
/,.r
24 GLASS ---- ----- rriiiii,iiii,+++rrrrr..r.iiiii:iiiii::ii ON 31 TO 41 CENTERS.
J CONSTRUCTION OPERATlE3NS. � I- rr� { :.:.:,`------ _- N`•'w n� ,.,;5S; ;55.,..rr......r.,.,,,..................r/1.............
M3-SB1 24 21 23 - __ ------_-- „sJ r ...............y
M3-SB2 18 12 6.5 16 CLASS 1 ,"+............................................. �n
c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE .. ; ; ... + , +
•• «" '.:" + i.p, / ../w .......J.J.I...... NA
M3-SB3 24 11.5 13.5 11 GLASS 1 ......
,s .. . .,,s,,..,, , ,
IN PLACED OVER 30 DAYS. rlI _ _ . � ' I
� � i,.i.rJ rrr ii,n.s ...............
r/iii/iiiiiiiiiiii iiii....
M4-SB1 24 22 23.5 32 CLASS 1 ...� ..+ , +
M4-$I32 24 18 19.5 19 CLASS 1 d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK 4 n i..,,
p I TCH w r/,+•rr+r,!r rJ.,./+r r,//++,/,r/r//
'/!%%'ii/i/i I'J,%r,//./II, /r.............rI<�/
Y'A!`iP£T7 E3ACICF �.a��n,4, '�'..,,y" r+rr,/J+/�r+/./+/+J/+./+!,/ ✓ /%+''' PLACE STAPLES
4.�' '4.� J/r/.Ilf//!///l+//!+„/.I.lr!//........... .%%' "
M5-5B1 24 21 23 22 CLASS 1 REPAIR AS NECESSARY. `�'� .,,J/,!./J.J,...,,,, .,,,,,/, pH,«^" f� 4 TO IO FEET
M5--S82 24 11 12.5 14 CLASS 1 36, MIN --_-___ �. ; ;,; ,,,,,,+.+,,.,,
"+' D•'' ti / i ...,...rr. 1,., r / +,..:a�r y APART.
(� !} ry ////I/I,+/+/I///+,ii/%.JI/,/l//!+//ii rJirJ/ J
19 21 24 CLASS 1 l FLOW elir/r
„ {'� X/ rJ i........... .............r......s+rJ
HR1 24 20 23 16 CLASS 1 rlr/r,r/J/,.J..
J!/l/J/,rl I J/e.1I
MB-SI31 24 = -- - �?" +�'� TYPICAL STAPLES
HR2 8 11 CLASS 1 l Lf- ; f R D. i Ra510N STOP - FOLD OF JUTE sic l r:
z B11I21E0 1N SILT TRENCH I AND NO, 8 GAUGE YVtR>
TAMPED, DOUBLE ROW OF
DOUBLE RO
HR3 18 9.5 11 9 CLASS 1
11 lr OF STAPL STAPLES.
HR4 18 9.5 11 9 CLASS 1
HR5 42 21.5 25 19 CLASS 1 OF TEMP 4 R A R Y {�I VE R I a N &
HR6 24 11.5 13.5 11 CLASS 1 Nam' OR I VIICKEB®dlKc OF Fs 2 FI�LTM STONE 1�RE� 1°
TEMPORARY
DIT�.H- DETAIL FOR STABILISING WATERWAYS KITH JUTE NETTING
HR7 18 9.5 11 9 CLASS 1 B DITCH,
NOT To SCALE
NOT TO SCALE
OUTLET PROTECTION DETAIL
NOT TO SCALE
+� �1 GAR '��i Triangle
SCALE SHEET NO.
i�eSItNEO TJW Brick Company DATE: 5/23/p0 HORIZONTAL:
o
a I MC McKM&0ZFM EROSION CONTROL #0, AS SHOWN
SEAL
Merry Oaks Mine #1 MGIT I��zO�. 570Di 1
x4��� DETAILS
P'E' cEl!"ttcln TJW ENGINEERS* PLANNERS�SURVEYORS VERTICAL:
DWG BILE #
WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA
i REVISED Plat LAND QUALITY CXA MEETS ` Renewal
REV.N(3. DESCt>sPi10Ns I�lciE `e � y�q� P. �,�`'~ to Q DATE PRa. T�Iw SiITHFf1 Lla,'NORTH CAROLINA
iSIO OF. 12

: SEEDING SCHEDULE FOR CL
STABILIZATION GRASS LEVEL PORTION
CREST AND CONTROL SECTION K47U r L
cRouHo
DATE TYPE PLANTING RATE • : i : t : i : l ; . 1 : 1 ; � ,
------------------------
-------------
MAR. W Ix mWr.
15 - MAY I5 PERRENNIAL SEED MIX 10 LBS/ACRE - FLOW f57 WASHED STONE 3f "nr cups 8 RIP-RAP
N.C. WILDLIFE RESCOURCE5 COMMIS510M
MAR. 1 - JUNE I SERICEA LESPEDEZA (SCARIFIED) 50 L55/ACRE -- -� -- -
174-AR. I - APR. Ira ADD TALL FESCUE OR 120 LBS/ACRE
M:AR• I - JUNE 30 ADD WEEPING LOVEGRA55 OR 10 L55/ACRI^ ram-- �
MAR. I - JUNE 30 ADD HULLED COMMON BERMUDAGRA5S 25 I_5S/ACRE � f I EXIT SECTOR w FABRIC
.J'-JNE I -- SEPT. I ***TALL FESCUE AND 120 LBS/ACRE BI=R
*#*5ROWNT0P MILLET OR 35 L135/ACRIE
***SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE APPROACH
SEPT. I - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFTOU)B5/ACRE CHANNEL NOTE-
NOV.
TALL FESCUE 120 L85/ACRE
NOV. I - MAR. I AND ABRUZZI RYE 25 LBS/ACRE NEITHER THE LOCATION NOR SECTION B - B
ALIGNMENT OF THE CONTROL_
SECTION HAS TO COINCIDE
SEEDING SCHEDULE FOR WITH THE CENTERLINE OF
SHOULDERS` SIDE DITCHES, SLOPES (MAX. 3:1) EMBANKMENT- THE DAM,
18'(IdIN)
NATURAL SPILLWAY LENGTH
GROUND
- i,ta„�t.l„
DATE TYPE PLANTING RATE
'1-vr..rl•vv 4caG'.4t.f ITWt,•,Inn:/MINYF/N,mA '^"�}♦
an
w Oi,•y„e.y Wav,x� ..fnx1.M•;.
AUG. 15 - NOV. I TALI. FESCUE 500 L BS/AGRE
NOV, I - MAR. I TALL FESCUE SW LBS/ACRE � 4 1C )
LTER 1�
4 ABRUZZI RYE 28 L$5fAGRE MA)i - 'MAR. I - APR. 15 TALL FESCUE 300 LBS/ACRE PLAN
r APR, 15 - JUN. 30 HULLED COMMON BERMUDAGRA55 25 L.AS/AGRI
JUL. I "- AUG. 15 TALL FESCUE AND 120 LB5/ACRE
*** SROWNtOP MILLET 35 LBS/AGRE
w ✓
*** OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE X - LENGTH OF
fY
WATER SURFAG EXIT CHANNEL
CONTROL EMERGENCY SPILLWAY WIDTH
SLOPES (3:1 TO 1.5:1) STAGE (HP) SECTION
MAR. 1 Y .JUN. I SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE � EXIT SECTOR SECTION A _ A
(MAR. 1 - APR. 15) ADD TALL FESCUE 120 L55/ACRI" MIN 2% 0 LEVEL Iw 1
(MAR. I - JUN. 30) OR ADD WEEPING LOVERGRASS 10 L55/AGRE OR GREATER
(MAR. I - JUN. 80) OR ADD HULLED COMMON BERMUDAGRA55 25 LBS/ACRE APPROACH A
JUN. I - SEP. I *** TALL FESCUE AND 120 LBS/ACRES
*** BROWNTOP MILLET 35 LBS/ACRE CHANNEL S "d
*** OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE PROFILE ALONG CENTERLINE Lao °
SEP. I - MAR. I 5ERICEA LIsSPED£ZA (UNHULLED - UNSCARIFIED) 70 L.B5/ACRE
AND TALL FESCUE 120 L35/AGRE
NOV. I - MAR. I ADD ABRUZZI RYE 25 LBS/ACRE `�' #57 WASHED STONE CLASS 9 RIP-RAP
,,. HP
SEEDING SCHEDULE FOR
REVEGETATION BENEFICIAL TO WILDLIFE (MINING AREA)
B �.
'Y B
DATE TYPE PLANTING RATE 1 3
w
FLOW - a
FEE. 1 - APR. 1 KOBE LESPEDEZA 20-40 LB5/ACRI
FEB. I - APR, k5 QR04ARD GFA55 15-25 LBSIACRE z
MAR. - APR. SHRUB LESPEDEZA 16 LDS/ACRE CROSS SECTION AT CONTROL SECTION �
MAR. - APR. SNITCHGRASS 6-8 L135/ACRE w
APR. - MAY BAHIA GRASS 26--35 LBS/ACRE
APR. 15 - JUN. 15 LOVEGRA55 4-5 LBS/ACRE EXCAVATED EMERGENCY SPILLWAY DETAIL r
CONSULT CONSERVATION ENGINEER, 8011- CONSERVATM SERVICE OR WILDLIFE BIOLOGIST FOR ADDITIONAL NOT TO SCALE j
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGE-
TATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING COMBINATIONS AND
SEEDING RATES ARE POSSIBLE.
*** TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION,DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT 55FORE MOWING,OT44ERWI5E Grading Notes PLAN
FESCUE MAY BE SHADED OUT. A
DO NOT USE SE1~ICEA LF-.5PI DEZA ON SEDIMENT BASINS OR SEDIMENR TRAPS. 1. Initiate erosion control 5egvence before beginning
clearing and grading operations.
2. Grading areas to be cleared of all vegetation. Protect WnEl PROVIDE GROUND COVER FOR EACI4 TRAP
PER SEEDING SCHI_DLE ON 5HEET 12
vegetation beyond grading limits.
Seedbed Preparation 3. Strip topsail to full depth in areas to be graded and
stockpile. TYPICAL TEMPORARY !SEDIMENT
Ir CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE, 4. Compact ail fill areas to 95% of maximum density. TRAP
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. NOT TO SCALE
S. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER 055TRUCTIONS LEAVING SURFACE 5. All banks and Swale Side slopes shall be graded
4. APP Y AE��GRiGUIL. USR.MA�LI E,NF'ERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX with no greater than 3:1 Slopes.
NEILEENAN 5, CONTINUE SOIL
WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 6. All areas are to be graded so that no areas Of
15 PREPARED 4 TO 6 INC14ES DEEP. standing water occur.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
7. MQ CH IMMEDIATELYIMMEDIATE Y AFTER SEEDING AND PMENT OR CULTIPACK AFTER ANCHORMULCH. 7. Proposed Spot elevations are Shown at finished
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS. WITHIN grade.
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60S DAMAGED
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. STRUCTURE EMERGENCY SPILLWAY EMERGENCY SPILLWAY MAX. WATER SURFACE
q. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION 8. Operator shall field verify existing topography in 1D. ELEVATION LENGTH (FEET) ELEV. (FEET)
AFTER PERMANENT COVER 15 ESTABLISHED. relation to the proposed grades to. ensure .drainage
* APPLYs AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS in the directions indicated on .the plan. M3-TB1 232.0 10.0 23
FERTILIZER - 1000 L5S/ACRE (10-10-10) 56
M4'�1 2 •0 1Q.D 232..56
5UPERPH05PHATE - 500 LB5/AGRE (20X)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) q. On site benchmark to be provided by engineer. M4-TB2 226.5 6.0 227.02
ANCi-TOR - ASPHALT EMULSION AT 450 GAL./ACRE
1N5-TB1 242.5 8.0 243.14
M6-181 221.0 20.0 221.55 ,f
Construction sequence M6-TB2 226,5 8,0 227.12
R-T61 225.5 8.0 226.04
EXISTING SLOPE
I} OBTAIN GRADING PERMIT. � HEIGHT AND WIDTH DETERMINED BY R--T82 254.5 10.0 255.31
2) CONTRACTOR IS TO INSTALL TEMPORARY GRAVEL CONSTRUCTION PAD � �� EXISTING TOPOGRAPHY AND R-TB3 236.5 8.0 237.39 i
SEDIMENT BASINS, `'GILT FENCE DIVERSION f VARIES / r��V` SEDIMENT STORAGE REQUIRED. R-T84 228.5 6.0 228.78
APPROVED ES PLAN TEMPORAR�OME�ASURES MEASURES
BE INSOTNALLE ACID a /,c KEY RIP RAP INTO THE DAM R-TB5 242.5 6.0 242.74
INSPECTED BY LAND QUALITY SECTION (STATE) FOR COMPLIANCE FOR STABILIZATION.
PRIOR TO ANY LAND DISTURBING ACTIVITY. #� RIP RAP
\ KEYED RIP RAP
3) OBTAIN CERTIFICATE OF COMPLIANCE TN OUG H ON-SITEINSPECTION .
BY ENVIRONMENTAL INSPECTOR. 1/2
'-1' NOTE PROVIDE GROUND COVER FOR EACH
4 PROCEED WITH GRADING. #5 WASHED STONE ✓ ::: - to
BASIN PER SEEDING SCHEDULE ON SHEET 12.
A O SLOPES ASCONSTRUCTION ` Ada\�`� �r\ •`��' f` f�/`• �.\'��j l 5 WASHED STONE
a
IK
5 MAINTAIN DIVERSIONS. T T PS OF FILL PE
PROCEED5. CLEAN SEDIMENT BASINS ONCE SEDIMENT LEVEL REACHES !, /�l�/\I %` \� ::.: ::;% 1MAX
FRONT VIEW ::.«<a '
HALF CAPACITY.
M
C.) SEED AND MULCH DENUDED AREAS WITHIN THIRTY (15) DAYS AFTER EXISTING SLOPE / M O A SEDIMENT t NTRAP- -SCHEDULE
FINISHED GRADES ARE ESTABLISHED. �1 v( \�\,\j� ` �'�/ i F r. NOT To SCALE f
7) MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT" ROCK CHECK DAI I VARIES
GROUND COVER IS ESTABLISHED. NOT TO SCALE
8) REQUEST FINAL APPROVAL BY ENVIRONMENTAL INSPECTOR. SIDE V�Ew
q) REMOVE SOIL ER05ION CONTROL MEASURES AND STABILIZE THESE
AREAS.
P�r�
Triangle Brick CompanySCALE SHEET No.
OFS:S/� DE9IGNkD TJW DATE: 5/23�oO
nRAwrt MC Mq<UA&CMEM HORIZONTAL:
9EAi. � _ � EROSION CONTROL
24642 _ P.E Oaks .Mine #1 L MCE PROD. #07570014 AS SHOWN
CNECKM TJW ENGINEERS• PLANNERS•SURVEYORS12
1 REMSW, PER ME;QUALM COMMINTS 9/29/00 � � M MLMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA DETAILS DWG FILE # VERTICAL:
�.,
REVNo. oe5c 5 D S� . aATr~ �'��A� R•� "�, o � � DATE PRa.I. Imo. TJW SMIMFII=LD, NORTH CAROLINA Renewal
REA0F: 12

;.yef
aag {i.
i
"% RA E2
INf
Ir 1no
r x�
z .
q, - -
1.4
r' `4
tiC �:r yi lk1 ffi3r:p ' ,gA:3 C - 4;5 ,Y
294 King Road
Moncure, North Carolina 27559
MINING P1 AN R
GREENSBORO NCDENR SUBMITTAL - MARCH 23 , 2011
0 MEBME
• DURHAM 401
4
CHAPEL HILL 40 540 JACOBS DRAWING INDEX
5 sa (RENEWAL PLANS ONLY)
CAW 440 264 Sheet Number Sheet Title
15 UGH
EX C-0.0 COVER SHEET
501 • C-MP.01 M-6 MINING PLAN
1 HOLLY SPRING C#YiON C-EP.01 M-6 EROSION CONTROL PLAN
MERRY OAKS 5
S�
C-ED.01 EROSION CONTROL DETAIL
uauAY_vARINA. 70S
PROJECT s5
LOCATION 4t71 40
0 SANFORD McKIM & CREED DRAWING INDEX
(PREVIOUSLY PERMITTED)
Sheet Number Sheet Title
---N—
2 OVERALL PROPOSED MINING-PLM
4 �3y
LOCATIONAREA MAP
SCALE: N.T.S N O�
OLD
SANFORD
' � _ ,
APEX
1
y KING ROAD (SR 19t1)
TRIANGLE BRICK fr
Ra
x
a
w g PROJECT R ISIONS
REVISIONDESCRIPTION DATE BY
NO.Q.
w B SUBMITTED FOR P MIT 10/20/11 TSK
f
VICINITY MAP �,''�t'� CA,
SEAL
22202
NC LICENSE # F-0287Ln
00 111 CORNING ROAD
SUITE 200,CARY, NC 27518
m PHONE:[phone],FAX:[phone]
CONTACT:THOMAS.WAINWRIGHT@JACOSS-COM

,�.I1.�i./I;"",I.......I"',,1'v'I1,"1�..I1I�-.�:..,....l�-,-/.,�.�,-�,.,.I�1 1:�I/�I\l..,�,,�.�\1,.,_.\.1,"Y,�I�.,I��-\�"I-I,,I qI,
!— ,�/,,���.,/I,1.­,,-,I,"I-...,1,�f;-�1;1,,..I�./",1,!�:I.,
/ \ �1-."1�,-_...�--1_,-1,­�.\11
,-"_L1­,,,1_"-./_.1--��>,_
\.\I/.�,1.�.,-,/_�-I'/.'--.11V­�',I1,.k�
. ... ._I�I..1.,--..-.I)._.�I--I��I��,.II,'r.I I I 1I-II_�I�I.I"II._.�I�I I.I I LI I_,..�I,��I.,I..1..I I-..I�,�I�...I.�._I I.,II 1I.,..I(�I I.:":...�I�,-..,.)�".I�_I,,'1..,'.�,..\.-�..I%I,'-�I11/_,..I"...1I,.,,I.I1"I�
'._..I,.'.1I,.�....I-I I,I.�.,...:;_�..:
/...W�"1.I....�I1-.��.­-,����1�..I-.-,.,:I.i/1��.I�,."..II.1I/\�I.'I,.,./1;I.1....I�1"�:..,�.I:...
.:"�'.".��,_I1.�.\.,._�"�.-.___I.III_._-_"I-\I-..."1"'II.�,II.I I�..,,I�I1-,,�.�I_,�L..�1!`",I.,I�,I/..,I,II IF!�-I"�,.�../1 I�_.'—..�."..�1I�..,.,,L.—I-..."��,��k;1I/I�.1 II 1,-1,�IL 1"�
.%­�,,1I.''I,I/'.jI 1��-��,"I,,�.I.1�.�,I,j".,,.",/.I I II,­,..l�1'\�I�...,1I.,I�I._.���I e�-:,I'k".'/",*".",/1,'',,,".,�...I.(,.l.-1�/L1.../.�.l.,�,_..,I
II.7_..1\N_�,.,..I,z"_XT�1./2 1I j'I�j....
1�,I�1.'�-,..'"1..,.___,�.�,_�"
i,-I'"I�,I I"I.�1�.I 1�;.�/I/_,�I...__--I'.�_­1.'1"-�,-,,�I-,,,/\.,-;I­�I��-I_4,-1 I,,,=.X�,",­I*`�,.I."--,-,�....��I_._".-.-�z-".-�..��:--/­1'I,1",,."..z.,./_�I,...—I/,_1�z.�.,--—._-;f1I',..",I..:I�".1-­�...I,�I.-�_I-,.,%_.-.I'-.1_,.�,.1.-,,,­­-/.�I�II,­I__,/"_,III�"�­I./—�4,��_,-I6,.-/.,�_"­,"-I't-1II...,,.,,-._,,.,,-1/,).".I I I.—._-,_.A 1_p=._1'._.1II,.."/"..4 1_,,_,..�_..,.-..I.,�I�.,1.�,,..."1._—.­..I.I..I 1./,.1,A 1,..I-.I'�.I�-.-�"/4..=I;..w.".,�I�I.-.,1"��­7 1..-',,..'�/4'1'`,�1��.­=/9�-.�IrI,�,'-—..�ZI.I..-1'-­=,.,�1-,,.���/�/,I-,,1-,-I,�,,.,'�=�II/,,�I I,-I._�I,,"/I.�I,,....I-�-��./,I.'.,I.--.1I1IL_"=�Z'I-,-.1,..l.I,.�o-I­.C�_-..-,'.I,,/-:,w1-,.I.=—_;/._11,.II,4,:.I
­._.'1-_�.1--,...=I.....-,�—I.1�1..."...,1!,\�1.1.LI./.=.­',,I....1',.1�.I..,.1��,,,I.�_t"_1 I..-I�-I I�1=/_�11./—"�..-I i.�1,I.I,-_­,-I.�.__I.'.!
".,1.L-,.�.­1-*,,I_"�1,�-�_-I­"',I�I-:_-IX,,,�,,-1,�,,-,.'_.L�"_�-.II I>"',.I,,.'I.,-_�".I1.,-.I 1
.,�,1�,,��,­�I.--I�I,
'�I I�..X,1-.I"4.,I.,-I-."._I-I�0_�,_.-,"2-,I?_1_�"__.,,-I/I�%��._II",6__I,,I-.,_1_..,,,_y.,L.,/.,,,�_0.�.'1.­I,,,\/,,,,'1 I
",,"',,:I".-,'­..�,I"-1._,,1,-I�,,1*".-,_,1,�I\,I",—/_,.,­.1,1-�...­_1­1."�_11/\..1"_..11."/.,',,1-11-�_/1_1,�_.,.I.,4���'�—,�,I.,I"'--".-I_.,--_I
�.�I.1�.I/)�,.�,­/I I)�,,..­I\-,./.;:—".�x14/"-.�.=I./­.,,/-�.—,/.,._1I�_�.1.,'/1­.'-.."...,I�..I,_.."j..",/1_.-_1
.6-__-..I--_.1-.1"_-,_,-�1/_/
1-1­,"�,1 I,_'-_,1".
,\/1�X-..--,"_,�-1,%I�.L'I 1-­,,�,-_-'1_,_/"�.�-._"1�,�I-­.�_I 1'1/.,_,.-�_1­�."�—i,-_1.-�/�,"_.L_17-.-,Z��-_"1..�/.1�..,._\,.,-.Z­1"-�-.-I.1,.,-1-/�.'1.\/
.-.I1.—.
:'-I).-7�'1.�\1-.I..—-._,�-_,1—I..�,,/,/­�1_./�.�­�_1/.-.11 1'-,�­­I­.1�.-�I,.-.—�.1.1�.,-.."­
.-,/._�.­-_�-/\/,..,.-,�-_-_,,,."..-x-7,-1"_�­"1­-./---—,I".,,,1.­"�­\_���,'_-�-.I'"II1.'-.�­I-iiI/Il-I-,­-\�,­X.1;,/,I­1-..,1"-.�­�'.�1_"z�-/,'L,*�,_I/,,o-__,_I-"-,,_,,.,�___�.,:-:-I_.//,�,1�".i.�-.Z��,.1�(_._I1I,1;.l�",�-_-�1 IA e,­"�."l_,.-,--­1-..I.-,.-�.,..%�1.-I I,:.'..I"..-I/\-,
,-�"..-I-,,ZI.-1.1/-.i,,1 II1,1."­,\-.�I-I
/"7.,�-.,I-..>\�--1%,-.,x�,1,-­1 I,1I�-,,
11,I­_,,-.-_1 1,'­'t I:_.I,",d1I,_I,,41,_',..,,,_1-I 1i,�1-.�I:4��\L.I I/I,,�,,'.�_,I-���,.I,,
,��/.'Z,;-,,�l..,.�,I,,l,,,.II;-'./-��,._�:.,,I 1.�./",..�",f­/�",�,,,_,,'/�,,I-,��?1�-,-I.\�//._,1I�.
.'
1�C,1 x.\�-I,-.�/,N,I�I/-:.,,,...\,I_.I
.11,.1,-."\.,t"/,--,,,,.�1'.,/",,/I/,"�//'-\,I I�IV­�"1�I",../I�,-__'._I/'��--\."Z'1/\.__-.-z'.1-/I�-­I--­I/11..�.-­)�!1�,-"\I-/1
1/<—_L,��1L,I..'��,.',�
�.I""­.
.�'�1I_.I1_I 1 1,1
,�--I1 1 I"__/,
',"/.1 1I:_/�4­,,/1t 1_;.X\­1/-,__,�I./__�­�1,L
-,I 1'1,/�,IjI L x�1 I,1/I.-I..,/.I"
fII/f,1II l\.,-­1.
,,-1/..,1-,�-\,/�.1,,_.1_-�1/".L,I.,",.-/,I��:-..
I,,/...,,.z.,1;.,,-"l.I.',I/,�.-."�I.�i1 1'�1.I.'I11/,,.11,_.-I L,,.!.I.-./
-�,.,.;
"J 1-�Z.111_�I/1,1�*I,-�/,-­—//,��,;,­-I-'--,�-/�.-�-�L I�,I,_I L`,I!:1,/­\';-'.
-"/���",/1��I.,���1/,:"I.�,I_I.-­,�"_-�,--�IL­_.-,�'`-_
_-/-(�I­.,-I.-",._.,'I­--��I`I I�-"I-,II,=,./�
I�.-�U:�1,,/--I
,.\�/I,I�=;,--.",,\.I
l�,II-X��II,.-�-�-�.-_1:_,.-'�,-,_��1,,1-:/I,f�/��I_',.%,—,/I-
I,".
\'.'I-��-__�.I.-I./,:1l.
//
�\."_I-!,-1.'1,1�,-.I1-..'I/",��I-�
_.I_�7/1�-1-�-.1-I,._�-,,\,'1,"�.�,__.,�\���._`�I..IL,''.�I1;I­—.1,.I,-7 W
­\",I.�.,,_.I­.,I�­..-_11
_I 1�1--:,11—.,1--I-�.,-..'I.-,.,-­-"A."1'II�:
.,1"�;,-�,�­,-..�A
,..,�.1r,�,-.I,,.—�\/-:�I�I I�.,,,,_-.,",I.I--�,,I�......,,._.I-,,,..—1,_.,""�/�61�.��.�1"��.�,",,,-'""-_I,..1 1.'-�,1.;-II..I,.�-I..1`.
..,.-.I 1-',-..._...",.,I.11�1-.,-
i 1-\.�­-1\'1.._!:1..`1(.�,-1",_-
.,_,/,.�'_,.,�_.-.14,-_..�.-iI,Y f.I"
..,�I",.I,/X'��.V,".1­-
,��.�,,I�,/_-I I1,X 1�,I.",'I,
/ \ \
��
\ '� f '
1I
�_K--1 111'--
CE
.ri \ \.
\. i
/ L D
�kl
'' / / \ \ '\ i �' f\ \// /\J\\ \ \ s,``":...�,1'E
�,�",,..��-,,
�,S�I
,I,,
/`
�-I.,,F__,-�1
"._I�1�U--,�_,'-��1�,��,,:",,71�-1
,,,,,,­.�,,r,i-
,
I�.v,�_;­��H—%)
,��,�'����-_',,­
_.�,,0-111,C.,,��:4,,,,'.,
1��,
;
A9
I,:.
1,,I
:J,�_,I
,,M
I,!.�.��
�,-.�.����;9.,,
.
,,�,i'�'�,,,.,:
.
�\.��),'5�,,,N�­z�L...\-�kN
,i",!4.1�-1���O�1`'O�
�,
1 l\ \ / \ ,�2,"'�,�LB
�0��.-
,,,�,,....LL1���,
�,,S',,�li jg
\, \ \ \ ,,.��'
9
'�'A
",,7MJ`!�
.-'4'j.!�­
:�
\ i \ �\
,.'
\ \ \
/� \ \ OT NTIA LAN AR 1 \ EI
;
-.'.�
B�,,
�._4N.,,1'!.
1'���,,
,-y',:
_,��,,I!��1�.
"Z4
,_
'1��"-,
'1,,1�-SF�-
,A_4�1"'',,�.�:-�-­._
--���
,:-:--�
,,
_,-.:._;�',-
�1_­
',,:;,.
,.,
_-.:..
_�
,'"
-":�I.:,�.-
1'�­
�
:
:'
i � `'. \ '. / : �,;' f -\ / P E L WET D l=A
%\
\ \
/ ,, \ /' \ r' /" r
\ f
J ✓ 1, r
`�
,.. i \ \ �\ TOPSOIL STOCKPILE
\ / \
\ , `� \ \� NOS s��
v �: \ � r
I♦ L1M1TS OF DISTURBANCE
J
\ v x /" \ €NDIVIDUAL M NI G BOUNDARY G
\ \
\ --
f,
...
... _ '\
1 r-r. `\ z
c-- -' - -�� --. -' -_ __\ \ /''` 4 /�\ -» - - - EXISTING PROPERTY & MINING PERMIT BOUNDARY
..
5 ♦
/ .
`� ,. .. . �4 f/
--- � • -. __ __ \ ,... . f EX15TiNG CONTOURS ,
w
\ `,/fl. `\: ..... XISTING PONDS OR STREAMS
. _ . .- W M. ,.__. .,.,.. .. M.� E
...
., \
/ r ..q
294YKin Road
�„� 3 Mancure North Carolina 27559
a
�-► [ _ _t=--_ _ \ _ .. EXISTING TREE LINE
/ �---- _. _ _. _ r
.+►. _
....r. 2 s _
r "� r /'
5 -
--,-„• -_ r;-_� -._F.:-= -- client, ,, ,�-- - ____ \ gyp. \
_�-' _ .__ _ x ,
.. 7� -w
__ ,
_ - _ _ -- Zq<- EXISTING ROADS
i - - `\
.. / - ,
_ T 1
A -.._
_9 usrv..�. -
_' RANG
_..__. -- / ' EXISTING POWER EASEMENT
_4, --
,
-../ w _ . _ \ -_ -- 11, m -'7,., --- ter_ S sK i T FEN
_ ._ _ . ..
'_
/ v
_ -
_ -. ,, :. _� � CC)M PA
I r _ _ ry _
_µ ,
_ --
/:.'
-�-
e
'�, �"
! ; W
/ .' I 't, -"* RIANGLE BRICK COMPANY
-..;��I1,­&L".�1-...�I�1 A,../.,-—�L,-�
/ , / / /
; , . . / ``\ 6523 NO HWY 55
✓ / / r _.._
\/ : / ' --
._
i
;
/, //— // / _ s /
1 : • .�:... -. \,/! (TEHL]9 9.54A.796 3
\. ,
4
, /yf / s _ .;, f /
` ( AX
/� _ - .- --- q _/' 1 �� .\ ;,i civil engineer
".",I�I)I,.I 1 I,-I'III,�1,..I,/I.1,(.,
.,..,.�I�,.�',_I."..";'..j.,�...1--'..I�../,K...."�.,,�_1"I..-�I I"-'"'.._F�,",,...,II..!1.:.:.Lj,�II�.,I?"�,,I,.I".I./��1\�.,,1-�';,,.../,,I..-..I1,.1_�,,I E,..I­-.I.I',L,.1I-d-',�._I.�.1II,j 1_.ZI,�,�,/<I._,.I--I,,_I//.,I.���I��"-I I_'./��I I�,/.I�I_,,1,'1I.-_I,�-.�,,_�.���I,1...�I/��,,,,r.�,-I 1 III I.��x-.I.�\,'./�'.I._1 1/",.",­.I/',,/
I-1�,o..�-'.�-I/-.I.,.,.1111,I,�1,-I 1 4_.-I�..,..R I._'.�.I..._—..—I�,...I 1._'1-.."�..._.".�.,1..1"...�-.._.1I I....1..1-'I."_...I:..-_-_�-11.,._.,.,,.i-�l 1L.l.-1:.,--1:-i.-L­1��I-�\I I.1.-\,-—I,.I"I-�­-�.:,,___-I/'..._.�",I.I_.-_.........1.......,—.—,..
'I,I�-1I...\1-,1L 1 I-,1;��"�-.-�"�.,..1..."-,,:�L..,-1/,,I.,._,"..,_I:
-",­.-.''��I1,�.J,I,.I'I,,�,.,.I��,I-�-G--_.I I.1IL_,�...�I1..".,�.Z-1I.-n.,.,.....'I\_.,...�1I-I�I:,,�.,_H,,4:1�L�.,II,j'"I�..,O I 1,1,rI�',..,.'I-I"
�,1.—,,I��\I,U�,._-�.�,,�,�1,
-�..-`�.-.�,x�I k./\:I.-"""1,I,1II�I:1'_:­
I.�1,�,I./,"�.�_.\',I.V�-/-I-,-.�"/­.,�,F",;,I,�,�I,�,_".,,-.—I%.VI__"��,1....,,,-'_-I.,*.��-,1,':'1,I,/�1,.�,-­-�.iI,-.LI�I-
''" �-�-,
�"" �,��
-,.\I 1I.I.-.:._I;I_�/.�.-,,±,I:�II.—I,�\I-,�/_.X�..1._-/',-1I1-1-,�L"�I 1 1.�I_�--_.,,-II.I.�—I—:�I,IE--z 2,i--:...�-,1..-I\�.�_,_-I"­"\.-�/_.I.-I
T �._ -w __.._.
I1.,IIf',I-,I I;.�I,----.I\1//,/',1,,I,I,,,-I,I.?,.I1:`1,,I 1.,,�I�-,/.-.1-..�i.,,,.'._�-"�,-1",,�..-../,­.,�/I..1 1.,�,I..Ie-1-.�,..,I.�l,�,,...N-.�-,I.'"./I',,-,I:,�;­..�'I"I-.-,,",'1-,2�..���Y""'­.
�,�I.,'.-'�1.�I-,,7_f,.,-:-V-�,�I�"�..�,,/,..��I�"._"I\I.LI"�:I�</'1��1_.._.­.I­,-I,"�,I,�.1-,-,\1��-I.,�,I 1 1 I I_''.._.,�"-I..,,I�./,'I.-_-,,
-�.�III--,-.1.._1_—"-f:.�."�.�.-II"..I 1.I_II',,.f.�1�.­_­.�--.-1 I 1��-I�-Ip,-"..I.1-_.,��1kI..'..I__L.,,-�­.\�.."1-II.II..II�-...=-I—I,..�..I.._-.—_..,1­_,-.II 1.--�=1�.,\_,1._,..-1.i I,....—__,�S�.�I...I.-..I�_1 1......-_�-�w 1 j,�,f 1\/—II�I.1.,'..1�x,I 1�.1.I1 11..,\I.,_.1--I..I"..1..%1�'�..w.,n L�
.1,._.-..._.I.-�I�,I,I'L,.._-I—I�.��1"-1".,-I�.,-�I,,�zI.I 1II I�!,1',I_'-I,MI�I�I�.l,1..I 1��..,I­­-'�...-1,��I...­.,�.-_,�...'_..._�._N,-­I.*...=-Ill\;�I.1I,,­"_1"/.:...,'..I,I.=.II�-..It1.I1_,."-\.I1�I IIy.."I���I 1�.1
*VV/-,,.-.,1,._,--�1 I".�-11._��.­".I1_-`,-.I�,I��-_�_'I.-��I.�__�­`
"�_�II,.-(�'.-'�-­/­�,.I-t....,1...­..-,1-',_.�4\I",�­I.�1-I1.I I%1_1.:�._--.-,1_-,'".-_..��L\,"I-',±)4..,,,I,.�__�­II,�,#�.,-.k�._—,,-=.6­�1.--"_,I,I--.--_._I�_�._,,,�_"/,,.II��I-.I�1.I",,"-ILI*�_.'1-_-11,.L L_,''I_�1/!1,,-'-­�_L1'.�I 1
..�­�,-:.1111.1 1%",",I L,.",�I,j­�..,,_.\,!!11��'_,-­n�,;.��1.��11 I.,�
�.---,'I/�/I�!N­I\­-�I,;.!D./.�.-,-'Id.;�L.I
,,.'-.I4�,.0%,��I,,,,II:,�1,�1 1.�-�
"I.-��.I,I-',Z\,,_—,,z�e..=.-.1_�..-_-.I.'.,
-_,-..,1)II,I_"::.'.�z�"--1._�--1\..-.-.z.-­,:_1I(.-z"�\,-,"-���-�L'1,,__,\-,-�1_-/­I1.-.�.,_�.
­�.,..I,-/,�\-1
...—"-I/,.
-Z:=z.1/I 1",_I,,.__..
-1,_.1I-,-��1\�.�1/Ii..,�I,1 1-,--_�/I—1 r I11��1`7-�:I\,,/.I/-,I­I�1_.,—/_\/-1-1--I,----x`I..3;"I::III f/,-`.I.--"',X-I-�_I*;-II.'*'-".zI./���O.n,-,I;,,-�
��",,�1,,���,,--�I��1 L,��II.,"'-,L_I_-,','I"I�'.,.1 I.1��,`�I-";I�I 1�-.,-�_-..1 1.-''L-_"1­\l I./-_.-l-...'-Q..'1-�.,,,"�--,.I'�(.�-,/1.-r I_1,�­,.-.'",...,��1"4-,--�­i,.11-_L-''..'-i�.;.,�I�.­.I-1.—11_.�.,,I.I I�%-11\-1�1--�..1I,�-..-,.1��..I��-I-I,.-Ij 1"­-,I._1�1�,I��"I I_-.__.-�-1.,'.1
,',,�_��."�---,,-.%.,...�.1-�"-.�,-\­---­%1w-,1�,1,,,
/ W� _.�
I
(/ ..._.'_- __._.._.7 _�
,
4j
(51
A I� �. �\�. v .,� _ .,. ,. .. _ ,,^I `,. � -•,<. NC LICENSE#F-tJ287
\ \' , A, ,, 110 CORNING ROAD` 4 ` �
,\� v k // � ) __ ... - ". _.,. - ,` ,_ SUITE 2500,CARP,HC 27518
\ /, /„ \ \ , PHONE:919. OEl, 859.5151
_,
859 50 FA7C'819
\ // ,// u� CONTACT:[e-mail]
1 `
! / a ti �`
�',Q- _, /,J A
\ ,
/ \ `\ x ti,
, .
- �. r
,
_. _ �,.
�. _ N 1, v
\ ,3
, - ,
.
1
J �.
,
n-
y
l
t
a
,
% ✓
r
:
' i• i
:
/ r ) -/� ,
2 w
, .
J /
r i ,S
_
y
r ,./
:
,/
: ,
F
/! / /
-
/
•
�/
= r
/ / i / ,I- .
/ / /
,
/ ./.
l
. _..
,
,
/ '
—.
` / i .._,
�`__ e II •-" ! /
t
.. / .. '
r
., \ , . /, «,�..
--
1
•
4
1 .
.. .
/! 1 •e
,
f
, / . __
cry .-_
w �_ �,
, ;
:
, -4 + F
,
I,1
_-
II.-
_ . < '.► i
/
/ / s
J
(1
"-ia °
_ :
.
- / j - , :_ r " / FOR REV W N Y
:
-
` t
CONSTRUCTION
. _
-
.. _ / \ , \ - - _ ` r
:
.
r.. ...
{, a +
• r
\ _ A
. ,
\ i1
. ...,_
\ \ \ \ \, r /
.
.
s \ o 1
-' \ L_
� , ;�\ \ - _.
,
.. 3->
\ `�...
} o
\ \ \
i
\ ``
\
. ,
,
-
V0&�
:9�P Q6rI�
A..,�
�.A
. \ \ �.-
/ _
,� \, - � --�: 22 2
s
1 _ ,
, ,.. \ ;
_.. - _ ,
1
..I..,
,,---".-I I�,�I I_,.�
,I'I.I�"-
II
„ °`,I►
\ \ .- ;'
,, -,,,► �,,'�
v � *, vL:
1
y ,
1 A v I _ �` .p:�c,... i q V vvv
v ✓ ., _. . r �� r
4 •.
.- _ 1" ;�
....
. \ iI� fl
.. \ Z
.. yV - "
,
n m
--, ..,_
_. - v ti r - _ - r -
. -. _. _ .�
1 _ � -.y _, .. _ .r
_ .
4 \ ,
, ,
v �- _
,,, ,, .�.-,, � ,. _. ••� ,. `,�. �� _ _ .... � .. VERIFY SCALE
..
., _. .: :. .,. --_ .
( _
✓
` \ b
_._.
t !, 1 \ '� 1-' .
_ -
` - _.. -. .
i` \ \.1 ; \ " '' `'"` -" __---._. _r _ -- ..r `.''� - E INCH ON ORIGINAL
r
`,: � :. _- _ _. - � BAR IS ON
DRAWING. IF NOT 1 INCH ON
P VIEW
THIS SHEET, ADJUST SCALE
SCALE: 1"=60' ISSUE
MARK DATE DESCRIPTION
PROJECT NO: EIX10200
CAD FILE: C-MP.0I.DWG
SECTION A—A SECTION B -B
280 280 280 ------- --- - --280 DRAWN BY: ..
260 -- M
CHECKED BY: TJW QC BY: TJW
260 ------ -----_ �UlSTiNG R13C1ND,.- 260 SCALE: AS SHOWN
240 ^��
____ _ _ _
_-`- 240 _
240 _.___.__.I.............___._.. _ .....-__..---__._--_._._._ 2qp DATE: MARCH 23 201'i
220 _ ___ _�__-__
.� _ __
_ _��_Y -_
220 220 - ,- . 1 ..__._...,..___W __.._._____. -__ �-- - =^��___. -.___W__ 220
ATER LINE LElf = 210 "` -- WA1 •R LINE ELEV = 21 D
--___ ,.__.______ sheet title
2pp 200 200 _. i. .--__ _._-._ __ - 200 M-6 MINING PLAN
- 180 180 i___ ._-_..__. __.______ ______ __ __.�_.18p
1a0PROPQSED G ADE
PROPOSE GRADE
160 -- —- - 160 160 _ __ __ ____,__- __ 160
. I- _.
140 I
-350 -300 -250 -200 -150 -100 --50 0 50 100 150 200 250 300 350 400 140 140 -300 -250 --200 -150 -100 -50 0 50 100 150 200 250 140
NORTH
sheet number
SCALE: 1 IN - 60 FT
SECTION VIEWS 60' 30' 0 60' 120'
H.SCALE: 1 =60
C—MP . 01
SCALE IN FEET
W:\JOB\E8XB57 -- Triangle Brick Merry Oaks Renewoi\DWGS\CIV\C-MP.Ol.dwg .

.---
.. .
........... .......
4"/
x
�'-�
\.
>
I
1
"
�...�­�,
"
,
.
".
—,
-1
"1
---<-'`
\---
,;
--
.I
-�-
-1
�!
-,-.-
-,
-
'/I-,�,
�I, ME
.
P-
,
�-
-1
1It
1w-
I
�
,
-
n
I
,.�
-
.�
\
1�.,. .-�
.
.I.
tr
4...
-
-1
I
..%I.I
........
..%.
I�II
1
I
,
..I,.1
�
-
,,.
-
I-
.
..-
�
I-.-
..
.,
I.'..
I
----
--
­ I
--
----
"
, I � I X
/ "\� \ END
'I V, " LEG
/ , / ,/ , / ,�
,:--
:
."�
-*
..!
1
!/ \ ,I -
\
T.
I' ' \,�� I I I.
"
:M
'
.­4
H� ?, \ / ,
" 1 I \"
I , / II. \1 POTENTIAL WETLAND AREA
�, \ \ �/, / � 1/
/ / ��
/ / \ � I /, I k, ,
. I / \ � TOPSOIL STOCKPILE M-N
/ I \ "
,
4i,2-L
I
,
1I
�
"
1 �
/' /1 /< // LIMITS OF DISTURBANCE
/
/ / 1" �
, � P
- % X, ,> \ $ I/x INDIVIDUAL MINING BOUNDARY 1, ��\ I� /, \ \ X
/ r � t
.. .... - ,
X / ,/
- 1 / 1I �x\ - - - - - PERMIT BOUNDARY
, EXISTING PROPERTY & MINNG
-- - - 1­1 1�
-- x ,� 2 "'/ ,
�"-
-
-
-
1
-'I�-
1
-�-
)
--
!
- - .- �
". - o - ..- 11 , / � EXISTING CONTOURS � .1
\ 1
,� 1
. 1. - 'I- -'-\ 1 ,- XISTING PONDS OR STREAMS „-11 E\ --1 -11 11 . 1I V, k.h
- I- -
,'1 1 R61d
-, -.1
11',-& -- . EXISTING TREE INE MoncurNorth Carolina 27559
, - 1- ,-" - - . � -�a�-, � %
, --,-.__",-- 1 I
- --. ---_ EXISTING ROADS� , - - -� - ---\ " -- � I' 1 22 L
E- -." -
_i - 11 z.
, ox - f,
- � -
' " . 1"-
-% �,�".- --, /�IJ I-- � EXISTING POWER EASEMENT
.11/ / -. I'"
., 1 - -�
. - 1 .1
,, , , ... .. - 1 .- -- ' �1� 6 -
, - , "It, - , 1.11 �1 - -$F-GF-SF- SILT FENC
. I - -1 -
1 COMPANY 1-� � --� -I - - 7- -- ,
, l
, \\ — - ,
I 1-1
, 1 _ GLE BRICK COMPANYI *- -" / smo / , ,
I / / / -:1. , I 6523 NC HWY 55/ /, /" - 1- ��/ ; \/ ,, - Z"-/ , / k _ - //; / " , / DER)99.644A796 3
/ . I
/ / ,/ 1 \ - = / A FAX 919.544,3904.
", , -,
/ I / 1 civil engineer
� � :%r1 �� / I�. �\\1 , 7 W - - " -
,.. - / ♦ /
/
b -- , � v : "
� "� �- -- - � \ NC LICENSE#F-0207
4 ,
L � W X 110 CORNING ROAD
\ - \\ , - - - //
. .II , ' ;�/ y PHONE:919.859,5000 FA)C919.859.5151
x,,,/ \ �\�i�, '� ,- CONT
- , /1 T. MAS.WWIGHTOOI
II—
O
-L MA
, I � , , - 11 /X . -- ,,, 4 1\- /�" `
�5 I
' \/ y, , ,�
", I , \ , , ,-� I ,I , I � " I � // I
'- �, " -\ I I \ , � � /
- � I � \ r " " ,I- /I I I i
,� �
\ -
, �11I / i� � ! I " ../
11 - / /I
-. / 4
"
I
.
,- " -- II
" x
, / 1 1-
I I I " X
/
, p , , / /'
". Z
/ - / /II / I „,
"✓
, / / z / yj "I
/,, ,� II \
� �, I 4 - ."
, /.// 3 —
, � -
I� .
. .. - )I
? I;
/ /- - -- -1 --- �- . .I
-1 /I -1� ** .
. r_. 1-'
? 0 ,, ,
11 r
,I
- - -
, I ,� -- /
I } I -.(
,, / Z / - '* ,r I / FOR REVIEW ONLY. NOT FOR1
- / � � CONSTRUCTION.
/ , � I
- / /I � � �
, -
. ..... / ," �I \\ '1 " . \11 ,6XIIII /, \ � � / ", ..'I� �
l )� �, " I�' "
\ \ , I. I4 �� \ \ _1
, ," - /
-
-11 . "1 -1. I ,-
--
,- � I -, -- try
- - I I .. \ ' , � \. 1 \. 11 - , - ", -111 � :- & . - 1 �1 ,1,i lI
� - , - �%1 �, , � - - -1 � " /1I. l
1 ' _ ,.. \ " " -" 1,\
� I
� \ , .1- -"
\ y ,..I" 1 e
, " ", -\. , -
.. . -. \ _ ,
/ 5 "\ \� " 1 \"
11 " , ...11 I - "- �-. �! VtFY SCA
" - �, -,
'I\ - I JD'
\ >< �
,/ j - ,I
/ \ BAR IS ONE INCH ON ORIGINAL-
'. - __ ILI I.... DRAWING. IF NOT 1 INCH ON
THIS SHEET, ADJUST SCALEPLAN VIEW
SCALE: 1*=60' ISSUE
MARK DATE DESCRIPTION
PROJECT NO: EIX10200
CAD FILE, C-MP.01.DWG
SECTION A-A SECTION B-B DRAWN BY: JWL
280 280 280 280 CHECKED BY- TJW QC BY: TJW
260 260 260 - - EbIING- U ----.-- 260 SCALE: AS SHOWN
240 240 240 ---- ------ — - - 240 DATE: MARCH 23, 2011
220 — -----
= �-_ ------- — - sheet titleATER -� 220 220 W EE 220
200 200 200 " ",-, -,- --- 200 M-6 MINING PLAN
184 - 180 180 - - ---— 180
PROPOSE GRADE PROPOSED GRDE
160 160 160 - -.-.- --.------.-- 160
140 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400 140 140 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 140 NORTH sheet number
SCALE. 1 IN = 60 FT
.:.......
. SECTION VIEWS 60' 30' 0 60' 120'
H.SCALE: 1"=60' h.... . . 111111111III111111111111111111111111 ..............­­- C-M P . 01
SCALE IN FEEr
V.SCALE: 1"=60'
W:\JOB\E8X857 - Triangle Brick Merry Oaks Renewal\DWGS\CIV\C-MP.Ol.dwg .

...1�:-.:.­
III
I.
,'��.�;,1II��,"-I1.n..,,.'I c,"I.:.`�-_�.1I1;11;�.'.1:..I.I.-
3t
�I'.:-,I�I'I��I I1.�..III,�&r"'.I.�;�'.-FI;�./.".,���,1"l",....,r-.l..",��"I...�',­I�.cI,r,I.�,1�II,I�.��',.I�I I...",I��I..11I.*I��:II1,,­1.-"­.I 1..,I,.�,�I;I,..1"I I r�".I.".�Ir"I.�I,L�,",,-:I.-cL r 1�I,.I�­,I:,,-­.LI..,1r L"I I.I�.,,_I,I_',1r�,"I"1,1�..II�,1
".,'I,;I".­,II��.1I,.,.I\.,,1.��,1�'1".'.��._,..�rr1r,,I.­"�,'I_,.,111__,�\.�-.AI.,�1.�I 1,l",.";�,r""��I/.�I�',­'"�,,1,r I�./..�...I,1,,._",IrA'­1-...,I_1.."".,.1.(Ir�;�V"­.��:\r':1n1,'I'll_1..,,i;'.,�...,....­I­�."��;1..�..-1�-,",1I I,%..I�-�...,�,,�-.­.1I.1.1-,,I"..`­.,1I19..,,II1`,�1,..,"""..11,11 I..:,I,','-.I Ii�.".'e.�I.I."r.�III,r��;��-.I,'..I-I�11,;.­�e."I.I.�.1.­I,,J.-"1�.'.I�.L,�.."I.;..I11�I..�-,1...,...II,I.1�,."j.�"-�.",,'�..k1..".-,,I 1.I.",
I_.'I1,;�II:..1-/,1...�—..I:.1,....,�­',-I I�III','.!.1 1._,1..,�,1-1,�I,I,.­­1 1.I�,,I,.'i.�'�,.�..I,,",�.�..�.-�,--.,_/,1-,.II1I----1..,I._I­..,-..,.-�1,N..-L�-�..I..I'-Z,.�_�'I.1�/I,I.­,._--­�,,.�.'�,-I.;]1I,81..I1�..117-!I
V_�-k.-.,.Ii­*-....I;I�..F 1�Z,,.eNI,-It�"!r:.;..,....�.�..-1-l".'*"-I".:..1.,,.-.�!I1.%�..1_l�.1�I..,,/2.­i:1��.I1I.�1!I 1�.1�.�.,:.o,...%�5II",."I Z�-r.:I..-,�'"11-,I..."1 I...-1 l..:I.1/I,.';/.I"I,I::...�1.I I;�I,�-I I ii.1 rI'....L I.r-.f::`,11,.1 1��,=�1.-.,I,I�1':'�"I..,I1 1�I...I�,..'V)I�.­_I1::r'1:.r,;,r-�II,I.-;I,r,l��.:I,,-:,I l.-I,..:,,::I.-r1...1I..1�..,17'"�-.I,rI.I,..I"�­�'.�.�17 I�0.:.,/1,,.1-'.,...1�I.,..�-�,I1..r��".."I-.11�,I L���I I1,,.5�.,":-..1 I v_.I,-I.�1 r"."I.,I r-,1;M:`..",,"1.1,1..,.i..�-��'',-..I..1
4 1,.,I�I I,,,*.I..'�,"....,.1.r:�.1 1:��."1,..-,,."d.I:-.I":;.�.,,.-:�.:,,1,.,,�.11.�.:,.I.',,,,­I.II I.L.,�'.I..-��1:.I"1��-",-..:.:"I.II'I.-.r
,I1I.I_I:-I:.1-1."�IrI-�,..l I.I-,�.­.:'-.,-r-.I,I=,,.r--./,.-I'.�."I\I,1,'-,�.�--1I1,,.,'".1 1".1.1,..r1.-.1r.-"I1-/,,_,-,�1...;r/1-�1II1,."I;�.I II,�,�'.I 11r"�-.,1..I,.II 1,",�,.1.�1I-I-,.�_.1-IIr.1 1�.�I1r w�,j-.1"."�1I---r-.�/".,-/I.1.;...,'I.,,��=I,I II.-.,--1.I."�""._I.-�.,..,­,r..,.,.I�;,,��I I_11,/:�,.I,I.._��.1I,"',.1"'1:./_..,,,/r,­"�.-1�1.!�'-I-..,iI,',_1"--1-,.�,��..-,,­.,���I,-,,�I,,.I.,,f,-�,)\e,II�I""1.,,I,/�..:,D.I l�I'I.�.'�..1I�1 A..,_­�E"1,*..-/r1.1 I1 I..I*:-.,L 1�I�I,-.-1-*'.I.,,.�","�.".,:-I0/
�...",:-m."I,­.,.r-,0,.'"�..-�,l:','n XI�"1."�:-r",­-,I1..',I-:'1 110-'I..1,..:.-w.­_I I�-A:�.-,­I-­.I.­0.�..:...-.I--�-:..,1_Ir'-r-.',,I_:.-­1-I-�.-.:..I,-.,,1,.'_:,.-".�!..-..IU1.,.",.-.I:r 1,I1�.'.,I:-.,11,,.,-1 I�X.'.-'"...1."1­­.1,­I_--1.1I r n"�1l...1,..-�1...I."1.­..­'..-.1."..I,..-­.­�'r..,o--,A--..,1...m..I..I..­r.1""1 1...1.1,1..I.*1�....-"1—.".ft I,.'_..".I..._I,..1......-:I,...."-r­—..I...I..�I".."1-:w-.1..I..._1...I.1-1..1�...I.,.I...I-.1,.O-.-:-1-.�II­1-.�..1-r'-.1...-�.I.U--1 1-:.r...1,-...1"1�-..1,--.N­,",._1 1-1--:.-,,\,1 M D.,,�--.111 I..,.,,-%,:1.,.I..1_1._.:--',.,_.I 1.S,":11.:.-I�I_1.1�._.11,,..:�.LW,T1-1.I,�__.\,_.1:....AI",__"r,,.��,I"..II 1­,-�I_r�I,.I5,­.Ii-
-.",:._.1 1-.,,.,:',..-.I-­%.�.1L::­...-1.,­'O,1'�­.�-r::,1...L­.I I,1"11-,.__.rI,'1.7�.1,.F-L-_.l
"I.I rl 1..I_:-..�A1,L�.�I.,,.I.1::.m,1w­.I.T I....."_*,_.�;I,_-­.I'kI.��I 1�I"1.'.­117 O.I"I1*::-...1­I.�_."..I,N�:L��,�.,'­%L:..L_L.-�1,1:,�L.,::"--..��.1��I,ILI'I:1 1....,1,,.I 1,�IL::�S�::,.".;­­"!'".,I 1�1-I-.1,�'�.O';.1 1 I"1 I.1_1.I:.:',1I I.1�-I�.#7I,*.:,-...,_�,H�-I�..I­:.�.6.—�II-.1_�-�,1..1.,_�_I\1I7.::.,,..�...�
,I��.k.�1._1 L­.I-1A;�?,:..:.'.,i,4 A�­1-.1 I-.._E.1:."1­.I,-.-,,L.7,I�.�,,I..�_,,.r...,�.�.".,�L v 41,­�.._'�...�.I.�-.��I.1`1�
I,�,f I-__'ij-1-_.-,I,�I-./.-'I..�IL._-.,�1%..i,,,_I1.:'6..,"I.,%��-.,I�I..�.,..­
I�.�_,�I��",D,'_�"-.lI,�1_,1:,�,­I,.�,-:­,L,11_-I,-1_II_.�,1i j­S1-�­.\11�.­l.1`'1/'.��l�,,1.,_,,i1:..1­II.I 7-��I_._�.',.:,..,.,1"Ur I,.�'1"I,�':...�1.!1"-II 1 lI,I.l�,i:.��',�R`I_''L LII 1 1--�"-:.1_,,.,A-.1��".,,,\,I.��I:,.1-,�"-11,'f!LI"-IL-I�-1 1.""�Nr.*.:,,;�7­I.I�L.,�1:�lI
�,)',1,�..._.,,�1­;I.�.:�.I.��-:,..,i"A.;I�."I;,_-11,'...I,1,I_,,1 I-�:'./�..'�_,�,I�""71'.:.L-T_�,.�.i.,_L-\,::,.'.1�_,�I,1.��1-I_V I�1_��.�:..I,..�I.%�.I��,,%4I-.._:�.�..,,�I
.,-:I�,f.,1I�I.-"._,1.7,.I.I."r:l.,l"��,I'�I�--1.�_,,�­�I-"1I:�II,_,-"/r,l�-I1­b,...:A.I�I....,1..I.1,..-iIl1.....',1��....1..,.�I-.1,_I.,,,,.I.�.-,.',....r.I..I1 tI�lI�.,.1­.1-I­.­1,
...s,.-,..\.....��1,..:1 1I1_,.I..!I,.K-1,:I.r,-.I
:1,,1,I,/�,1,1,,-,o._'","l,�\l�1-1,'I:�/i1'�,r,,\'_�r,N,­,�l.I,�,�.­I,�
.',"..'f lI,11 1,,,-
.-.1I�1,I1x.I,��-,1­.',,�I"�1_.;,.-_-,,/�.,I I,�­./,.-._,I-."1.,
_/-,�­.-I,r"I.,�,""'/.,,�,,,,_"�,"/I"/:_1�I,r,
,'!�1.".,./I_1,/"".!!��I.�".>l;,.q,!..1�.,_,1a
,_r 1"I1_,.1":-.�,..-�__�.,�_�.�-I-,'_�.,I":"11",,­.1 1�­,,1/-_,,,I,-�1""�1/�,I_"."''_1,-I1_,I1_,,,/,-,.1,"�,..1­,,,.,�I1,.1,1,�.,1.�'t"I,,,,/-1.�,('I­1'�I,"'l.1'1,,�.-:;-,.I I�1_1*"�1-,:,-.",I".,r 7",.1r-,,­,I I1!1,,1 I.7'-�­"I l.,!,.l,!":­,S
I"---I_"I,1'­,-.1I,.I..,�,._-.\,,%N",­,...IL�__.-�,,1,.­�....1­­-"��.".1-.I..�.,\1"--­­)",I-lI��I:��--1,/1.�.._.--,�./.,.,_�,-,.-,..,,\-..1.��-,
,"''",1..-"L-11-II�%1,�_��M%,.-1.',11,."._..",.,.,,-_1\,I$.I­1.�1,1 I 1�.1I I­.I.-�"I-1"1"­11.."".;.,,1 t"t­�,,"r,--.'_1­\","L,1\,­1 lI*�.I-.,­_;'�\,1 I"!.L—-1"!i.��I'�,!,1,1,!_"�.-,-,._i"\II,1�II,!._\_,,,I,'\,.,,,��1,-­,�1 6��,_.1­I\�,-_I-"�_�(-"�-."­1�,\.,I'\I_
�\,.h-.1�,.�%.�r,\/�\-1...-.,,�r l\,/"r,��.,\,�I%"..I I.I,.,�,\I,_.��­"1lI."..""_"�","1,
1-"l.�_,1\"I'­r�...!.,...-.".\"S-,'.1.­_'1,",,.1,.1�.,,1�,,.�1;'",�I/.1 1 I-,,
_I�..4­I."�L,*�
,,,,1­,-.I".1"..,...1�".�.""..'.�I'
'�,.t/.,,.�..",'I�.f,-
1.�,,�1I11-..11�1\41..',,.1.��.1,-.,�l,._'-/i"­"i
.i1..1 I!?,/,,,'I-1"1/../1I_,1,��",,j-;,1',_:,,-L*-1I1-,�--I.­.,.I.11I�1':L.1�-,."",..,_r,­II;\.-,--.1�,�1-_,--.....!It."?__..I/�,I��.�---'�.l��I_l."1.',
-i."1.�/"�1II-.I..,__/­/."__�1­1 I-"�11.-,,.I�-.,/-.../�I-?..--/�1...,/,;I_­.�--,-__,_.-",I_--"1­,1__-,.
..,..I.-.-/.".�-I/"/i_�-­I,,.-I_.�I-..,�....
.1 I,,I.1".�1 1,,,.I I I,"�...,
I`/.I,.-.��.'-,II--,I�/I w L/._II.'�-,,"-,,;..II1""..,../"­I1-_".,-,--I"I'-",1.�.I.."_I1�.1-.,''1-I-.,;-L._I­—
--._I_,�.1 1-1­_..1..I.1­�.�-­-I I"_.,.-.,/:I I1.-.1-.I 1...,.7.�I.I..-'
'..,1.I."...".1,,.�..1/.­j­..�-."..LI1..,­-,­1 I-,I,,L..L-Z1-..I,-..-I",.�",1 I..rI,II.1"_1,.�...—.-.�.­,I.._.*.:.,.._1.r"/.r r.�.�.-,lr,1,L-I-..,-1,­,
I�,,�.,I_�I 1
-,,-,1_I',"."-,,.I�".�,,'-_I_-_,.L..�..":.I,1-_1I-,I.�I,,_
.,_...,.II.-....-.".--,z.L,:.-­.V1�.'_,-/./-/,­:­1,.,,...,-.1,/..-.,/1-),n-..I-,-�­-'�,1­---,_".!,.-/1..1-11.__.11�,.",�'���_�../',..�:�I.I�.1_1 1-."1-.­�""0,7,*,.LI,'�/�,_.,",,..­.1�,1�-_-.I�.',..1.I1_­­_,.­.1,/,�
.,.�­-".,1 1_11.,,,,-.­..._1 7L,,
,,-;I__L""1,
­"�--,_,"/.-I.�I,."_..­:..-,,","�,/,",1­..7,-.�,_.,�,,_I�,­".I.I
�-"­,­..:,1_,"�,,_-L�,�."I.,/,I...:i.-1�.
-­",.-,.,I­L,'t l.I--1.1".,1 1
"1��,.-.1_-',.1"-:.1,.�.II.r"_,%1.,_,.I­'�.:.l/_,,­
I..-l.-.
_,.-_.-.I�_.-.'."-.:.1"I�_."1'-I1,1.�I,':.�1.__�-�.�-_.....:I I-
._�1 1 I.11�1"111_.-­._,­.*1_-./.�­.1-,._:_"I"1-.­.1.--�M.-,...1-I 1
�..p1-I.�_�.�­_.
-,_.I-._,.-,0­­.--.___-';.-.N".'"_"_1.�.:.�..-_.,,1,,"�1-__�-
,I...,,-"_...­....I.L­-...­.'-..k,­I%..,_�.
.�,L­_.,.__-�,..1.1�.
.I.:..,,".�,,....­�..".,�..-..1.1.,,�..,I-."-..
�I..`��.,
..,.�/.".,IL I_I—,­I�.,'I..*"I
.I',,-.1,.�;,.�1�1r-1­-.,,.-;'..,'L,r I-,",1_\1�-.."-...�11
.1,I'1I,.....,I1.L."1,,�.­".
..��-I,���­.."'�...L,­,,.1�11�;.I.-'11..1 1
-,1,.
--'-­_.�-,",­I-1,­.t.�\.,.-,__\­-
\,1-�.I,;0­.­_j"_�._._"���_-..­I�.,'."1-,,.1
,._-..
-._1*.-.-.-_'-.1"�.I.�.L
.1'..,�.I_'1-�
'-p1.:..-,1;�._'1'.t 1­
/:'-I-.-�"'11,x�"/1_1:-1,�.',
;I-:-1/,,..-,.1.'�/�"­,�:.�
.-11I.wA..I.'/..I-I­.­�--1 1,.':,I 1/.�
.����III.-..,.I.­4
I,.i/
,I.,....",x.r1-1..I,.,-.'-�",'l,,.1/.1..�­�'��
,._,_1..l</.­
,,1I.'1".I
,.....1.�1 11,­"\-"�-.I.",./
�;.
,.-f..I,.1�.,,.-',,�
e,.,."'",',.1,,,
.."1,��",:0,\.'/.
,�I-�1'-­\.1,.1
1.111(
I-.�"r\.
­';-.\,-
V1k..-:.�,/�.*
\L"'A..:.,�.::I
I'I�.
I��e:..��-:­r:.:,.I...I I
�/
I.
1.
I.�I I1IIII
iIII
.I,
I ,��"�!_2-�
.121
000
rI
NCMNIM E1CI t0W"_I0,Li
O�AJERE"-ERi:N-A�N-1I
012
GS5\0 M/���
1,:*,,,I#
C.�
♦- ',
;�-'O:::::,�0;�_­::,-
,4�,,\-­_i,,41i.02
`�,A!N
d!"D,,.,2O.1-C.,,,"''`8-_,",",,Y�
5 r _ o� 0"� N1
t '1,II,._.".,.`-
0
A��l�,,��r-��
'5
_,i��-
Tz
:'1�,_
!,,'1,
-, ,�
' 9
Sedimentr
J i /
r
o Elow Rate Bath B 98 c1s - Nsin wI i n Summa
01
Volume Re uired 4248 cf
LiINITa. OF DISTURE3ANGE \ , 4 j` SurfaceAreaR uired 2918 sf = s �
= 17.72` AC Volume:Provide,d 4998 ct OK 3d j]
r
t
�'
30' X LAS e A Pr t 30 O S Surfac rea ovided 3 st D
18' EMERGENCY SPILLWAY ® r `.;
.
.
ELEVATION 218.5 ff RI RAP APRON iiVitittt' 40 fI : ,o- '€
"_ 34' E 1
i .. .....,..
MERGENCY_, SPILLWAY \ 111 Len thlWi�h Ratia 200 ` OK
,_.., -� r"' I _ 212.5 illwa 'Width Provided 8 ft QK �r'J! Wf,
, `
,..
" �""r
�,
_...... _. - _ �- Skimmer Size 1 5. n
..� _ \
ATEO® t N
t
r
., Diameter 1.6;':' in .. 3„:E,€< €.:<:4 e,
.._ .►_ _ - .. .... , �. i l „, .�.-.,.-✓ I sn'«'..a.,.�,.W¢.�. S:.i;er'F.,.► ' ' \ 3 1 _-. 'Dewaterin Time 3 ;1 da 9 �In Road
r
�,:. A \
/ �. .�, V � r ' T otBank Elevation 227:Os7
. . ,.. .. . -._ w ! ,�_-. _ _ Moncure, North Carolina 27559
. ... .�" .. •... ~~�� � \, `ram I 'h ®�Iw��I1O111lYl.111 IIIII II II IY-r,11YYYYYWrhIW�®
Il - .-*. .Bottom Elevation' �223i0ti
.. ,., �,. 1 �� . ._- /'� client
_
-
. - .,.. AINTRIN 50 p
.yr ^ let
�`�► ..,. h. �;., a ,._..._ ���Riser:Elevation�"
- ... -
.� _:.- _ TRIANGLE
f / zz "�. _...._ f.
1` - _ MINI IJM...CL iANC- / oa
.., ,
DIV 510., DITCH
Emer enc 'Sillwa EfeVaton'f �225.
/
�: - �. .... � Emer enc :S lllwa Width �8:: .. ft.
/ M I u s ..a. ,,.. _�- _ �- ,.n . _.. � BR I C K
8 EMERGENCY..'SPl LWA , �' ..... . AX M, . .. LOPE 00%
�---
Y _ __ e_ � _. ,,, / �h.- w _.. .. , , _ �.. -. ,. --"' I 10 �aarrnr er urfaae s.a�©--, i OP RA 1 LM SL PE - O _. ._ �. ,:.�. .. M Max at z2INIMUM 0ELEVATION 225.5; - -�•>._ _ .�D 2. W. �� y ., ( clment :I�araoiatEevatian 224:QQ
EPT _. NY
__ +�
�- . �^- � r C ILE
_ _ corn P�
�.
_ I _ _ . Il
BOTTOM WIDTH .. , ..
D 2
/ - _ r
,. A ,
LINING TYPE '- TRAW -.
, / -
i
W NET. LI G WITH. :, ,,..,,...��" -. �- ._.
�-
/, --•...4w- )TH hllN �t _.. " lam_. L TRIANGLE BRICK COMPANY
. ._-
�� �
1 .:.' '' TALL_.�FESCIJ..E SEEDING i. DIVERSION DI.CH_. .5 . „ 8523 NC HWY 55
_.., ,. , � , � SKIMMER BASIN M6 - UMMA Y A L.r~ /
' . . _ ,
MAXIMUM SLQPE•..--3:00�--' � DURHANE,
--
��
...
_ MINIMUM SLOPE..= 0:30% �: E 19544179
w
_ h� SCALE N T S
I
. w
r s�
DIVERSION.DITCH 7 �., �-
/ / ! / 1 , DEPTH _ 2 �r - / AX)9t9:54a.39o4
.__ v
v v z
I
M I M...S - 5 v ._ . A
,_ . ., r BOTTOM WIDTH 2
: _ „ v ,
MI IM SLO
., E ... / . .._...... .. l
PT�f. 1- i
LINING TYPE TRAW`WITH NET'•.. civil engineer
. � _. - v
m �,
�' ' -BOTTOM WIDTH _ 2
f � :. _�. ,. ... . ._ _ B -.., ,. , '. � .-. ,� � : ,� ...._ SEE �II3G
D
P . ISS , E AD
LINING TYPE JUTE N �- _ -. _.,. RIP RA ,D IPAT T2 P
-
LINING WITH T.L SCUE
A D
..""."I--..-._"II I.,,I,.I1.­;1.1..�'1�,�.:,"._I.III.I.�,�.�.._..I",1 I.�r.-1��"�I.,'­1,�I,',...I�.1 ri,1­1.I I
\ RIP�RAP "DISSIPATER\PAD n -�•--. - SE II
7; ' SEEDING - --, i y. 4�I aIM/EIdSIQNS / S8.•41B-3 //
xe- S E DETAIL•.,7 C Eb: 1 <-- .x _: ;
-
-
-
FO DIMEN IONS -
w
' _ � e ��- � � r ,'. _,..� '�. / SUITI?O 50tT CAR NC 27518 RIP RAP DISSIPATER PAD B , s, .`
.
.
I. - ". ~` \ 5edi nt Basin with Skimmer Design Summa
_ '
SE DETAIL..7 C EDA1 " _ -
-, � ; .. � O 9#9.8S9.S000,FAX,919.8�3.5151
y,
ti
'
I.
' , ,, I ., / i `, / Q10 EEow Rate 20.43.
FORD ENSIGNS \, \ CONTACT:THOMAS.WAINWRIGMTQJACdBS_GDM
cts
... ...., i/ ci
,, I
. , \ \ t'
, J .. \ i Surlace Area Fie s,
IfBd 9fi66
1 ..
,/ __... ,, ",. .., �'. ' ., �,\ '�� ``� '-� ? .'� ��// / eProvided� t4�790 cf OiC.
\ \ i
Voluin
,
� Ii d
/ / r SK}MR ASIN :M6-2 -_..
`, / ser#aoe'RreaProvlaed 8,440 sf. OK,::;.°M B -`
'� i
' ; , RtF R -O D 1GN,SUMMARY:_- V ` �'
SKIMMER;BASIN M6-1 1. 3 - t „ , ;
, � � � - � ��, t �r. / Le' th 174 tt
: , , / 1
I 5 HEET ,� "'
r REFER TO DESI N SUMMARY L.. s� 1 11 Width 84" ft
/ G '•v
:
.. , ,..
r - , , )
r f r THIS SI�ErET.
I a / e J ttdwidth Ratio 2.07 1 OK
,, .
i 1 // ,ten t
4 /
\ i r : t
_
: ;F
\ \, i I' ? !` I S ili-S Idth Provided 16 ft OK
r i $KIMtuIER SIN iM6-3 .` ,
' f j 3 rritri Srza Ski' 2:5 in
,
! ,e /' r E ER T R1= Y, s
- ,: ". 'E t`i r Orifice Diarnete
GN SU MAR f° �
r' 22' In
. ... / ; IS SHE
P-R P PATER
.,. ,' RI � DlSSI PAD, ......& ." ,.. ," I� , i lT /� ;' 13esriater! -'iinie s,., da s
,
H
l
l
_ „ _ \ r
SEE/DETL 7 •C ED.O 1 i / r` To 'vat ganl�Elev lion 220,
--
..
1 i /
FOR IME SIGNS
s, 3 N ♦ J/ /' �/ ''Bottom Elevatloh 216.
Q v t %� / /
I v �, / ,'' i /� �� Isar ft
/ i
r.
j` li
- �- f i
.
R Size
.- � ..,. ,. ., ,�" Riser-FJavahon
- � f i � / /i
'_ li
r
%� � � %' �' ' � P. � DI SIP TE P D - `.
. /� / AlL 7 Emer eri" `S ilhnra Elevation: ` 218,5
,.,-" - / SEE DET /G'=�E O;f'
1, DIVERSION .DITCH #`1 '\. , / / i,
N t '' _.I / I Emer enc ,S:illwa`,V4tidt#t 18 R
l
,. M IMUM SLQb'E 1...1 A0%_-m....-_.,.__,. ,\ ", /' FO DM S Opi /:
/ �, / `
1 _ F3 Msk t0= edrWaterSurface 218:00`
' R N
MINI UM LOPE F. 0.30% /" /'
/
E 5
, -, 2 ' " v ./ ✓` evation 217:00
_ / /./ / 'Seditnant;ClaarwEa
DEPTH 2 J ;/ / \::
1 . .
r ��
DIVERSION DIT H .3 / ,'
.. r
�. ,�
,
��
/ BOTT M W pTH 2 - .
, ,
9 ti ;'
/ / r
ING Y T _. -
Iit�U�V!vSL©PE 10.00%-_ , ,' /' /
.I '� I
`'
S/ F PITS �OP ='f,
I �
{ E
:.:
/ _
,' , Bf7TTOM:, WIDTH --..2 .� 1'`� ,/
r
/
/ / i i / /
f
, LININ PE SYN1 ETIC / - \\
_. ,
MAT i /f r ♦ '� ..
f, f
�r 't�
s / �hI �� i A N S
/' ✓
`r
-.O..,�_ ,
�-- .1-• - ---t--70 =�-- t-- /
f ,
` # ,
--
_ _
^' --+
4
i"
"��_
1 r
/ ,.,. 1.
t
. " ,
f
.f .. _ - ,r....: - - .".'.'.d. 1. ! /
t `
111
- ,. ;. :r-x. i� .....� .- ..._
- -T`..
1
'I.
( 11
.. :' .'
11
.lam - .. , -
. . .•<.'.'
a
<
p i
r 1
4'
r
/` j`
N'
,
/f
L
i -
F /
`I
N,
e
DIVER'ION DITCH
f
y" �. _ ediment Basin with Skimmer Design Summa.,,.,.._., f 1-
,
�-�. :•:• ! MAXEMU SL PE fi:50%
�:• I :
,,
5
f '.•.:.' C Q10 Flow Hate 3801 cfs
t - . ^ ey
M
y
r T x��jj t
. `+ �+ 1 / �IIN �P� Volume Required 17982 ct
/ L
a: /" /-._ ..
`-. " r _
.fir: / FOR REVIEW ONLY. NOT FOR
, Ii /
'� N ,
r :•.'. ./
IMUM' S I
,.
�t.
- .
� �, / / / ",,: Surface Area Fie uired 12354 sF
�,. :' _. Volume Provided 23294 ct OK CON ION
IVER IO ITCH ~'`� - .'. . ,. � r D. N D2
"
, = -
� t / . i ,`� •- � BQTP'T4 �WID�FF� =5Y2 �kETIC�MAT..
,
Area 3a
M"
MAXIMUM PE 8.00%
, SLO =c, : ~ /
,. T7P
r''
t Surface Provided 13 0 st OK
_ , ? :, i f {
^ r'
,
r"
...
M 7 L 0 30% �,. t-
� _
i
Le 174
th ft
M'. $. width
\. E11I
. PTH 2 ,
�•
d 84 ft
i
V�A0_l 07.�-,,­­�
V,,.HiN�7
,r,�I".1
,1,�
c3
.l
,1'1,'."L,,',i��
,T ff"
�.._
q: .4: ` Len th/Width Ratia 2.07 /
8 TTOM WIDTH =� 2 \, .,,:, .. i 1 , � 2,W.�-II C-CA
­2
_ Q e \ 1 ,,
\ ` �,;� w
:1 qK
i
.. -� . -
LINING TYP ='• SYNT ETI t<: _ -.- -„ __ - i Q -_
34 K
t 3 R h Pro
. �`: \ kirn er Sizev n '
.. ,, 1 i 4 /
.•
S iElwa ided O
, MAT , \ :�. _, _,
. ti :": „ y Orifice Diameter 2.7 in
. - , ,/
ti \ . --
, :�.: a �� „ �/�
,
w
, ,., teri T' e 3 d s\ ` '^•: ©ewe Im a
- �. ,
-,,,_ ,. � `. .�. ...,,� `.--... i �\ / To of Bank Elevation 2t4
M _
,
t
y'
..
r \ \ :,. / Bottom Elevation 210 `,
ti:.
\. /®'.
y y. `e-
\ :. f '�
,
_ .._ h _ _. ,V GINS �.
-, \ Riser S
- ,
•y
.. ,�r`r " ! Riser Eleva on ✓
-
e tr
\ \ \, -ti. -, -�� is `\\ .'y
"��. '�:. -'"•.ate` / Em enc S ill Erlevation 212.5 I i I I:
.` I
, " "`` _... - - "" + -� _ --w�.,, _,.r"► :.. / EmeErBnc itiwaaiWldth 34 8
/ ""� .r
,, , \ \ „ -r c Max 10 ear Water Sumac 212
--4,_
- :r. Sediment Cleanout Elevation 21
:.
..
VERIFY AL-­ �-
- .• �
W
_�.
\
_ -
_. ,
,��- >>� � � - - 3 SKIMMER BASIN C� 6--- 3 SUMMARY TABLE
., _ ,..., .,. 0
' �� - - - � � � � .. . �':►.�._ �..� �.,- ._.., ,. C-EP, 2 SCALE: N,T.S.
,. -_,. ,, ...., , __ ...... . . � _ �� �',, �'' _,\\ ._ ,..- w-►-,...�.._ � ,�..,..... . ..._. .-.. _,^. BDRAWINGNEFi NOT 01NINCRHGIONL
,
W
_ M,
_ L ti r M THIS H E' ADJUST SCALE
ISSU
B 10/20/11 ISSUE FOR PERMIT
GENERAL NOTES EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE LEGEND
I. THIS PLAN IS INTENDED TO SHOW THE REVISED EROSION 1. THE EROSION CONTROL DEVICES FOR MINING AREA M--"6 HAVE 1, OBTAIN GRADING PERMIT AND OTHER APPLICABLE PERMITS.
CONTROL DESIGN FOR MINING AREA M--6, WHICH IS BEING BEEN REDESIGNED TO CONFORM TO CURRENT EROSION POTENTIAL WETLAND AREA
UPDATED TO CONFORM WITH CURRENT EROSION CONTROL CONTROL STANDARDS. 2. HOLD PRE--CONSTRUCTION MEETING WITH INSPECTOR ON SITE,
STANDARDS. MINING AREAS M-'1 THROUGH M--5 WERE AT LEAST ONE WEEK PRIOR TO START OF ANY LAND
PERMITTED (AND HAVE BEGUN OPERATION) UNDER A 2. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH TOPSOIL. STOCKPILE
PREVIOUS RENEWAL TO MINING PERMIT NUMBER 19-'10. NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES LAND DISTURBING ACTIVITY.
QUALITY DIVISION STANDARDS. 3. INSTALL TEMPORARY EROSION CONTROL DEVICES SUCH AS IMIM■EI I♦LI lE• LIMITS OF DISTURBANCE
2. AS STATED EARLIER, MINING AREAS M-1 THROUGH M-5 CONSTRUCTION ENTRANCES), SILT FENCING, DIVERSION
ARE OPERATING UNDER A PREVIOUSLY APPROVED PERMIT 3• GN ARAM IZA I SITE IL ST BILANAION SHBIL BE ACHIEV D DITCHES, AND/OR SKIMMER), SILT ONLY THE NECESSARY INDIVIDUAL MINING BOUNDARY MARK DATE DESCRIPTION
ARE I0). THE DESIGN DRAWING FOR THESE MINE AREAS HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO DISTURBANCE REQUIRED TO INSTALL EROSION CONTROL
ARE INCLUDED IN THIS PERDET RENEWAL PACKAGE FOR THE FOLLOWING SCHEDULE: PRACTICES IS PERMITTED UNTIL ALL DEVICES ARE INSTALLED. - -- ----�- -- - - EXISTING PROPERTY & MINING PERMIT BOUNDARY
REFERENCE RFO ARE CONSIDERED APART OF THIS A. ALL PERIMETER DIKES, SWALES, DITECHES, PERIMETER PROJECT NO: EIXI0200
APPLICATION FOR RENEWAL. EXISTING CONTOURS
SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 4. PROVIDE GROUND COVER FOR ALL DENUDED AREAS WHICH
1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR WILL NOT BE DISTURBED BY FURTHER CONSTRUCTION. DRAWN BY:JWL01•DWG
PERMANENT STABILIZATION WITH GROUND COVER AS SOON EXISTING PONDS OR STREAMS A FILE: EP . • .._: -
AS PRCTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR 5• BEGIN MIMNG OPERATIONS. EXISTING TREE LINE
DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. 6, INSPECT AND MAINTAIN EROSION CONTROL DEVICES AS CHECKED BY:TJW QC BY: TJW
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED NEEDED, BUT NOT LESS THAN ONCE A WEEK AND AFTER - EXISTING ROADS
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND SCALE: AS SHOWN
COVER AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN EVERY RUNOFF PRODUCING RAINFALL EVENT. SEE C•-ED.01 .___ ­_._ EXISTING POWER EASEMENT
14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING FOR MAINTENANCE REQUIREMENTS. DATE: MARCH 23, 2011
ACTIVITY. sF SF SF- SILT FENCE
4. OWNER/CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO sheet title
PREVENT AND REMOVE THE DEPOSIT OF SILT OUTSIDE THE
PROPERTY AREA.
M-6 EROSION
5. DIVERSION DITCHES SHALL INCORPORATE CHECK DAMS PER
DETAIL ON G-ED.01. CONTROL PLAN
NORTH
sheet Dumber
SCALE: 1 IN = 60 FT
}' . O 60 120' C-EP- 01
SCALE IN FEET
W:\JOB\E8X857 - Triangle Brick Merry Oaks Renewal\DWGS\CIV\C-EP.01.dwg

MAINTENANCE
GENEML NOTES ME
INSPECT SKIMMER WEEKLY. REPAIR AS NECESSARY, ACE AREA
OU.ET xCNe 2sx 1. DRIVE 5` STEEL POST AT LEAST 24" INTO SOLID GROUND. MAINTANENCE: OA
.. NE
TRASH: IF THE INLET SCREENN CLOGS AND THERE IS WATER IN THE BASIN, TUGGING ON THE ROPE SEVERAL °r "OARE" 2, USE STAPLES 1' APART HORIZONTALLY AND VERTICALLY TO ATTACH THE FILTER FABRIC TO THE „ a
TIMES WILL USUALLY WASH THE TRASH OFF AND RESTORE FLOW. IF NOT, PULL THE INLET TO THE SIDE OF THE OF SUWACE REA WIRE FENCE. INSPECT CHECK DAMS AND CHANNELS WEEKLY AND REPAIR, AS NECESSARY FOLLOWING EVERY RAINFALL EVENT OF GREATER
BASIN AND USE A STICK TO CLEAN THE SCREEN. OPEN THE SCREEN DOOR AND REMOVE ANY TRASH OR 3. MINIMUM BAFFLE SPACING IS 10'. THAN 1/2' WITHIN A 24HR PERIOD. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL I "r
SEDIMENT INSIDE SO GRASS OR TREES DO NOT GROW IN THE INLET. (YES, THIS CAN HAPPEN!) OUTLET ZONE 15X WHEN NEEDED. N
of SMACE AWA 4. THE FLOOR OF THE 13ASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY eE
SEDIMENT ACCUMULATION AROUND SKIMMER: A SHALLOW, LONG BASIN, USING BAFFLES, AND INFLOW IN THE AFTER THE BASIN IS CONSTRUCTED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF
BASIN AT THE 0 FROM THE OUTLET HELP KEEP SEDIMENT AWAY FROM THE SKIMMER. IF SEDIMENT e� u4mw uT 5. REFER TO NCESCPDM SECTION 6.65 FOR ADDITIONAL SPECIFICATIONS THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN
RESTRICTS SKIMMER MOVEMENT, PULL THE SKIMMER TO ONE SIDE AND EXCAVATE UNDER iT � rf
M6INTENMCE BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, III ,s
ICE: TRY TO KEEP ICE BROKEN UP AT THE INLET AND AROUND THE BARREL TO KEEP WATER FLOWING, MAKING / f?iPRAP-LINE AND PAVED CHANNELS). ; g
IT LESS LIKELY THE INLET WILL FREEZE. SPRAY PAINTING THE FLOAT BLACK TO ABSORB HEAT IS RECOMMENDED. / INSPECT BAFFLES WEEKLY AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
USE PAINT THAT WILL STICK TO PVC PLASTIC. FJ.4Ysf-c- REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. _
HANDLING THE SKIMMER: THE SKIMMER IS MADE OF PLASTIC AND WILL WITHSTAND HEAT, COLD AND SUNLIGHT DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
BUT IT NEEDS TO BE HANDLED BY HAND, NOT GRABBED WITH A BACKHOE BUCKET AND YANKED AROUND, '
ESPEGIAII, IN COLD WEATHER. TO REMOVE THE SKIMMER, DISCONNECT THE HOSE FIRST, THEN DISCONNECT THE REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME
�j0 �Qad
BARREL FROM THE INLET DtT£NSION. DO NOT TRY TO PULL THE SKIMMER LOOSE WITH A BACKHOE. � �Rrjy FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CART: TO AVOID DAMAGING THE EXISTING SLOPES 9/ IVIonGlJre, North Carolina 27559
VANDALISM: KEEP UNAUTHORIZED PERSONS THAT MAY DO DAMAGE OFF THE SITE. DO NOT PROVIDE ROCKS ��
CLOSE TO THE SKIMMER VARIES
DEPTH.BAFFLES DURING CLEiWOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE. IF POSSIBLE. IF POSSIBLE, TAKING OTHER CONSIDERATIONS INTO ACCOUNT, POSITION ''i NOTE: REMOVE SEDIMENT client
THE SKIMMER OUT IN THE BASIN AWAY FROM THE BANKS TO DECREASE THE POTENTIAL FOR A SUCCESSFUL HIT. �� AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE I ACCUMULATION FROM BEHIND CHECK TRIANGLE
' MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. . DAMS TO PREVENT DAMAGE TO
O7 5 MIN CHANNEL VEGETATION. FLOW SHOULD BRICK
BE MAINTAINED THROUGH THE DAM. COMPANY
VENT *'-O" w - --- KEYED RIP RAP
FLEXIBLE JOINT s s� Rost � }'
TRIANGLE BRICK COMPANY(RADIATOR HOSE) #5 WASHED STONE 6523 NC HWY 55
FLQW DURHAArt,NC 27713
e-x e'TRENCH FRONT VIEW FILTER FABRIC 1.0 1.5' (T }
EL 919.544.17136
D TOP ELEVATION OF STORMWATER 0.5'-1' (F )919.544.3904
OUTLET END FLOAT summ IN TomH civil engineer
CONNECTION FOCE �' _� SHED MAX. 9
J/�
NC LICENSE,#F-0287COB
.
SCREEN ACCESSIBLE �_
STONE 1
THROUGH DOOR M
BARREL PIPE LONGER THAN SHOWN EXISTING GROG! W
ND STEP SEQUENCE CLASS 8 RIP-RAP
110 CORNING ROAD
4-6 FEET FILTER FABRIC SUITE 2500,CARY,INC 27518
1 STANDARD SKIMMER, , V PHONE:[phone],FAX:[phone]
2 STANDARD RAFFLES CONTACT:THOMAS.WAINWRIGHT JACOSS.COM
GED,01 SCALE: N.T.S. C-ED.01 SCALE: N.T.S.
(�_3 STANDARD CHECK DAM
GENERAL NOTES' �101
SCALE: N.T.S.
1. DIVERSION TO BE USED TO CONVEY SEDIMENT LADEN WATER INTO AN APPROVED EROSION AND SEDIMENT PERMANENT RISER OR
OVERFLOW STRUCTURE (IF 18" MIN
CONTROL BMP. PLAN VIEW APPLICABLE) TOP OF DAM
2. IMMEDIATELY LINE AND STABILIZE: BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR TARP
5KI1�TItRER SEAIIiIENT WIN DESIGN
BEFORE ISSUANCE OF A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF PROTECTION
CRC+ DITCH AND BURY
DRAINAGE. DIVERSION DITCH �_ TARP
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGE AREAS 5 ACRES OR LESS. TOP OF BANK -� EDGE (MIN. 12")
4. MINIMUM LONGITUDINAL SLOPE OF DIVERSION SHALL BE 0.3%. DRAINAGE AREA - WEIR LENGTH, L
5. DEPTHS SHOWN SHALL BE FINAL AFTER SETTLEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING (ACRES) < to AC' DIVERSION DITCH
DITCHES IN FIELD TO MEET DESIGN CRITERIA IF SETTLEMENT OCCURS. BOTTOM ` SECTION THRU WEIR
6. REFER TO SKIMMER BASIN DETAIL FOR DIVERSION DITCH/SKIMMER BASIN ENTRANCE. WIN.
IEm TO 2:1 -
WU)TH RATIO -- --
MAI TEMNCE:
_ SKIMMER
INSPECT TEMPORARY DIVERSIONS WEEKLY AND REPAIR, AS NECESSARY AND FOLLOWING EVERY RAINFALL EVENT RIP-RAP SHALL BE _�.- D£WATERING EMERGENCY ORE HOLE IN RISER
2" WITHIN A 24HR PERIOD. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND Lakin To EXTENDED FRQIIA TIrE. EWR`f SPILLWAY FOR SKIMMER GRAIN
OF GREATER THAN 1
/ s:t - fl`:"^E PVC DRAIN LINE FROM�7 LINE
REPAIR THE DIVERSIONRIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE WIDTH RATto POINT OF EACH DIVERSION ��j � SKIMMER � F I
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE DITCH TO THE BOTTOM OF !/
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. THE SKIMMER BASIN AT A
MIN,
1IIOD MINIMUM. L
VOLUME (Cu. FL DIMENSIONS IN TABLE 1.0 BAFFLES
z REQUIRED PER AC. ARE ALSO MINIMUM AAA•
2' MIN. -- `�o- �RED) DIMENSIONS. AVMAGE WM W Fill VOID WITH RISER STRUCTURE
SEE SHEET C--EP.01 FOR X & D DIMENSIONS. I o �?
111 THE GREATER OF THE TWO UNM NON-SHRINK GROUT
X* -- MINIMUM WIDTH IS 2' «- 325 DIMENSIONS SHALL BE USED. NO% a4SIN WATER SURFACE AT
D** - MINIMUM DEPTH IS 12" DIKE .' '':: _-� sAREE (SQ. 010) r� I'BIAll4Rf SPILLWAY SKIMMER CONNECTION
�.
MIN. 0.25 FT -.....k•,'p.. " w!, REQUIRED ) CROSS-SECTION VIEW
.M
FLOW FREEBOARD
fN ` • � I 11
FREEBOARD W=5' MIN.
ti .-..::.,. . •.. .:...,... r•: :;;�`,;. INFLOW EMBANKMENT
10-YR MAX FLOW ~ ' 6" MAX. DEPTH OF FLOW OVER
?r / STRUCTURE OR EMERGENCY SPILLWAY DIVERSION DITCH BAFFLES MIN. 6" T=1.5, MIN. FOR REVIEW ONLY. NOT FOR
SURFACE AREA Z=5' MAX. CONSTRUCTION.
RIP-RAP DISSIPATER PAD. ELEVATION
REFER TO TABLE 1.0 FOR H=2' MIN. ���` CA
I ��
MINIMUM DIMENSIONS.
ILL jEMERGENCY
LINING, FILTER FABRIC SPILLWAY y9l
CROSS $E�TIONAL ,�IIEW DEWATERING
ZONE CORE HOLE IN RISfR FOR SKIAINEER ( SEAL
SEDIMENT ATTACHEMENT. FILL WITH NON--SHRINK GROUT M:1 CONTINUE PIPE TO DAYLIGHT r ry
DATA BLOCK STORAGE ZONE IF ORIFICE IS NOT NEEDED IN FINAL. BWR r 22202 :��
(`_4 TEMPORARY DIVERSION DITCH RISER/OVERFLOW STRUCTURE
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA GLEANOUT M SKIMMER SKIMMER �: � •!�'GI`
AREA ARE QEo Q E R UIRED PROV1 ED DEPTH (Ff.) (FED (FEET) (FEED (FEET) (FED (FM) PIPE ORIFICE; '� �s
C-ED.01 SCALE: N.T.S. RI^$ (ACRES) CUBIC FT. CUBIC FT. sa FT. sQ FT. H 2 DIAMETER DIAMETER J W FA
1 2.36 2.36 8.98 4,248 4.998 2,918 3.130 2 2 4 8 1.5 5 3 1.5 1.5" Z
2 5.37 5.37 20.43 91666 14,790 6.641 8,440 2 2 4 18 1.5 10 3 2.5' 2.2' 1 D
3 9.99 9.99 38.01 17,982 23,294 12,354 13,034 2 2 4 33 1.5 10 3 3.0' 2.7'
VERIFY SCALE
TABLE 1.0 _
0 1
FILTER FABRIC E aRA STRENGTH NEEAED
WITHOUT WARE MESH SUPPORT
DiVERS10N LENGTH WIDTH DEPTH AVG 17IAM. MAX pIAM.
1 11 FT 7 FT 12 IN 3 IN 4.5 IN
BAR IS ONE INCH ON ORIGINAL
STEEL POST, 2 14 FT 9 FT 12 IN 3 IN 4,5 IN DRAWING. IF NOT 1 INCH ON
3 � 12 FT 7 FT 12 IN 3 tN 4.5 IN
THIS SHEET, ADJUST SCALE
OW 4 25 FT 14 FT 18 IN 6 IN 9.0 fN
s Ss FT 20 Fr 1a IN 6 IN 9.5 IN
B 1a ISSUE
FT 12 F7 12 IN 3 IN 4.5 IN
-7 4 FT 3 FT 12 IN 3 IN 4.5 IN
B 10/20/11 ISSUE FOR PERMIT
--- .0 1 USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES.
8 FT WME SUP �CE 2. EARTH BERM SHALL BE STABILIZED WITH VEGETATION ACCORDING TO STATE SPECIFICATIONS.
B 1 r MAX SPACING WRHCUT NUTS DO NOT ATTACH 3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL
WIRE SUPPORT FENCE FAIIRIC TO D(ISW TREES. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT HAS BEEN REMOVED IN A DESIGNATED DISPOSAL
AREA REPAIR AND/OR REPLACE BAFFLES. -
EL POST 4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING, PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW
HIGH MAX POINT OF THE EMBANKMENT, IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED IMMEDIATELY.
PODDING HT. PONDING HT. 5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE BASIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL,
A F Cu ELY ARE RECOMMENDED.
24' MAX. �/ SI E p 7. RIP RAP PROTECTION SHALL BE PROVIDED AT EACH POINT OF ENTRY INTO SKIMMER BASIN. RIP RAP SHALL EXTEND FROM THE ENTRY POINT OF THE CHANNEL TO THE BOTTOM OF MARK DATE DESCRIPTION
THE SKIMMER BASIN. THE WIDTH OF THE RIP RAP PAD SHALL BE AS WIDE AS THE TOP OF BANK OF ENTRY CHANNEL AND SHALL BE PLACED ON FILTER FABRIC.
RUNOFF, RUNOFF
MAINTENANCE PROJECT NO: EIXI0200 � --�---
a •,. > " INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE CAD FILE: C-ED.O1.DWG
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT
24' MIN. 24" MIN. UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL MAKE SURE VEGETATION GROWING IN THE DRAWN BY: JWL
�xxyy8" TRENCH BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
B x RLQ.MPAI GitAVEL CHECKED BY: TJW QC BY: TJVV
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. SCALE: AS SHOWN
STANDARD DETAIL ALTERNATE DETAIL IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS DATE: MARCH 23, 2fl11
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
MAINTENANCE IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE Sheet title
INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
IMMEDIATELY. SHOULD IT PROMPTLY,
of A SEDIMENT FENCE COLLAPSE, TEAR, ARYT DECOMPOSE OR BECOME CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, EROSION
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSIT'S AS NECESSARY TO PROVIDE ADEQUATE AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE, TAKE CARE TO AVOID �
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT FROM THE SKIMMER AND POOL AREAS. CONTROL DETAILS
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE,
K'_5_�-TEMPORARY SILT FENCE. (�_6 STANDARD SKIMMER BASIN sheet number
�101
SCALE: N.T.S. C-ED.01 SCALE: N.T.S.
C-ED .01
W.,\JOB\E8X857 - Triangle Brick Merry Oaks Renewal\DWGS\CIV\C---ED.O1.dwg

TRIANGLE BRICK CON4PANY
MERRY OAKS FACILITY
E A I XP .--, NS ON
INDEX
COZIERSHEET . .......... .................................................................. . 1
OVERALL EXISTING CONDITIONS. .................................................. . 2
OVERALL PROPOSED SITE PLAN . ................................................. . 3
SITEPLAN . ................................................................................... . 4
1910
GRADING AND EROSION CONTROL PLAN . ................................... . 5
1411
ACCESS ROAD PLAN AND PROFILE . ............................................ . 6
NORTH - EROSION CONTROL DETAILS ......................................................... 7
ER- ION CONTROL DETAILS ........................................................ . 8
A 1
MERRYOAKS , 4
w
, 1911 1a11 — —_,...___�...
n
i
a
w
a
♦4
S TE
4 �
loll
e
LOCATION SKETCH
NOT TO SCALE
OHAYHAM C <> UNYY NC> RYH CARC> L ILA
\Ir�rltillf/1�
ESL,(B JVW `*�,�� ��—ssi�e�� r
— p �.��'° DATF- 10J15/97
Uffim CSL SEAL
22202 $ (w - MCE PPQJ, 07570008
C) emm TJW .y0 � �@.�, �'�, p.� 795P7A01
� r'��9 GI�t�C.,�'���... � DING Fll..E # �...
r . �,�. TJW 4"' I `` OCT s 7 DATE
L I ' '
u iititrrrt►
I
s
r)
co
O
C?
O
n
FOR REVIEW ONLY
cn
NOT RELEASED FOR CONSTRUCTION

/
\I \� \ j � Z z
- ,,­ ,-, I-- , ,-, � ­,7 I ---' -,,, 1-11-,, _j 2 I- 6
1�1� .-I � ,, ,., * ", , le � __� 11 _� - ­_ -', �___ -, , 0) a..
-, ,� �_ - _ _ , �_ I" , .
� , � I 1� 11 'I'.,
­� � .1 " ......... y I - ,--- " \ .., , ,. __
__ ,/,,-, , -, >--", / - " -, 1 ­14 .
. , . - ,
- I "I , ,,�,�, ,­ . ­'. -
, I- - , I r1l, . 11 , ,_lll _D,___ -- '--, �,, -, , 11
- z " �,�� /11 �­, z / 1, _,l " -_ - � 1�1 1, - _11'.
I 11 , " - ,,,,�, --�, i� ,- / 11- X U)
-1 , - __ /, _�,, - , 11 _,_ __­,_,_ _­__, ,
) ll� � _,/_1 ,_1 I - 1.
, "
I 11 - / ,�, _� __ __,_ --- /�,__,� -- , ,�_,, -, "%�L --
, �11 �, .,,,-,, .,,' �� .", , ­�,,X.7_,,,�, ,� , I ,--
..(, , J ,, _�,,,- - , A_�_,,,,_ . I ,.� 1, 1, ,_,,_ _-
I � 1-1 "I 14-( ", 1 -_ _',, ",,,--,�� - --- -.- ­_ -.� ,��11­1_ ", � I -11. -_ - _ w z
-1. I" ,-" ,-, � / / I'll ", ),.,'-- __ __ _ - t ,_. ,_ \ _ .". ,_1 �
- ,_,,�- " _ _,_ _'. _ _ ,__ - z , - 11", �_- ��,, --- ,.- -- , �,
,�- , �-, -Z "I _�, ,_ ­1 - ---,,;�� 1, I -, . ll .
, --- " ,/ / __ __ _ _ - �11 'Ov / _"n 1, f ,.,� _ � _ I k .j 0
, . .�,� � - --Z� / �
li, _(l � , I - ",,,, -
i­ ,, - __ , �, -_ - _�
_�� . P , __ - __ - ,.,-. .- -.- -, /.,� I .- ___ ­ - -),__ -, _ �_ 11. - _., 11, ­�, i _k,' --
Z - - / /X�- - " , -� 1 114___,�, -,
)1� - . ,,�� ,-I - - �� - - - , �-�:-_:�, I - ,, ,_ __ -- __ / (" 'I "2, .1 / .1",
t il,/ �-�- ___�; ... _�� ll� - . I I ______ E j I/ i � . j --- --- _-, ,�� ", l _� .,e, - I ,.,� ,,, / , " / 1. � In�
hi�i�,�( ! / I _�, ,�17� � . I ,fl �� , I I ,, � �
I ,, �� , ."f:, I I I � ; � 11 �, I I X .- � I I wo
�,I I I i !L-k i , -,
)� !,I t!�,i 1, � -,,, � / , ­ ­�­, - 1�__,l, , I" I" , , " -, I .. 1Y � . I , , , �, .1 � . ..
- v,fl.�, � �11 � � " k � il- - - E3 / ___� ,- --�,-­ --, - _- � 1.1-11" I., ," � - -, 1, �, _-, ,­;-,,-� I -
,
` '
.
��,�,Ill " " � , 1 if ,,- 1, I I / � -- "' -_ _� .11" , /
1',I 1, H, ,� "' I � I / - I , Ilui "" 0)
i,!1111�11�f ", t 11-1 " ca
� f "% , E
. LY , I , - \ Z��, �.,
On�w I �� �V�I,% W � % \ ,,�t( �t I I : ! . . I r, ,_ 'J, ,-", " ; 1 /
, � , 1 11 .1 I (I � 11, 4, s -�, - ­ '' " 1, . e � C
:19!114� , , � I - 1 1 1 �).,�i�i �, � I " I : I \ � \ -1, -_ ­­ -- _.- �..,,P. , ­� ---_ - �4 � . : . 00
'I ; . .j ,I � 11 A 'it ll��,,, I __ ,� \ 11 ,5� ' , ,_ � . �
IiNI!11) I [ �
I "'�,; I " ;t,l I / . � , i O � � 01, ., ,llc� " -_ -_ .- ,_ ,,., " 9 , I I
I � -.1 .11 I
,�, u 1. I I , l I I f, I I I � . ,_�, 9el_ .--,_� ---:.,_,_ I— _ -- , - 1� �__, __- � _� . I " I 11 � f
V 11 � , � � �t / I �� �, I I I 11 ,,� - " ,,� � I
, � � ! � qljj I \ � \,� 1 i o >4
� . m , .cr
I % I �, - -_ - ---. - -_ - - ,_ ­ � I , j
6 I I i./,, �� � , ; I \ i � � I C�l \ �,,\% - ,� ,- -_� '_ -,- __ __l "I , ,., ­­ I...- , , . � %
I - I I
,� , - __ . L_, -1 ` I
11 -, I , � *! , I L.
. �,r 1-1,,� , .3 I/ I � ' 1 , 1� �, -_ ' -�, _:_-­ -:: - ', I_- If �, " �,
I . ", ­' __­ _, , I I * I ) I
I . " 1�e_ -, - - _�_ ­ _­­ ,_ ___-, , ! I
9 , �-� I O', \ ) ? ,� I ?� — \ -,.,-, I _ ­ , � i 11 "
I 1 1 .�� t � I I 11 a w I � 6, �, ­� I _�, / / , / ,_, "' _­ I I � ) �
j i i I ! I I ,\ I Z,O f . , -_ � L.
, j j : _ ,\wil i W, � � 11, ,41 . ,�,N , \ \ 1, / ", : 2
1 �4 1 t � 11 < i. � ./ j /, ­ - .11, 11 , , , - " , , j i 11 . %V CL mv+Ae
.
'
`
,
`
I I, I k , , . � I . 00 f t % � 117 ,,- "-- - \ \ - \ jll<
.
.
!W�0 11 / V // /, / 's , �, . � - , I , / i IM �o � ,,�i�,�, ---- �� r-,,�, ,\ " I -1, i� t � �'I,' i �
�,f 'N\ I ,�, \ � � \ � I _� � � I "I
(q�t I 11, /. . / ";,I , " , __ "., �,.,%,_ ,I f . ,l, ,, N I > i 'r / 1, i,f �T. f -_ ­-, ,-,, , ­,, / � ,�, . � � , � I �, , i.,�
I ,� ,:— I F
ii�t,l . .1 . __ N\ _\ �� I/ j��V�. ,­ — , __,,, -",I , ,��,R I -,lj�!j 1�i! /, ��_�_N:,:,- __ , \ \ __
� i f �, \ \ �_� —\. �,, \ u I/ ,
I'l, f,,,I , IK, ,,,- �, - -, N � , �_
.,�,f,jjl� w��I,,�,I, ,\ \ , -, ,-"N , ,, / " /, / _1 " �0 i � i I I LIJ: .:s \ ,I , �� � . \ \ ., � � ,I . r�f - (D
. � 11 -,,, if ,� i ) � � .. I 11 ,..., , I ) �, " t , 1� ­
,' \�\ " I � � - . 0 1 - __�__ 7- 7- ��_,_-J, ,,, / __
( \�.�\ :V %I �� k � � �� , ,,�, ,_ i
'
.,�,, N.,\�, , - , , �, I � " V,,I;i I� � "� " 1 4 _ -, . , , -," , �. J � �, ,I I
. , �� , ,* , ,.
.
�, � / � , / , �1,, I , � ,-,-, , k I __ D � , , I �, ! I ,, - _/'.,,�,` I - "" " w `
^
^
\ I-.4, N��, -,— _,;-� i , ,,- � I I I I I/ I - , -,.� ^
`
.
�
" � L 5 4�
,I, , , i,el, \,", j/, / �
.11 - I/ I i I ____-
'
�
.
,
`
.
�
�
�
71
//(O-,�--,-.
_� ," , ) P_ I
co
11
T i,,-J-� "(,/-
II
il / I
�` I li
11
i I i
III I I ll,i�_,I
'
/ /
' ' ^ -'� . '_ ' __'
� ��`'
�

R
a 4m
NEW ASPHALT f
DRIVE
60' R/W
• .gam, , �_ y,. � .
NORTH
cc
�aIE`
POST SCALE: 1"
= 100'
NEW LOAD!4G
DOCK
i r ..
CONC PAD
W/ -MANS
s
r ONE STORY BRICK AND METAL BUILDING
FFE = 270.59'
EXIS'91INiG LOADING
DOCK
I 1 `I: r1 1 l .........
I
1 1 f I I CONWYQR @FI-f
E
EXISTING PROPERTY & PERMIT
t 'r.E ,roY vrALuILDI:Ic BOUNDARY LINE
BRICK STORAGE YARD I a
I
} 5
1 -
P �.GL� t
y p 5 1 4
FUTURE N.C.D.O.T
ACCESS ROAD
(6O' R/W) :;'^ 6p9
--NEW GRAVEL ACCESS
�
E CC
ROAD
EXISTING PROPERTY & PERMIT
BOUNDARY LINE
I R A /iF'�14f ONL'�
NOT RELEASED FOR CONSTRUCTION
1,11111F1�� +> t,
• r" ' �y '� DESIGNED TJWiC�L Triangle
� SGALE SHEET NO.
ASS! � .,. ..... i rJn��. IC/��; �' __ SRIZONTAL: �
_j-
a SI~�I. C OVERALL PROPOSES AS S"owN
,a 22202 ,�, z r-01
I�1C PROD. o �oaoa r
- P CHECKED TJw ENGINEERS• PLANNERS * SURVEYORS " ' vt=r�TiGAL:
& ' �� WIWINGTON, NORTH CAROLINA RALEIGH, NORTH CnnOUNA
- �. ! SITE PLAN DWG FILE 7a p 2 I
EV.NO. Q_ CRE. Tt�N� ,'�I J, ��� ��'* 1 "( iI `i'3I udtfE �tcG.i. 3�iic?. �•• Sy twill L-0 fvvRIH �.n��Ll A �� 1 k � '=� � if�� I I � I I � � I
REVISIONS DATE ' ���f -A '{'��t ` �LCT 1 1.,, r _ u.: ` Irl�nrl n eIn r rn nl I 1 1 1 �� tirAV 1 L^%W1111 I SF.
1 !

e
TAL BUILDING 50, 251 0 50, 1100, 06
• ! ,,.,.. ._ ,.. ., ..e.., . _.,..., - . SCALE: I" _ 50'
40
NORTH
1911
OA\ L ROAD
/ ! ' \\ O 1 \ NEW 5' SIDEWALK
9' WIDE x 1 S' DEEP
PARKING SPACES
INSET 'A' CID
i .,FAD
� � TRUCK 11 PARK y
`3Cie R
AREA
E
/
C A T I=
POSE
POST / �/ / / / /'/ ♦ /�
45
AGE
�. SE /
1-01
IPF
�'XISTING ROP�RTY EXISTING PROPERTYI
\ \ LINE f.. �,. % . �% / • i : i /i /' \♦ LIME
Q v -
/� af< GRAVEL
NEW LOADING ! f _ W. . m A . . ®r ROAD ---
DOCK EXTENSION ` ` GUARD
-
as
—POSTS
GM GM
CONC PAD
W/ TRANS
/ � I
LRETAINING WALL I / R
PAVEMFNT
t 1 ONE STORY BRICK AND METAL BUILDING / I
FFE 270. 893 I
0 0
I !"I�TURI N.C.D,O.T. -
'� 1 ACC R/W j ESS ROAD
(60 COf�vEYOR E3E�.. ,
t l 1 I
i s
1
ONE STORY METAL BUILDING
FOR REVIEW ONLY SEE INSET Aw
y, N07 RELEASE® FOR CONSTRU i ION FOR CONTINU TIONi
TJW/CSL $ Triangle Brick SCALE FSEET N©.
DATA: �o/i�/g�
HORIZONTAL:
SEAL nw� CAL .L �'
2202 ,� ' Comtw%anyOVERALL SITE �I; �R��o o ' s ��oW>�
�N R ; 04FEC EJ) T�IW ENGINEERS• PLANNERS • SURVEYORS VERTICAL:
.,� � GII.M �Q�`�.'� WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA a • " PLAN °WG FILE # �aCc>�Snr
REV.NO. DESCRIPTIONS Dp7E •,�; J. WA�N +�`` U G I ' '�q DATE FROJ. ENG. T-�W SMITHFIELD, NORTH CAROLINA Merry Oaks Facility ___
REVISIONS ���r��Et��ik -
OF:

Z
270 �` ��,' SCAL-E: k" - 50`
"-d
! L A
NOR TO H
O p3 3 ` 8 .r f c!.«' `. ...-... -- .• .- .M.- .__" ._a.. , --- � � = -, w'•"'" "a,.•.b: `� "A '.••, ':..�-.,_."'_'; .-,.. - ....._"`.;.,,W.- :.. ""^'`".^.. •,,," • ,....,.,...ra'^ q _
-- "i � s � .rr"s•"p• _.^.""'� -_.. 'xr rr. -� ° w w.,...�,: `..`x-v. ,..= "",. ��M'.;--1 -._... --... e d•...,»� - �°��'"`" ."'w"^`•.a, ,,,
} � F' 3 t % � - .. - a.^,• „.,.,. ' ' ,.,-;. =. "A:,rr,",-.»."' ®'®'arv-,.,. ` _ j ,. "m".w.m .,-e 1 �'�""" ".. r '"`w ��--�,e"'�.;V""- --,.-"^ ^.w`•.""`- 4 ••°...,.e.✓° "a`�
y ... ._.._ _.». . . „ z 9( ,»•- � .,ms.'.'"'°` ^' ,„'"` ,•".'m° r .a . ^-^ -- '""' -.-a.,.r. .,.,. .-... _" ".', a ,•-a,m R� `,..1,•- _ _ _ ' .^°^>a,"`5`-- __
_, i r _ ••., € I ' d i t _,:' .. @,��/
1 _....-1 A -r "' - ..••- ...a„R.o,.,,, - � ' - 44. .- " ®"g -_.. -,.._4„" '"'"' .n'.wg.. :.-,•.-,.. -^-��"�.9'.. _ .r_.. a ..- ,..a
~, ¢r s I '' .,�; ".r.., ..,.:,IMF _..,�^„�rs'm°'" y '.,.- .. ,. j - + .., -..... „„ ,,..-,w " - •.,:.,,,.,. ..:>•' .. E>�L E ' -w•-._.. '� �. �,�""'• � 77
� = ^�'
0•`.i / .s''°' F ., ' .er Yam. -. ✓' ,.... _ m _..... �y-' `r„ ``4 _.-}. "^M,m..a t `' ' • ` .t _.,. . •A' .xi,.: r.-. - - _ ;-.. ..`.
277
.r?': r''- _✓'s' r=d mo-' - w '-' '" '/ --'S....a.'.' ..- '°° •-....m.v .,.......,. r,....ea^ey.++ -.,.,.._: __
JT1
. EE6
1,
,
., � J ..,-^-- � -.s»'• .r .- y " - . ''` 3 -+ + .,,, ,°,,. �' GRAVEL
Eg A�,A O
30" 12" RCP
�6 Nhh,
EXTENSION / . " p��y f 7 ` 4 d ,�• �-- �r __ '� ,, ..... `_ F�� 280
'' d "� \ t ` ' s.
_ _ _
{(t INV IN=271.00 '-`,. ��y.�
^' r� F r _ .--
°
•..a. S�NI.�'�� ��"� ,"''.�"'` r^J�f }� H -.. _ - - .^.._ . _ - .._. _.-- �}� 5 "i. �'`•..
m
{ I
v
rr
\may\ -273 UG GAS
274'� ..-. __._.,,.,- �. � ,� L i � '1 \ � !' ✓ ! � I 7 27 4�
r .s r'�
' r.
2 100°ELF 191 ff 0 0.�0% 100 LF 1 CPP 0,50% 1 a0 LF 1$"L�PP 0. Q% 10a-CFy 24 C �`Q 54 w 1fj0 -2 G '�^ D 1A 2 -x� 0.50 0`' ' 122 LF 24"CPP Q.50% M RIBA= 270.50 , f
i / �✓ 3 d 9 I U s I� w` i S fx a _ 1 _ ! I
271 - �. " - NV 263.89
� 2
A INS
r. _ r GAS _� - / I 1 P
INSET A A� o ,, Q , J �. Q I = 7el�
_ _ _
v� 9 41� U , Q , ' I - 6 I - 2 - I
5 0
�� � �°`• �i /� � / ' ] j e P � 1 I 4! /f / ! /' .. J ..`� ! / l' � � ` •ra'� � / I 1� � 4' � 5 � ! � a e F�£f�i F
'-
� � ;- , " • �r ,,`,p,',r � � ; �`P � � I � � � � � N%` � mf--'." J rlr / '' � I /f /� . . � '} ' 6 � . , r #$ � $`rE�;l
- � ool
� ✓ . , f 7 , R, \ 4 e� `11� "y ,� - ., F +.,, ' f/,✓ �, /y � _ /// //// O q` ! e � d`,? llt"
V0 , 6 r} ..Aa 4^3 . - 1" f •da y r "' / / 8 i { t 1
f /� ,l� A e � ""..C�-• � �', h, •,, ter /./`/ w\ � '•� � , � �
f !r y" t _ -_ 1,� �_ �y 7 ; ,✓
L PVAV
t f V SHAPEfl v 4 - / / , ,`" 1 '1702 8 .5 / �` N Nv� - 6 .8 k 70
1 SIDESLOP - / V p = 2
. P 5 -DEEP
• ••°� a f .� .� .. 1NL1�i' P T �OIti `^. tCi � M§
• ,4' 1 ,r.'�,++"r .<.'� ! ..j_ t S �'�'�7'P� ` \ � k. )- �. ��� i.)�Jii� J'/ � / "' / �/ � /' �e / .� � f / / / 9f l / � / / / � • � � I � F r r,
� �t I 23 c / / f / / �. / ' '' -- 271 Yl 11
/ '�•' k j' � i € 't RIM=�fi3.75 9"""a�. �" 4'1�A�• 2 '\ 'y� r� � L.. 5
S E, w 27 .00 )7 �� f• � � � f ��� -� RIM= .` �': �
s I i INV OUTS° i0.19 �. SHAPtD _ U R 2 / /"� F p1 ' _ \
t E �` �.OV ! _ S / / f - f f `\ !NV IN=� $ j ?`tl t n 31t SIDESLOPES / / J 25 LF 1$" CPP 0 0 Q9� 122 LE, CPP � 0.5Q% + s -
J 1.5 '-D.IEP / v ,Lsue ` // / f / /f INV QUT-' 0 r
- - a
rr
271
-t-r a Q� n r / }r G' ,/ l ° 3 - I s
y �'- 1 I LF 1 U RCP € 3 'S 8 r"• ! i ° �..- - i r " F r
J1
I P e '�= -A r. rev 0.50% ` 26
205 -� OAK t XIST YI �'� YI 26
€ f
RAVE' - RiM= 7
EXiSlIING CULVERT,$ITH NEW`1 L. _. .__ \ !D.50 INS 2 .5Q YI RIPI AI
i-
lN- .1
__ ` �1
2 _
�:. � Itvt- 270.50 s
INLET PROTECTION TC1§: REMAINS - � �'�` , _ -.�.. _. � E•" ,;��..a ' �� � /6-A-1V- -_ __ -_- -.... ----__�. _ . - _--- ... -_._..._--- _ _,�--�'- . ... _ ._ � � G f �'
' - � OAS ` �+f- 2 2 It�� BItT= NV OIIT= 2 ,45 _- - -.
f ` - ,UNTIL CONS1,RUCTION -- 271 i
3IV IN- 26� 9 Y
!4 i 4UIRE® IN iIS ARC, )OUT 2s3.19 X � a LF 1 Pa CAD Q.50 s �� 10a L. 12" PP 0.5Q : .:.100 LF 1$'°CPP 0.50% " . „ �1 i A'PE r #
RIA�.:----2$7.fi0-�_ �bt >� ) "m � AVNEL� l
. ., 4` 271 271
I 7 °
i o _.._ ENV OUT- 262.58 CPT_
1 4 �!NV I N 59.27 L- 18"CFI , , '�'' \ �.270 -2
J � , ° ( 1 , , INV�= .27. __ _- .r .- T . .,. ."... .,._ _ v
1\ FES -` .i 4 - •. _._ ti VQ'S0
�V 25 _ _ a _ - A 17
I Z� 1' i _. -� ,_ 340 LF�3i ' CPI T1:� %.. w ,� , f1 M .. aQ_ a. m �.. �� _ __.,� � ° fig `i ' RIM
s�8. 0
_ _
� ' -- .....� v _ lm. wwe,.rw wa•�'° "�ea°'�a •y i!
_JB
Gl 1\�R- ..e".-r+• ---- `.^ ^ .W..--.-r, - .ae .. "`w.\ a s Y j,
_ -- r GQ
.T..- J f f
f
\ - -- - -- - _.w - _Fail -0.15 \ 1 � "® 1 Ot 8�a
5{3 _ - ._ _ - - 1rk m �R P Pvc 1$�R P 1 "R P" 1 "R I� `
\ _ � 1 } x, 1'68 ` •^ `_ _ __' - _. -- _ ..- . _ - - V IN- 2fi .37 -.DB-'-- rM _ `�. 268
IN IN= 2 2.3o LE_A) , K �' % -; r
kvCONC PAD
v BUT 26L.37 ,TAL ACCESS � � � � � 71 .7� � ���2r duo � y �. � � �
t W/ TRANS I���"�- $» g �� I�V�2 .� 27�1
i r _ COVER T P=269.6"I TOP'=269.35 TOP=269.25 j.
�ysq �a*•yy�g O TCP•=269,2
L f r /
RIM= 264.75
k a 9 i 4
V T= 1 r r
IN OU 259.5 I PL;/LI;,;L it q f _ YJ r ! ?
J
._
r t NIV= 26$(t�k1.2- _
\ ONE STORY BRICK AND ME � AL_ �30kLD1NG
EFF 2/� 89' w r d
9
L- L I l l
6 4
1 ' 6 PV'O
TOP � 99G .9 !AIM= 66 DO so �
FE5 1
1 g
R , 1NV OUT
INV IN 260<4
INV 0 = 260. 6 l = 258.QQ
� f, \ 1 .ter~ :� •-�.
15 RC
cp
eG LGI�V[�YO BELT c� 55 LF 3('RCP
i 1 \ • � 2.46%
--2.yP
\ � .� '! � k e^^. w+w" .» aFMu v•-%+..w,. wa..,, � ' a x � r� d�1,�+\
l ` l � • P c-,.aa.. r I S 1 9. r , g 1 V
11 F6 k it
d
_-
;.
6 Ft
QNE STORY METAL L3UILUfI�G
FOR REVIEW ONLY � � � , ,
NOT RELEASED FOR CONSTRJCIION SEE INSET '"AA
FOR COI�NUATI N
r��1�111rr/!1 °'• � , \ I � � .� if���l ,r�� �.
Triangle rick SCALE 5HI=1 NO.
DESIGNED TJWJGSL DATE: io/15JR7
"�� � � - - HORIZONTAL:
2s L a � �L RADINGA AND EROSION MCE PROJ. #mmi� AS s�IOW�
Cofnapteny r,.HEc�:Ev TJW ENGINEERS* PLANNERS • SURVEYORS VERTICAL: 5
WILMINGION, NORTH CAROLINA RALEIGH, NORTH CAROLINA CONTROL��� PLAN� DW��... FILE # 7q�F�7CtJ1
REV.NO. DESCRIPTIONS DATE r,� J. i fA1S�1 ,•� OCT CATS PRO.�•_ENG,_ TJW SMITHFIELD, NORTH CAROLINA MerryFaci
REVISIONS ��rr+��i��►s�it OF:

I
�/ ` � ,�� T / �1r f rpm �� ---- _.__ F )
II r X­,_�
'•_ ._. _.,_ _._. g Lu O O co cn -t- cv O Co Q � N O co co �
m i t�&D i `,,_ _ � - � ., al r r- r. r I,, c0 c0 cfl LD cU ull T) uy n D
y `-. --,n \1 T N LV N (�€ N cV N N [V C-.I �I N tV N1 N
! , \, t t z in �, ; I j ! 1 i 1 I 1 I # i I I Z ¢ o w1 - _a
` '°k �, � 1 ', 1 — m.�:._.M. CL _ - 11 lk I I I I E ((( I 1 € � `s j` € ' ! 6 u -- �
,� i1 �' ,,�� — R�W---. ,..:.:....'... ,,,,— �� � _ � I � I � � � I 1 � � � I � � I I � s ' I � f 1 � o
lr 1 : �V I-- =.. S � E I � i I 1 ' I # i � �M/ =
\ `` �_ _._ . ,m-- _,-��. Cj w I 1 E I I I 1 1 # 1 � Lr
1 E '
\ W 6
\ �, S� � � I >- 2
� i \ I � � � V..t - � -� I --t.--..—,, � t i � � I � s � I ' 1 � LL'L9Z —�.�...�..,.,�
u, �n _ - _. ,� O I 1 I _j _
LO
V 0. i L I
r) `; \I1 ,\ \ ` `;`x ` ' ---- --- �� ._ , I I I i I I ° i 1 i — n I-
�:lli__ �,l i 1 \ � \ - -b i I I I ( '� I ;} I IiL­_i­
a a
' IIN 11 ` �` ` °'Ct \ `. �`� \ N 1' I I _ .s e 1 �d`I _ _ _. _ ! 7'L9Z <r
€ ' \ `1,�, \, � '\ '.F `�cyca�c�� r1�rV�rj rrJ i_ I I �ii I ` ' I I A I I E i N I W !L
�(, � r V 'i `� �/ ,.a I i 1 f i I 1 i W
'y, ,�+''� '`,:, t 'l, A �� I i i !� ! I I ' I 1 � Ii } �I I I } i I-' Lu V
' c-s , co r 1 a. € i 1 I I I I i E i I �. V 3
\ o f ( 20 Z
/ • k � � �` � ,� 1 i I I I 1 i ; i i ' I € al j
i � - I I + s E ! i ! ; 1 I I j
�*� - a r , ,� _ .._ �.w _ __p.. W_ --�_;.__ .. gym_ ._... .._ -o --'--�---
r is w_ I I I i S 9Z
r t• i I 1 i E €
1
I . 1
9 E
1 I €
/` �� �`JJ ti 1 s I I 1 I! I I ' '
o I i I I j, l I
LO / q `� \ r' \ i I I I s I I I T i # �� E
C^i l t ! } I I 1 I E E
II •� l i 1 I I 1IfE! I I i1 I f } {
IS f "�"° ,� _ ' '1s i ~f" 9 t i } i r { E E I ! 1 ' I lh 1 I 1 I I I I t�
� 1 \ I _i I 1 I j i i 98`19Z
1 �a �� I - € --- _.. I I � (,
�d. Xp ) I :, ca t ' 1 I I j I I 4 i j 1 ' i !
/ I I
r ?I. _ I 11 9 9 I II I g I l i i Y
/° r �. « '� i n '� t \: 1 E E I 1 1 1 ( i i i s
r ."� , uo e[� �•'•� ` �"'�'""' 1 I III I I I # E I I i # } i i I 1
r - i 1 - 0 77
� �- � € , � J 1 � i \ I -I-- - -_ ­�_ -___-­­ --,L "-- _j 1�7 ," ,-- - ­ � �Z
Oar �,- �- I ? �i ��] (/) i I I [ # I 1 I I I� i I �i E 1
r, S rJ r14IyAQ1^ I II iI & ' I E I I
' '," r " -N,, ,tea t{ iX } � E , i I I i E E I I ( I I { i
- . ' _ .. y,° r ti=fir k M E i 1 E i 1 I 1
/ .' fiT Z//,f, -- c i �' �� ,'l ��a� ��P � C. \ i i ( 3 i } i t j I I ; 1 i I I 0
'j I I £ l 1 I ! . OCE// -.i /j'f�' / /� \�» � 1 i - e- ti ! i E I I ill, A 13 .1d' ry I 1 I i �9''b9Z a CL
`�; / ,�, ti ��% �,� � � � , q _ i I 1 Z d 5 d I i I 1 1 1 z 'b9Z N
/ / , 1 i (I I P S \} / 0 �.. r< u� I I I I j i 1 1 , I
/ / f ,`"I ! 1 QU 1 i .a"� .a w o su "e.:T ao Sri t I i I 1 $ I E i 1
s' , .` 1 4 1 . 11,11111 , % ' + + 1 I I
Il I j i i I I 1
/ rE , ) 't ,� J '�r�I - r Lri l ' d i } i € E
/ / � :� 1
/ / F / i I f f I , � II N -4 1 ; 1 I 9 ! I j
/ ' - - \ @ l - . d1 � .-- i € , _P� 4-- �I ._ ._". n,_.._. _._�_w 6 4 i'sZ �+ \
/ / � . 'f,��''" �-`�.. - •f Q om- 11 1 i F I i ! i i i ti {@ A�1�,// z
1 / r°; // .f/ , 1 '� � I 1 I I I I , i
J t .°' '"" __' L[)� `<'+. "\ ♦ { _`- Y I I E _r I i . E E 1 i � 1 } ° � #
1. S 1
1 ,, r � I ; ' i E t' 9Z 31: I I i i ! o
I m i . -- ___4_ _ ��_.. _ i I I 4'�a9Z
f / �'< 4 d j'' f ; E I I (�©1 I �.SE ` I E t i E....-.,�_,�` N
i.
\ I
' 1f)\C,L i U) S) ..-__ 1 I E 1 I i I 1 I i } ;'
I - �. [79Z
' �, � r d !` 'ff, �. I ! I I I �_i _ ; _ i i 1 I I
ii
R' rr ,c% 1 ,,", I € i I �C*13 Al 13 1 s I I II I E I - 1 i ,«,. ..� .
, z oZ � s iadl } I I I f I j I I i
2 1 I I ' 1 I I ! I i , ; I o
I '� 4 l 1 V 1 S I . i 1 I i ? i �+
I �'`� �{ / - _ ! I �� !i I I [1 � I 1 I N A
i I 1 r�l ( ! 1 ( r i 1 1 I
` I ,, .,' ' ; - I lI I IIf chi I E { 1 I I I I 1 i I e r
I ii{ I I i ;! 19 I I I }EE
r" i m + I ( E i i ` E I i 0
,� ' _ J -.: I . ` i . I j I 1 i t I E I 8l`� 9z
/ L �j x < I I 1 { i 1 ._ u. ! _' - + ..._. 6'b 9Z 2 �
f r . , _. c? ' 'L 11 I i } Z '4 Z i/t3 lid I � i I I i I ! { ! [ # L. LL.
11 ` r r i V r L ' j 1 I ' I�
y 1 L , ;", f t 1 1 1 } 9'T+�I, I Ivi d i o" 1 � ! � i 1 � � I I I }
f ). i"r" f '1 T � i - - �f f1t. ! i i it I I I 1 I v' ! I 1 s I 1 :i ,` - I O
I t :� ..-_ : A
i i E i I ' ! # ' I # 1 I i £`<`�.39Z;_-___ -,- _ _ } i 1. + . w
f a - / d °�, E 1 ! I I II i I I } # I i 1 � s9Z 0)r` € fir i I L 9 Z :� d L i I [ E [ : I �"3 e 3 ' , � - -� i—� i 1 1
I
1 i i ;,, ' I i �Z 99E}S G �l S �Ld 1 l 3 1 I j E I
� ,' I I � -. i ( i I
/ 0)
t ) -- a :� v, .. 1 1 I J E i ` I
1 � c 00
/, / ! f F ! i f;, f a I+) t! E S 1 I } ! I I r I # I I I E 1 i E
" �77 yf b� L9Z co qr
s" - ' 1 _ ;{ j`/ °a I �~ I I I � { I i i ? } !99 i O'L9Z a�� .0
r ! /i !1 I 1 I ! I i I I
I' r }y ! a I i _! l7. o! i I f / ` t I I L.
p I ' tq 1 'e E 1
a° (i r_ � J \ - "/ '`i€ Q L] 11 19� i I ' i ! I 1 E 1 E 1 i 1 k 1 !
�f I �.� / r � y�� � a; ` i � W ( I ! E I I 1 i I I j E j I 4 � L.
,. +, y * i can
7�, 1 S �. �, e s' 6 O ✓ �/"�� �/ 4 -E t i i I I I i I i ( E # QG of O
0, i it / /' r_ I a� %-��` j 3 IOZ n �{ I � I I ! �--_ IOI I .#I _. _ f_ i_ .. w �_ '9'9Z 00
t ,.✓' ::.•.. T ",i �. 1 r .-.f d I�. i — I Y.-"�"-^-r i I 1 I I i I i i
f r ,� f� _ �' r'' f/ 1 / ,,,{ i 1 1 1 j E i f i i
I f r ;ll .� ! 1 j '� t" p lI i p i i I�Z 1 7' I 1 6 I E A 1 ! [ } E11
• f, € * ,/ 1r I / I i I i i i )s i i i i I } i 1 r
� , , .
/ f a E i f { (( , I i t I s 3
�' ! (� 8 I ) # ' .I r� ! i ! 1 i I I 1 r / ! I I I I I i f
1 Jf I Y
r� r i f (� .'T / 1 i ( I E € ' E
f .� 1 `,' v"� J1 rd Xd f .= 41��: :..�, 1 1 j ; i I ' 1 i [ ; ' I # ,
♦ i 3!? i I Ei fi �](�ry
ff r ��• Jr ; r - i.,.�,.1.._ 1:� ...�- ._.__{ _ _ `_ "" __..,._,,.._ _"..- .__i .4 _ ti-_ .f.. f ._ 1 s7.7 E.
�/
/ LLJ
r' 11 a ,, w G v , f ' i i _ --I I 1.. I I E I ! �` C'69Z
f ,
e_ _ . . " i
?, � � � " I , / "_ � - I I � 1 I � � E I 1 � I I I
dam'
< r• J s 9 i ' i I E' f
�. - � - 9 1 d i- � i
I I I I € I „�. j
s' fi r'' is iig" Id f l I I 1 1 { I 1 I 1 1 I . I I _ i i
(� II ; 3 i E I
✓ 1 �. / ,+ w �� r - j 1 > / J ? i' I t I I I I E i I i
. i j 1 j i
* I I I 1 , I � I 0 L__- . - I
,f 1 / �" �r -r E ,LQ ''� 9 X Qi -1- _/ `r/"I K r $� 1; { s k- 1! i s ! i1 i i j 1� i I ' i 1 i I I 1 £L'�39Z O
___ A. _ .Q. "QLZ
/ I <
s 1- r f ,� arJ I : i - I n
-fti f 1 + ..d 1 { ri I E ] j--., i 1 1 V I�..�. ,.._L._ ..�k..._..�_ -
[ �.'- f,. 1 [ p F �' S ,' iiY E 3 3 Et I I I i I ! } I f !
1 ' / - �� •�- f l- ,I g / }y ' t i ` I 1 I I I ' i I . i i
r' j - /�� R- ! � �,...,•,.."'°" '�-^. *D i" ! t` rf �r q� { . i ,' i I } [ i I f i 1 1 # ] I 3 I i i 1
I ; j f �!} 11 - f I i i l i S s I I s ? I I i I i I ,
f f W 1� l i .�� t f t - f 1 s I 1 ! I i {3
C I° d �' -P t e 11 rI i 1 5 ! i { i 1 I 1� j ! I i ' i I I ! i ::J
7)
' r d,/ F 1 - } 1 I i I E E .,. �- E I to,159Z
i i /` � f i ' 't 1 dr , - k __ .L _ I _..._E _.i r�
; _�e - , _ :__ 4
�.___�, [ f i I I � � _ I _ 1 _� 69Z
1 , i t { 1 I,/ ;I I �.` 1 I 1 � i i I 1 I I I i i I I ; 1 1
1 I a {'�l 1 i I 1 i 1 I I } i i O l-
] i E 0
�= F � � �� I I2 Iil II EI ` l � _�
._ o __
�1 i t' W Mrif 4 L � ,�f{ I, I i I t f i j i } i 1 ! s # I s [ ! s �' = �
1% 11 17) _CV I 1. g i I I i f S
\ ,S �i • R Z I*IM € fIN 1 i I I I I _ 31 y_ ,». _. EE{ _,.,,?.---_ ,-i-_.._.....__.�:.__.�.,_._ I i._,,.._- r_ € i i ] Wl ©9Z O V) EJ C-)
i 1 C7® t� C> .`' � I 1 E � 3 jj i 7 , j i s ! I 1 j 9"69Z a -_
ll
4 @ i' I O 11f ^ i `�,)
F W 1 f I } I i( 1 I J I 1 i I I I i I II ub ,,Z�t,
��' S i m _j a t ` E i I k I I i I ' 1 1 I E I ',� [ z
#, IY a F r � A 1 I j I I j i 1 I I s I i
�,-- t . 1.• am . A € zoU -�., i [ i I I i 1 y � I I I 1 1 1 I i § s o V_
;.
-- {r ��-.� e .� a --- 1 g - — _ �b , 4 _ ; I j I i I } { Y i ! � - , ' t -
1 .v.
r- j I
t a, % e _j 6� � �; I i i 99 69Z
I
i.. i ,._._ ..._. , .... �.___ .... _
.1 11 t �� , x w: w _ _-W._ ._._ # „_. ._. Z OLZ W c
+ ` I ,. �_..._ _._. __ .. < r---
L,j
�' $ \ � I ,�{ r n1 �`', `a - i ` i I !; I I �h: i I I I I I i i I F r ,
« 1 / s _w r I I ! I I I 1 I 1 I s I 1 1 ' i I ! i I ram° u O
i `'�- "--le-, �` o �'�' - € i I I 11 j 1 ; 9 I ' I 1 ; I I
I'-- 1 1
1
i i
� : i i
i
e i_., - I r i t € I O
1
S ! I I
i
--
95
s � @ ' _;.� - ,_ -- -'"j" ` �-.----'�r-__..-_�-... w"'a.... ? ._-._...... ! - _ I } i.._ 1. f.:.._ a__._ �LZ I--
p
n
V �i .�_._.._. ..--_ , I
11 6 I i I S �.o `�:
}
= 1. t . c
l - a ., P _. - ) i S j 1 "rt- 1 { i I ' I 1 I i - I I ! 1 I-" I i q
I- r I 1 i I I , ? E i i i
'� _.( _. r"Aix / i f a r "1 ,I. i1 € I i I I y i i i 3 E 1 I E ' €' ..._.J
- I I i E I I 1 `' ` I j E [ 1
7 s i t T I 1 f • �1 i f), i i. E i j i I , f i
-j' ."_ ,/ f1 1 '} S I I I i [ [ ! i i E E j i { i
4, f ; F i { j I I 1 1 I i i i i .r>�. �., �1
N�
1.
- I _1 "- .r_ Y - __ ". - - _T_.. _ .- _. ." 4 ..
.
.._- . j r - I 1 . I I �� LZ
�� I" ��
1�
LS
,
_. ,
- [. ; 1 4 1 I kj
!r j O X / t_ �. I i I ; f I i i I I i i i , I E E # € ! j I i i' \
1" t 1, F r_ = i I . , j i I J `'�
d S ' i 1 I 11 I I I i ' i �.
-•
/ I f I C -7
I ` I 1 I I ! I i I I i r-�
I I I ) I
t 9 �1 i I . i 1 1 I
I
/' [�} ` ' `O r E E i # I ; 1 i I 1 i i gg'17LZ O tj
__}_._.y__-- _j ._A J. _. __�_" f_. .._ I'll _ z
�. "'tea.�- - f '' �h� Cti1 '' I 1 ! i I I I - _.�_i` •_^- !_ •ice. i j I E ; 9 2�.. �#' w 11:7
• _,.. "� a 1 — ! ` I a ! ; ;1 1 ' ` i i I 61 i i i � i In rya
va %"�'C 12+9Z: 4 I p g i I I ua
_}°` \ ''� 1 I i ! I I 1 1 { I i S I i ! E ' w 1�
� - . { E i r 7 1 ,i ? ' ; I I E ; Q 0 U E1
r i
s \ C� _,_ �o 1 1 I I g I
-� (,"•- r , i .`, i { i i , I § I i - E I i . j € i 1
p' ��:� k'C. •� 1," '° / i I 1 ! 1 I 1 i i I I{ I s i«-
r, �, f r 1 I i I !
I
ry 1
/ , ;-__ .. 3._. 1 I E ` 1 i ,1
4 ,_., r - 1 I 6..._. 89'OLZ
( I t
3 t i
/ I _ 1 I i I I I I �. _ 0,tZE ��
a , _ 1 I I , 1 : 1 1
1 L , �� ,. J` /' ,f x i 1 I 1 I I i # 1 i si! E 1 S ! dI I i E I 1 1 t
R r �` a' /r (� f t't i I E i I i I I 1 1 E i # j i 1
) /1,1, d' " ��` v . I 1 ` ! i I I ' 1 1 I I # ` ' I ' I 1 I i i i
.•� }� a /� // ,�`e ,� f I! E I I I I I I i I I I I
07
�` -'-'4r # � `�i V f f �e" # - --' f '� �- "3 , j 1 I I i 4 I I I I I I I i E i t € 1 I ; I Fy 1 - > I i-._.
t' �' I' 1L,! INN ,� s f -lL �1 1 a � 1 ) 1 I I �,. �'.-. ._w . e�� .
} v i # O
�I
i I j$�utr, �9- € ""* (�{ ,yp �"- _.i. _I__ ..{l.. .._. _..p._...., _ _ I ` -...... ' #__,..� -._ 6 [ L7Z q
N,A 4 ` . ' ,� �, `II�. F L / r ,... # VE+i s lid —, .._ 3i I I I i f 1 I E ( _ I i z T Z L P)
`'` v __ ! df'� j 1 I'` i -., r'" - ,._ -..,_ v ! 1 I I i �I I I I 1 ; I ! i 1 I E I I ! Ii �'(
r i I
"! "�- \ •^� �" f " l rl �# i "^-- ., N ll� I ' ` I I I I j 31 j E I 1 i j i f i i j ` "` f
_, "
1* I
f I €
i �q �. a I 6' %� r n c7 c� , I 1 ! i i ( I 1 1 4 I I I I I
-i ��,��
�" , / F _-_- _,_" ". _,_. N N w- N N q s i 9 I E 1 I } I ! 1t II I I i `i'r
a
- • LZ
� v 1 . ' 11 > I€ I i z _ i _i _I s I _ s Lizz
- EI ' { w 11 © , I I 1 I i t t I
a 1 'L �.t :p 1�' ! [� /��i.l ....� Li f,,, U� w Q � I I ! 1 I I I I I j I ?
\ 1t Q �!{ �� Q L�J a _ U M-�,._ _., _, ..,.�n.m.. __ ,,,•�•,, .�..,. 0 � S a � I I i I 1 i' 1 1 1, I I E s f 1 r r I ,
�, _, ": � ,`r c' � cL a s I I E I i R i i t I 1 I I i Ao-','.
'� A " f I' Q i 1 I ! ' 1 I I I 3 4 I I , •' i
�1 "W �, t/] x = I I E I I ; I I I I E I I i i I # 4.7
,�.oA+s >J i�
r s} ] M y/
�� _. _,", - �d ' I I i I 1 t � I t p — ;�) s i
(i
U-) < I .r' �..�_ s 6 O, Z ![� 1 s I I i I l I I I � •-,
a__ 4 — -- __ �-__ _ $ I �� 6L OLZ Z. .__ I.. ._ 1 r C3 o +�,.
+ r__-_ {
I J Q -, ;c, I 'I ._, _. e_ __- -,.- C J 1 i rrI i o I i I �_ I i I I i i L ZL N .�a co �C9 � '�
0 C7 U i' _ I ya i' �s a _��. : 1 I I li I 's 1 i i I i I U of LNy �!
C3 V� _ a r _ I n �'� � t i 1 1 # i 1[ I i i } , I I I i E I ,� US tom!
�' } `' �� b ! I I j E I I I [ 4 I I 1� 1 1 I 2,
r..- _ `• I ! I ( i I' I ' i I I I ' E I I E i � �d, f��3.
C�" g I 1 i k ; I j ► �
- I 1 I, \ . / y �- - v ,_ 4 ; E , S i 1 ; l I E E { 1 I I ¢ ��f'J�I '1 ►e��'{f'Q�►`�%,
i �,� '"_` aF �,. - `� `�- :. ,® 6 i I I E i ( , 1 1 I ! € �[ € ' ' + I I��r'! I `��,`,
a �, ­11
w i
_..-, � ° yg� _�" �� 1 /4 ..� _ .�` l »- �.�.J (� - y -` y , _ , ( I I } I, _ .1_ 1 ! E I T E I
• �.,:. `T,� =, ,�.�, �-' „t l 1 I j �'L. �"."°,.,w� _ `"-�,1-1 I j I I 1 1 c 3 1 1� I 1 ! 1 I I � I I`c'i
%+ .,F T .0 J _ ���• -� �9 ?C. �' ' � „� 4� � i 1 ' � I I `f I I ! s f � � j i . i I ( j I ` �i
air,- r � . .-� �— r° .�...._ '^-j ` _.`"`,�4 � �� ! s i I� I 1 E 1 1 i i k I 6
,1�1, 1� , r� ��� � o` � \ � --, . ! i I I s I I � 1 � I � ' I I i i 1 f 1 C7
' _ _ " - -- - I - -
�,a-p. ram, `.-�' r '. � .�, I I �� I I I 1 ' I i I ! � i I P c L Z r-
1 ', i <a ? ; # i i 1 1 I I I E ; I I 1 1°�, �� > 1 I I I i I . I ' 1 1 I ; I
/' f .` ; i I i i \ i 1 I I i
! • ' / �� _. 1 1 I ! 1 jE I ! I I I i I I E
f j r M ` i i 1 1 I I I I I I I 1 I I { i
/ I ; I � I j111 E11 ' 1 , I
`. \ w' I } } I iiI � i I`
I i I E I i
/ 15 i I f ! I � i 1 ffSS I I i I t zZ
. �' I I I
:/ JI ,'' � I E I f I F € l' I ! i f ja i I 1 I i ! I (Q„i
:� d� ?r /' ) � I I 1 I i I I i 1 f I I i 1 k € i �,,` E I l�ii
iii
a i 11 1 I I E i i a a
I I
_L. � I _ _ rv1.._
s- / r /` �. r " t ( I" i - s 1€ 1 h _ s �'L9Z O
f ✓ i ! I 1
> f 11 l 1 E l
__ _ r . _ 1 ; I I I ( € 1 i € 1 I ! i I I I
V 1 r, I I � i I 1 I I I � I I ; I I i i
N s i 11 ,"' s 1 I I I I i I I 1 I I i
t' I j# I I , i
r i I I I I 1 i E I i
- r /
•r r/ ' " � ��_L..., - i
___ __ _._ _0 11 r f O co Cis d- N O 00 0 -t N O CO Cif ,It N
1 f 1- 00 I` r- i- I` Ir CD U3 Co tC) 0 Lr• to Lr) U,)
"• `,, j N <N N cli N N N N N C'! N N N N N
..- __ __ -.,- ____ _., / r'1 ,"
o` / r
I-,,.-, �M F '� r r d r/r !
EEEEEEE�EEru I�I. rrr ® n..11�www e..rr�as
1 I
.. -.... ... ._... .„-.
-
i _ .

....................... . .. .
NCDOT STANDARD 2'X2' GRATE
4"
MORTAR.
BED OPENING
J:I 26"x26- A
5' 24' WIDE 5'
PARGE BRICK a
PROPERTY LINE INSIDE AND OUT CORBEL BRICK �w wI w
OF YARDEiIiET I: 1" PER COURSE alb i E
1 ,
$" STONE UBIJC I I 50' R/ FOR COURSE "
1 I I ! MIN. � I E I' .I
1 4" PER FT 1 4" PER FT
x \ 3 1EXISTING; CRUSHER RUN i
�ii� � � � i%� � 13' 3 " ROU ;I EXISTING
\�/i\\ .\\. \. �y� /\, \\��� ! GR(3UND - __ '�THICK BED ROAD I 111 !
,., _I , i I
COMPACTED SUBGRAuE I W
15' MIN, WIDTH GROUT CIO
cr
Ii
TY ?�► TI A TR TI N T A PIPE
NOT T i_1 Sl f�LI N7T i U SC,vLEJ-��F
I f
C
ON
CRETE
NOTES,
EITHER SOLID BRICK, SOLID BLOCK OR PRECAST
CONCREiL MAY BE USED. PLAN
FOR 24" R.C.P. AND LARGER iISE PIPE DIA,
PLUS 127 FOR MINIMUM INSIDE DIMENSION.
GRATED INLETS SHALL NOT BE USED WITHIN
TRAVEL AREAS UNLESS NCDOT RATED GRATE
AND INLET ARE USED. STANDARD STEPS REQUIRED
0 16" O-C. WHERE DEPTH EXCEEDS 3'-
STANDARD YARD INLET WITH GRATE AND FRAME
NOT TO SCALE
WIRE SCREEN
CONCRETE BLOCK STRUCTURAL NOTES:
ES:
12 GAUGE 4 X 4 OR 2 X 4 WELDED WIRE
HOOKED INTO PERFORMED CHANNELS ON
1_ POST OR rkS TEVF ;
€i i i`{ OG r'G.jT Q� z?r Q do
1. CONCRETE DESIGN
�n IS BASED ON THE FOLLOWING STANDARDS:
META
w/ NIO. 8 STNFLES. o
uL RAvdoLE RESISTANT GE01tXTILE RABBIS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89) AND
OR EQUIVALENT SECURED TO WIRE W/ METAL � f
T--..—..........- I ALL SUBSEQUENT SUPPLEMENTS.EMENT`.T ' m
CLIPS OR wR� A
2. CAST IN PLACE CONCRETE DESIGN IS BASED ON THE FOLLOWING MATERIAL
x n STRENGTH:
t ' . MAX. SEDIMENT STORAGE LEVEL IS 1/2 HEIGHT. A. CONCRETE (AT 28 DAYS): 4000 PSI (.46 MAX WATER CEMENT RATIO)
} T REMOVE SEDIMENT WHEN THIS LEVEL IS _ STEEL, GS 6 � GRADE 0' = 6D OOC
- R. REINFORCING i I TA,! q 3. C d?A. 6 FY PS
ate_,.; a REACHED OR AS DIRECTED BY THE CONSER
3' f -� i . VATION INSPECTOR. ��-�--f�4�A��L RIDER
I _:_��_ art _
v 3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
~ WIRE SCREEN
s• � 4-4
-, A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = u"
I 1 I ovERFtow ,,B. EXPOSED TO EARTH WATER OR WEATHER WHERE FORMS ARE USED = 2
} FILTERED WATER „
SHEET DRAINAGE ONLY. RUNOFF WATER
NATURAL GRADE. WITH SEDIMENT I 3i i
�- -— 4. CHAMFER ALL EXPOSED CORNERS OF CONCRETE WITH 3 f 4' X 45 DEG CHAMFER,
UNLESS OTHERWISE NOTED.
CARRY 6 TO 12 INCHES OF FABRIC INTO TRENCH
I I COVER w,I SOIL. TAME AN17 13A� KFit_ "-3� r =; 7. ALL CONCRETE. WORK SHALL FEE DONE iN ACCORDANCE WITH "SPECiFICATiONS FOR
DROP INLET
STRUCTURAL CONCRETE IN BUILDINGS ACI 30"I AND ACI PUBLICATION ACI----350R----fi9
CARRY 6' OF WIRE INTO TRENCH. SEDIMENT WITH GRATE "ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES",
NOTE. 8. UNLESS NOTED OTHERWISE, ALL SPLICES, BENDS, STANDARD HOOKS AND OTHER
METAL, Or a" x a" TREATED WCO6 OR CEDAR DETAILING OF REINFORCEMENT SHALL BE ACCOMPLISHED AS RECOMMENCED IN THE
POSTS AT 10' O.C. MAX. '4'00D POST :ills T wika 0 RW—Rr1P n
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
BE 2' DEEP IvIiNldFul�i. (USE METAL POSTS AI SUPPORTS MAY BE SUBSTITUTED FOR WASHED STONE WEIR).
FOR CONCRETE BLOCKACI 315 AND ACI 318-89.
NOTE' 9. FORM I1N15H IS ACCEPTABLE F
OR WALLS, FLOAT FINISH SLABS, RUB EXPOSED
SILT FENCES SHOULD NOT 6E USED AT PIPE 7S BLOCK AND GRAVEL OR IN AREAS OF CONCENTRATED FLOWS (CREEKS.KSKS. SURFACES.
DITCH LINES, SWALES ETC.). �/ _
YARD INLET SEDIMENT FILO ER 10. CONTINUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS
SILT FENCE DETAIL IN RISER.
NOT TO SCALE
NOT TO SCALE 1 1 , PRECAST MANUFACTURER TO PROVIDE #5 DIAGONALS AROUND PIPE OPENING IN RISER
BOX IN EACH FACE.
FOR REVIEW ONLY
NOT RELEASED FOR CONSTRUCTION
Trianghrk arc SCALE SHEEC N .
DATE: 10/15/97 HORIZONTAL:
rsX.
,,S 17i=SIGNED TJW/CSL
f• I 1i
SEAL 5 DRAWN C SL Mcl<XM,.&C_REMEROSION N %.. NTR L AS SHOWN
2220'L v r€cE PROD. #>,�5�000�
Company7
,y ;.• r ; c�acl � TJW ENGINEERS+ PLANNERS * SURVEYORS VERTICAL:
♦ .. �I er. m DETAILS E)NG FILE # 795P7DO2
�i '•«..••• .^ '+�1I_MIf�IG I ON, NORTH CAROLINA IZALEIGH, NORTH rAi�OLlNA Merr
�ks
Facilitv
REV.NO. DESCRIPTIONS RATE W kti<<. 00T DATE PROJ. ENG. TJW SMITHFIELD, NORTH CAROLINA
REVISIONS «",��"
OF.

2$ NATURAIL- GROUND
T 71 1=1 OP OF BERM_j,
CLASS I" RIP—RAP
2
J
- #57 GRAVEL 1
127 7 WEIR ELEVATION -1 F711 FE1 1 #57 WASHED STONE
EXISTING GRADE TOP ELEV. OF SPILLWAY
HEADWALL
3 CLASS B STONE CLASS 1 RIP—RAP
ONLY AS NEEDED TO !PET CLEAR POOL AREA 2
F�El I i�lz I�, _
CONSTRUCT ROCK DAM 5.0'
..........
FILTER BERM
...Ll F
..... .......
III rial—I I�1_ e#57 WASHED STONE
12) MAX, SIDIMENT DEPTH
1 THIQK x 3' HIGH MIN.
7 ZIT SEDIMENT STORAGE AREA
1M HOITIMET
FILTER FABRIC CLASS "B" STONE BEYOND FILTER FABRIC
COVERING EXISTING GRADE
'j 1 ' ABOVE FACE OF DAM
ROCK APRON lEr THICK TRAP BO71OM 'DIMENSION WEIR
CLASS "'I" RIP—RAP LENGTH WIDTH I DEPTH LENGTH
r
ROCK DAM CROSS SECTION 7.0' 50 6,0' SECTION THRU SEDIMENT MAE #1 PERSPECTIVE VIEW
NOT TO SCALE CLASS 1" RIP—RAP AREA TOiLL BEETC.)DIRBED SEDIMENT STORAGE AREA
EIR WE WIDTH (CUT/F STU
SEE PLANS SEDIMENT STORAGE 1.0'2.0' NATURAL
ii
ZONE
L 1; ZOONOE D STORAGE
24" B TOE OF SLOPE f' 7—ROOD STORAGE GROUND
I i:EH 1 #57 WASHED STONE —40* ONE EL=275.0
1
1�5'
L
2 7�2,0 E INVERT
—61 ALEL.
2.5: (MAX) #57 WASHED STONE _III F X
RIP—RA
—�z Z
CLASS I RIP—RAP HEADWALL
CLASS B STONE NOTE- DIMENSIONS ARE
V57 WASHED STONE
M I 1= CLASS B STONE MINIMUM ACCEPTABLE
FLOW A UNLESS OTHERWISE
FILTER FABRIC NOTED
V Ed SECTION THRU BASIN, FILTER I I-E IE=�d I
2.51 (MAX)
EXISTING GROUND
4'
TOP OF BERM GRAVEL & RIP—RAP FILTER
LONGITUDINAL SECTION THRU ROCK DAM
NOT TO SCALE SEC110bi THRU 8EIRM _FILTER BERM BASIN DETAIL ARC FILTER)
NOT TO SCALE
PLAN OF SEQUEN-1—IR61P #1
TEMPORARY SEDIMENT
NOT TO SCALE
12" MIN Q111
SLOPE 2;1 ............. 11.1 - �11
........ .. .
MAX —
. . . . . ... . .. ... ....
. . ........Er............
NATURAL GROUND . . .......... ..... . :�7....................................... . .
..........
OR FILL OR CUT I/ TYPE "A:'
. SEEDING SCHEDULE FOR
SLOPES STABILIZATION GRASS
COMPACTED FILL
DATE TYPE PLANTING RATE
BERM
Grading Notes MAR. 15 — MAY 15 PERRENNIAL SEED MIX 10 L.BS/ACRE
187 MIN N.C. WILDLIFE RESOURCES
COMMISSION
1. initiate erosion control sequence before beginning
MAR I — JUN_ 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
clearing and grading operations, &
(MAR. I APR. 15) ADD TALL FESCUE 120 LBS/ACRE
2, Clear areas to be graded of all vegetation. Protect MAR. I JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBS/ACRE
vegetation beyond grading lirnlits. MAR. 1 JUN. 30� OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
3. Strip topsoil to full depth in areas to be graded and JUN. I SEP I ak TALL FESCUE AND 120 LBS/ACRE
stockpile. BROWNTOP MILLET 35 LBS/ACRE
4. tompad o fiY, wsw to S5% 0 rm-Arrtum OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE
19' MIN 5. All banks and swale side slopes shall be graded
SEP. I MAR. I SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
AND TALL FESCUE 120 LBS/ACRE
12!' MIN FLOW with no greater than 3:1 slopes. (NOV. I MAR 1) AND ABRUZZI RYE 25 LBS/ACRE
I— 1 6. All areas are to be graded so that no areas of
1177 standing water occur. TYPE "B"
DEPARTMENT OF TRANSPORTATION
7. Proposed spot elevationmated
are shown at finished
......... grade, unless otherwise noted. SEEDING SCHEDULE
S. Operator shall field verify existing topography
Seedbed Preparation relation to the proposed grades to ensure drainage SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
in the directions indicated on the plan.
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil 9. On site benchmark to be provided by engineer. DATE TYPE PLANTING RATE
9MIRM-MITCH conditions, if available. AUG. 15 NOV, 1 TALL FESCUE 300 LBS/ACRE
2. Rip the entire area to G inches depth. NOV, 1 MAR. 1 TALL FESCUE 300 LBS/ACRE
NOTEI 3. Remove all loose rock, roots, and other obstructions leaving surface & ABRUZZI RYE 25 LBS/ACRE
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE reasonably smooth and uniform. MAR. 1 APR. 15 TALL FESCUE 300 LBS/ACRE
IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY 4, Apply agricultural lime, fertilizer, and superphosphate uniformly and mix APR. 15 JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
NOT TO EXCEED .5% (HIGH VELOCITIES RESULT), with soil (see below*). JUL, I - AUG. 15 TALL FESCUE AND 120 LBS/ACRE
5, Continue tillage until a well-pulverized, firm, reasonably uniform seedbed BROWNTOP MILLET 35 LBS/ACRE
a, MACHINE COMPACTION OF ALL FILL IS REQUIRED. is prepared 4 to & inches deep. OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE
SUFHCIENT TO DIRECT ALL SEDIMENT- I-ADEN STORM WATER 6, Seed on a freshly prepared seedbed and cover seed lightly with seeding SLOPES (3:1 TO 21
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO eqpipment or cultipack after seeding.
CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION 7, Mulch immediately after seeding and anchor mulch.
WITHTHIS OPERATION IF SEDIMENT CONTROLS AND DIVERS�ONS 8. Inspect all seeded areas and make necessary repairs or re5eedings within Notes MAR, 1 - JUN, I SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
the planting season, if possible. if 5t" should be over 6M damaged &
ARE INSTALLED IS EACH CRITICAL POINT IS REACHED), F reestablish following original lime, fertilizer and seeding rates. MAR. I - APR. 15) ADD TALL FESCUE 120 LBS/ACRE
A q, Consult Conservation Inspector maintenance treatment cind fertilization 1. ADVITIONAL DEVICE5 MAT 5E REQUIRED
AS AGIZEErD I - JUN. 30� OR ADD WEEPING LOVERGIRASS 10 LBS/ACRE
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY Do W OUTLET PIPE STONE LINING Lifter permanent cover is established. LIPON BY FIELD INSPECTOPt, ENCINEER, AND OWNER. MAIRL I - JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
CLASSIFICATION 2. IF ACTIVE CONSTRUCTION CEASFS IN ANY AREA FOR JUN. I - SEP. I TALL FESCUE AND 120 LBS/ACRE
CONSTRUCTION OPERATIONS. FES 4 Apply, Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils MORE THAN 30 DAYS ALL DISTURBED AREAS MUST BE BROWNTOP MILLET 35 LBS/ACRE
SEED MULCHED ANT? TACKED UNLESS RrTWRITTENOR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE
APPRED r-1
c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE OUT PIPE Fertilizer - 1000 Ib5/QCre (0-0-10) AL 15 (�;U4TEr) WRITTENBY THE EROSION CONTROL OFFICER. SEP. 1 - MAR. 1 SERICEA, LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
IN PLACED OVER 30 DAYS. Superphosphate - 500 lbs/acre (20%) AND TALL FESCUE 120 LBS/ACRE
PLAN SECTION Mulch 2 tons/acre (small grain straw) NOV, I - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE
Anchor asphalt emulsion at 450 got./acre
d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK OUTLET Do La W DEPTH LINING CONSULT CONSERVATION ENGINEER OR SOIL CONSERVA110N SERVICE FOR ADDITIONAL IN-
REPAIR AS NECESSARY. NO. (IN.) (Fr.) (FT.) (IN.) CLASSIFICATION FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
FES-11 30 Ia 7.5 9 CLASS A
TEMPORARY DIVERSION FES-2 30 10 7.5 9 CLASS A TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER To GROW OVER 12" IN HEIGHT BEFORE
BERM,_ZD IIC H MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
NOT TO SCALE NOTE CLASS B STONE REQUIRES A SUBLAYER OF FILTER FABRIC
OR A T THICK BEDDING OF FS-2 FILTER STONE.
OUTLET PROTECTION DETAIL
NOT TO SCALE
FOR REVIEW ONLY
NOT RELEASED FOR CONSTRUCTION
©Okk CARO, SCALE SHEET NO.
/4;-, -% IDE5IGNED TJW/CSL Triangle Brick DATE: 10/15/97 HORIZONTAL:
DIR-AWN CSL McKM&CT_ EROSION CONTROL MCE PROD. 0757 AS SHOWN
SEAL
22202
("'j Com an VERTICAL: 8
CHECKED TjW ENGINEERS* PLANNERS e SURVEYORS y
DETAILS DWG FILE # 795P7D02_
WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA
REV.NO. DESCRIPTIONS DATE -4 vim OCT 1. inal DATE PROD, EWGr. TJW SMITHFIELD, NORTH CAROLINA Merry Oaks Facility OF:
REVISIONS

e
i.
Y'
�a
f
Y �
MERRY '
.:..3.5 NO *,
294 King Road
Moncure, North Carolina 27559
GREEN5BORO 85 NCDENR SUBMITTAL W MARCH 23, 2011
0 MUME
MINING PLAN RENEWAL
1
• DURHAM 401
CHAPEL HILL 4
40 540 JACOBS DRAWING INDEX
54 64 (RENEWAL PLANS ONLY)
tea, 440 264 Sheet Number Sheet Title
15
RALEIG C-0.0 COVER SHEET
EX
501 * C-MP.01 M-6 MINING PLAN
1 oLLY SPRINGS c LAYroN C-EP.01 M-6 EROSION CONTROL PLAN
s4
MERRY OAKS 5 C-ED.01 EROSION CONTROL DETAILS
FUQUAY-VARINA! 70
PROJECT 95
LOCATION 401 40
SANFQRD McKIM & GREED DRAWING INDEX
(PREVIOUSLY PERMITTED)
Sheet Number Sheet Title
_N
LOCATION/AREA MAP
SCALE: N,T.S 4 EROSION CONTROL PLAN (212+
7 MINING PLAN SECTIONS M-W-4-
-R !ON PLAN (412) RECEIVED
GONTROL DETAILS
a
1
d
LAND QUAUTY SECTION
SANFORD
APEX
1
y KING ROAD (SR 1911)
Cy
O p
TRIANGLE BRICK
5
V) R04D C
o �
J x
O
-'� PROJECT REVISIONS
o REVISION
DESCRIPTION DATE BY
L
B SUBMITTED FOR PERMIT 10/20/11 TSK
VICINITY MAP
w BS
� N.T.S =�.• ES � '-.�
AL
2202
NC LICENSE# F-0287
111 CORNING .�
SUITE 200 CARY NC 27518 '�9rJ1,`'" ��
00
00 : ern,;; t��/
i PHONE.[phone], FAX: [phone] i
o CONTACT:[e-mail]
i

2
-, .�i�.
1.w ,� � k dyuj (a
}:� �� J m 7
4 I-� � ill,I {� V Q 'a a z,�, z, ,�, " -� � �7, 0) -j F
' ' ' to i a } ,5itillirlrrr C^. zo < O > Q
1111 N Z z yCn I- \�\\` ffff��i Ir S C) _� Im ...� T!
a ge r° k, e d COS \\\ .•• ., /�i � � O Z N U
` U to J U _ �� U � rr nn
t� � rn * J z :� N �'•d� z IN O a V
ca
vs8 � m u URNSa0 N � a o� -�. Qo Z:y= � U8Q O o N
o w z c co a y a z =y:►-- - NC14 a:�_ �'`w LLI 11 � � � N Z 4)
z z m o; o o -�,i", ••,at �.•% -z w a = 1- 2 = = Z �] 2■
s r lz001Z. Z S CA 0) (�U S �C> �i •��l, ' 0 O Z N ¢ z V m +U C ■
i Q M jr: rU Z ai 1- /�� �0 \`\ V)3 sn O } Q Q G V
w , l , r_ I- woV� cm U OWZa rr ti�� ix IX j Y � 'S U LCI (D N
;� O4 f N Q d = U Q rn �
U C
w U .0 Z o � U - U ❑ U to ❑ C.
3
b
. N O
tl
m
a 1
o
z 11-1
m 1-1
� 0 3
m Go a
Ill 0
N Li 3
N
z
O �- L
ix
w
vs Z Y
a z a U) �
z .'i m m V) O z ( o O
c� LN
g ri � �_ w m (n W O
� z o z z LIJ
J O 5 w m d H m 9 U � Y
U7
J 0 = z z z z z ' M
W (Qn I... � � r F- (,In- !i H O
[]
ti CT
a O n Z W W W Q LLu tQ (n O
,_
H
X
LL 00
' N r.S..�I
N N N N N CC) d 0
ik
I n 1-1
0
Zi y O
/W ' I N
V I I
of
I
N
r
I
!
; ,
i
Q
_ .......I ......... ....._..... .... _ _ _
.-. _,.. .. _ r -.- ... -
/, i �
-- . / _
. I I I i
lllQW
4 l I � Q
/ I 1 r �'' w
/ € i. \�- _ ~I. \ ��" /.- -- y_ Yr +... „may ` S { 1f i f�! IQ k i
I ,, �' \ f ,4,*- .,ram', �`�.....1 jj, I t \ '� i
`\*ice €: r \ � ''``� \.... ' y' ` \�-^�� \\\�, \ \ , � L' . � y I I
/�\ t i �� , s �- I �- i 3 f
\ /f it / % \ 11 _ k j
I X-,, I I -- :::�:�. t I -, i�j ; I I /
/ `,, ' `! ��� �� f"" ' 4j ! � f
f I , .� / 3�.. 1
11
\ \ J F { I
E 1
v �
-�/ - ,"� i j ��qq/ I
I "-. . I 1� ii I -77— I \ �� ! f 11 Z ( '! J��::i,,,.", Cl
. 'Ji � A � , i , / -- LO
�`� / I i ' �'! 1 i 1 e '\ \\\ \ \` l r ; / � J '-.•.� io , I j
t f pI i g r-.� . " l -.- i , 3 I f
'h ti l� ' I 1 J ! �l y \ �`. \ \\ 4 E �.,. y 4 {b
���,�7 \\ 1 s t ! t rrP"' �� ,� \t \ \ �` ....y. ' i r - 14 111 , f
\ `. N � I // \ 1 V Y
.� , � � !�, \ *1 , I/ I'll , \ \1 ". ---� I %I \ Z, � - I / I I I C.
� ,�, "I � I-- .l., \ \ -\\ \ .� ,�, it� i / /�'/ ,,,/I, z I \ \ \ \, \1\ �'l ---- � I \ ' ---- - I V
\ / _.. _-._ - N 1 1
> �` \ f �`
" , ,:,I %-�-.,q,� -, , -, ,
, I -�, '! � �
\ " ,� );I J�� ) " ,` , , I-,— ---., \, \ I I I\ -1%1,, '----. I , t.
/ I / / I/ / �l "I \ \ \ '-\ \ ", \ --— — --, '\ 1, , I 11� �-1 �!�t)� t
_ jp�f J /
1 \,\ \� �/, I I - / 11 / _, \ \ \ \ , t I � C�
f F f..
} / rl, = C� p O C] C) p
1. i x % I I t j ! �,y -`\ , �'17 T ��\ '1 f'- f• ! ; rft � " �O d [V O OD cO d'
\ 1. N N N N N
Y E 7 [ F / 4\ f / !
' E f' , ; I 1 �f y � ; r I � .i. � . 11
/ v \ / .-...s i ! E 1 !� � i
4 i 1 - ! I 1 r r' , / \ \ `\ \ r I '��'.7 i �c
\ j r' 1 Is s { t { r f \ \
.J j I I --\ v v . v•' t , \ "
/` - ' �tr ] t i t r I 1, � \\ L IL ..,I \ P
\ �-, i , I E I 1 j' f /' yr F \ \. \ \ I 1 _ 1-•'•-�1 { }
v Av �\ / � / f \ \ \ v \ � l ',/� ,- �. r
\ \ / , r i i J L , J .. t
�J/� ,' ;f iE i E i ! ` f ` # .' /� ,I- l f ' N,.-•._ __.,�_ -- \\` \- `` \ �— - ` _ y. # f / j ' f /
V 44 f .rf�/..,.' .. I / '/
<� ,,' //Y, / f J ? f l / ! � \ ././// f, /I /�I > r / w CD � N o co rn` \ ,', /f `, r { f f f \ .` 1 f..... j r/ a f / i/ N N N N N
. .�.. 11 /j rf 1,. I�_! 1 1 i - �� t�• _ JJJ ] 1�/ �// i � �r O
I d t ; !I 3 ! t E j } \� . � - "I .\ \ 3� .� �.�tr. ! ' /.rj / r r :( /' f Ln
i t 1 1 , t ! � { \ t ,�, ) �! Ij / / 'I J ,/
4 i f. i ! `�11 / IrI j
_ t s1. t tz f j
t3 I k `f` 1r r / I
4 i 1 E i t � , �" \ � �i � �/f� 1ff > I f > � � I
, L.", '\ I �� \ ` i � . 1, v , ,
�'—� �.� / / I N
1 ',
� .,'' /.
1 ; y \. �v /
I-, / 1.4 f I i �
I . ,��-, / " , , / �
C o
� / ... � 'll ".�...... , , I, / ., , '. ,// , . ,
l\ ` i f / j
\,/ \� / � i ., ," , 4 \1, - I
X"L, ; ' /
\1 /' / / \ o
rl
\ i If /r, f , �► _./" j/ff , ( � j 1` r I LEI o
. / ' . \ '/ � 'I /I 14, - , . /
PLij
1 f r r / ? / s, 1 ! f �..,, - '` `�.:._'-,.,�. T r' / ,`i / ! , = rr :l\ f t1
rI ; � I I I I �l - [""'-*L,, "t ;
- ,/ / ,4 _,'- /r fJ / / , F f p 1
Cp
r.__ /' cn
! f f1. o-7 ! � r rj. k
i � - I - 0 T/-r.- --[ -,'� / //- // � . ";
I � \ �, , . 11 � ; 1 4 1 1 1 -1 .�l .: j " .
^', I c y I C)
\i ,4 1 r I ! -
r I �.... .J � //
y i
° • .... .f 1 \. / I o
I I/ / .,/,, Ll r \ f
\�iA. �� j s t �. i ,;....�r ,,a i
\i/ / / I �• \ \ f f
/ ✓\ ` I /
/ � � . !.� I I � t " -", �-�-:-:��'.-��':� �' \- ,\ \ \ \ - IN
1 i 1, �� .t \ r S .. v 1.
/
'\ \% \ , lF - \ ',,\ \ lei-- `t'L \ t , ,�\ +� .`I( •` : \ \ / f
\ \ �.\ '\ \ 1. LO
O
,\ ' v .v ,` i `� v� yw'v v� �.._....� —.., v y —v i
vv
. ..�.:.�.:-:]
1.
. �`v , �\ , , �� v� % v E
` \' )i v \ , � A I �J�AJ
\�' v : \� - v' ,\
` \ �A\ v i � -v `v v - �� \ ; �
\r/ \ �. A A \ � - \ v f f
/ /S/ i i f W
- . \ / � / / / /' / ` \ ` v sue'''. ,.*—. , `l fl.+�+� `}. .-..:_ ' ,t
f ,
/ / / / / v 1. a 1. - .... ii 1 � a
1.
--T
\` j x
/� 11 L
- ,`. o 0 0 0
.`;
\ r
0
i J W
/ / - .._ _ - -,. - , ,.. _ ._ ... r

2
W y _
4-1 a Z Z W a a- Z ~ Z
'` :`\``' � a t) x
� � Lo � � "A111l,u1 O JO
rrk - s - U a m x O~ \ ���P •(yA/,i,, ` 0 Z(n o o of co Q
lb a — � 2 Zz � P�...... Z W W Z O
00 0 O m mat 0 ddM'w < o � > > > ( o � //��
yz. >- /y� U N 3 Y - ./ U LL
1. T�'1 OfU W V Yu>�mg 0 .) xs Z� _ r;D JN �•6-r 2�a (NiJ cOn W N p� O O n
C. c U .1N� o°'i, u. a OR _Q: QO Z:?i= Uza - - O Z N -j li
cYr m�U m^ 0Z25(d u~i -vy.�WN C�:�` zW X c th ON .Q
o w z s ay a �z -, ?f E W - � w a J p N
I Z AJ :f66 LL S¢ � 2 OU 1 •O /4:C>\ W Z = o N IW- IL 2 = N {.L '
azamo -
t,o �x , � •... ��� . � � o Z m x w
tj7 _ U
W O �� � c W �� mG ¢o~ w U J Z Y ¢ a) Z
:� O - U Osmco
co a3 Mo 0" M �' m � Y n LL q� U LU 111 N C5O /O� N
- � a U o U o
W J J
J co c N O
WM a
a W
I.- H �
U
N
I;j
= = c 3
a a a � a
_ 9 Iv
2 z =
2 2 o
> > z o
/� ,,, y N
o O
Y Y Y Y r/ ,-]w 00 00 r I o0 00. , ' N E o e 0o M
° c ell
cI a s
U
2 com �, m
U4i Tn TiiuKK � K55a K 1.1 m ., 2 is
m S
Ti 7i -%,t-S KC . c: c za [,,�
K C'Ei o 'Tn 'a T .1v l K C c a K K ` d
O 0 oo pppp o 0 300 III _ , o
N '6 4 N & m W P N N O N N N m (V N Z 2 4.O 4� ^ co I
N F:I, N O R N N W tN"l r < O O n m C O fV N O z
_ WN m , T N ,'...NN 'w 0 - - N -' m Ncgi ti NN N NN F
co « �// «
c m
y V eU0 /4c mC to
,i • O m 4 oc C O p0 'o oc I�
'm9 'O m II 'O O S m p C m V � m W m , 0 O :R O , •O W m e m O 'O O Y .'O. -0 j00
�' m m m m m O C W - W - II II 4 G m U m II II C m II m m X
p ma - F _' mm - mw �, as Q, m 5'ia c 3rn - mm9 •m � Nm mo ow to w
m _ a mQ � m m o 3 'c >*' s rm w •s mom_ � .. w
_ ¢ pat « zz E w I m m o tt 3 ,Q 4;°tn F m 9 '�. Iy� ¢ '' s e ¢ a mF - m `m M
o ¢ mLL m "' IIVD `mm s � N = 33c E � so. zzr_ ;� � ii. 3mmO � « « z « ym wy > 3m �gg Y.� m
8i - Eo •cc W " = m W $ pm a.' « _ g-,?oc -3 W $ o ¢ � LL a « .p_ do .caw m = 33 WUi a
NLL m � m � m33 - mmmE °�_ mm In m ,m u7. N E u'I
E E -+ E o m C NLL. 3 �,`1 iLm 5 Nu. m3 m4 Jai 333 E m � m 0 �i V) a
o p � � p y �'m o >± m % m mE C ~ o � m .m '.s � t2 i �- o � 8 � � F y = 3az2 � pN mU CF
in rn J - Ua � m mm .-21 � O� .` izo 3 O&Pmp` 2m d �. cZ o >o � >p •IQ ENO $ p 2cOom Z 3
rn ww � N iQ m I , , iQ Llim WE 0 i6
CD � U) U) U) yN
U1 z N p
D
g 0 O Ua 7" a M �aw am a U z
x9 o
I m
e Ma F
m - -
- y — ---- _ :-_ _ __ ---_�-- __ --,'�-- —
_ X
,. ; /
11 EL
/, r 11 �-��•r 1 � z
N-%-
\\ // l AI o `m m o o
��.
," - Nl
- i r' i� -� �, U to z w a 3
I J J a U 0- � a W
a 0 Jo \ �^ . y --._.� `t F o � c� o U U o U w o
- / 1
E: w \ ` / ,� / ar IF \ o o z x x x x x x J o
!L H 3 W W W W W W U) S
(D z / ,� . I \ , 'e, I I , a A,,\ \: �N��� �, L L I
�,
� �30�� • i ,- �v ti v ' V v mom \ V A A�v 4� 1 I , LL
.
vJaoow 1 i i \ \ _ \ \ IIu \ ,
M W Cn o_n.m a / /' / v. o�4 V � v v � 1 . �
��V �S �Y i I / �� - 11 v�a_0_AaA V \ A \ , }�,`A� - ; 14
\ 'V av7 i � �+� �... t a� III it ! j I
m ) t Uu = (''� ! I1. ° I W
�� / 1
`�, /
t �� 1 j, i r fJ !� V' `\" `V` �. ,N I / r f r/ l / r / J ! I I� �! -
,.; t �S� I if, r / 1' ' f / I , f /' C _ �\ \\ � p`\ i ` ! / t _/ / / /', r j /f I I I 1 . t {
,A i l l ' "'1yp i 1 ,�I �� i
1/ ` r / / / , y A� VA / / !
i /
� � 11 ��r j / f \ A a\� vv /
! �� l \11 /� r �/ (� �¢ z / r '`� �" \ i�='rK \, ! - ' ! . r r ' I It � !. i P '\
p¢ i
r �L 't
/ t f r , , �..
\ I r t \ { J/ / V I Z/ / / oA. \ \ t i t , 1 , 1 � ! ; 1 i ,� : '� t , q + \
f � , 1, �� I / / F- W / > - �V A ld \, `.-� , J t �.. .i� , d�
\, _ t i r / /<, / / , W qn V \ 1 , 4 � V i
l J
f I / ' (0 A ,
\. �� �� \ ) 7 ! i 1 j 1 I ELC / ��/ / z5 - -\ \ V A 't } Y j - I 'I �'� _ . _ I -.` , i , I� �`t
/ ,/
I t / I W / / z vl� V �` , , , 1
y
\ v n , / / .l' v v v y� b t
z `/ �� / I t/ r t`1" 1 I, I / % r / ryrl y \ �\ A A .V �`,\y\ \ % ` '� , A y - -_ - - `w�: L� , I ' ��•
'`� F- l I , / i 1I t �" r / ' / / / f J � �.✓.^`��"'\ V A A �,V , 't V `� A •' t ! ,
20
v i /,,i� t / :` / / / / / / Ua t ��. A V A A v \ \ ` - -,\-\ V . !
-� Z / .� , I J z /j / r i( i If , /� / W .� A\ A V �. �� :V A '.� A A \l \ �'�-:, _ ,\ �� ! 7 .
I , ` t //// , / ` , I / / / r : � J I.' '- m. A \y \ V A � it � '.� ' �'l � trf i ! � l
t , , , / / y F
/ S t / %'--1 , W t t /t
ti.
j" t �I ' i�l ( r ! ! J `�/� / ,�_�_ \ \,\ �`.V V , A A"\ I I, �I /I Y M I i / !, t� i 1 1
r 1 I , i i A \ ti. \, / W Q f
i ! ! I , I r A v Y j,
< r 1 r1�, I f I i ", ,, 'V A \ �. •�,.1, A `\ O W I l / /! 1 -`.
., -.. i if ! �j , _ r /� /' \ ,\ .,,�
� v A \ �� "v �v `\ / 1 I
t p r v, `v- A `� A 1 , , A - \
�.-. �,
J 7
\ l I it 1 I j t t , ,1 r! / ) / i I .i, \\ -\` >t �..._ ! 1 / t �{ ) /! I 1 , i I I , 1 / \� % f I
/ \ \
'/ i l! ,i i l , I r , l ` I f l 1/ t /"-. --�- A �\ '�V A 1 \ V �` �k- �t; r / r / / \/ i
�/ 1 �, r �` l , t f 1 ' �� / I /J \� y 1 v.__ ----/ ��.. .' . ' / e /I `/®l /� ,/ /
I t 7 1 ; , z i r (;a � �� V '`� J':7:.l ///� �/ / / / U Z W J C=.J O
`� " / / t ' 1 11= \ ... v 11
� � % ) ' ! ��/ J / /� W 5 zo zWO� �O = Wo
\ J ' �" i /fir $� , i�t '� � v V t i .j':: /' / n z
♦ / / 1 / w a z DzjzJ `urn 3 I
/ / �/ ` { t/ ! i t ..� 1 3g7A t t `\ 1 , 2 , �� , 4 !` / l' �/ / Ii ��,�F'J/� �//,ice d �� Z¢�a� Uw t�i Ow
t 1 // L':'.': / P
� i ,� 1/i / ! ! 11i �� t t 1 , ! \: v VAS /.f/� � j OVI'l
i\ / i / i J W �1-� � R'O UZW
,/S / / �' I -=uj ; 11 tJ i t! ! _ � 2 _ 1_ ��•y ��( / J` j // / •/ U Za NO OK Ua pN 0WF:
t= I !� .� aj
[L a� 11 � 1 , V "Y _( J I I ,- / j �f / ,, 3 aZF-W J WZ WZ
/ 3 tt o,o' t / / / a `` ap °- �i- ao J �.,
/' J2 / , ( / a So S o 0 oU o
®( O� 1 ,Oi�V1 V� OC''!,� t A A , 0 \\� // r� // LLI
/ , l 1 , f a H O�OWm_ Z z fY3
W i ! .� ..'.' / // i r / 3 w tr J O w !-
3t, moo ,/ i i i A. ! �O= Oc3C7Pi !� 1 ' ! t t,, !i .•.. \ �� "\ \ \ v �\, �� � f 1 1 rJ t /" / ,/, /A W UQ �Q�a� �a pZ OVJ
:.:: :. V/
a 'l W� , �. dd .za zZO ) / \� �f l ,' " f / / / / � %� ;' / zv zoo<�O z3aw <Z Uozr
-�mt ' /. >'�; wO zza �, \ \X y , ,. '�.....I,i ,/ , / t I / / /i J L a W - (.OJW� JQ R' OZ�W
o _+ o f J___ A \ ( /� ! i / z �� WaWzs z<� om of w
WN�O w t/ , t i ! ; ! i -� lIO \ '� / 1 -'I / /'' f / ! r' / i /� - // %� H OK a�OmJ NOz d'p
WO �''W,I-q /• ! ! f ! i \ ')" `� \ ,. \.,�/'.:- :%7 /�/ , / / I / / /r// I i t ; ` U Y Q a O O m Q� Z W Q C3
w p 3 �N/\ t `: !� I i t 1 1 i Z \.,.. // ��ll i ! r _ v 4J O U O K H O
\ I I W O LC�fn ZO _a K aJ
{{pp t _ .: : :
Wa Jyz!q i i ', 4 t 1 W\ t ,` l�\ \. '` -.... / �/ / I , / , f j / a F-W� [Cpy�U U' WN
OW 1 , } v z a �I\ A - J / - V73- Z ZUW f]V) [L QOdU
}l ' i �(
�N�fL{n/l '1 ,t C'IN\ t t \l-\ m µµ \ // JI f // ' i J j / / / l/ z ZWU V Q� j- O L
DO J CL K i i ` '\ \ ,t. , ,p laJ� , �.r \ i a W Z Z Z U O Z Z
K
'=�`'���-- -__._, .M�� -� `. � ' - o Wiz ¢o0wof =�J U� z am�z
ff// f �J
.I' /_ "1.,�\�. I �- L a Os� JC)::) Ja� 0Z Z WW�M
' `. \ - \ i .r' Jt In 1-W OJ U (L aW W m
/.... -. i � ��� ' �� / m OHN V)=NS_ V)1-O fC- W V)W
\ . \ I I - - \-� / � ,,�
M d U) c0 r
E
� � I j �� l / 44 ��
,I I j
I { ,, ' �! I �. } �� f /
/\ J �/ , _
/ � >
'l / , 1 /J J , �� - / / Q �-Z W_ 00
/ Q _
" . / �„�'" /`,, r ! .' . �� , - - --- / ..1 . 'fib. %U' i x 3g v� �zo�¢a -z ws w
! , a / W z �o o�_ a
I/ , ,/ , ,� / / ,, 1 r of l� I zo Ow a�- �? m z
/ �" r / i X // o z�' /me5 �,' �_ <U m - tea o zo o U
,'
f / o . !.- t " m of m a? a
/ �r ; , / �/ i ! / ;// ,' . I ' Nz _. - - - , It II N / �. O as JoOo Wz �wO>>�WCn o
tt f }
W 7 , ! / , - ' / % ,,/ / /, , = -_ �/ / /Y�Itl Ii in; t `...� 7�w Iaj )f` - --'ti •.�., Q W p N a m a a M O-U^U a 3}Oj W p Y
/ _
l r Q / I / t J t �/ I /-/ , {I , //r... f / J = „r'- j /' / / / I ,/ / '-0 fL 0'/�� Il `-.4F �;;�..': _..O�a 11 / \ '� C7 Z U K VI O W Z W Q Z U' W O Z O a J W
m / , , i`® / : , t / /\ ./ / / r Jn/J0-N4a� m ow/ / // �/ / // � zw zJ N(n i< � m <g w-
i i' f r >/ ` j ! i / / 02 / / / \ , - fz'� )( - --z / / Z z� q� poi OFa�3� _z av) O
O r t 1 // r r ' _ i dV(]O / / / O� 91 " t y_� t � �3' f MO WO r I ,_ 00 ��� OW W
/ H , / r / f 1 1 J , .' /W / / / O� 'f UY 7 / i ml <a [r -O' J�VI
fn t r ? 1� J / 1 I �' VY �,i / , O S'O - --_`[Y C7 r' / `.. 1 d'U a N 0 W y0 U O m p-O
OU ! 7 , ! >/ /W VZ . / / / m7"� � � Lj---/1- � JZ J d �S m�
a I , : i 7 , �!� / t , ; l �.C)W.:- ;J / / W-Z d 4=_!- > - Z W Of
Q /,% 7 W 0 Q J f- f/j W fY S N N 1- Q O
w . , 1 / tool ,i ! , ; ; ' / an /,/`, l ? za _ o� Am3� , / =w < z w� a� oOvoi wo CL
- O,N P , , ' a , . . „� , a�� m 3� _: F% O W W J
-!. I '.'a .ro ' 3xo - o l J / / �� In F- m�- Ya
1,
/ �`� v: / j w3>o �_ O
� J, i t � , a r¢P_Z , / IQd��, - .- i" / , / s \ /' / - Up cn� Nwa 3WmzQz�WNg <Li U
�-� , . III II ��,3 p / / / / /J t \ biz �Wo J3� a Jo Sazoo J I , ' : II V) W i /� / / i �'.. _ l (L' W LLI O- J F z a<CL w J W
�'..:
__-,�r3 II z , .U -rn �' J , / J ! .. .. t Z O O P Cn J Vl O H CL S J
j :U W W - i!n ' / / f / U Ufa W fz a W J 2 U7 W Q H
I v.- t .i_0.a = 11 _ , W t r :. J = !-- �� morn = Q
o,op, t � Zw /1W/ , -' i / ! / t o 4gaz zvWCae(ncnJag� ay _
rr w,Nf �a�v a / t t O �F Q aWH< aaa=a��¢mwoazo �o U '
r'
3jj- C `)
t� �. Y� t - . .� - ,/ I / V Z�� J�N J(nw< MHJSCn fYO Ord WHO
a � owa oa �w N r000� w
Ury�� oozes 11 t i /, t Z Uzz �zzo 3a�aLIMJFm��rNo U=6 Uo
! 't , ',\!\x H: / , / , }/ -- - , , iJ I z`c zOJON <5a3�< �w~z=�¢W �am 25~�
{1
:, `o�gom33r<. , / / / I :.T.:... / - O wcn UW� N�ao ZO � O<
, / / ' _ In ¢o <7_,aaw<aWaaw<> UZQ ZZ
/ II / ow., o
} I '.:� / fY�O Z a}j-oJO >¢ >Jf>UI- �ZC 00
', S ( : / rS W Cr aS� Z WJJ WCnaJWO.}U WW rnJ
i t ! i Q / Z!` (n F-J l a w a(n .-(L a d a l-U.-a W EL x
O
1 �J " W° ! .1 - I WWz a(YQ O >W Z�iiO W
�� E a [„ ! / �md wzv ooi�d m oaa o0
�� t a U 1 I � -:.a
ylfit I n! �, ato , (+
7 , Ilitl 3 WW u' ( - 1 '
'i ! = ! Ii�J � <, I En Z Fn� o o M U L.'.. A
W7w , aU NW a OO 1
\ 1 �'�Q: S P � ynNZO Atea (- �\ M I•. I7....�
11
': 1 1 ' !n J o N p W=, to �a w aA > 'k �'� ..,I �\ ' /J
f �� 3�� J'z \ �r-r, " � ww �1sp Nz ,
� ' i a � It 3a ��� v. :w 1 <, x�, n,� �� 1 vv I zw
' � ! , , Rk? 'Oio,YD9 ' 9`Qa .. M-tit 'fan""Z '. .0 O.d -'.. S 11 ,�\ 1 / O io O5ti
1 ! , 1..!-,�Ia tag Z 0 I �. '� tYn ? �' fn�°O A O,O •� I. ....I- A V v7 O
1-1:
�� L] '��Q m3 v1 KN \. . _ a•�Wy/\�\z���� �� -_V \\ w�U3 ¢O =W <W
• v3�i` a a`y y� j � \ = w U a w o<n
', , i I ,, A �`oo, �'g S .z ` v ` 03zma� >> �
�� � - \w -z��-� (. . �:1 v tnS�� � za - a
o, 2t o ra to a
1
z J
® I r a
, .\ I I , �, , ,tti _ _ `\ \, \ v t :... I _ _ . 3�w� vl� o�o
4 \
' I \ ` v��v -� `� v - = U�of
. , � \ \ \ \ - \ \ i ti 1 O O~Z3 Wf ? §azQ
v v � '�
1 ;;
\ �. �\\ S\ �\\ .J / a........ � '. ! WdQ Wa �W ZCnUZ
1
, J
f V A } - V - �: rf[ \ Z W W O a Z U fY
* f
® 1 O� .t ;t \V\ - \ �� f r ,t t t t "' �� ���. \ \ t: t 1 � ?�OZa �U O'a0
r \ � �- - -
•, / ¢ Z� \ \. � - - N 1 1 t t \ l i ' I i _ \ 1 �WU�vW QZ WWZ<I.�
. 3 JZ \ \ \ '' e/ I � zaR 4al� r=� uo
O
t
_A ,' // � WU / \ Ft I ` , y t-t.-c��C ` - \ SJozWcn WW ��z!
rnn z 1- Iv - _. 1 I w-
�.> wi a.. " ci < W �W o a
J /, u-Ni-U _,.o _ , , . \ -V '. y v� i ` ... : , - -. �O4v�iWa ¢a�¢�a_ W o a
t>G O Q U U- _ N
s�
/ ,w F 3-0= - _ 11 '
<J
J � �
J 0-W _
_-. ,� -
m-W
` m 4YtlSfY d N -
- - - ti ._ - _
,

MNINANCE GENERA N( OTE5: ME
INLET ZONE 3sx
INSPECT SKIMMER WEEKLY, REPAIR AS NECESSARY. OF SURFACE AREA •
INLET ZONE 25x 1, DRIVE 5' STEEL POST AT LEAST 24' INTO SOLID GROUND. MAIRTANENCE:
OF SURFACE AREA ,
TRASH: IF THE INLET SCREEN CLOGS AND THERE IS WATER IN THE BASIN, TUGGING ON THE ROPE SEVERAL 2. USE STAPLES 1 APART HORIZONTALLY AND VERTICALLY TO ATTACH THE FILTER FABRIC TO THE :.
TIMES WILL USUALLY WASH THE TRASH OFF AND RESTORE FLOW. IF NOT, PULL THE INLET TO THE SIDE OF THE o�sus WIRE FENCE.ONE 25X
INSPECT CHECK DAMS AND CHANNELS WEEKLY AND REPAIR, AS NECESSARY FOLLOWING EVERY RAINFALL EVENT OF GREATER OA NE
BASIN AND USE A STICK TO CLEAN THE SCREEN. OPEN THE SCREEN DOOR AND REMOVE ANY TRASH OR 3. MINIMUM BAFFLE SPACING IS 10'. THAN 1/20 WITHIN A 24HR PERIOD. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL
SEDIMENT INSIDE SO GRASS OR TREES DO NOT GROW IN THE INLET. (YES, THIS CAN HAPPEN!) aUnET z0wl 1 WHEN NEEDED.
OF SURFACE AR�i 4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY y
AFTER THE BASIN 1S CONSTRUCTED. r '
SEDIMENT ACCUMULATION AROUND SKIMMER: A SHALLOW, LONG BASIN, USING BAFFLES, AND INFLOW IN THE ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF
100%CocoNUr 5. REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL SPECIFICATIONS
BASIN AT THE OPPOSITE END FROM THE OUTLET HELP KEEP SEDIMENT AWAY FROM THE SKIMMER. IF SEDIMENT i FM (COIR) &TnNG THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS. ADDITIONAL MEASURES CAN M '
RESTRICTS SKIMMER MOVEMENT, PULL THE SKIMMER TO ONE SIDE AND EXCAVATE UNDER IT. 1 I MAINTENANCE BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE: CHANNEL (PRACTICE 6.31,ICE: TRY TO KEEP ICE BROKEN UP AT THE INLET AND AROUND THE BARREL TO KEEP WATER FLOWING, MAKING RIPRAP-LINE AND PAVED CHANNELS). G P
/ INSPECT BAFFLES WEEKLY AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. o
IT LESS LIKELY THE INLET WILL FREEZE. SPRAY PAINTING THE FLOAT BLACK TO ABSORB HEAT 15 RECOMMENDED. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE $ '
USE PAINT THAT WILL STICK TO PVC PLASTIC. / BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. °•
HANDLING THE SKIMMER: THE SKIMMER I5 MADE OF PLASTIC AND WILL WITHSTAND HEAT, COLD AND SUNLIGHT DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. ° aa '„
BUT IT NEEDS TO BE HANDLED BY HAND NOT GRABBED WITH A BACKHOE BUCKET AND YANKED AROUND �
ESPECIALLY IN COLD WEATHER TO REMOVE THE SKIMMER, DISCONNECT THE HOSE FIRST, THEN DISCONNECT THE � / REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME �9 '
BARREL FROM THE INLET EXTENSION. DO NOT TRY TO PULL THE SKIMMER LOOSE WITH A BACKHOE. �� BAFFLES.
rH FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE TAKE CARE TO AVOID DAMAGING THE EXISTING SLOPES 29 I�In"`Road
BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE Moncure, North Carolina 27559
VANDALISM: KEEP UNAUTHORIZED PERSONS THAT MAY DO DAMAGE OFF THE SITE. DO NOT PROVIDE ROCKS ' I �� DEPTH. VARIES
CLOSE TO THE SKIMMER IF POSSIBLE. IF POSSIBLE, TAKING OTHER CONSIDERATIONS INTO ACCOUNT, POSITION ' ''i client
NOTE: SEDIMENT
THE SKIMMER OUT IN THE BASIN AWAY FROM THE BANKS TO DECREASE THE POTENTIAL FOR A SUCCESSFUL HIT. �� AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE ACCUMULATION FROM BEHIND CHECK TRIANGLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. DAMS TO PREVENT DAMAGE TO
D.75' MIN CHANNEL VEGETATION. FLOW SHOULD BRICK
BE MAINTAINED THROUGH THE DAM. COMPANY
VENT 4�' w --------- KEYED RIP RAP
('r m) a
FLEXIBLE JOINT 51
(RADIATOR HOSE) STEEL Pow ,
TRIANGLE BRICK COMPANY
#5 WASHED STONE 6523 NC HWY 55
n FRONT VIEW
1.5' DURHAM,INC 27713
a'x e TRENCH FILTER FABRIC 1.0' -- (TEL)919.544.1796
9AMOILL AND COMPACT (FAX)919,544.3904
FTXGE AND FABRIC TOP ELEVATION OF STORMWATER civil engineer
OUTLET END FLOAT BURIED IN TRENCH ---
•
CONNECTION #5 WASHED 2 MAX
SCREEN ACCESSIBLE (�_. n
THROUGH DOOR �1 ((� Y STONE 1 N JACOBS
BARREL PIPE LONGER THAN SHOWN
EXlSTffVG NC LICENSE#F-0287
GPOUND CLASS B RIP-RAP 110 CORNING ROAD
STEP SEQUENCE 4-6 FEET FILTER FABRIC SUITE 2500,CARY,NC 27518
("_1 STANDARD SKIMMER. 2 STANDARD BAFFLES SIDE VIEW PHONE:[phone],FAX:[phone]
CONTACT:THOMAS.WAINWRIGHTQJACOBS.COM
C-ED.01 SCALE: N.T.S. �C-EDVll
SCALE: N.T.S.
� (�_3 ROCK CHECK DAM
GENE
RAL
C-ED,01 SCALE: N.T.S.
1. DIVERSION TO BE USED TO CONVEY SEDIMENT LADEN WATER INTO AN APPROVED EROSION AND SEDIMENT 18" MIN
CONTROL BAP. TOP OF DAM
2. IMMEDIATELY LINE AND STABILIZE: BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR TARP
SKIMMER SEDIMENT BA51N DESIGN PLAN VIEW
PROTECTION
BEFORE ISSUANCE OF A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF CRITERIA PROTECTION H AND BURY
DRAINAGE. DIVERSION DITCH ., TAR;
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGE AREAS 5 ACRES OR LESS, TOP OF BANK 1 EDGE (MIN. 12-)
4. MINIMUM LONGITUDINAL SLOPE OF DIVERSION SHALL BE 0.3%. DRAINAGE AREA - �_ WEIR LENGTH, L ANCHOR IN 6%6" MIN,
5. DEPTHS SHOWN SHALL BE FINAL AFTER SETTLEMENT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ( ) < 10 AC. DIVERSION DITCH TRENCH UPSLOPE OF THE-
BOTTOM SECTION TNRU WEIR INTERNAL BERM LIMN
DITCHES IN FIELD TO MEET DESIGN CRITERIA IF SETTLEMENT OCCURS.
6. REFER TO SKIMMER BASIN DETAIL FOR DIVERSION DITCH/SKIMMER BASIN ENTRANCE. MIN. STAPLE AT 12" INTERVALS
-
LDNGTH TO 2 t USE TURF R
MAINTENANCE: WIDTH RATIO --- -- BM��OREIN
12" MIN. MIN,SPACING fYP.' OVERLAP
INSPECT TEMPORARY DIVERSIONS WEEKLY AND REPAIR, AS NECESSARY AND FOLLOWING EVERY RAINFALL EVENT SKIMMER EMERGENCY
MAX, RIP-RAP SHALL BE __�- DEWATERINGOF GREATER THAN 1/2" WITHIN A 24HR PERIOD. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND LFENM TO EXTENDED FROM THE ENTRY r DEVICE SPILLWAY
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE WIDTH RATIO s:t POINT OF EACH DIVERSION ��� �r �_----------
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE DITCH TO THE BOTTOM OF ' �� !• f
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. THE SKIMMER BASIN AT A r ` STAPLE (TYP)
WIN.
(�B MINIMUM. L
VOL
UME PER - DIMENSIONS IN TABLE 1.0 BAFFLES f
REQUIRED ARE ALSO MINIMUM AREAV `_� t
DISTURBED)
2' MIN. - +o ) DIMENSIONS. AVE1IACE = LENM ,` OVERLAP
SEE SHEET C-ERO1 FOR X & D DIMENSIONS. ll ra THE GREATER OF THE TWO IN SLICE
325 DIMENSIONS SHALL BE USED. •AREA OF BASIN WATER SURFACE AT
X* MINIMUM WIDTH IS " SURFACE (SQ. FT. PER TOP OF PRIlMW SPILLWAY FILTER CLOTH FABRIC 4'
D** - MINIMUM DEPTH 1S 12" DIKE `'''''=;'`` '- .}'; ?r AREA CFS Q10) r NON-WOVEN GEOTEXTILL
MIN. 0.25 FT .; _�
F.. :,. REQUIRED CROSS-SECTION VIEW A
FLOW FREEBOARD �' : ROVE SOURCE WATER.
`l, •,:..':. F �:r:'':r`.,:: ~:• `: "':: :::.::;. 1' FI2EEBDARD W 5' MIN. �,.�_...._ REFERENCE
.„,,..::.;. �.. , INFLOW EMBANKMENT
10-YR MAX FLOW / STRUCTURE OR 6' MAX. DEPTH OF FLOW OVER " ��-BRING MATERK DOWN Me i=SCPI�M 6,t7
1 \ \ DIVERSION DITCH BAFFLES EMERGENCY SPILLWAY T=1.5' MIN. TORN END UNDO, FOR REVIEW ONLY. NOT FOR
`l: MIN. 6 11..
SURFACE AREA 2=5' MAX. I�Q APLE AT
�\ ELEVATION - GFNI=RAL NOTES: CONSTRUCTION.
\ \ RIP-RAP DISSIPATER PAD. 1) LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.
REFER TO TABLE 1.0 FOR
H=2 MIN. DO NOT STRETCH.
MINIMUM DIMENSIONS. EMERGENCY 2) SLOPE SURFACE SHALL SMOOTH AND FREE OF ROCKS, SOIL CLODS, STICKS, GRASS.
LINING, L MAT BLANKETS SHk-L HAVE GOOD SOIL CONTACT. �� .• '.
FILTER FABRIC SPILLWAY 3) LINT FERTILIZE AND SEED PRIOR TO INSTALLING. PLANTING OF SHRUBS, TREES, ETC. SHOULD ASS
0QK SECTIONAL VIEW DEWATEftING OCCUR AFTER INSTALLATION.
�) STAPLING PATTERN AS PER MANUFACTURERS RLCOMMENOATIONS.
ZONE SEDIMENT M:1 CONTINUE PIPE TO DAYLIGHT *DIMENSIONS SHOWN ARE MINIMUM MANUFACTURCO PRODUCTS MAY HAVE ADDITIONAL TEMPORARY
ZZ��
4 TEMPORARY DIVERSION DITCH DATA BLOCK STORAGE ZONE REQUIREMENTS THAT MUST BE MEl'.
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT L T W SKIMMER SKIMMER �G >GtCi \
AREA AREA Qlo REQUIRED PR IDED REQUIRED PROVIDE DEPTH (FT.} {FEET) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE '%`9.� °° •..��•• :
C-ED.01 SCALE: N.T.S. ACRES ACRES {CUBIC Fr. (CUBIC FT. 5Q Fr. sQ Fr. H 2 DIAMETER DIAMETER ' W
1 2,36 CRE 8.98 4,248 4,998 2,918 3,130 2 2 4 1.5 3 ,.E 1.5" ( 7� ROLLED EROSION CONTROL PRODUCT �>>!I 1 1 11111�`j�
2 5.37 5.37 20.43 9,666 14,790 6,641 8,440 2 2 4 18 1.5 10 3 2.5" 2.2" C-E0.01 SCALE: N.T.S. 1/
3 9.99 9.99 38.01 17,982 23,294 12,354 13,034 2 2 4 33 1.5 10 3 3.0' 2.7"
VERIFY SCALE
TABLE 1.0 0 1
FILTER FABRIC DM STRENGTH NEEDED
WITHOUT WIRE MESH SUPPORT DIVERSION LENGTH WIDTHF DLPTH AVG DIAM. µMAX D$AM.
1 11 FT 7 FT 12 IN 3 IN 4.5 IN
BAR IS ONE INCH ON ORIGINAL
2 _ 14 FT 9 FT 12 IN� 3 IN 4.5 IN
DRAWING. IF NOT 1 INCH ON
STEEL POST 3 12 FT 7 FT 12 IN 3 IN 4.5 IN THIS SHEET, ADJUST SCALE
4 25 FT 14 FT 18 IN 6 IN 9.5 IN
mowf 5 35 FT 20 FT 18 IN 6�IN 9. IN
fi �18 rT 72 FT 12 IN 3 IN 4.5 IN ISSUE
•'-~� � 7 4 FT 3 FT 12 IN 3 [N 4-5 tN _ T
MOW
B 10/20/11 ISSUE FOR PERMIT
- FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES. C 11/22/11 ISSUE FOR PERMIT
FT MAX SPACING WITH 2. EARTH BERM SHALT. BE STABILIZED WITH VEGETATION ACCORDING TO STATE SPECIFICATIONS.
WWGIR FT VM PPORT FENCE
WffHOUT NOTE DD NOT ATTACH 3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL
WIRE SUPPORT FENCE FABRIC TO EXISTING TREES. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN° PLACE THE SEDIMENT THAT HAS BEEN REMOVED IN A DESIGNATED DISPOSAL
AREA. REPAIR AND/OR REPLACE BAFFLES.
sT>"EL Posy 4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW
48 HIGH MAX POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED IMMEDIATELY.
PONDING HT. PONDING HT. 5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE BASIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL,
A�A H F ECU ARE RECOMMENDED.
24' TO oSA nsr.ELY 7• RIP RAP PROTECTION SHALL BE PROVIDED AT EACH POINT OF ENTRY INTO SKIMMER BASIN. RIP RAP SHALL EXTEND FROM THE ENTRY POINT OF THE CHANNEL TO THE BOTTOM OF MARK DATE DESCRIPTION
THE SKIMMER BASIN. THE WIDTH OF THE RIP RAP PAD SHALL BE AS WIDE AS THE TOP OF BANK OF ENTRY CHANNEL AND SHALL BE PLACED ON FILTER FABRIC.
RUNOFF 9. RUNOFF
(RECOMMEND�p) � MAINTENANCE PROJECT NO: EIX10200
STORAGE HT.
•. INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE CAD FILE: C-ED.01.DWG
_ THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE $O THAT THE SEDIMENT
24' MIN. 24' MIN, UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL MAKE SURE VEGETATION GROWING IN THE DRAWN BY: JAIL
4-x • TR c BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
wrcFloAC�rEa GRAVEL CHECKED BY: TJW QC BY. TJW
LL REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
SCALE: AS SHOWN
STANDARD DETAIL ALTERNATE DETAIL IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER 803 UP AND DOWN AND DISLODGE THE DEBRIS
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO DATE: MARCH 23, 2011
SEE IF IT 1S CLOGGED; IF SO REMOVE THE DEBRIS.
MAINTI-NANGE IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE sheet title
INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER, n t*
IMMEDIATELY. SHOULD THE FABRIC . A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, EROSION
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY . PROVIDE ADEQUATE AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS CONTROL
�
STORAGE VOLUME FOR THE.NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID FROM THE SKIMMER AND POOL AREAS. V O N T RO L DETAILS
UNDERMINING THE FENCE DURING CLEANOUT: REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
(`__5 TEMPORARY SILT FENCE. ("_6 STANDARD SKIMMER BASIN. sheet number
C-ED.01 SCALE: N.T.S. C-ED.01 SCALE: N.T.S.
C-ED -01
W:\JOB\E8X857 - Triangle Brick Merry Oaks RenewGl\DWGS\CIV\C-ED.01.dwg
• s

MERRY N09 1
294 King Road
Moncure, North Carolina 27559
MINING PLAN RENEWAL
85
GREENSBQR
• MESMO NCDENR SUBMITTAL - MARCH 23 , 2011
• DURHMI
401
4
CFUIPEL 0LL 40 540 JACOBS DRAWING INDEX
54 64 (RENEWAL PLANS ONLY)
cARY 440 264 Sheet Number Sheet Title
15 0
SIG C-0.0 COVER SHEET
EX
501 " C-MP.01 11+6 MINING Pi-AN
1 HOLLY SPRINGS c iYroN C-EP.01 M-6 EROSION CONTROL PLAN
MERRY OAKS 55
C-ED.01 EROSION CONTROL DETAILS
FUQUAY-VARk55 70
PROJECT 95
LOCATION 401 40
.SAIVFORD McKIM & CREED DRAWING INDEX
(PREVIOUSLY PERMITTED)
Sheet Number Sheet Title
—N— 1 COVER SHEET
2 OVERALL PROPOSED MINING PLAN
4 �y
LOCATIONIAREA MAP 3 EROSION CONTROL PLAN (1/2)
SCALE: N.T.S 4 EROSION CONTROL PLAN (2/2)
5 MINING PLAN (1/2)
6 MINING PLAN (2/2)
7 MINING PLAN SECTIONS M-3/M-4
8 MINING PLAN SECTIONS M-5/M-6
OLD 9 RECLAMATION PLAN (1/2)
10 RECLAMATION PLAN (2/2)
11 EROSION CONTROL DETAILS
SANFORD 12 EROSION CONTROL DETAILS
APEX
1
ny KING ROAD (SR 1911)
CD
ti
CD
TRIANGLE BRICK
cHUR�h Rom'"wV
Cn �vp C `r
G
4 yo
o
—N— PROJECT REVISIONS
o REVISION DESCRIPTION DATE BY
>- NO.
w
w
Y
VICINITY MAP �� cA.. .
CD WT.S TM �FE
a
JACO
--4: 202
r` NC LICENSE# F-0287 °.F`N t�4,•°`C;
X 110 CORNING ROAD
V - �
00 SUITE 2500, CARY, NC 27518
- PHONE: [phone], FAX: [phone]
CONTACT:[e-mail]
i