NCG020783_COMPLETE FILE - HISTORICAL_20110721

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/ /v U& 6ch
DOC TYPE
-B' HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ azi�
YYYYMMDD

r
North Carolina
Beverly Eaves Perdue
Governor
Van D. Medlock
Environmental Manager
Ralph Rogers & Company
421 Great Circle Road
Nashville, TN 37228
Dear Mr. Medlock:
NC®ENR ,---_ .�
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
July 21, 2011
Subject: NPDES General Permit NCG020000
Certificate of Coverage NCG020783
Henrietta Quarry
Rutherford County
Division personnel have reviewed and approved your request to transfer coverage under the General
Permit, received on May 12, 2011.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained in the
General Permit remain unchanged and in full effect. This revised Certificate of Coverage is issued under
the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at [phone].
cc: Asheville Regional Office
Stormwater Permitting Unit
Wetlands and Stormwater Branch
1617 Mali Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: 91M07-64941 Customer Service 1-877-623-6748
Internet: www.ncwaterquality.org
Sincerely,
Coleen H. Sullins
Naturally
None
ithCarolina
An Equal Opportunityi Affirmative Action Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020783
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Ralph Rogers & Company
is hereby authorized to discharge stormwater from a facility located at
Henrietta Quarry
1385 Ferry Road
Henrietta
Rutherford County
to receiving waters designated as Hog Pen Branch, a class WS-IV water, in the Broad River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, II, III, IV, V and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective July 22, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit
Signed this day July 22, 2011.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

�O�OF WAT�19 Beverly Laves Perdue, Governor
Cl)r Dee Freeman, secretary
7 North Carolina Department of Environment and Natural Resources
O [
Coleen li, Sullins, Direclor
Division of Watcr Quality
SURFACE WATER PROTECTION SECTION
PERMIT NAME/OWNERSHIP CHANGE FORM
1. Please enter the permit number for which the change is requested.
NPDES Permit (or) Certificate of Coverage
N 10$ 10 N I :C 10 10 12 10 7 8 3
II. Permit status prior to requested change.
a. Permit issued to (company name):
b. Person legally responsible for permit: Richard Magahey
First MI Last
Vice President
Title
PO Box 398
Permit Holder Mailing Address
Henrietta NC 28706
City State Zip
[phone] [phone]
Phone I a�
c.
Facility name (discharge):
Henrietta Quarry
d.
Facility address:
1386 Ferry Road
Address
Henrietta NC 28706
City State Zip
e.
Facility contact person:
Richard Magahey' [phone]
First / MI / Last Phone
III. Please
provide the following for the requested
change (revised permit).
a,
Request for change is a result of:
® Change in ownership of the facility
❑ Name change of the facility or owner
/f other please explain:
b.
Permit issued to (company name):
Ralph Rogers 8r Company
c.
Person legally responsible for permit:
Van D. Medlock
First MI Last
UA'H 1 2 Q
2 11
�VA7 EjtlAL
Environmental Manaaer
Title
421 Great Circle Road
Permit Holder Mailing Address
Nashville TN 37228
City State Zip
[e-mail]
[phone] m
Phone E—mail Address
d. Facility name (discharge):
Henrietta Quarry
c. Facility address:
^
1385 Ferry Road
Address
Henrietta
NC
28706
City
State
`� zip; i
f. Facility contact person:
Van
D.
Medlock
first
MI
(M) 780-5781
[e-mail].
Revised 02008

•
- F

PERMIT NAME/OWNERSHIP CHANGE FORM
Page 2 of 2
Phone E-mail Address
IV. Permit contact information (if different from the person legally responsible for the permit)
Permit contact:
Same
First MI [,as(
Title
Mailing Address
City State Zip
Phone E-mail Address
V.
Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
® Yes
❑ No (please explain)
VI. Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
® This completed application is required for both name change and/or ownership change
requests.
® Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
1, Richard Magahey, attest that this application for a name/ownership change has been reviewed and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information is not included, this application
package will,4e returned as incomplete,
Si
4/19/2011
Date
APPLICANT CERTIFICJAXMN
I, Van Medlock, attest that this application for a name/ownership change has been reviewed and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information is not included, this application
package will be returned as incomplete.
l
Signature
4/19/2011
Date
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Revised 7/2008

North Carolina
Beverly Eaves Perdue
Governor
Mr. Richard Magahey
Long Branch Partners, LLC
P.O. Box 398
Henrietta, NC 28076-0398
Dear Mr. Magahey:
�:.je
NC®ENR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
November 19, 2010
Subject: General Permit No. NCG020000
Henrietta Quarry
COC NCG020783
Rutherford County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on November 2,
2010, we are forwarding herewith the subject certificate of coverage to discharge under the
subject state — NPDES general permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
renidrecl by the. Divigin i of Water Ori:nIity nr nermltC reniiiri-d by the Divicinn of i nnri
Resources, Coastal Area Management Act or any other federal or local governmental pernnit that
may be required.
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone], or at [e-mail].
Sincerely,
ORIGINAL SIGNED M
PICKLF
for Coleen 1-IKS,ullins
cc: Asheville Regional Office
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 North Carol' r1�1
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 �7
Phone: 91 M07-63001 FAX: [phone] Customer Service: 1-877-623-6748 Al � tut'�jL �i/
IntemPt: www.ncwaterquality,org ;/
An Equal Ooportunity 1 Affirmative Aclion Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020783
STORMWATER DISCHARGES R PROCESS WATER CLOSED LOOP RECYCLE SYSTEM
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Long Branch Partners, LLC
is hereby authorized to discharge stormwater from a facility located at
Henrietta Quarry
1385 Ferry Road
Mooresboro
Rutherford County
to receiving waters designated as Flog Pen Branch, a class WS-IV water in the Broad River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
$e. Fn+-th ,n T) T TT I17 111 Al ,1 AIT rF_.,."...�,_I n-, XT_ NTrl'-A1r1A"n 1 i
waia. . . uaw •.. ■, r, r u r 10, Gcnc-1a1 1 eilllll 114 1Vl"LIVL.VVVV a5 a[laC;nCCl.
This certificate of coverage shall become effective November 19, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 191h day of November, 2010.
ORIGINAL SIGNED 13N
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

NCG020783
Map Scale 1:24,000
Long Branch Partners, LLC
Henrietta Quarry
Latitude: 350 14' 31" N
Longitude: 810 48' 48" W
County: Rutherford
Receiving Stream: Hogpen Branch
Stream' Class: WS-IV
Index No.: 9-41-23 (Broad River Basin)
Facility Location

Division of Water Quality / Surface Water Protection
NCDENRNational Pollutant Discharge Elimination System
E.NIH KENT u.o N� Rf30tXtCES t -
NCG020000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year I Month Da
Certificate of Coverage A
Check H Amount
1 Id
e i+ Assi ed to
rsrM
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code -14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations,
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCi]OT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i,e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
For existing mining sites that require an Authorization to Operate (A TO) wastewater treatment facilities:
This NOi is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of anV new treatment components at an existing site requires an
ATC. (it the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle wastewater at mining sites will require an ATC rp for
to construction per 15A NCAC 2H .0138. Please seethe NCG020000 General Permit for details•abo%:WIiich
treatment facilities require an ATC (summarized in Table 1 below). The authorization to ZpaF�tct.occontiQue
1 n
to operate will be issued at the same time as the Certificate of Coverage (COC) for the NCG 2 Permit. - Deslgn;o13:f
treatment facilities must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities subject to the ATCiATO requirements in` 64 NCG02!pd­tinlit
at new or existing mining sites requires submission of three (3) sets of plans and specl;,flcation's'"signed
Page 1 of 9
'As per ISA NCAC 2H .0106--
=Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualifiet"to.perfom
such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed "and sealed
by a P.E.
SWU-NCG02-NOI Last revised 06/07/2010

N
NCG020000 N.O.I.
and sealed by a Professional Engineer (P.E.) or qualified staff along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1: Summary of Wastewater Permit Requirements
Quarterly
Monitoring?
Requires
A to C?
Mine Dewatering (MD)
Yes
No
Yes
No
MD Discharges that do not need treatment
other than E&SC to meet permit conditions
✓
MD Discharges that need treatment other than
E&SC to meet permit conditions
✓
✓
Process Wastewater
Other Recycle
✓
✓
Closed Loop Recycle
✓
✓
Any Other Process WW
✓
For questions, please contact the DWQ Regional Office for your area. (See page 7) _
(Please print or type)
1) Mailing address of ownertoperator (address to which all permit correspondence will be mailed):
Owner Name Longranch Partners, LLC
Owner Contact Richard Magahe r,Vice President & CEO
Street Address P.O. Box 398
City Henrietta State NC ZIP Code 28076 — 0398
Telephone No. 828 657 — 9331 Fax: 828 657 — 9332
E-mail Address richardmaaahey(cr•.longbranchpartners.com
2) Location of facility producing discharge:
Facility Name Henrietta Quarry
Facility Contact Richard Magahey, Vice President & CEO; Long Branch Partners, LLC _
Street Address 1385 Ferrer Road
City Mooresboro State NC ZIP Code 28114
County Rutherford _
Telephone No. 828 657 — 9331 Fax: 828 657 — 9332
Contact E-mail rich ardmagahey(clongbranchpartners. corn
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From US Hwy 74, exit onto 221 South; turn left on
Barris — Henrietta Road; turn right onto Ferry Road; Quarry is one (1) mile on the left.
4) Latitude N 35° 14' 31.44" Longitude W 81°48' 48.18" (degrees, minutes, seconds)
Page 2 of 9
S1NU-NCO02-NOI Last revised U712010

NCG020000 N,01
Permits:
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility' Date operation is to begin
® Existing
❑ New Permit not applicable -- ATC request only
6) Standard Industrial Classification:
NPDES Permit Number
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1 4 0 0
7) Provide a narrative description of the types of minerals mined at this facility: Crushed Stone (Granite)
for road and construction use
8) Is this mine an inactive mine site?
05
❑ Yes If yes, do you posses an "Inactive Renewal" from DLR and notified the DWQ Regional Office or
have you certified to the DWQ that the site has been stabilized? ❑ No ❑ Yes
9) Does this facility already have a valid Mining Permit from the.Division of Land Resources (DLR)?
❑ No If No, please indicate the status of the Mining Permit application:
121 Yes If yes, please provide the Mining Permit number: 81— 09 Please also provide a
copy of your DLR Mining Permit with this DWQ application.
Note: DWQ cannof issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR),
10) Does this facility have any other NPDES permits?
® No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
11) Does this facility have any Non -Discharge permits (ex: recycle permits)?
® No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
12) Does total area of this mine site include ready -mix and asphalt areas?
❑ No
21 Yes If yes, do they have DWQ stormwater permits (if owned by the same company)? ® No ❑ Yes
(provide permit number )
If not owned by the same company, who is the owner? To Be Determined — Future Lease Site
13) Will this mining operation precede development activities at this site?
❑ No
IZI Yes - Plant will be expanded in the future into the approved build -out condition.
14) Is this mine located within one of the 20 Coastal Counties and will it add more than 10,000 ft2 of impervious
surface?
al .
Page 3 of 9
SWU-NCG02-NOI Last revised U712010

NCG020000 N.O.L
❑ Yes If.yes, you may be required to apply for an additional state stormwater permit. Check with your
local Regional Office. See contact information and checklist below.
15) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basin, or the Randleman or Jordan
Water supply Watersheds?
® No
❑ Yes If yes, what size stream buffers are included on site? ft. Please show buffers in site plans.
Discharge Points Receiving Waters & Wetlands:
16) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Hog Pen Branch
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). N.A. _
Receiving water classification (if known): Ws— IV
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must be
approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage under
NCG020000 cannot be granted. No new discharges of wastewater are permitted in receiving
waters classified as VIIS-I or freshwater ORW. Wastewater discharges to Saltwater ORW will
not be approved under the NCG02 General Permit.
17) If your facility has wastewater discharges and they are to HWQ, PNA waters (Primary Nursery Areas) waters,
what is the flow rate? NA (See http'i/www.ncdmf,netima�,s/FNA mapslindex.html, for map)
18) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Onsite: Stormwater: 1 Mine dewatering: Process Wastewater Overflow:
Offsite: Stormwater: 1 Mine dewatering: Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: Existing_ runoff flowing. into the mine pit and creek flow
from the south will be collected in ponds for use during production as process water in a closed — IooD recvcled
wash system. Onsite stormwaler runoff from roadways and undeveloped areas will be conveyed via grassed
roadside ditches to protected outfalls into Hog Pen Branch at this same location. Stormwater runoff from the
processing areas (not including the mine it) will be routed through bioretention onds for treatment and other
sediment control devices prior to being discharged into Hog Pen Branch.
a) Is your mine dewatering and discharging? (Answer only if you are dewatering)
® No
❑ Yes If yes, where to? _ Surface Waters and/or Wetlands (on -site or off -site)
Other (on -site or off -site) Describe:
b) Are you dewatering but not discharging? (Answer only if you are dewatering)
p No
❑ Yes If yes, please explain how you are dewatering, and where that water will be directed:
Page 4 of 9
SWU•NCG02-NOI Last revised 6/7/2010

NCG020000 N.O.l.
19) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
❑ No
® Yes
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — approval of a Pumping -O&M plan may be required prior to
coverage under this general permit. The Pumping O&M flan should be submitted to the
appropriate Regional Office and must be approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed
plans to maintain surrounding hydrology and respective monitoring to demonstrate compliance. See
checklist at end of document. Contact yourlocal Regional. Office for questions specific to your mine.
20) if you are dewatering, are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
® Yes If yes, what distance are they from the mine pit perimeter? .approximately 150 feet. Note: The USACE
determined that wetlands adiacent to the pit will not be impacted and'thus did not require permits for areas outside of
the pit.
21) Have you been required to obtain a 404/401 Certification permits?
❑ No
C] Yes If yes, please briefly describe below (include information such a required mitigation, BMPs, setbacks,
and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as necessary:
• Note: Currently thMuaLrLJs.operE1ting under an approved_ Temporary Start Up Plan. Mitigation measures, BMP's
and other treatment measures will not be constructed until the quagy is in a built out condition.
• Mitigation (stream enhancement devices) will be provided for creeks impacted by the mine activities _
• A 2G0' wide (100' from top of creek bank, each side) undisturbed buffer will „be provided along Flog Pen Branch
• Future Bioretention ponds will be provided to capture and treat surface runoff below the processing areas
• A future undisturbed conservation easement will be provided around a portion of existing -creek flowing to Hog Pen
22) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
p No ❑ Yes if yes, please attach to application submission.
Stormwater BMPs:
23) Does this facility employ any best management practices for stormwater control?
❑ No 0 Yes If yes, please briefly describe As required by the NC DWQ 401 Water Quality Certification
Bioretention ponds will be provided below the process area in the built out condition: stormwater is conveyed via
vegetated ditches to levels readers wherever possible: the use of underground stormwater pipe has been minimized
and the use of curb and gutter to control stormwater runoff has been avoided.
24) Does this facility have a Storrnwater Pollution Prevention Plan?
❑ No El Yes
If yes, when was it implemented?. Stor_mwater_measures on the -permitted drawings represent the built out
condition of the quarry. Storrnwater pollution measures are currently tailored to the Temporary Start Up Plan.
Page 5 of 9
5WU-NCG02-NOI Last revised 6f7/2010

NCG020000 N.O.I.
25) Will vehicle maintenance activities occur at this facility?
❑ No ❑ Yes
Wastewater Treatment Facilities:
26) Will mine dewatering discharges occur? (An ATCIATO is required for wastewater treatment facilities'
dewatering discharges where E$SC devices alone will not meet effluent limits and/or protect water quality
standards).
12 No
❑ Yes
27) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless closed -loop recycle system)
® No
❑ Yes
If yes, answer the following questions for each wastewater treatment system:
a. Please describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment facilities
should be described in detail, and design criteria or operational data should be provided (including
calculations) to ensure that the facility can comply with requirements of the General Permit. [Use
separate sheet(s)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina.
C. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ® Yes
28) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
® No
❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design requirements for
treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
Other:
29) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Page 6 of 9
SWU-NCG02-NOI Last revised U712410

NCG020000 NA.I.
Type(s) of waste:
How is material stored:
Where is material stored: _
How many disposal shipments per year:
Name of transport 1 disposal vendor:
Vendor address:
30) Are you applying for a mining permit in the same location as a previously permitted mine?
® No
❑ Yes If yes, specify permit number and name if known:
31) Does your site have an active landfill within the mining permit
boundary?
® No
❑ Yes If yes, specify type: ❑ LCID ❑ Other:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text online for secondary containment requirements.
❑ No
® Yes
Final Checklist:
This application will be returned as incomplete unless all of the following_ items have _been _included and
initialed for. Please show that the following required information has been included by initialing in each
space below.
✓ Fee of $100 made payable to NCDENR
✓ Completed application and all supporting documents
y Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest major roads
Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc. .
✓ 2 copies of large-scale site plan with topographical lines with all outfalls, applicable buffers and wetlands
clearly delineated
✓ A copy of your DLR mining permit
NA A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 22 above.
NA If mine site is in one of the 20 Coastal Counties,
• Applicant has checked with the appropriate regional office to verify the need for a Coastal State
Stormwater permit. Regional Office Contact:
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas and total drainage area.
NA If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping O&M Plan (see below
for contact information). You maybe required to provide an approved Pumping O&M }plan prior to
NCG02 issuance.
NA 2 copies of detailed Full Size Plans delineating areas on the plans and listing acreage (including:
wetlands, ditches, well -placements, pits, borrow areas, overburden storage, stormwater controlslBMPs,
vehicle maintenance areas, settling basins, product process (such as screening, stockpiles, waste
Page 7 of 9
SWU-NCG02-NOI last revised 6/7/2010

NCG020000 N.O.I.
piles), total drainage area, impervious surface percentages (if state sw programs apply), applicable
buffers, and access and/or haul roads).
NA Well information (design, depths, maintenance)
NA Physical monitoring for the wetlands areas
Settling pond sizing information, if applicable
Level spreader design, if applicable
Details about dewatering method
Cone of influence calculations
Description of measures to prevent erosion and flooding
Description & information about 401/404 permits that have been obtained
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable)
I have contacted my local regional office about a Pumping O&M Plan.
Regional Office Contact: Date contacted:
-OR-
I will not any impact nearby wetlands, surface waters or groundwater by dewatering.
If an ATC or ATO is required, three (3) sets of plans, specifications, and design calculations, signed, sealed,
and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on Page 2 of
this NOI (see the permit text for more details). Plans shall show all pertinent design features, including the
location of the outfail(s). If stormwater is flowing off -site, the plan must show that stormwater will not be
mixed with wastewater.
Certification: North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article: or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article: or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. I agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
Page 8 of 9
SWU-NCG02-NOI Last revised V712010

NCG020000 N.O.I.
I agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Richard B. Ma ahe
Title: Vice-OBo<ide" Chief Operations Officer — Lona Branch Partners. LLC
6 O
(D fe Sig ed)
Notice of Intent must be accofhpanied'by a check or money order for $100.00 made payable to NCDENR.
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact information:
Asheville Office ......
(828) 2964500
Fayetteville Office...
[phone]
Mooresville Office ...
[phone]
Raleigh Office........
[phone]
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 9 of 9
5WU-NCG02-NOI Last revised 6/7/2010

ol✓/�•A `4f •-% F i 1 :�/�� '' jl;i a Vpational YYY�, }
rr'�.r`�'/ �; f . SI \� f�. f lr S jai\ }.� / a / ✓ l 7
r/tfr if A RS\ d ` p'dl�rne�a� t [' f., i e
tC�IF`,
_ _ I ��y .F►uvirllar � r ���,• '1i i 1� .S � ���... „�� 4t .t� .r,�. }. n i
rt .yyi 121t6 aJr
1 .../! . • f 9• ._. - t- -_�J� 11' •I t _'�'� /3fa•rr'v' •_.. � � ��:_ :i M'�'�!r `� A-Av`�� i � �-
se,
,� "` � - ♦ Diu '��-.Y�'a*'1-F� ��7_`4 �:t•1`•\i -'i '1�r./.f, �1 t(i'`, i� '' I1\,. l��1r!j„ ♦ I,f1�1� .�4J_.`,,lt,`h '`t'.• 1f!.-'�•1` f, �». _ ��"w•��_,1�• 1 �� "rjrryir�U_f�; 4i iP'.i'i•,•i�tI � ti}A! r�!1"�1,�0,., 1-tfi1..r.�_�i�.�•_+Ii1�a°'��,��Ii+ .ri..'�. f'�°'._,'{.�r.i•f� fr.i„�I�� !� 0„f-E, I �l,�F`tkyI� , 2'rr: -ir `~I trI('{ 1�5.•��r-•- 1'I.3['c�:r7«//�:,:/. H�• 9t,r.i'�3 /��,amx�"i'!` -ce� {{. �t•`ti"'�•m. �i;ka•kr��^-f.,,. `_ �r1 .�/1fi�~.\a�� 0 r- . `.�..r-'1�_'! 1I1 \ s �.e'� !f•r'�1-i2,��� a-'1:'a'1'��`,l' `�..,ii�:©.1 ;},_I�1rl�.1,�fq,�. ,G� r•..� ,a.-,.? 1I.IlIlII1-,_ir.•1ti...1 -" ,�!�,i.'w_, y� ;' ~l -(t✓\{�1`r��.1�-L•-�•.^l �`'f°/�1•`�,:f 1��� `1���r�F.l_�`�-_.�~l�lf� �s� s ��'�Y " ,;+J✓f`% +,�% `
r•• f!,t1•I J�'".i-/ /j-.��i;\�)�r.A- "i � �, �r "/:`P�t-3�� em~d;iNtl.711rE•+�iii1r*�t.�F,�sl .�"1 %rc�' � -M-�rEmar\c'.ti^'���fs`, r>. c t!!. r\t'•ill I �ry���'1 ''Sf_./\.c4k�^//�`/'•�r`I5_=:-`f;_f,&/'rhJ�r��4�7 l.��.1�'.i �'�w�s"�`E";"{r�;Y�.- .{Ii.I" fI ?ff4 � �_:�l� a�r�ir''lf�'�°',5 •'- "1C'',°��•-.i��';�'��t`a,�- �?.-kti�„• ^- .qld, (lr:11-'i:'�.i ei,�.,,/r `..�_r ,
Z!.f� ,f— i�`�r)}ci,"?.l$♦a,�1�. ��€ �,r1A�-:.,i.a11r ��:•l,,'}f_: '?}};.'fJ�° j�,(}�'y�.iGp:F.J�/ �.`-A:�+YM'�"���, '-t.iS°,.4`�,ir.3��e�.:����'l-��7�;� `.rli���,J f'�t?7R�y'tii��'i`\�,_tyyi! � t� Y 9u _V
�rr :'dY,1m!ya! iy��� �1�r•{(ata �• 'i'�n1..�jI".Jf.i1��'♦•1� -.•� r/l�; A�1�rl/.ir�! ,,�_Y y,t4.•i"
a}-.�ti`i1�1 '+kI+{, " ..x�\i.�i rG,�J.'•f^'l� �'' "} r /..l`
f �^ Hil1'%tal[
�He rl'etia.V� h
{
\I\
fam�l{l!\�,-�,/+_..♦�
.`$.�•[•,,./�`i_..—I �.• '
,-
.4
27
nMagnetic Declinatio. SCALE1:2Afl00
0 1 MILES
'©000 YARDS
2lN .•�
.
•
'
0 1 KILOMETER
Name: CHESNEE Location: 035° 14' 45.00" N 081 ° 48' 3623" W NAD 27
Date: 1012812010 Caption: Henrietta Quarry
Scale: 1 inch equals 2000 feet Mining Permit No. 81-09

DEPARTMENT OF THE ARMY
WILMIrGTOIN DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28102-1990
REPLY TO
A T0MON°F. August 30, 2007
Regulatory Division
Action ID 200542586
Mr. Steve Whitmire
Long Branch Partners, LLC
315 Red Oak Flats Road
Dahlonega, Georgia 30533
Dear Mr. Whitmire:
Enclosed is a Department of the Army permit to impact waters of the United States in
order to construct a hard rock quarry and associated facilities near Henrietta; in Rutherford
County, North Carolina. The Corps is issuing this permit in response to your written
request of July 22, 2005, and the ensuing administrative record.
Any deviation in the authorized work will require modification of this permit. If a
change in the authorized work is necessary, you should promptly submit revised plans to
the Corps showing the proposed changes. You may not undertake the proposed changes
until the Corps notifies you that your permit has been modified_
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal taw. Certain
significant conditions require that:
a. You must complete construction before August 10, 2017.
b. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and conditions.
You must notify this office in advance as to when you intend to commence and
complete work.

You should address all questions regarding this authorization to Mr. Steve Chapin,
Asheville Regulatory Field Office, telephone [phone], extension 224.
Sincerely,
5 John E. Pulliam, Jr.
V Colonel, U.S. Army
District Commander
Enclosures
Copy Furnished with enclosures:
Chief, Source Data Unit
NOAA/National Ocean Service
ATTN: Sharon Tear N/CS261
1315 East-West Hwy., Rm 7316
Silver Spring, MD 20910-3282
Copies Furnished with special conditions and plans:
Mr. Ronald J. Mikulak, Chief
US Environmental Protection Agency
Wetlands Regulatory Section
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Brian Cole
U.S. Fish and Wildlife Service
160 Zillicoa Street
Asheville, North Carolina 28801
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. David Rackley
National Marine Fisheries Service
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Ms. Becky Fox
US Environmental Protection Agency
1307 Firefly Road
Whittier, North Carolina 28789

5
DEPARTMENT OF THE ARMY PERMIT
r S
Perminee Long Branch Partners, LLC
Permit No. 200532586
Issuing Office CESAW-RG-A
NOTE: The term "you" and its derivatives, as used in this pennit, means the permittee or any future transferee. The term "this
office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted
activity or the appropriate official of that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: to impact waters of the United States (U.S.) in order to develop a hard rock
quarry. The entire project (Phase I and Phase II), will impact waters of the United States as .
follows: (1) permanently impact 348 linear feet of streams for road construction -(Phase I), (2)
Permanently impact 0.3% acre of wetland and 1,138 linear feet of stream for pond and weir
construction (Phase 1 and II), and (3) permanently impact 2,615 linear feet of streams for pit
construction (Phase I and 11).
Project Location: in Rutherford County, North Carolina
Permit Conditions:
General Conditions:
I. The time limit for completing the work authorized ends on August 10, 2017 If you find that you need more time to
complete the authorized activity_ submit your request for a time extension to this office for consideration at least one month
before the above date is reached.
3- You must maintain the activity authorized by this permit in good condition.and in conformance with the terms and
conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may
make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain
the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this
permit from this office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by
this permit. you must immediately notify this office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of
Historic Places.
ENG FORM 172I. Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325 (AppenAr A))

t. It'vou sell the property associated with this permit. you must obtain the signature of the new owner in the space provided
and forward a copy of the permit to this office to validate the transfer of this authorization.
5. If a conditioned water quality- certification has been issued for your project, you must comply with the conditions specified
in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it
contains such conditions.
G. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure
that it is being or has been accomplished in accordance .with the terms and conditions of your permit.
Special Conditions:
SEE ATTACHED SPECIAL CONDITIONS
Further Information:
1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:
( ) Section 10 of the lovers and Harbors Act of 1899 (33 U.S.C. 403).
(X) Section 404 of the Clean Water Act (33 U.S.C. 1344).

Long Branch Partners, LLC
Page 2 of 4
September I6, 2005
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity Iwith the requirements of Section 401 Public Laws 92-
50E and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 214, Section .050E to Mr. Steve Whitmier of Long Parmers, LLC to fill or impact
5,496 linear feet of jurisdictional streams and to fil 0.396 acres of jurisdictional wetlands in the Broad
River Basin, associated with the construction of a d rock quarry in Rutherford County, North Carolina,
pursuant to application materials received on the 2 ' day of July of 2005, and as described in the U.S.
Army Corps of Engineers Public Notice received 4ugust 12'h, 2005.
The application and supporting documentation pro
not result in a violation of applicable Water Qualit
State of North Carolina certifies that this activity v
302, 303, 306, 307 of PL 92-500 and PL 95-217 if
supporting documentation, and conditions hereinal
This approval is only valid for the purpose and deg
described in the Public Notice. If the project is ch
Certification is required. If the property is sold, thi
and approval letter and is thereby responsible for c
new owner must notify the Division and request d
or stream fill be requested in the future, additional
in 15A NCAC 2H .0506 (b) (6) and (7)_ If any plg
change in stream or wetland impact or an increase
writing and a new application for 401 Certificatioi
compliance with the conditions listed below is req
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby appr
conditions of this Certification (or Isol;
approved including incidental impacts:
,des adequate assurance that the proposed work will
Standards -and discharge guidelines. Therefore, the
I1 not violate the applicable portions of Sections 301,
inducted in accordance with the application, the
:r set forth.
gn submitted in the application materials and as
aged, prior to notification a new application for a new
new owner must be given a copy of the Certification
implying with all conditions of this Certification. Any
Certification be issued in their name. Should wetland
=pensatory mitigation may be required as described
i revisions from the approved site plan result in a
n impervious surfaces, the DWQ shall be notified in
may be required_ For this approval to be valid,
as long as all of the other specific and general
Wetland Permit) are met. No other impacts are
Amount
ed nits
Plan Location or Reference
Stream
5 496 feet
Public Notice
404/CAMA Wetlands
0.396 acres
Public Notice
Sediment and Erosion Control:
2. Erosion and sediment control practices in
govermimg the proper'design, installation
Management Practices in order to protect
a. The erosion and sediment control mew
operated, and maintained in accordance
Sediment and Erosion Control Plannin
b. The design, installation, operation, and
measures must be such that they equal,
recent version of the North Carolina SE
be in full compliance with all specifications
operation and maintenance of such Best
face waters standards:
res for the project must be designed, installed,
with the most recent version of the North Carolina
and Design Manual.
maintenance of the sediment and erosion control
rr exceed, the requirements specified in the most
fiment and Erosion Control Manual. The devices

e. Damage claims associated with amv future modification. suspension. or revocation of this pennit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is'not contrary to the public
interest was made in reliance on the information you provided.
i. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances
warrant. Circumstances that could require a reevaluation include. but are not limited to. the followin-
a. You fail to comply with the terms and conditions of this pen—
nit-b. The information provided by you in support of your permit application proves to have been false, incomplete, or
inaccurate (See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms
and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive. this office may in certain situations
(such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the
cost.
6. ]extensions. General condition I establishes a time limit for.the completion of the activity authorized by'this permit. Unless
there. are circumstances requiring either a prompt completion} of the authorized'activity or a reevaluation of the public interest
decision, the Corps will normally give favorable consideration to a request for an extension of this time limit.
Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit..
,ter C.D�
(D,4 . E)
i to act for the Secretary of the Army, has signed below.
q-&-o7
OP7RICT COMMANDER) JOHN E(7L�A�vI, JR, COLONEL (DATE)
When the structures or "IT authorized by this permit are still in existence at the time the property is transferred. the terms and
conditions of this permit will contitiue to be binding on the new owner(s) of the property. To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.
(TRAMVEREE)
MATE)
-U.S. GOVERNMENT PRINTING OFFICE: 1996- 717-425

1�
0
Mr. Steve Whitmier
Long Branch Partners, LLC
315 Red Oak Flats Road
Dahlonega, GA 30533
Michael F. Easley, Governor
William G. Ross Jr., secretary
North Carolina Dgmment of Fnvirumnent and Natu ml Resources
September 16, 2005
Re: Henrietta Quarry, Rutherford County
DWQ #05-1409; USACE Action ID. No. 200532568
APPROVAL of 401 Water Quality Certification
Dear Mr. Whitmier.
Alan W. Khmer P.E. Diroctur
Division of Water Quality
~ Y nri
'Al
Attached hereto is a copy of Certification No. 3531 issued to Mr. Steve Whitmier of Long Branch
Partners, LLC, dated September 16, 2005. In addition, you should get any other federal, state or local
permits before you go ahbad with your project including (but not limited to) Solid Waste, Sediment and
Erosion Control, Stormwater, Dam Safety, Non -discharge and buffer requirements associated with Water
Supply Watershed regulations.
If we can be of further assistance, do not hesitate to contact us.
Sinccr ly, IV
/11/1 Alan W. Klimek, P.E.
AWK/cbk
Attachments: Certificate of Completion
cc: U.S. Army Corps of Engineers, AshevilleRegulatory Field Office
Wilmington District, USACOE
Kevin Barnett, DWQ, Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Christopher Huysman, Wetland and Natural Resource Consultants, Inc., P.O. Box 224, Newton, NC 28658
Filename: 051409HenriettaQuarry(Rutherford)401 IC
yre I�,�"
4ot pCaron�a
rs tees Review Pemft Und
1650 Mal Service Center, RaleiA Nogh Cambu ZM99-1650
=1 Crabtree Boulevard, Sub 250, Raiaigk NaM Carofim 27004
Phone: [phone] / FAX 919-733-M / Irdarrret htbJ/1t2o.enr.staLcncystrtwm@ands
An Equal OPporltu*/At irrn"ve Action Errrployer— 50% Regded110% Post Cores mr Paper

-Long Branch Partners, LLC
Page 2 of 4
September 16, 2005
NORTH CAROLINA 401 WA T R QUALITY CERTMCATION
TMS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 211, Section .0500 to Mr. Steve Whitmiea of Long Partners, LLC to fill or impact
5,496 linear feet of jurisdictional streams and to fill 0.396 acres of jurisdictional wetlands in the Broad
River Basin, associated with the construction of a hand rock quarry in Rutherford County, North Carolina,
pursuant to application materials received on the 22'dl day of July of 2005, and as described in the U.S.
Army Corps of Engineers Public Notice received August 12t4, 2005.
The application and supporting documentation provides adequate assurance that the proposed work will
not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the
State of North- Carolina certifies that this activity, will not violate the applicable portions of Sections 301,
302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application, the
supporting documentation, and conditions hereinafter set forth.
This approval is only valid for the purpose and design submitted in the application materials and as
described in the Public Notice. If the project is chaQed, prior to notification a new application for a new
Certification is required. If the property is sold, the new owner must be. given a copy of the Certification
and approval letter and is thereby responsible for conoying with all conditions of this Certification. Any
new owner must notify the Division and request the Certification be issued in their name. Should wetland
or stream fill be requested in the future, additional c6#'ipensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h) (6) and (7). If any plan "ions from the approved site plan result in a
change in stream or wetland impact or an increase in impervious surfaces, the DWQ shall be notified in
writing and a new application for 401 Certification tray be required. For this approval to be valid,
compliance with the conditions listed -below is
i
Conditions of Certification:
L Impacts Approved
a
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wftland Permit) are met. No other impacts are
approved including incidental impacts: :p
:t
Amount Approved nits
Plan Location or Reference
Stream
5,496 feet - ,
Public Notice
404/CAMA Wetlands
0.396 acres
Public Notice
Sod ment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices

Long Branch Partners, LLC
Page 3 of 4
September 16, 2005
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act,
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the .impacts depicted in the 404/401Permit Application. All.construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project;
Continuing Compliance:
5. Mr. Steve Whitmier and Long Branch, LLC, shall conduct construction activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements
of State law and federal law. If the Division determines that such standards or laws are not being
met (including the failure to sustain a designated or achieved use).or that State or federal law is
being violated, or that further conditions are necessary to assure compliance, the Division may
reevaluate and modify this Certification to include conditions appropriate to assure compliance
with such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before
modifying the Certification, the Division shall notify Mr. Steve Whitmier and/or Long Branch,
LLC and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC
2H.0503 and provide opportunity for public hearing in accordance with 15A NCAC M05.04_
Any new or revised conditions shall be provided to Mr. Steve Whitmier and/or Long Branch,
LLC in writing, shall be provided to the United States Army Corps of Engineers for reference in
any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become
conditions of the 404 Permit for the project;
Strcam Relocation/Stabilization Nitigation) (Final PlanNeeded
6. Before any of the impacts authorized in this Certification occur, you must provide and receive
written approval from this Office for a final stream relocation and/or stabilization plan. The plan
must include a minimum of 1:1 restoration for all perennial stream impacts. Relocated strcam
designs should include the same dimensions, patterns and profiles as the existing channels (or a
stable reference reach if the existing channel is unstable), to the maximum extent practical. The
new channel should be constructed in the dry and water shall not be turned into the new channel
until the banks are stabilized. Vegetation used for bank stabilization small be limited to native
woody species. A transitional phase incorporating coin fiber and seedling establishment is
allowable_ Also, rip -rap, A -Jacks, concrete, gabions or other hard structures may be allowed if it
is necessary to maintain the physical integrity of the stream, but you must provide written
justification and any calculations used to determine the extent of rip -rap coverage requested. If an
insufficient amount of suitable stream mitigation is not practical on -site, then stream impacts will

f:
Long Branch Partners, LLC
i
Page 4 of 4
September 16, 2005
also need to be mitigated elsewhere. Theplan(s) must include designs and specifications that meet
the definition of stream restoration {or cement if no relocation is proposed) according to the
latest version of the Internal Technical G 'de for Stream Work in North Carolina (available at
http://h2o.ei n .'state.nc.us/ncwetlands/strmgide.html). The stream and buffer relocation must be
constructed, maintained, and monitored according to the plans approved by this Office. Any
repairs or adjustments to the site must be made according to the approved plans or must receive
written approval from this Office to makejthe repairs or adjustments. The relocated stream must be
preserved in perpetuity by use of a conservation casement or other similar mechanism as part of
the approved plans. Additionally, all miti' ation for the entire site must begin prior to any impacts
to surface waters and all mitigation must lie completed within 5 years of issuance of 404/401
approval.
Written Stormwater Management Plan(Final Plan Needed
7. A final, written stormwater management �lan (including a signed and notarized Operation and
Maintenance Agreement) shall be submi I ed to the 401 Oversight and Express Permitting Unit
(2321 Crabtree Blvd., Suite 250, Ralei NC, 27604) within 60 days of the issuance of the 401
Water Quality Ccrtification You have option of using the Express Review Program for
expedited approval of these plans. If you,propose to use the Express Review Program. remember
to include the appropriate fee with the plat. The stormwater management plan must include
plans, specifications, and workshcets for ormwater management facilities that are appropriate
for the surface water classification and d igned to remove at least 85% TSS according to the
most recent version of the NC DENR Sto_ water Best Management Practices Manual. 'These
facilities nzust be designed to treat the ff from the entire project, unless otherwise explicitly
approved by the Division of Water Quali . Also, before any permanent building is occupied at
the subject site, the facilities (as approved by this Office) shall be constructed and operational,
and the stormwater management plan (as , pprrved by this Office) shall be implemented. The
structural stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division oilWater Quality.
Also, this approval to proceieed with your propi
depicted in your application shall expire upon
If this Certification is unacceptable to you, you ha'
request within sixty (60) days following receipt of
written petition conforming to Chapter l SOB of th
Office of Administrative Hearings, 6714 Mail Ser
modifications are made to an original Cer0catior
modifications upon written request within sixty (6,
such demands are made, this Certification shall be
AWK/cbk
impacts or to conduct impacts to waters as
ration of the 404 or CAMA Permit.
the right to an adjudicatory hearing upon written
his Certification. This request must be in the form of a
North Carolina General Statutes and filed with the
ce Center, Raleigh, N.C. 27699-6714. If
you have the right to an adjudicatory hearing on the
1 days following receipt of the Certification. Unless
inal and binding.
the 16" day of September, 2005
iSION OF WATER QUALITY
i W. Klimek, P.E.

WNR berm Watimld DaMontim Sketch
�1Y..
.rMs thvwh ra asRtr at= a qm rdl dv wv r abjea to future
Di,esioRs, 9oealdariert,ond pesftioR i, xn far iRr�iraifva pare .rt
hmmded 1n be rekd upon for croecT leaatiass, ^u fmdOW are sub -of _
E2vh emv and NC 1]ives M of Water Qudity vc dfleatkm& Thh `�, •
of tha dlknt w a aanvetda for and wa by tare project agbrerrin the field bcadioe of ddbmded / flogged arms mir. Mqa by a—
lMd Sravneyw for Army Corps owtft,atian.
O TAD
MMAM
T
xe
49
} � - ' ' ! l ' ! it ,'\ • `I ,•,! \. , / — � w� =
Ll
1 Il' `6j'}�('f T.••� et � rl
dr
Ir
VET ?� 1

z z
P P
N
U/
Y ch
o u
CL
�rar�u.pon�"I C"ANWiL I
►AODP M
ty-"---"-35 D'-------�-� '. CHANNEL 2
am w
Aooavure
WVXAM I TYPICAL PROFILE
+� STREAM MITIGATION
HENRIETTA, (ITC
SHEET 5 ah to
Aifl 3oos33sea
i

SPECIAL CONDITIONS
Work Limits
1. All wort: authorized by this permit must be performed in strict compliance with the attached plans,
which are a part of this permit. Any modification to these plans must be approved by the US Army
Corps of Engineers (USACE) prior to implementation.
2. Except as authorized by this permit or any USACE approved modification to this permit, no
excavation, fill or mechanized land -clearing activities shall take place at any time, in the construction
or maintenance of this project, within waters or wetlands. This permit does not authorize temporary
placement or double handling of excavated or fill material within waters or wetlands outside the
permitted area. This prohibition applies to all borrow and fill activities connected with this project.
3. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -
clearing activities shall take place at any time in the construction or maintenance of this project, in
such a manner as to impair normal flows and circulation patterns within waters or wetlands or to
reduce the reach of waters or wetlands.
Related Laws
4. All mechanized equipment will be regularly inspected and maintained to prevent contamination of
waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a
spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to
the N.C. Division of Water Quality at [phone], Ext. 526 or [phone] and provisions of
the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed.
Project Maintenance
5. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be
generated from an upland source and will be clean and free.of any pollutants except in trace quantities.
Metal products, organic materials (including debris from land clearing activities), or unsightly debris
will not be used.
6. The permittee shall require its contractors and/or agents to comply with the terms and conditions of
this permit in the construction and maintenance of this project, and shall provide each of its contractors
and/or agents associated with the construction or maintenance of this project with a copy of this
permit. A copy of this permit, including all conditions, shall be available at the project site during
construction and maintenance 'ofthis project.
7. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an
increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall
include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices
around all areas subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all
aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter
113A Article 4).

8. The pen-nittee. upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work xvill. without expense to the United States and in such time and manner as the
Secretary of the Arm%- or his authorized representative may direct, restore the water or wetland to its
pre -project condition.
Enforcement
9. Violations of these conditions or violations of Section 404 of the Clean Water Act must be reported
in ,vriting to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's
discovery of the violation.
Mitigation
10. The permittee will mitigate for unavoidable impacts to perennial stream channels associated with
Years 1-5 (Phase 1) of this project through onsite restoration of 1,957 linear feet of unnamed
tributaries to Hogpen Branch (UT 1 and UT 2 lower) in order to compensate for:1,486 LF of stream
impacts. This first phase of the mitigation shall be accomplished in strict accordance with the
submitted "Henrietta Quarry Stream Restoration Plan" (HQSRP) dated August 3, 2007 and must be
completed within one year of the date of issuance of this permit. Within 90 days of the completion of
the mitigation work, the permittee will provide "as built'' plans to the Corps of Engineers, Asheville
Regulatory Field Office. The permittee shall monitor channel stability within the restored channels in
strict accordance with the submitted HQSRP mentioned above. Monitoring will be done after at least
two bankfull events or 5 years, whichever is longer. Monitoring reports shall be supplied to the Corps
of Engineers, Asheville Regulatory Field Office and the North Carolina Division of Water Quality
annually for a period of 5 years from the date of issuance. After the stream restoration work has been
successfully completed and approved by the Corps, the area must be preserved through an approved
(by the Corps) "declaration of restrictions' document to be submitted within 90 days of completion of
the work.
11. The permittee will mitigate for unavoidable impacts to perennial stream channels associated with
Years 5-10 (Phase 2) of this project through onsite relocation of 1.302 linear feet of stream channel
UT4 into a newly constructed bioengineered channel, payment into the North Carolina EEP for 1,321
linear feet of stream impacts, and enhancement of 2,789 linear feet of Hogpen Branch. Where stream
work is required (relocation and enhancement), the work shall be accomplished in strict accordance
with the . HQSRP and must be completed by year 5 of the quarry operation prior to commencement
of Phase 2. The existing stream (UT4) to be relocated shall not be disturbed, including grubbing, by
construction activities until such time as flow has been diverted to the newly constructed channel.
Within 90 days of completion of the construction of the new channel, the permittee will provide "as
built' plans to the Corps of Engineers, Asheville Regulatory Field Office. Flow shall not be released
into the new channel until a representative of the Corps has inspected the project and confirmed that it
has been constructed and stabilized according to the plan included within the HQRRP. The permittee
shall monitor stability and morphology within the newly constructed channel through 2 bankfull events
or 5 years, whichever is longer. Monitoring reports shall be supplied annually for a period of 5 years
to the Corps of Engineers. Asheville Regulatory Field Office and the North Carolina Division of Water
Quality. After the stream relocation work has been successfully completed the area will be protected
through an approved (by the Corps) declaration of restrictions. This declaration of restrictions must be
submitted to the Corps within 90 days of completion of the work.
2

12, As part of the compensation for 1quarry21 linear feet of stream impact in Phase 2 of the qua
operation._ the permittee shall make payment to the NCEEP in the amount determined by the NCEEP,
sufficient to perform the restoration of 1.321 linear feet of warm water stream in the Broad River
basin. Cataloging Unit 03050105. Construction within jurisdictional areas on the property associated
with Phase 2 shall begin only after the permittee has made full payment to the NCEEP and provided a
copy of the payment documentation to the Corps, and the NCEEP has provided written confirmation to
the Corps that it agrees to accept responsibility for the mitigation work required., in compliance with
the MOU between the NCDENR and the Corps of Engineers. Wilmington District. dated November 4,
1998.
l 3. The remainder of the stream impacts for Phase 2 (1,294 linear feet), will be accomplished through
stream Enhancement work on 2,789 linear feet of the main stem of Hogpen Branch and done in strict
accordance with the HQSRP. After the stream enhancement work has been successfully completed and
approved by the Corps the area must be protected through an approved (by the Corps) declaration of
restrictions. This declaration of restrictions must be submitted to the Corps within 90 days of
completion of the work.
1.4. A declaration of restrictions must be accomplished and approved by the Corps within 90 days of
the date of the permit for the Hexastylis Naninflora Conservation Area and open water/wetland
complex on the northern portion of the property (old abandoned quarry). The permittee will preserve
1.6 acres of open waters and wetlands within a historic borrow area on the northern portion of the
property and an associated 50' upland buffer surrounding the borrow area and a Conservation Area
that contains the approximately 550.Hexastylis naniflora plants on the eastern boundary of the
property. These two areas are shown in the HQRSP on C-1 of the plans. Within 90 days of the
issuance of this permit, the applicant will survey the boundary of these areas and record declarations of
restriction over these areas. The form of these declarations must be approved by the Corps prior to
recordation. Once the declaration of restriction has been approved by the Corps the permittee shall
provide a copy of the recorded documents and the surveys to the Corps within 60 days of their
recordation. Any conveyance of the property to be preserved will specifically reference the declaration
of restriction described in this permit condition. No work within jurisdictional areas will occur until
declaration of restrictions are approved by the Corps for the Hexastylis naniflora conservation area and
the old quarry open water/wetland complex area_
15. Flow leaving the property will be monitored each quarter` for a period of 3 years following
commencement of the quarry operation. If volume of flow decreases during a normal rainfall year, the
applicant will enter into consultation with the Corps to discuss the problem and reach a -resolution.
16. The pit walls adjacent to Hogpen Branch will be inspected semi-annually during the entire lifetime
of the quarry operation. If a fracture, leak. or seep is discovered, it will immediately be
plugged/grouted to stop the leak. The purpose for this condition is to maintain the integrity of the
hydrology in the Hogpen Branch system.
Other
17. The permittee shall conduct a pre -construction meeting with a Corps of Engineers representative
and applicable contractors prior to any land disturbance activities.
3

18. With regards to the endangered plant species on the property, Hexastylis naniflora:. To offset
project impacts to the dwarf -flowered heartleaf, the applicant will relocate the ten dwarf -flowered
heartleaf plants affected by a project road into the "protected" area supporting the remainder of the
population. The transplanting will be coordinated with an employee with the U.S. Fish and Wildlife
Service (Asheville Field Office). This area that currently houses the dwarf -leafed heartleaf will be
preserved in perpetuity through implementation of a declaration -of restriction.

■
5 ,
'S
'Y
�
►rrkr�.�•�
66
�. /
�:M10
��ti•;,1
Yff:ac..
1
�' fY lrff>tralef
� ��� k' _�-1
•11��.
Ff ! f '�/• ,I '; lrf>!
�r C�
1' �..m(Ir `ems. fTTltfR fE+*i"S:1
i.
1, 1-
5•
fIi
_ - S
4
r ) I�r,
�y
�4'•`V
`xY
f
-i
6AYID 0• $W'TH —d .'g11FANT, PLLC
C 0 Sb d� EMM•+by :.nr
A f]f aul
O PR SPREd16A PLANA'L
iT J
r��w•r �4 r�+.r�:r�.....
' �-�.�-...� s1 IPIII•r•i■Y-_I7■rt��l■■�f�Y■NPfll i+lAlrs■.Irti l�frr
_ ``3'.■�� �rr�■I:�r7�i� � ��
LT•'11�1�i1 r1■ a 111YPI (I�q�
-
����1 ••Ar11 ..
BRANCHOING PARTNERS,
•■

IL Ai '�
...... . .....
Mao-
I�Mm
W�ow
Quo-,
A.Va"

Patterson, Robert
From: Cranford, Chuck
Sent: Wednesday, November 17, 2010 4:00 PM
To: Patterson, Robert
Subject: RE: NGG020783 - Henrietta Quarry
No. Please issue and I'll pay them a visit.
Chuck Cranford - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Patterson, Robert
Sent: Wednesday, November 17, 2010 9:16 AM
To: Cranford, Chuck
Subject: NCGO20783 - lienrietta Quarry
Chuck,
Please see NOI attaches'. ; am also sending you a hard copy of the full-size plans.
We have received an application for coverage of an existing facility under NCG 02 from Long Branch Partners, LLC. The
facility drains to Hog Pen Branch (class WS-IV) in Mooresboro (Rutherford County). They do have vehicle maintenance,
but no haz waste. They have a 404/401 permit for stream and wetland impacts. They also have a closed -loop recycle
system, so the only discharge proposed is stormwater. Does the ARO have any concerns about issuing this facility a
stormwater only COC for this general permit?
Thanks!
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 91h Floor (Location & Parcels)
[phone] Phone [phone] Fax I Robert. Patterson anedenr.gov Email
Website: httl2://T)ortal.ncdenr,oriz/web/wq/ws/su
,A Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

---�IIL-

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
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:
Long Branch Partners, LLC

Page 2
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 duties 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 determines that the permittee or permittee`s 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
August 27 2008: This permit has been modified to increase the affected acreage at this site
to 84.07 acres as indicated on the Temporary Start up Plan Map received by the Land Quality
Section on May 19, 2008. The modification includes allowing the installation of a temporary
crushing plant inside the current pit area and a temporary customer road from the existing
Ferry Road entrance to the temporary crushing plant location that includes a temporary scale
house and scales located along said road.

Page 3
May 26 2010: This permit has been modified to revise the temporary start up plan by
relocating the portable plant within the pit area, more clearly showing the boundary around the
ponds, more clearly showing the haul/customer road around the pit area, showing the sump in
better detail and adjusting the pit boundary to better accommodate the stockpiles as indicated
on the Temporary Startup Plan dated April 20, 2010. The permitted and affected acreage at
this site remains unchanged.
Expiration -Date
This permit shall be effective from the date of its issuance until November 1, 2017.
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:
Wastewater and Quarry Dewatering
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 storm water 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 Division of Water Quality to secure any necessary storm water permits or
other approval documents.
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality-
B. The permanent access roads shall be paved for at least 500 feet from the
junctions with SR 2125 (Harris Henrietta Road) and SR 2117 (Ferry Road) and
permanently stabilized. During processing operation, water trucks or other
means that may be necessary shall be utilized to prevent dust from leaving the
permitted area.

Page 4
3. Buffer Zones
A. 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.
B. Sufficient buffer 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.
C. All buffer zones shown on the Mine Maps, Sheets 1, 2, 4, 6, and 8 through 13
dated August 10, 2007, Sheets 3, 5 and 7 last revised September 7, 2007 and
Temporary Start up Plan Map dated April 20, 2010 shall be maintained to protect
adjoining property. These buffer zones, with the exception of the installation of
required sediment control measures and approved earthen berms, shall remain
undisturbed.
D. The Bio-Engineered Stream Channel shall be constructed in accordance with
any necessary permits issued by the Division of Water Quality.
E. The required 50 foot undisturbed buffer around the federally threatened dwarf -
flowered heartleaf (Hexastylis naniflora) location area must be permanently
marked at 50 foot intervals.
F. The Unaffected Environmental Conservation Easements and buffers along any
wetlands and waterways shall be permanently marked and identified at the site
on 100 foot intervals unless the line of sight allows for larger spacing intervals.
4. Erosion and Sediment Control
A. The operator shall notify the Asheville Regional Office, Land Quality Section, at
least 48 hours prior to beginning any of the initial land disturbing activities
indicated in the approved application for a mining permit and any modifications
to this permit thereafter.
B. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment 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.

Page 5
C. All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Mine
Maps (Phase I only), Sheets 1, 2, 4, 6, and 8 through 13 dated August 10, 2007
and Sheets 3, 5 and 7 last revised September 7, 2007 and supplemental
information received by the Land Quality Section on July 7, 2005, November 18,
2005, March 6, 2006, March 27, 2006, May 8, 2006, November 20, 2006, May
20, 2007, August 10, 2007, September 4, 2007, September 10, 2007,
September 14, 2007, and the Temporary Start up plan received by this office on
May 19, 2008.
D. Protection of any threatened and/or endangered species located on site shall be
provided in accordance with the plans approved by the US Fish and Wildlife
Service. No disturbance shall occur within 50 feet of the location of the species
until any necessary approvals have been obtained.
E. Mining Activities shall at all times be in compliance with 401 Certification DWQ #
05-1409 issued by The Division of Water Quality and The US Army Corps of
Engineers 404 Permit No 200532586 signed on September 6, 2007 by District
Commander Colonel John E. Pulliam, Jr.
E. Mining excavation shall be limited to Pit No.1 only. Any expansion of the pit
excavation shall require a modification request be submitted to and approved by
the Division of Land Resources prior to initiating any mining activities in any other
pit areas.
F. Mining activities associated with the installation of a temporary crushing plant
inside the current pit area, temporary customer road from the existing Ferry
Road entrance to -the temporary crushing plant location and temporary scale
house and scales located along said road, including the installation and
maintenance of all associated erosion and sediment control measures, shall be
conducted as indicated on the Temporary Start up Plan Map dated April 20,
2010 and supplemental information both received by the Land Quality Section on
April 22, 2010.
G. An erosion and sediment control plan(s) shall be submitted to the Department for
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it. Such areas include, but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.

Page 6
5. Groundwater Protection
A. The observation wells denoted in the Assessment of Hydrologic Impacts on
Neighboring Water Supplies dated October 31, 2005, shall be installed and
monitored at least three (3) to six (6) months prior to initiating any excavations of
consolidated material (rock) in the initial pit area to allow for the determination of
pre-existing (static) groundwater levels.
B. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level, or at least 200 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be
obtained from the N.C. Division of Water Quality.
C. The observation wells shall be monitored quarterly at the same day and
approximate time of day. The static water levels shall be measured with an
accuracy of plus or minus 0.1 foot and shall be referenced to a datum point and
a record of the water levels maintained. The quarterly precipitation and the
volume of pit water discharge shall also be recorded. Copies of these records
shall be provided to the Department on or about the end of each quarter. Static
water level monitoring frequency may be increased or decreased as deemed
appropriate by the Department.
6. Graded Slopes and Fills
A. 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 groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of the quarry opening shall be graded
to a minimum 2 horizontal to 1 vertical or flatter and shall be stabilized within 60
days of completion. Furthermore, a minimum ten (10) foot wide horizontal safety
bench shall be provided at the top of the rock and at the toe of any overburden
slope.
7. Surface Drainage
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.

Page 7
8. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be kept for each blast (except as
provided under Operating Condition Nos. 8B and 8D of this permit). The following
blasting conditions shall be observed by the mine operator to prevent hazard to persons
and adjacent property from surface blasting:
0
Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion shall not exceed Figure I (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.
U
�u
a
za
ro 1.'J
a 0-9
Ci 7
0.6
R_5
0,4
Q
E 0.3
a
E 0.2
X
['S
0.1
I
j
dni�p
O.?5 iWsec
i
;
t
i
1
1
t t0 20 20 tin-
9rast Vibration Frequency, Hz
1 o_0
�. o
1.5
1.0
0.9
4_i
0.6
U.S
0.4
f3.
o_z
111'igueo 1 Al emative blasting if?vei .^ terij
eSoL�rce muJdr'rie- from figure 8-t. lure ,,u or jW ir.es R T r350� ;
B. Ground Vibration Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:

Page 8
C
711
W = (D/DS)2 D$ = D
W1/2
V = 160(DS)-1s
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
DS = Scaled distance factor.
V = Peak Particle Velocity (inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz _ _ _ - in dBL
0.1 Hz or lower -flat response 134 peak
2.0 Hz or lower -flat response 133 peak
6.0 Hz or lower -flat response 129 peak
Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
To convert U (psi) to P (dBL):
U = 82 (D/W°.33)-1.2
P = 20 x log (U/2.9x10-9)
Confined air blast/Overpressure (dBL)
for quarry situation:

Page 9
A=P-35
U = Unconfined air overpressure (pounds per square inch). .
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping:
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals; depth and size of holes;
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure, and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting_:
If ground vibration or air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. Flvrock Prevention:
The operator shall take all reasonable precautions to ensure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.
H. Flvrock Reporting:
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:

Page 10
A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
Studies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of large boulders placed end -to -end or fencing shall be
maintained at all times along the perimeter of any highwall to prevent inadvertent public
access. In addition, a minimum 10 foot wide horizontal safety bench shall be provided
at the junction between the top of rock and the toe of any overburden cut slope.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.

Page 11
11, Plan Modification
A. 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.
B. Mining excavation shall be limited to Pit No.1 only. Any expansion of the pit
excavation shall require a modification request submitted to and approved by the
Division of Land Resources prior to initiating any mining activities in any other pit
areas.
12. 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
both 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 a 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
5. steel reinforced air hoses
6. drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Land Resources rip or 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;

Page 12
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
5. verification that a permanent vegetative groundcover will be established
13. Annual Reclamation Report
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.
14. Bondin
The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a
$245,100.00 Irrevocable Standby Letter of Credit, 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. Archaeolo ical Resources
Authorized representatives of the Division of Archives and History shall be granted
access to the site to determine the presence of significant archaeological resources.

Page '13
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance 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
The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall 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,
or 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:
9. Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

Page 14
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be backfilled, graded, and
stabilized or cleaned out and made into acceptable lake areas.
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 Conditions Nos. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the Revegetation Plan
prepared by Mr. Eric W. Caldwell, Rutherford County Extension Director of the NCSU
Cooperative Extension Service.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
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.

Page 15
This permit, issued November 1, 2007and modified August 27, 2008, is hereby
modified this 26th day of May, 2010 pursuant to GS 74-52.
By:
James D. Simons, Director .
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

�)C.0-02o?E�3
ication For A New
For The
Mining
Rutherford County, North Carolina
Index
of Drawings.
COVER SHEET
WD-1
Wetland x`,elipeation and Buffer Sketch
C-1
Proposed Overall Site Plan @ 1 "=250'
C-2
Proposed Mine Layout @ 1 "=100'
C-3
Proposed Mine Layout @ 1 "=100'
C-4
Phase I Erosion Control Plan @ 1 "=100'
C-5
Phase I Erosion Control Plan @ 1 "=100'
C-6
Details
C-7
Profiles
C-S
Road Centerline Profile
C-9
Enlarged Stormwater Management
C-10
Enlarged Stormwater Management
C-1
1
Bio-Retention Ponds
R-1 Quarry Reclamation Site Plan
July 28, 2008
Owner/Developer:
Long Branch Partners, LLC
315 Red Oak Flats Rd.,
Dahlonega, GA 30533
Tel.: [phone]
Engineer:
David D. Smith and Company, PLLC
46 Haywood St., Suite 201 A
Asheville, NC 28801
Tel.: [phone]
Fax: [phone]
Wetlands Consultant:
Wetland and Natural Resource Consultants, Inc.
P.O. Box 224
Newton, NC 28658
Office Tel.: [phone]
Fax: [phone]
Perm
Surveyor (Aerial):
LandA r Mapping, Inc.
Suite K
Peachtree CIt'y, GA 30269
Tel.: [phone]
it
Wetlands MitigOLtion Consultant:
Appalachian Environmental Services
367 Scott Creek Road
Sylva, NC 28779
Tel.: [phone] Ext. 302
Fax: [phone]
Air Quality Consultant:
Brooks & Medlock Engineering, PLLC
17 Arlington Street
Asheville, NC 28801
Tel.: [phone]
Fax: [phone]
0
L.
Cz
U
Q
D.
a
z
Q
W
U
z
W
i
`
O
4�
ce
a.
aQ
CO
00
O N
.�U
z
�4—J
V l
w
rd
V I i
❑ ,= Q
M
0
TO MILL
Y 74�
1 Hogpen Branch
t Iwy Henri a
221 Harris
Henrietto Road
a �
9�cyF Ferry Road
PROPOSED
QUARRY
VICINITY MAP
NOT TO SCALE

...��. �__��.��i��Lyi_1.,...�'.ti..r...:J��.�._Si:�...�:11.�_... ..�..� �_� -.. ., ..� .i .. . .. .. � .,i�.r.. ..: �_�ii �,1 i. _i,'•L.._�.�e- ..i 4ii'�.'-) �.5 �,; ''•�.'.l:�l!-t•'L1�S y'1. . S., ,}� �'� w - {' T ice•_.
17 Acres, including
t & Redi—Mix.
17 Acres.
0.20 Acres
?s
?s
ad 16.70 Acres
28.20 Acres
Acres
Acres
9.57 Acres
3.20 Acres
only) 3.75 Acres
84.07 Acres
144. 10 Acres
228.17 Acres
reoge have been added as
rmit modification for the
and scale house.
�x
w�
7�
�
z
C�'
R
�
d
F
W
P�
Date:
Revisions:
�f �l •lo•
Z
--�
O
J
J
(0
n
V)O�
0-
LLJ
Cif
ZcnC°n
Q
m
LL.
Y
�
=QOM
U
V)
v
Z
o
a
o
o
a
Q
W
rY
a
a
m
L[')
LLJ
cy—
Urr,o
O
U-)
7-=
1Z
II
E
0
-a
w
�,
a
h GRAPHIC SCALE
Os t o m p o ro ry U f`f e r 150 0 75 150 300 600
T�
( IN FEET )
1 inch = 150 ft.
':i .� r!. ♦ it r.1 '•Li- -�'1 ki, 1x i+S'. f.6r!! ,. ] ku i.� L}'k
s 1 /�'A f Yi �! �1• -r T! i�•. r r ! 4�. I- .I Ir�IIiLr �f•r4-�lr ll'-i]+, fj'; k4'tP{ 4 I j.lIN1" .
1 I > > 1 1 t t ti. I' ly 1 1 I• 15 .'•r' R �,' •'; � .

HARRIS HENRIETTA
ROAD ♦•,;'�
_ :ice �'� j 'r !\ i! `•,' �:�- ��
�,
ti
4]l
5t
4 1
40 Y •_
/ •s i
' I
;•
EXITING QUARRY ; ■ t J
1
.• POND � , � '�* �"; f + •' �� r��� 100 FT. UNDISTURBED
i .,TD BE USEb AS Ai BUFFER, TYPICAL.
WET�,q ND Pl E,�&VATIONj �y `', ,`,` /1�' f o ,
AREA TFOR MITLGA-r) At OF! ♦' r l , : + (50 FT EACH SIDE}
WETLANDS IN P1 T� 1 ARt�4.�
,
• 't `
s ♦iL
4 i ,
t } 1
r \ I
F,
F-�
'e
LEASED PROPERTYA
NCR
,r
:
MRaw
k�
a i
�. STREAPM �
T N�1 TES h i�t
MITIGA ED 0
EACH "SIDE�`flF
CREED' MEASURE
t. F'RC M BAN �I .F -,-, ; _-:, , .
r y
i
� t Z
-
j
'y
TY
1
I
1.
WE . AREA TO Be
MITIGATED ON SITE AT
1. AArn `fhn�C`r17( 1nii/`Ihi i • ' r t i,j�/�,..,Firm//l/T%�T1%%//%�>��j/%/// ,��>�//ii!r//.
THIS UNNAMED TRIBUTARY WILL BE
USED FOR ONSITE STREAM
MITIGATION AFTER CONSTRUCTION
OF PONDS SHOWN ON C--3.
LEGEND:
HEXASTYVS X �'
PERMIT BOUNDARY w..w .aw �r ■� O
CREEK BUFFER��i/`i`i Q
TO REMAIN
CREEK
WETLAND AREA + + + + +
EXISTING DIRT
ROADS
EXISTING FENCE X X
�I
200 FT WIDE UNDISTURBED
BUFFER ALONG
HOGPEN BRANCH.
100 FT. EACH SIDE
MEASURED FROM THE
BANK.
ACCESS INTO PROCESSING AREA.
IMPACT TO BE MITIGATED ONSITE.
PROTECTED CIE HABITAT
TO BE PRESERVED. UNAFFECTED
■ q I:
�� P1 i. =1'I{t illiif f �ii '`
q ENVIRONMENTAL CONSERVATION AREA
� are 1 �
1' t' ti r,6 1 t
o
e
e d
•7 ` t L:'f' � 'l `J.J, ._ I! Lam. '� i '� � i 4 k � _ / �.
}
,
-
r..
sy
s1
J A 1,IS
iis iI
Pll (1J Pl,, t'
. 1
r, I t
- -� +�sz�°+,
`lot
i.... .. }
t �
i
z� 1
- r ■
y
v � �
Ilk
as
am
FERRY ROAD
ROAD CROSSING IMPACT
TO BE MITIGATED ONSITE.
Macon Construction, Rutherford Site
WNR Preliminary Wetland Delineation and Buffer Sketch
May 06, 2005
(This drawing illustrates a general sketch, which is subject to future change and revisions.
Dimensions, Boundaries, and position locations are for illustrative purposes only and are not
intended to be relied upon for exact locations. All findings are subject to US Army Corps of
Engineers and NIC Division of Water Quality verifications. This sketch is provided at the request
of the client as a convenience for and use by the project engineer and professional land surveyor
in the field location of delineated / flagged areas only. Maps must be prepared by a Professional
Land Surveyor for Army Corps certification. Drawing not to Scale)
Y
Date: Revisions:
5/4/06 ADDED PAGE
4-16-07 Land Quality
8-10-07 Land Quality
00
00
• t�J •
V NZ
J p ai •
z 'm
O Q Z =
U Ywnw�
0- F-.1,
i •� < W
O W Y
V � z (!)
C C,4 V to
00
OwcLL-
pW
T �
v
W � O
Qm �
if1 } m .J a
Vto
© -v cn W Z a E n
. v
.; 7 0 !]
0 3
v
2
>WDM I
cD
i -
d� � �h} 1,,r Y �5 J I�' �- �' �` + ,+ I } r h1� �1P• lv r j
.�-� t, c+.�-�•r i �, a i'.'. 1,�.-1�,, ',!h' ?'s.lL:` r#
1OF 1

:•Sir 12--f
41111
NO. PROP. OWNER
i�.1r� rn PIN # ADDRESS
T
"s.
(S,iJ OAWO PERRY
PIN) 1628802
E
l HARRIS
4NRIEEA ROAD
i (7) RALPH BLIZZARD
1 (40) JESSE ROYO P!N!1 9D8817 •
(;REENE;JR. (14) JAME51 J I
\PIN# 905683 �CHAPION, IT.
913721 PIN# 1626988 1 / r�
' r617348 I (42) DONALir
GREENE
PINf913663�
I I 1617349 (cG! LAN SN HE fiITN
=1 / INI 908 $8
/ f I
PINf
(74) IyAYN£ MURRAY i {
PIN` 1615427 (60J 1�U8Y N M N �US
J�
A1ril 4
\ PORTION OF 1 HU.SKEY A 3-
1 PR(RPERT Y, UNAF
11
' �TREAM BUFFERS
f,
- - - - - - _ UNAFFE&TED: "► i I ` ,
HOG PEN BRANCH
4 4 Mj
t
FUTURE PIT
{ NUMBER 2
16,00 ACRES LEASED, UNAFFECTED W.
BUT NOT PERMITTED
(59) CHARLES M. HU5K£Y
PIN) 916341
1 4- 1
PROPOSED i (FUTURE) 810-
ENGI EERED STREAM 1 N , T
1 I WITH AN ENVIRONMENTAL � ' - i ` i
1 CONSERVATION EASEMENT
(3.20 ACRES)Z
POND #1 4
`fa!
FRESHWATER
i tE
�'� `. ..b��
FUTURE �
OP
\ �..
� fir
(15) RODDY CHANE-Y J �;s � - . i.. �"�.< -a. w /•
PIN) f 627373
\ FRESHWATER
\ POND 6 MAKEUP 7 _
\. r ( _
� RESERVES)
16 TAMMr y - \ - _ - REST
- _ PIN) 973484
(41) AL LEN G
PlN 9153 9
/ 1' I f•. r 6,
pt
" {35) JANET HOIV
PINS y +w
161 d781r +-.� ' . y . : / \
T623612
(57) MINNIE LEE 1�r3N
PINE 1633202i i
(29) TONY p0M1 \ \. • ` \> ` x + ' 1 -
WL
�lN 1633205
(56) KENNER .k�'NEYCUTT . * . t 't ,`� `• `
PINS' 1633204
MURIAL PEARSON d
GOSEY
PIN# 1605405
� (103) SANDRA JOY�E �� 1
\\ RAY WATER if
PIN# 907662 I
907661
% \ (64) CAROLYN JOLLEY \ -
PINf 916074 7
FERRY ROAD
\ \ \ FA0l
P1Nf 9r
/ / \ N \ I OVERBURDEN
SLOP (PIT NO. 1)
\ 20, 00 ACRES.
3 101
80
51 9,3
[46
SURROUNDING PROPERTY OWNERS
NOT TO SCALE
J
LEGEND:
UNAFFECTED AREA
Pj40POSEP SCALE
- OUSE=�, 0.71 ACRES
PROPOSED WATER
S�06KP14ES=
3.50 ACRES
EXISTING TREE LINE
r f
`
EXISTING SINGLE TREE
P,ROCESSING PLANT=
SHRUB
' }�
3.40 A R �
(NOT INCL. RECYC E
PONDS OR STOCK
HP65
� QBD 62;
OBD
DRILL HOLE WITH
62
OVERBURDEN DEPTH AND
PROPOSED SETTLING/RECYCLi
DEPTH TO HARDROCK.
-PONDS- 0.20 ACRES /
25' BOUNDARY BUFFER
PROPOSED UNAFFECTED I
ENVIRONMENTAL CONSERVA77PN
CREEK BUFFER
EASEMENT
I
I
CREEK
.
FRESHWATER
POND 13 /
PROPOSED FRESH
- - - -
\/
I
iPROPOSED
WATER POND
JAW HOPPER AREA
AND HAUL R0A0= 1.93 ACRE
EA7577NG UNPAVED
_..
ROADS
(82) JAMES PA,7E
PINS• 9081s9 /
EXISTING FENCE
X - X-
PROPOSED SHOP AND FUEL /
PROPOSED BARBED WRE FENCE X X X
CONTAINMENT AREA= 0.70 ACRES
51L T FENCE
SF SF
FRESHWATER
POND /2 I
PROPOSED TREES
I1;
EXISTING HOUSE TO 8E U50
\_
AS AN ADMINiSTRA77VE 0 E_
0.20 ACRES I
I
PROPERTY LEASEDINOT PERMITTED
4��n mnn r „� rr,r„,ur, PROPOSED UNAFFECTED
i P,INf `�1`4034 ENVIRONMENTAL CONSERVATION
EASEMENT I Note:
- j Boundary information compiled from deed descriptions. No
3' F�ERMS AS current field survey has been performed in the preparation of
PLANTED
PART-OF-PHASEM1 this drawing. This data is provided for informational purposes
13.10 ACRES, i only and is not to be used for any other purpose.
I_
losos
t ;� \
-, � \ (73) CALVARY 8A8TlST
ski CHURCH
- I �'J �PINIf 1611192 ,
9 - FRESHWATER r POND #5 (MAI% EUP
(46) ROGER HAM G
PIN,' 914454 RESERVES}
1 r 1f OVERALL SITE PLAN_ _
rEf� ACCESS ROAD j _ . _ -_
T ROAD j f� SCALE 1 "= 250memo
250' 0 125' 250' 500'
Owner:
Long Branch Partners, LLC.
315 Red Oak Flots Rd.
Dahlonega, GA 30533
[phone]
Topographic information obtained from Flyover by
LANDAIR MAPPING, INC., dated 911012004.
Contour Interval 2.
NCI_ PROP_ OWNER
�y 1d 11' PIN # ADDRESS
1
Agnell, Rita Smith
611712M5
�l5070
135 Birahwcod Estate Dr
Allen Patricia
508/2005
910 111
Inman, SC 29349
2
1626 Chase High Rd
Forrest City, NC 28043
3
Allison. Kenneth and Nelltorfa
16062401463
Harris Henrietta Rd
Bailey, Dal91d311
Forrest City, NC 28043
134 Doc Wiseman Rd
4
Mooresboro, NO 28114
5
Beheler; Bobby Joe
914671
963 Ferry Rd
Forest City NC 28043
6
Black, Lori Ann
1511
712005
1615069
2164 Harris Henrietta Rd
Blizzard, Ralph
I
i
90BB17
Mooresboro, NO 28114
7
2003 Herds Henrietta Rd
Mooresboro, NO 28114
B.Bonner:
Derek Blaln
1627374.
1039 Ferry Rd
- 16' 6134
979210
Mooresboro, NO 28114
PO BOX 962
--
9
- -
Bunton, Jesus and Angela
Henrietta, NO 28076
10
Burgess, Mary
16288DO
PO BOX 1g15
Rutherfordtor, NC 28139
11
Burns, Alton
611812D05
1605403
1130 Ferry Rd
--.-_
Mooresboro, NC 213114
12
--
Cathoun IV, David Williams -
--- �
9J9552
2180 Harris Henrietta Rd
Calvary Baptist Church
16. it 92
Mooresboro, NC 28114
13
1509 Ferry Rd
Mooresboro, NO 28114
14
Champion Jr., James
611712005
1526988
130 Goodes Creek Ch Rd
Mooresboro, NO 28114
15
6l1712005
16? .7373
1748 Oak Grove Church Dr
Chaney, Roddy
Chapman, Tammy
Ellenboro, NC 28040
1150 Ferry Rd
16
9 3484
Mooresboro, NC 281 t4
17
Chase Baptist Church
1614225
PO BOX 850
Rev. Scott Butler
906898
Forrest City, NC 28043
18
Chavez, Brenda
949 Ferry Rd
Forest City, NO 28043
nbury, Myra
6/1712005
1526987
164 Goodes Ch Crk Rd
!tli
Mooresboro, NC 28114
20
Cole, Frances
6/17/7005
9'5928.
876 Scruggs Rd
1634924
Forrest City, NC 29043
21
1168 FerryRd
Cole, Jason orEuganla
913465
Mooresboro, NC 26114
22
- - -
- °' 1226-
--- -
Calllns Jr., Hoyt
2154 Harrts Henrietta Rd
9' 1890,
Mooresboro. NC 28114
Conley. garrell -
9t1891
� °' 2230,
23
BOX 247
16' D531,
Henrietta, NC 28076
24
Cl
uljak, Edward
1539232
239 Timber Creek Dr
Mcoresboro. NC 28114
�25Culjak,
Laura
1E30230,
239 Timber Creek Dr
t633231
Mcaresboro, NC 28114
PO BOX 1357
26
Currie. Robert Raymond
1524504
Hendersonvlle, NC 28793
27
Dellinger, Kenneth
907190;
6196 Smawley Ave
907189
IS06508
Morgantown, NC 28655
28
Deytor. Scott Keith
1078 Ferry Rd
Mooresboro. NC 28114
29
Dominguez, Tony or Hal
1633205,
126 Rosier Ct
16.33331
Mooresboro. NC 28114
30
Edwards• Barbara
909039
3219 Harr Rd
Concord. NC 28027
31
Epps. Bernie Grayson
6/17/2005 997498
3733 Season Rd
Mooresboro. NC 28114
PO BOX 1357
32
Franklin, Brenda Joy
1524504
Hendersonville. NC 28793
PO BOX 2596
33
Freeman.James
907745
.
Marion. NC28762
PO BOX 444
34
Gaffney. Perry and Beulah
- 1605841
Henrielia. NC 28C76
Oak Grove Church
35
Gosey,Ann
9056871748
Gosey, Murlal Pearson
1605405
Rd
104 Goodes Creek Ch Rd
36
Mooresboro. NC 28114
37
Gowan, Edward Richard
611EOUOE 1628142
2123 Harris Henrietta Rd
.
y 914381,
Mooresboro, NC 26114
38
Grace, Robert
140 Temple Or
914382
1629519
Ellenboro, NC 26040
1400 WeSigate Center Or
39
Green Tree Servicing LLC
Suite 101
Winston Salem, NC 27103
4D
Greene Jr., Jesse Boyd
-
.905683,
PO BOX 367
913721,
Henrietta, NC 28076
161734B
41
Greene, Allen
V1712905
916399
1164 Ferry Rd
Mooresboro, NC 28114
42
Greene, Donaid
913563.
PO BOX 116
1617349
Henrietta, NC 28076
43
Greenlee, Peggy
1607376
PO BOX 237
Hal Ila, NC 28076
44
Grindslefr, Dennis
914076
136 Archer Lane
Mooresboro, NC 20114
45
Hamrick, Mary Jo -
914034
130 Archer Lane
Mooresboro, NC 20114
46
Hamrick, Roger _..
�914464
PO BOX 215
Cliffsfde, NC 28024
47
Hawkins. Charles
-
- 914624
178 Clearwater Lake Rd
- -
Mooresboro, NC 20114
48
Hanson Sr.. Furman or
6/1712005
914956
234 Goodes Ch Crk Rd
Josephine
Mooresboro, NC 2B114
49
Henson, Alton
914081
203 Goodes Ch Crk Rd
Mooresboro, NC 28114
50
Henson, Broughlan or Mary
6/17/2005
914917
221 Gocdes Ch Crk Rd
-
Mooresboro, NC 28114
61
Hansdn. Olema Cash
-
914989
277 Goodes Ch Crk Rd
Mooresboro, NC 28314
52
Hicks Jr., William and Susan
915036
5335 Rocky River Rd
Charlotte, NC 28216
53
Hicks, Jeremy
_
1629858
1 38 Goodes Creek Ch Rd
-
Mooresboro, NC 26114
54
Hodge, Jimmy Don
6/1712005
1627025
137 Walker Dr
_ -
Forest City, NC 28043
55
Honeycult, San•i
6/17/2005
1613782.
1208 Ferry Rd'
1623812
Mooresboro, NC 28114
56
Honeycult, Kenneth
1633204
1230 Ferry Rd
Mooresboro, NC 20114
57
Honeycutt, Minnie Lee
6/1712005
1633202
1202 Ferry Rd
Mooresboro, NC 28114
56
Hopper, Ronald
16041 le
1557 Garden Circle
6/18/2006
916341
Surtington, INC 77217
2801 Bethlehem Rd
59
Huskey, Charles � �
Raleigh, NC 27610
60
Huskey, Ruby Norm on
ii/1812005
916336,
2801 Bethlehem Rd
915850
Raleigh, NC 27610
61
Ingle, Michell and Bryan
915466,
PO BOX683
915466
Henrietta, NC 28076
62
Ingle, Randy Dean
6717/2005
1613985
828 Ferry Rd
Farrah City, NC 28043
63
Johnson, Raymond
909761
209 Clearwater Lake Rd
Mooresboro, NC 28114
64
Jolley, Carolyn
916074
823 Old Boiling Springs Rd
Shelby, NC 28162
65
Kanipe, Dountella.
6AW2005
- 914310124Doc
Wiseman Rd
Mooresboro, NC 28114
66
Keeter, Mary
6/17/2006
1613984
130 Keeter Rd
Mooresboro, Rd
67
Lovelace, Bryan Curtis
6117/2006
915480
116 Doc Wiseman Rd
Mooresboro, NC 29114
68
Marshall, Sadie Crawley
905826
PO BOX 99
Henrietta, NC 28076
69
McDaniel, Willie Faye -
611712005 ­
1618415
2109 Harris Henrietta Rd
Moci esbarD, NC 28114
70
McGeha, Joseph
906646,
1846 Oak Grove Church
1627009
Rd
71
McGinnis, Blanche Martin
611712.005
908428
1998 Harris Henrietta Rd
Mooresboro, NG 28114
72
McKinney, Jeremy8hane
1601646
1072 Ferry Rd
Mooresboro, NC 28114
73
Mt#iwood, Steve
611712g05
1627071
148 Goodes Creek Ch Rd
Mooresboro, NC 28114
74
Murray, Wayne
1615427
859 Old US 221 A Hwy
Mooresboro, NC 28114
76
None Given
48585
None Given
76
None Given
50253
None Given
77
-
Owens, Barbera Lane
-
906990
-
PO BOX433
HentreRa, NC 28076
78
Owens Joyce
162880D
PO BOX 1015
Rutherfordton, NO 28139
79
611712005 T
Owens, Rose Mane Susie— -
1615416
2097 Harris Henriekia Rd
Mooresboro, NC 28114
00
Padget, Elizabeth Caldwell
1622806
163 Fleming Ave
Marion, NC 28752
81
Padgelt, Catherine Tate
9077030
1406 Ferry Rd
Moaresboro, NC 28114
82
Page, James
6/17/2005
908199
756 Chase High Rd
Fo l Cty, NC 28043
83
Perry, David
1628802
2051 Harris Henrietta Rd
Phillips, Judy
Mooresboro, NC 28114
84
16041181557
Garden arde
Burlington, NC 27217
Phillips, Tirridhy
-
1627024
260 Cieanvater Lake Llr _
85
Maresboro, NC 28114
PO BOX 690 ---
8G
Ri1Ae. Alta Qace -
'6i1712005
1606506
_
Forrest City, NC 28043
87
Robbins, Herbett Ferrell
1603163.
1813 Harris Henrietta Rd
90615Z
Mooresboro, NO 28114
914361,
1613331
88
Robbins. Marty Racy
6/1712005
1613332
1813 Harris Hendette Rd
Mooresboro, NC 28114
89
Rol Ronald
6/172005
9147901
1790 Harris Henrietta
1627004
Mooresboro, NC 28114
90
Robbins, Terry Daie
6/17/2005
915367,
1198 Ferry Rd
__
- -__
907514
Mocaesba-o, NC 28114
91
Russell. JChn DCuglas
6/17/2005
.91141M
117 Jones St .�
Sciu I�v4tt
99s
Forrest Oty, NC 28043
92
_-
90803
--_
376Prlinglcn Street
Scruggs Henry Dewitl
Forest City, NC 28M
93
1622807
376 Arlington Street
Forest City, NC 28M
94
Scruggs,Jackie CpneJl
9M2,
1969 Ferry Rd
-
914820
mwesboro, NC 28114
95
SCmggs. Jackie or Rebecca
-
91482/
1969 Ferry Rd - -
z
�
�
o
0
�
x
W
�
ell
h = 7�40
►�q�/ A ++
Mocresbcro, NC 28114
a
Ga
00
04
V
Date: Revisions:
96
Stamper, Joe
909041
337 Bums Rd
Blerl !`IC 28040
7/05/05 • NCDENR
11 / 15/05 • LAND QUAL. REV,
97
Suftle, Rodney
911466
117 Jones St
Forrest Qty, NC 28043
3/ 17/06 800 CLR.
98
Sttttie, Rodney«-liida
1624933
149 RSW Trai 1
Woresbora, NC 28114
5-8--06 MINE PERMIT
99
1ha71as, Richard
6/17/2005
908914
PO BOX 1386
Forest City, NC 2809
9-14-Ofi REMOVED CULVERT
NO. 3
100
Taney, Max &'. birlsy
6/18r2005
907508
1573 Harris Henrietta Rd
Forrest City, NC 28043
101
To✓ar, Rated
162701 q
PO BOX 432
Henrietta NC 28076
102
Turner, April Candace Tate
1615070
135 BrdmioW Estate GY
Water, Sandra J q+oe Ray
Inman SC 29349
103
907662,
1414 Piney Knob Rd
907661
R utherfordtcn, NC 28139
10411tkase,
Ta1y Mchael -
91W18,
'1728 Halris +nrietta Rd
914965
Mooresboro, NC 28114
105
Wi[snant, Wdlam Donald
6117/2005
916245
152 Doc Vielserren Rd
_
Moo-esboro, NC 28114
105
)Ahite, Cil or Helen
1 G331 5
PO BOX353
6/17/2005
163315
Henrietta, NC 28076
222 0 lvrater Lake Rd
107
Yelton, SJde George
Mooresboro, NC 28114
TOTAL PROPERTY AREA: _.256.17 ACRES. including
9.6 Ac. Leased for Asphalt &
Redl Mix:
PERMITTED ACRES 228.17 Acres
._=
A=T&2 ACREAGE TOTAL
Settling/Recycle Ponds
0.20 Acres
Stockpiles
3.50 Acres
Wastepiles
2.00 Acres
Processing Areal Haul Road
(Includes Processing Plant,
Asphalt, Redi-mix & Shop).
16.70 Acres
Mine Excavation (Pit. #1 only)
28.20 Acres
Other:
Freshwater Ponds
3.85 Acres
Bermed Areas
13.10 Acres
Customer Access Road
9.00 Acres
Bio-Engineered Stream
3.26 Acres
-Overburden Slope 6a"I.)
SUBTOTAL OTHERS:
J. 75 Acres
32.90 Acres
TOTAL AFFECTED ACRES:
83:50 Acres
TOTAL UNAFFECTED ACREAGE
144.67 Acres
TOTAL PERMITTED ACRES:
228.17 Acres
U } Z
J
4-16-07 Lond
Quality
8-10-07 Land
Quality
2-8-08 • Updated
Scol
a_ =
_�
(s
Z 0 a
-�
Q 00
J
Q. C37 4
O �L
Lj
ZJ ��
CL
Y
o
aW
0
Opp
Ld L.LJ
a'
0
a
CV
^�
V)
O
�
OC
20
O "D N
l2
C14
E 0,
R
u 00
rn
a`
ova
3
2 OF 13
Y-s- rT�' T' T T."TT T- ,1- -TIC FT I%. T 71
t I 1r' SF /11
, i +'t,'= :F" � • t'r � � 1 r to
!, ; i' • }: I St s t r I ; I _ :'I ! , r P , , I i .I - 1 s s - • r !..
S- s r ril i(

-
T
-
�-
a_
rc
Q0
r0
0
CD
C_�i
00
(-I
(_))
a
_c)
0
u
J
ry
t_
z)
w
In
0
a
0
ri
I
I.vI
i
(-)
(-D
I
1s,
#-
�_
f__
Q
_)
C)
c]
z
Q
J
Ct_
( )
LL
Q
Ld
tn.
w
LL
I
�n
(')
z
(?
U
cn
c
a
c
0)
7E
0
c_�
L
m
rl
U)
0
T_
IC)
0
a
On
'kJ _ - , ._ _ ���;.:+-L...,,...,....r...., _. r---..... ,.-�,_.__..., is .... f-t _..�.:., i_._,., .s•V, ,��, .:, _..1..�..�w�..r..yli:r.'.i:_t _.1 :� 't .',_._
, i It . r' , ,. . -,. _.. ._ ,..,-. J -1.- 1..II_ a; r rLwe
, _• .' .,,)i r i .,..; DBD 5 r r" ) ar j
v
I I.
i
_ _
_ w ��rr -
< , .- ,-.:. ,,..a-.,.,.. cm -.., .. ,,,: .-.- r. .n.... r.• > _,.. ..rrs, .. �•am r�!,+r - ;� ><-;.. �. m.:k.,.sr,F:r•:...-M .. .•.sn x�:-'•, .^am::+.^_��,. _as freer .es?....n - .:a. /` t�-,-.. .a c � -
t ..od - ,,,.�..:..se ..ram :ry o„ •, a-. .. -Y- - , . , a. T .. } ,z / .e : h - - t z, -
y xx vr. - - . _ .J�. nrnw � mt^'r-.E-°^ is 7•' _ .,. . ,p.. .... -, .. _., w a::: ¢e:,,.:t�<:n, :^.,,�- +raA � � rz .wr.
rs,.� ,•auy=� era i-tee ,.ar. "�&^ d°.¢ .-r z.. IR� 34 t �� v ram, -
,;, :
3 ., r
.i
�. ; MATCH LINE SEE S�-IEE� � 3 � ���
O.
, l 9
H �u8 i
OUTLET EL S O $
., .. .r r .. Y -
'. a ... - :
., e
.. D
a 1 dBD 1,>
r
G .
p ,-"->
V L. ! 0.00 1` - j ,.. oa
0
n
�. >�
e
HRD., 0 v . YlJ7 .
-:. 8 d /EL , p
f
- -
t
HP49 J r -
.. / ;.
DBD 4 E RGE Y SPILLWAY f
g _
S .
HRD 2 00
v ,
,,,;,,... ., E . 8 .00 1&, WIDE �2, r .,, _ i0
,
� EP RIP R P � - -
8
.., / / z
,.,:. a HRD 2c1 4 0-6 i.5' >LOfE ;! / r
. - .. o s, , .
r 1 :; , .
7
e . I 8z0 I o
u,
�o EXISTING POND SU s _. 82
, M / �.
8 ,d :I31? TEMPORARY
;. ' ,
ON ADJACENT , : ; HP3a , . W,E:- SAC DRY � �
. ® .. ,.. , . / I SLOPE DRAINS, WIT __ of T .
oBD 5 o / /4 $ .d0 . 7 . - - -
PROPERTY q, � 6 SDIAME� R S� ,.. ENING / scale
`� t1Rn 4 �. E , GRAVEL DONUT INL
x.. -, ,,. f , I - .. Y- .. 3 -
,...
i- 41F 5 . €' V
® < ' , . ,� ,©' FLOW PIPE; � ---
P � 01 E. �•, g9
7 1160526 45 . �0 L ' �3�/Q
/ E #4 SEE SHEET Cj-6
t xw+ -_ 5 q t. 555786 4. _ 4
T a < . P LE. 1N-8 b'.00
PROPOSED FU U E 1 .
832.94 ..
t _ ' ; Wl�`R IN CREEK
POND- , : :. � : . , � L E, ` 1�T=8�76. �70 i - & _# .
FRESH WATER , y ,,1 HRD o ,/ ' . 11 I O:_
J .� ..
5 . i ` / - ,,/, N, 'i / SEE ACCURAC '
PIPE TO DIVERT 1 4 '.y' }ILLION GA., LLB , i
. ; , - / / 18 P IT...
r y,J'
,. F •: i
(.�� DEE .W H A
?- .,: / 4 , TIER 11MP 2 IA. ;'RISEf1:, i �,
WATER 1"0 SU�1P. G ! SHWA ]S / �+
L. =134 24a CU. FT.,t :; ,: '_ -;, ", ; . __ : ; J ; : , , . �
. , .: , ,. . _ -, �-: �. ` �_ � 1 2 F-1: WIDE T�07TaMg6
z a , .. 3 ; / . • " � s STOP L. 806.5C�
,; o©TT4M ELEViW.78.00 P s' F
2 J r, . , , ¢ ; s ws I 21 . SIDES LINE Wirth
:, f ...:•'. ....E '' 1 - -
1
::, - - i
41 22a 6U. Fr VOL=
4 ) 7
5 '., ��' ,..; 1�R1 a ( I CLASS B RIP . R4P,
,J' a h E : HP10
4 - fr r i
s s -
;
0 # D$D 7 Ss -
r0 TOP OF DAM., :. :. � ., r _. z : � P � . _... _ d50=
s ; .. 5 f ado 4 PH 57
.) ,r ,, E 1
9 .: 9 , /
1
1. 1 ,
I: ,
9: 6 ACRE- . k` .:. , .. ; I,' . q /��4 c� �,
..- ,.... . .,h .. .. ' ... -S t- a -
( r , , / oBD 1 , i SEE SHEET C 6 �-�
... J, , �, 4 i TOP1 or BE M- ND 1
:.. , , , .: , . ,�4 HR©. s
io , ,
.' r>>I. r
, ,
�-- •,
1 wA H
O.
III„�'� DB1J 3 4 S 632.27
, �. ,} ( „ RIP RAP DITCH OU O . wi P N
p 7:7 r "
y t ': s '' :. 8 W CHE K Atil { �y * er . O
:
�f 4 - ! '� f r ,', : / S` .! }.: �. i # i t , - .. _?PE
e 8 4
r
C D
2� S
eo ��` ;: F. / 3 5
i <„ �� k0 C RETAINING WA
r.: ,
. g r: f s' � L, DESIGNED
�... x
) .
-�� _ y s',.s.a s. R i50 E USHED STO Q
� � L
i . r` .efili �' S gF r p "..E ,.�; ,. x / S G' .. BY OTHERS, E OTH" SIDES
;, J...: - OBD 25' ; .. Hf�21 t s' >.:. ' a g. ` 1 i d 1 4 . '
�. i Il ; ' P OC SI LAND 1 OF SCALE HOUSE, 5 MAX. �i .. I. . .
p ti... 1.HRD 25' `~�= �� -� ®oBn , 7 14 DE X i ' a 1
2' , _ WI 30 : LONG RIP I�e'A I , 1 f I
11RD 2� , c i I WA H H 1- T
I a r -1 27 5 A O
6 , OUTLET` �L,�SS B, .d50-` 11
E GH � , � � � s Eo) 5�
,.. g �HF9 $ 1-, 1t , i ; f ' x ` } 8, 6. REENI�
� , flSD 3 f, i. � � `�"
# CULVERT No. s
HRD 13 r f 1 1 C
I
t 1: _
�{P' s' 798.00 �'mE
2 ! ., F) ` v
•
:' ,, v► e.. RECYCLE -J
1. / s, , i t , I. E. OUT= 794. 00 F- ,
/ ..A <' 1 ,
i BOND 4
H , � 3 SEE S EET C-6 .r 3 '.. ._, , ,
w
'; r
, l SF.
t ��
it I��,,
S � �-1
f ? y 1 t ,>. E i;' ', -} is 3, 1 Jam•: Jr � 1 CC � - .
k TARI S' _I UN AM€CJ ° ;TRIBU ,.I , t ; D.I.DN
T i MCC / 0. i
i , i i ~a
4. i ,
, : ,
'
o b REl1aOVED AN p J �4 . -
: / r z t � , ,T�� _° / � J .SEE SHEET C 6
• C 1 l i� - 1 i 'r
{'
'r i t _ i-IP�I, C (� 4 } •I t 1 I ! I� X.
ITIGATED A MININtI o
� �' 88 -:
a
,
J
RED g
h 4
,, J `. I _ HRD 4$ '1� Via' ES'. r' t' ° 1 5 ; � ',-=•-'I
, 1� � , ' ;. `: � �, VER N0. 8 CUL T.
l - t -
y. t : J,
-
,
1� f 9 ) ! }�
-. r: r �. r }. ..1 7 ;Ore `. `gip _ _ -
DBD 1 ;� ,=i 1's
r '� ABC: 1 1 E. IN= �32 75
:
1 -t
.... r � - VERT NO 7
5S �- � E. OUT 832 00
.., � �> � � .f k i i �IP(.1 , � ;F l � RIP RA TO CUL
rR0 1 / e x 4.5 Wx 1. 7 0, d50-9
, P N 6. ai' HRIS 0 , CG S 1� \ Sp ,
�'fA/N s +DIrcH` 8, FR�M o D r
D A 1" i ! i
R V BOTTOM WIDT)W H .� UARRY+�ty4C1 0 1
8 F`? WIDE (A�, ,.G�� 1 1 , , , / , EFTA CULVERT N0. 7
Se A , ,
1 T1
1 R IIVIN� ,
\, _ F122 OBD' D i li 1 D. r 855.1 �/ X
aP WHEN o$u - = p A L PROVIDE HEADWALL
X 4 DEEP, 1 i5: !! ` SIDE' SL S .
Hftl) 15' $D ,1' HRD 0' 0$D 00 ��?3Iri ,.
.' Ey A I; 83:
Ff A
/ S� -
IN EARTH. IRO "1 I' I. E. IN- 830.00
UT 1 ROCK Z: �' SIbE �'LOP�S - - +�
7, 5 G :D
y
X HP) ,
w E D1Tcr�I. E. our- 82a. 00
SLOP-� 2.290 Ml1i�N i�M. Eli l � 1 ,
,
,
r x QD0' -.
�g t ,
i ,
RIP RAP
` ` F RIP S
I •1��D o' �F OUTLET
; R OCIT? :WITH �� ° O . p
IT � UMBER" ' ; : /\
IS IN EARTH .A h1' . r ELIA ••�. -
B��
„ plSppll��Q t L
_ . I EMEr¢ A Y SPILLWAY _ 2D Lx21.5 Wx 1. 7 D d50=9
o RAP al50 6. r t 5 ,
8i 86B \
,.: _' i �'L& 837. 0.0 FT. WI E X :.:. r
BOON A Y%x Q ;: , BEGIN ROCK CHECK OHMS
.., r d r, -r
`� t 1 _.
t � CR�7 iS � . 18. OEEP � LA�� S 1'®NE .....:.... C� 50 FT ON CENTER.
0
UFFE )))
s HPIs 4 Wl._ ,
OBD': 1: SLOPE. , +
oBD 2 i (, 0 s; �l
. r. HRD 9' .. , r • t;OO.
44 ti - 9:- (Ta Scaleh.Qise
HRD. 20 > . ,. , .
DOH N0: _
HRD., , -- EL..870.00 _ `
1P1!� 00 , CE 5. D1A.. PRIMAR e 2.: ' y 2 FT DEEP WITH A
,' ,? ... r a:: JAW CRUSHER; /
OBD 111 CIA 111'V l N(PHASE CUTLET E3,4f f EL' ''® 29 . SLOPxRD :T. I _ ' ELEVATION 2 FT WIDE BOTTOM,
'ti:
, IN L.
IN=8Z6: - .
.� EL'
... t - -
2 SIDE
�HP9 INV. EL: ~,dT=: 2t ', LINE WITHEROSIONCONTROL
E �HP6 . i } ,/� j� 7­4
OBD 25 + L: O6
PIT_�� V �`I ! IC� 1 V 0 T B4 2. 00 PROPOSED �11ELDBD l7 FL O
HRL) .,25 . � � , ;a e
HRD 17' 868.9 - f RIC; SC 1508N OR EQUAL,
0TE :,'PP17 , t. y E dd /' B
x, � ., - 1 � 35 - , '`R S f 3 EXCEPT FOR RIP RAP PORTION OF
. fr , .
TaRAG
EN 013D 1 . €,, ? c3
+ EL• 876. 00
. ®HP14 - . - HRP 36' i , . TOP, - . 83 . b ; ):. . DITCH. LINE RIP RAP DITCH WITH
t QBD 3 - p0
�.
> D5o=9 RIP RAP 14 DEEP VER
HRD 1B _ 3 a ,
t
+. EL. 845. ob, , � c2 h� -
. � R�
$ ' FILTER FABRIC. SEE ALSO SHEET _
6 r / L SEE C
EL 74t ; 00 , . r s SHOP CLEARIN 4"
, ' P5' ,f ' fi .' � p #1 '& FRtSI1 LIMIT ''
' �_ o' ONSITE WATERSHED Df A1NlNG 11'�TO / 1 P; + EL. 86 .50` L DITCH N.Q,,r #: + y
A'7 ER POND2, `.
2 DEEP IN1T7;► A a a
._
` :'' f RFJ o' NAM TRIBUTARIESi SEE SHEET i f ' P UNNAMED
, ....; 1 1 �;' 10 CU; Fr 2 f7 WIDE BOTTOM, t
B C-4 FOR PHASE I MOSION CONTROL � /T �. :r 1 - x 3'05 'GALLON / 2: 1 1
D ' i8$ j �' SIDE SLOPES,
1�R) L B0 D(VRING INITIAL, AWNING; OPERATIONS.
xF1 r7 _° fr '1: :1 1 '- 7 235 l G'lJ: F'Y; � . VOL - ' t. � a�
! e LINE WITH EROSION CONTROL �„
+ 83.00 �`�oBD 50' A5 PIT CONTII'VUES= TC EE MINED, , ": } _
L bEN5E TREES , " t r •f- FABRIC, SC 1508N OR EQUAL. W)
dTOM TO 130 ' F DAM ,t , ,
+EL: 45-aD HRD 50' TEMPORARY S`EDIMeNT;! n
PH, 1�
f HP61 SEE ACCi3RACY Na E 1 RE OWED AND STORMWATER EL. 74 ib0; + ', (9.8 `A� E� �7�,` I = � ► 3 ; 860.QQ`. ` �` SEE SHEET C-6 J"
R N ! 10 � ® TRAPS W WILL BE M I ,� �; {
EME GE + L. 75:0D �H33
I ; DBD 34'' +
III= 95• HRD 4s WILL :BEOLLECTEd 4N MINE PIT AND j ',, PROPOSED U ECTED ENVIRONM EL.t DSD 15 ('
P NAFF ENTAL
PUMPED 'OUT FOR US€ AS RECYCLEDL. 7� /7.0 + + 800.00 ? I HRD ' 20° 4 : 1
11 WIDTH=8 FT; 1 SL PE i PROPO D --- .A CONSERVATION EASEMENT HATCHED AREA).
. / 'II ! t , �j C i
1 " D EP !P RAP PROCESSING WATEit7.:` + EL♦ 822.00 / I NO LAND DISTUR15C4NCE IN THIS AR A
PROVID 8 ADMINISTRATION I EA,
I 8f3B,2 �q"P66 �bpP l I OFFICE 1 �
d50=6 0 x PROPOSED 30' rN10E i�Ri e 3 Hen z5 ' �' L
;F p !i
a BUNCHES l05 :,;,, RETAINING WALL, DESIGNED
';
N t
' , i 159776.99 Ifj BY OTHERS,19
.1 fQ� 554801.08 F` f'
Z Q 875.67 6 5 t ,: 0 1- c
<19
Iv 1 sxp' p� H 4 i a6 CULVERT N0. 4
�� g'�' 11R :30' SEDIMENT TRA� N0. l o, ,,,, 'I'^r] LE /N= 849.00 S =o
x ��' t SEEI�EET C'-4 / '+" LE. OUT= 848.D0
697.3 � �o tI �V fies.o + L. & 1=745.00 \ er SEE SHEET C-6 W L-ti,
D 1 s " ..
LL x I RD 34' �yHP62zJ X X DBD 62 Bg ®DBD 62 I � $`{ / �^ �` �, �O > c n c
r 30 WIDE ROCK BENCH i1m) 62 0 , HRD Fy2' + 7 ;00 �, / J RETAINING WALL DESIGNED C
H . , / FLARED END SECTION WITH $ , ;,.: '." O '
' ft59.2 1 BY OTHERS, Borth SIDES
/` ae . x 20 WIDE SAFETY BENCH + L ,30.00 12 RIP- RAP OUTLET PROTECTION ;'j ! 'iip' , t .
' , o q , , _ o13D 3�' O t ^+� / OF ROAD. 5' MAX. HEIGHT.
HP57 ^ ! C 6 � 1 Lx22:5 WX 1:7 D - HRD 4s.' i'- Q� / +`'
® 8 „ 1 P�4
` �--- �`TIRD 66 - �6+ �� �HI'67 C J�0=9 D 34' r7 "'^ �!� ' �Q� '��4*1Me5u��4p-
�� O 013D 62 48' /? ti I �� �, *I
PROPOSED POND ,fi, 0( o Code #2 HR) 62' a � 0� � to Q .• ���...�0� '*.
(MAKEUP RESERVESj. 0 62 uP •2P511 r ;, / r ' ..• � \� C4'� 9 •�
c , CULVERT ^NO. 1 BER DS ,�
2:1 OVERBURDEN SLOPE / _ o °,
VOL.-203,976 CU. FT f ogD es' �s 's - i �( ,
LL TIRO rs l:E.. 1N-847.00 y, „ x • •
(1,525,945 GALLONS) / r' DITCH N4.- �: LE. OL1T=843.00 4 I �� I At„Q� � I 740
�' TOP OF CO E / 18 DEEP WITH A a" A i
SEE SHEET C--6 '�" pr,^ ,, •
352,776 CU. Fl VOL. f 2 FT. WIDE BOTTOM. /,_ # �„ � .
Z:1 S16E SLOPES; LINE WITH RIP -RAP '1 t`' , „ �' .,.f •..� ��.*'
TO TOP OF DAM HRD s2' 3 ,} � ,! ' ,-, A _ -1 . O •.., ..* � .
AR t ARBED , * . -,, Q
8. 1 ACRE .F .,Ab CULVERT NO. 15 STAND D $ EROSION CONTROL FABRIC, LINED 'DITCH 1 , . �- - ow - + .�'91i0 FZ .•
( + _ + WIRE FENCE + SC 1508N oR EQUAL. C-S , -- L , "
Lt, IN=898.00 (FIELD VERIFY) -6 d50=6'� + •, / S� ���•
901.3 l.E. OUT=895.80 '•n •+•
x / '' r' •eerereees�9. �-D�
SEE SHEET G- 6%
,� /l,.. PEI?MIT BOUNDRY
Date: - Revisions:
6-06-05 - DENR REVIEW
7-05-05 • NCDENR
O 3-17--06 • 800 CLR.
00 5-8-06 - MINE PERMIT
00
N REMOVED CULVERT
9-19-06 ' N0. 3
V
.0 V) Z 4-16-07 , Land Quality
t
J C qi 8-10-07 - Land Quality
a- = 9-7-07 • Land Quality
q) 12-6-07 • Driveway Permits
C � 7-28-08 • Add Core f s.
LL rn �
.2 � �
O a 4
a�
CN Q o
� .0) LJ Y
aW00 Z
= Q 11
~ V O Q o a
+ 2 w N t.tJ
V)�w (li
c'3 o
11 Z r`
00
N p_ 0 In-
- . -0 .
U 0 .
0 _Cm2
3 OF 13
NOTE•
1.) REFER TO SHEET C-7 FOR CONSTRUCTION
SEQUENCE AND DETAILS OF PROPOSED
FRESHWATER PONDS.
2.) FILL MATERIAL UNDER THE SCALES AND SGALEHOUSE
SHALL BE PLACED !N 1 FOOT MAX. LIFTS AND
COMPACTED TO 989 MAX. DRY DENSITY UP TO WITHIN
3 FEET OF FINAL SUBGRADE ELEVATIONS. COMPACT
THE TOP 3 FEET OF FILL To � DO?' MAXIMUM DRY
DENSITY 11
0
HOUSE
o1;ss � i £ � , , ;, � I E ,� ,{.- I EXISTING
• BID zo' I ;r'f � � 1 1l�OBILE PROPOSED UNAFFECTED ENVIRONMENTAL
STOCKPILE AREA FOR SLIMES •'i _ ,` \ HOME
� � ,,,.•' "'' � � ROPOSED 20' VIDE °, • ',•` ,^• � _ � CONSERVATION EASEMENT (HATCHED AREA).
� � `� � ' . ' � -.ROAD' SEE CROSS � � ��a "r•` ' � CULVERT NO, 2 NO LAND DISTURBANCE IN THIS AREA.
� it
"LD VERIF�.1 �H '; � ,,, - - �� SEC TO SHEET C=,6 � � LE., IN=859.D0
.f.. x aBD7,� PINE TREE BUFFER, C-8 � r,l
'�' % � "1z � � 01 E. OUT=857.00
' r,,„, HRn 27 � ` PLANTED ALONG tOP OF BERM � , �� o�n 1114, ,,,�, ,, � ;X'4 . � RIP RAP OUTLET PROTECTION: LEGEND
,•?'.. � RIP -RAP CCK DAMS, P71 ' r,
•. _�.,' - �' '�E.�.. � 21'L�22.5'Wx2.25'D
j 1". SEE CROSS SECTION, SHEET R-1 / { r �V
,� 'M''• ''' INVERT EL. =89�'" HP55 SPACED EVERY 75 FT. ;,• � DBD 5' �69 ",'' N PROPOSED WATER
APPROX. -` �a _ / , r d50=12
OBD 57'
S
, x
&ADJUST INVERT � ea.' I'
.� FIELD VERIFY) 1� r - I »
,
-
,r
/ / � s- �i � 130 LF 15 DIA. PRIMARY OUTLET
l,, ,1 ,��?ADE TO DRAIN INTO PIPE. _
� SEE o� _ .,•` � ` -' EXISANG TREE LINE
r ",�r. � � i' �." Z, .•. �/ � BARREL 63 3. D8X SLOPE,•
'? ' '`'' •'' - INV. EL. IN= 856r0
ems- � ,,+r,• yd„ � `_ I�HP56 1� -•`'-'.,-
.:+'' .n, 62' �^ � / 1NV: as EXiSnNG SINGLE TREE )
,J„ ,,r.r H R D r7--- �HP69 EL. OUT=852.
r ,,+„ - ODD 29' . , X �_ _�
rr A T H EXlS EXISTING
, R 29' E
„
1 L D "r•'•
\,.r,.. ':Ir„ RTC-iE` � HP70 _ ,i
i�,'''" ..'rr � B�` >„r - / ®o©I_a lo' w E , EMERGENCY SPILLWAY,
- - ,,,,,, - ,: 8 FT: WIDE, 19 SLOPE
„
u r
r
, r r, WITH
� • ' .6., 911.2,,,r' ,rr, ,,,,,',= ELEV-867.00 aDRILL HOLE W T
niaD sz'
' OVERBUR
:: � . x
," , DEEP RIP RA IiRD 82 DEPTH
I., II _. „ , r„ ,,,,r . • ' ` a j � I j P, TO HARDROCK.
` �$ PROVIDE 18
25' BOUNDARY - �
BOUNDARY ' a c
R ;S / � ,r�8q asa=s
s-
.
"
BUFFER ER r aq"," .° a / ` - "'•. 36' DIA. RISER; z5' saunlD BUFFER
- - � � , TOP ELEV =864 oa
.,,• s _- "''` err,• '' S' ~_ ' _� A r` � _ �, "J' CREEK BUFFER � L� �T� T7 / TT
--�= -­.1" �I w •"� & , - ,r,,. „i,,. , PROPOSED POND ids, �/." .�L/ L1 /1 L
MERGEN � a "'' I A � ) (MAKEUP RESERVES):
,rM1 / o E � A � - ",, � A +. •'r• •'r` VOL.=227832 CU�'fT:t �..; CREEK
wto °rn,m `R EL. =895: -}- 9 x L ,� ,,,,: ,r,•'- 'I1 `' � >`" .., 1, 704; 41,1 GALLONS
+.fl, WIDTH 8 � "`� ° 1'',,' �„�' '��AW VjnA•(;:''�* (
„ / a� � PROVID z'�,Ir,,--, '�� A ' "'' •'+' iW,r I' A �nW k'' , PROPOSED FRESH
36 D A. RIVER, � I ,,,. .,,• �r,.�w ,,,.
TOP .=892.00 d5C=6 0 � _ ,,,. .,,,v�vRvAAl""/395,528 GU. FT. VOL.',r,.,,,,ROADSUNPAVED -
,..ENTRANCELANDS "'''GAPED 4#' TO TOP OF DAM
- 08 ACRE
,r
• Rx , .� r - _ * OSED MINE LAYOUT --
,
(9 -Fr.)
i1i E Q I i � ` ,, / I "d PR 0 P EXISnNG FENCE X x
'-A 8W Q0 SEE SHEET R-1 ')' 'l --,, 0o _. ,,, " 0 '1%' , EXISTING
' „' : FORE0 s � ' - PROPOSED 8AR8E0 iMR •' E FENCE X -
„r,.-,,. FQND 8;3'FTp3ui • `+ � PROPOSED , � � � ,
NTRANCE
::. ... LAYOUT 1 w >0w CALVARY X
1� -� FKE�7 =880 04 ' r. ,.•' _ :SILT FENCE
Z ENTRANCE 216 ! r IT SCALE i" 100'
,i '1• „ „E; 897.3 1180134.43 ""'- -- 1 .
.. ) x SIGN INTO 553943.50 6, , �'
",',,�+,.. v �0 a QUARRY 898,34 DIT H NO. 1; 18" DEEP WITH x I A, e�;.-: n{,: ,>{ � ,' '4L ff<.;z PROPOSED TREES �qY_
r ,
,,,, � . , ,; SLM S OTTOM. , 100' 1
rr, ,' \ ., , - FRES1A R 2 FT WID 1 B 1 t
2:1 SIDE OP r -1 0 50Y 00' 200'
PO' # 6 LINE WITH EROSION CONTROL FABRIC, ,!1, J' o EXISTING Po1NER POLE
„+,•' „i, '' `- ;�; � SCI50BN OR EQUAL. '`
_,::.,_ _ 902.7 _._. - PROPOSED .P
,.'iJ Ig T-s .1.,r-:Il:,rr.' ......,.. ,.._..,,. -.,.. - ....,,.,. ,::. ,... .. ,+.<1,,.,hs:';c':,. F ,4•..i.,.:r.i.,e'i?ri:4i .l:r;ir�t.1'r.•
+• J . r. ,, J •'r" J ., -. .+,f• f•. r; .1,,, dl `; r5` �.1�,!,! '., i 3,M,r �,y, �� � , 9 ,r�•. ,D.D y..•,�,: r .,Try (��+ �•
,.` ' r '; r'i :�'J. , 1- ¢, �`'�� , ' lir fl Ty br (•t .r1f v�i"r, ' �I_r,r tr `51r 1F '�i�

H!
T
Y
�y LEGEND:.
,
890 F PROPOSED WATER
"j SEE SHEET R-1
�P -,FOR ENTRANCE
,.b : 697.0
LAYOUT EXISTING TREE LINE
RIP RAP APRON AT OUTFALL;
13'Lx 14. 5'Wx 1. 0'D � s �'
EXlSRNG SINGLE TREE
d50=6" 7
SHRUB
RUi:7
' k
5 DRILL HOLE
WITH
® OBD 82'
OBD DEPTH AND
A
HRD82 DEPTH TO ARDROCK.
cu
t; 25' BOUNDARY BUFFER
CULVERT, N0. 12 s ,,
` TURN DITCH R ' - � � H NO. 7 OUT INTO A LEVEL SP EAD�R ��� T-
1. E. IN- 832.50 (10 FT WIDE ®ENTRANCE, B DEEP, - % % %%
,._. " CREEK BUFFER /L��1111 L our=892.00
0 3 .FT WIDE 0 END AND 10 FT. LONG).
\ A LONG TRANSITION CREEK.
R FROM DITCH,
: PROVIDE .
18" CMP CULVERTS WITH DITCH NOR 7 ', P as3.a , E
20 FT NG T � . I
i/2 CY 41P RAP AT OUTFALL, CULVERT NO. 11 18" DEEP WITH AN 18" WIDE x Q=5 96 CFSPROPOSED
I.E. IIV 892.50 DENSE - 02 FPS
WATER POND
- BOTTOM; 2:1 SIDE SLOPES. -
r � F, SEE ACCURACY NOTE
880
1. E. OUT=892. GO
CU Y
LINE WITH EROSION CONTROL.
' '> ' " •. � , EXJ57ING UNPAVED
t FABRIC; SC 15OBN OR EQUAL: ROADS . -. .
+ SEE SHEET C-6 z, l EXISTING FENCE X X-
PERMIT BOUNDARY PROPOSED BARBED WRE FENCE X X-
877,2
902.9
X / �o SILT FENCESF SF
•
:
DENSE TREES PROPOSED TREES
897.6 ,' �:
SEE ACCURACY 146TE x 870 t:
`} x
t ;+ EXISTING POWER POLE
897.0 o - X ' PROPOSE© 20 FT. WIDE ROAD.
,r
l
_ s'., '3
'
t � SEE CROSS SECTION,
!
SHEET 8,
co
cD
co
N
C7�
z}
c�
u
ch
c�
CL
<L
I
I
I
�r
J
c+
z
_J
�1
L-Ljj
[n
cnl
c?
z
_l
[n
O
c
S_.
t_
L
D
Li -
I
CD
C)
m
INSERT
REFERENCE FROM STA. 53.50
860
- 25' BOUNDARY BUFFER
E , { 15" DIA. HOPE LINE WITH EROSION CONTROL
SLOPE DRAINS WITH
FABRIC, SC 1508N, OR EQUAL
4
�X "TEE" FITTINGS; T
0.8 AC. DIST. AREA EA,
} PROVIDE 12" HIGH X 5'
'O DIA. GRAVEL DONUT Z�
INLET PROTECTION.
e X.z REFER TO SHEET C-7 FOR CONSTRUCTION
9
SEQUENCE AND DETAILS OF PROPOSED
II \ 1• a i ON * 1• 109 FRESHWATER PONDS.
1161554.21
\ �+ 557286.81
864.84
,
W.
E. Me #6: F 0
641.6 r
r El fiPC6
[
50''BUFFER TO EACH'
,_ OVERALL QUARRY LAYOUT.
SIDE MEASURE) FROM ' \ ' ��
CREEK BANK'�
rn
SCALE 1 =100
PROPOSED REM MIX CONCRETE
PRO 0 ED
PLANT PERMITTED BY OTHERS AND
% RED IX PLANT
1 NOT` INCLUDED IN THE TOTAL 100 0 50 100 200
4 A ESf PERMITTED ACREAGE FOR THIS
E, RIP RAP APRONS AT \ `s).. l SUS MITTAL.
DS OF SLOPE DRAINS.
IF-
11 'L X 12.25'W X 1. 13' DEEP; l + +
TYPICAL Or 13 SLOPE \ I }
_ ENVIRONMENTAL
DRAINS 96WNSLOPE OF THE PROPOSED
,RED
CONSERVATION
1 M . AND ASPHALT PLANT SITES..
EASEMENT 4
:
PHA
:
f
,
S
,
F/T
/
- - _.. �EqSE} �
DAM
S,
RAP CHLSEccuR�CY T PROVDE RIP
SPACED 75O.C.. EXPAN,540N I [
L N, NO. ' 10
LE.
EI= RIP RAP 0 OUTLET;
834 DO 14'Lx 15.25'Wx 1.13 D
850 g4 0 I I I LE. OUT=: 833.00
1 AIR S!!
Eld5O=6"
SHEET SEE ET C-6
I
. I
NI TIAL PI T FLOOR
:
P P \ I / •' i �z PROPOSED ASPHALT PLANT
PERMITTED BY OTHERS AND
DENSE ThEEs NOT IN
IN THE TOTAL
\� \ PERMITTED ACREAGE FOR THIS
SEE ACCURACY NOTE \ EL EVA TIO N_ 74 5. 0 0 }
\
2 HIGH. x 4 WIDE SUBMITTAL. � 1
PERMANENT DIVERSION BERkf \ %' 1 "
8 CULVERT ® ENTRANCE TO
6° ,: ALONG TOP OF SLOPE ` 15 DIA. )4DPE SLOPE PROPOSED ASPHALT PLANT
O
LEVEL SPREADER; 1330 24 FT WIDE _ DRAINS I, E. IN=811.0
\ . ` 0. AC. bISTUR D AREA 1. E. OUT=805.50
ENTRANCE AND 8 DEEP X g \
E. T CH PROVIDE 12' HIGH
ENTIRE LENGTH OF SLOPE TO
X 5 DIAMETER
Q 2 G VE C 8 C
+ \ DONUT INLET PROTECTION. �- DITCH NO. 6, CONT
TREES r
15" DIA. HDPE SLOPE DRAINS , `\ �
F RACY Nofi F , �� �\ \\ 1.0 AC. DIST. AREA EACH, \ \ 81
\ » PROPOSED ASPHALT ELAN PROVIDE EROSION CONTROL BLANKET
\� \ , PROVIDE 12 HIGH X a 5. 6 A R �' ON ALL FILL SLOPE
S \� DIAMETER GRAVEL DONUT INLET C ESf o S
1 \ NORTH AMERICAN GREEN
+�EP�� `� '� PROTECTION AND PROVIDE � ¢� SLOP
/ OBD 5 \ \ , 1 E S75 OR EQUAL..
_ 81 X 9.25 W X 1. 13 DEEP \ .�
HRD 15' '`
\ RIP RAP OUTLET PROTECTION;
BEGINNING AT STA. 32+75
d50=9. DE DITCH BOTroM,
- TO
TYPICAL 0F_ 9 SLOPE DRAINS- a - nrzoo ... 2 FT AND LINE WITH CLASS B
-FRO
pafEF45 \- RIP RAP, d50=6'.
M PROCESSING AREA
[,BD z C FO NT.
F ,
\ \ D SEE SHE
2 � GO
I �•
•
,
\ \
: 78
•
,
DENSE TRUES � - �� A O 1 A o•s
. �
.IiP40 SEE ACCURACY NOTE /\
7 A 4 f
HRD Ic /
ODD 0'1 a P DENSE TREES
. HP44 ,
A
SEE ACCURACY NOTE .
1 � EXPANSIO
f 4SE 2 FU 1 4/ ! 1 E}BDlp'7P�A � o
1
,
3
20#4 ACRES+,
,
y
,
,
T
i
E C Y
f
r'
,
.�OCe_ r#4
I O 1 E t
T AL PIT FLOOR ELEVATION E) I5745. 00 +
n' _
7 0
- OBD 1L� SF " T ' f NCt I G-i�~
h
5
7 9
0
� a
IiF 3
F.
OBD 5
,. .... _.. . . . , rs! /' ..� `may •r „rM^ �q .. r< - , P� ; +r. _
EXISTING POND
TO REMAIN
86�
DENSE TREES
SEE ACCURACY NOTE
848.7
x
849,3 850
x
UNAFFECTED
z
�
o
4.4
0
w
cn
n
Cox b^
�[I C
r
w
A
ch
a
U �
r t
lL O V
v
n
� �s7raC
pNBS C9
Dote: Revisions:
7-05-05 NCDENR
5-08-06 MINE PERMIT
O 4-16-07 Land Quality
8-10-07 Land Quality
00
C'4 12-6-07 Driveway Permits
U 7-28-08 Add Care f s.
J } Z
J c
CL � •�
D
Zia Q
00
a. rnq
w
C cV W m O
vw�
m
00
CV 0
Vi } ) 0 «
(l} ^ O z tr)
0 0 II = n
vco
0 r
_ V �
0 > O
U o
C�3
D
tD
4 OF 13
•�
l ; :i.
! •-;1r.E'1' �.:,�
?
it r'I
ai I! r
,i
�
=Y
l ��I ` }n ..'`r+ i , i
riv f,rs�.1'. #.•
�,y }• ,
1 v.;,P:i• , ,S. ,`'r`,,�i�
i
r.� ;et ,r a?;alr �ff�,i YF ��';f1r4'. S•�1 !,i ,fn�I,i'I:.

i qf P14 ntt� 17n
:
6DD 3' P
O.O '
�1jD i
1 19' 01) 53[ 0
E r4 6,T i lal.�`- TR�°LR .�� , I
4.
0
1 9
E 1 � QRAINAGE AREA -- 2.00 AC. `, , i' ; _:.. is i
J.VO = 4 100 CU. FT.
., } �. ' Li f> - UNAFFECTED ENVIRONMENTAL
;'oeD IM NT RAP L' , �- , /4 _ i ,,,
A + .EIR LENGTH = 8 FT. / / / CONSERVA 710N EASEMENT
. HRD ,41NAGE AREA - 2.97 Al"'AG: t /� ` . , , ; r .
B VOL. =.. 5,"600 CUBIC .FEET BOt OM D/ME1VS = 41 LX23 VX4D
eoB WEIR LENGTJ `1 - 8 F1 . B M EL. 663. DO l / I
x [
r
60TTOM DIMENS.- E1Ple
,.. , 4' rO WTE1 DENSE TREES 06D .�0' _
56 L�'25 WX D ( � E3.RD 50
BOTTOM EL. - SEE ACCURACY NOTE E 1.. TRY 1
Rs� PHAE. QUARRY
_ I /
OBD 34' { �0eD t /
HRD 48' E{RQ ':20'� i /
r /
IM t TRAP 12'
j y
D IN GE AREA - 2.40 AC. ®xP66 E1'6'
�. t / TEMPORARY 5
T HBD RD 63' �0$D1.25
4' i } 's t I 5 /// /49.6
V , 600 CUBIC FEE � a
DELETED BY
X AND DATED 4
IR ENUTR 4� F1
B Tr 0 01MENS 4 2� 5 WX4 D (TO W1 }' ,�11 4 =t ; // / i6
orr M EL. 887. oo 3�: r
/ I
897.3 0 i • Id € t 't ` NOrE
/ t: f
x RD 34' �EEF62 "osD 62 ��// 1. REFER TO SHEET C-6 FOR EROSION
i D zbxRE , z o HRD 6z / / }CONTROL DETAILS,
x GENERAL CONSTRUCTION SEQUENCE. SEEDING SCHEDULE, AND
DIM N.T TRAM HP3G. / s.,�.2
�90 fosD '34 , / / CONSTRUCTION SEQUENCE FOR SEDIMENT TRAPS.
6oBD 6�3 VOL, = 9,240 CU.- FT.
E1RQ sz' VNHP67 D ;4 // 2.) SEE SHEETS C-2 AND C-3 FOR ADDITIONAL EROSION CONTROL
WEIR LENGTH = 12 FT 1" ` osD 62D IS Q _ / MEASURES IMPLEMENTED DURING GRADING OPERATIONS
�HPSE3 BOTTOM DIMENS' = 77LX30' 41D C�2 HRD f2'
T R
OBD 62',
HRD 62 BOTTOM EL.- 8�6.00 �o6D2C3' r � DRAINAGE AREA 5 0'AC. 3.) PROVIDE ADDITIONAL MEASURES AS 1HE SITUATION WARRANTS.
rERD 6.3 ea�a DIST AREA-3.5 AC �` / / .,
VOL 6,30 4.) MAINTAIN TRAPS AND OTHER EROSION CONTROL DEVICES
WEIR LENGTH = 12 / THROUGHOUT THE LIFE OF THE PROJECT.
DIRECT SURFACE FLOW ��HP�� ,
OBD, 62 ! BOTTOM DIMENS - 65 L 25 WX4 b / /
INTO SEDIMENT TRAPS WITH HRD 62' !
DIVERSION DITCHES. BOTTOM EL. 842.II Od /. J
it i a a -I- q „��v..��.� Ji / i" I E�
x 857.20
SEDIMEN r TRAP 01 e
DRAINAGE AREA = 2.19 AC. / i } LEGEND;
1
VOL. _ .4, 000 CUBIC FEET / / 1
�-{P"68 y J PROPOSED WATER
WEIR LENGTH = 6 FT. bE3D zu'
7
BOTTOM OWENS.= I i ti EiRE) so'
it "
, '- /� / •E. � , JJ Exrsnrrc TREE LINE
3
40 LX25 WX4 D (TO WIER) y o
v
BOTTOM EL: = 895.00 SEDIMENT MAP
/ J j
„
Ob
s»a.l ` HP54 DRAINAGE AREA = 3.23 A / �� Q EXISTING SINGLE TREE `}
J
x 0E3D 27' - FHF'68 r /
i. HRD 27' VOL. - 5,80D Cu. T OBll 25 + .. / / ! .• 3.4
WEIR LENGTH = 8 FT. /EiP71 x J
HRD 3,9
�
0HF55 ' / / OBD 5' SNRUB
BOTTOM DIMENS = 58 LX25'WX4'D l
OEM 57'• H.RD 10'
°o HRD [;2 BOTTOM EL. = 890.00 / / r �. J ®HF85 DRILL HOLE WITH
/ / DENSE TREES 870 €! HRD 82 OVERBURDEN DEPTH AND
SEE ACCURACY NOTE DEPTH TO HARDROCK.
` f OBD 2'
J
1 ORD 62' / J 25' BOUNDARY BUFFER
a HRE) 2y' / t
PROPOSED 20' WIDE ENTRANCE / EaB�uio' a77.s 14 J
a9 ROAD, GRADED IN INITIALLY / / HRD . [35' x J CREEK BUFFER
SFOR
r TO PROVIDE AC/
... a11.z 'o ; •:: € . I CREEK
Lo-J: x CONSTRUCTION E4 PMEN J. .;
J
PROPOSED FRESH
i 908:0 N as° ! I WATER POND
,
W 14-12A EXISTING UNPAVED
4$ X48 r i f ROADS
/ „
I FERRY f+Ogp I/ I + EXIS77NG FENCE X X
TRUCK l
ENTRANCE 1 + -� �- -- - -- + PROPOSED BARBED WIRE FENCE X X-
+ + 9 x `- ` yam/ `' ! SILT FENCE
1 E .� -
+ W14- 12A 0 PROPOSED TREES
I 50 5-
1 48 X48 TRUCK
aso
+ ENTRANCE _ ..� _ _ f PHASE 1 ER SION CONTROL ExrsTTNc POWER POLE
r PIT 1 OVERBURDEN REMOVAL
I SCALE 1 =100
50'L X 20'W X 6" DEEP Mll . TEMPORARY 1180134.43 !
553943.50 1
i GRAVEL CONSTRUCTION ENTRANCE. AGGREGATE SHALL 899,34 /
x
BE 2 "-3" DIAMETER WASHED STONE. E REFRESH AS
\\ i- NECESSARY FOR FUNCTION. CLEAWREMOVE ANY 100 4 / 50' 100' 200'
MUD OR DEBRIS TRACKED ONTO, FERRY ROAD. ;' 3
m
fi
-f
�T
Q.
<r
E�
<11
a
*' A
��c67,o
L� �0
_G
o
o _j 0 ;
A
0
w
w
•Z$(1$
Date: Revisions:
7-05-05 NCDENR
11-14-05 • STORM MANAG.
0 5-08-06 MINE PERMIT
00 4-16-07 Land Quality
00
(N 8-10-07 Land Quality
U 9-7-07 Land Quality
0 ) Z 1-30-08 Consi.Entrom
_j C: 1 7-28-08 Add Core
a. o •;
w N
i
ZUa J
a 00
0- rn
Q •� �`•'
+�
V (V 0 0
•U LW C) Y o
aWa�o >sz
o =Z
2= Q Cn 0 o
r L
j N V)
(j .- W O L uO
-o cn W E O
C wll = 00
c}n 00
EL
a03
_Cm4
co
�t
5 OF 12.
� �, F t , ! l i F I#, i i � � r r : I # � � ! } i I i S , � r � � � ' � � � � , i 1 f, _ L F ! l , r S � :, � •'� �
fi'�. [ � s, S'r• ;: � + 1 f s5 �° � .f' �• ,-i �• y r���'�r r � -�s,r r.�-!1'{:.'{.

CJ
�l
cc
CD
K)
(A
O
0
L-
Ld
LLJ
LL
V)
5
LL3
7
V)
tZ
�n
as
s L
DENSE TREES
cf?EEK BANK:
NOTE
SEE ACCURACY NO . 1 1,
! I , . \ . I ( .
V.
ell
p -71
C, 1- 1
" ; , :.J. T
. ..... '.A I 1 04 IiA�
lit
,,��'! y��W1GN� 00
.0
Date: - Revisions;
7-05-05 NCDENR
i I - 14- 05 STORM MANAG
O 5/08/06 MINE PERMIT
00 4-16"07 Land Quality
00
04 8-10-07 Land Quailty
• U 7-28-08 Add Core #'s
Z
-j
0
c:
At
Z L) -j
< 00
EL cr) Nt 0
o4
I F-
Q-Vt V.-
C-4 U-) z
0
LLI
oC 00 V)
LJ c4
00
z
760 02
< CL 0
0 W
(14
0
(P
DENSE TREES -4-- o� o Lo
V)
SEE 0 0
ACCURACY NOTE0 V) uj E 0
O
'o z
c: III3 r-
00
C3
V)
0
0
cl
Cf5
6 OF 13)

MIN, 10 GA.
LiNE WIRES
6' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
12- i 2 GA.
?MEDIATE
GRADE
FRONT VIEW
N. T. S.
NOTE.
* FOR REPAIR OF SILT
FENCE FAkURES, USE -USE SiLT FENCE ONLY WHEN DRAINAGE AREA
No. 57 WASHED USE
DOES NOT EXCEED_ 14 ACRE AND NEVER iN
q� AN ANCHOR WHEN SILT AREAS OF CONCENTRATED FLOW
, MCE IS PROTECTING
CATCH BIASIN.
O
l
N
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
12 GAUGE GALVANIZED
4 PRONG BARBED WIRE
3" PRESSURE TREATED WOOD OR
1 112 COATED STEEL LiNE POSTS
BOULDERS (4'-6' DA.) USED IN
%LIEU OF POSTS IN AREAS OF ROCK
WOOD OR
STEEL POST
�- WOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL .SLOPE
lee
N GRADE
6" MIN. COVER
OVER SKIRT •
I
I ANCHOR SKIRT AS
j DIRECTED BY ENGINEER
i
SIDE VIEW
N. T.S.
3" PRESSURE TREATED TREATED
1TMSER
t} --10'-O" U !J
LINE POST AND STRAND S THE TCHER POS T
N. T.S. N. T.S.
STANDARD BARBED WIRE FENCE
NOT TO SCALE
NOTE
1 NOT EXCEEDING 5 (FIVE) AUKt-h.
2. EARTH BERM �HAt L Bf STABILIZED W/ SEEDING
ACCORDING TO SPECIFICATIONS.
DESIGN G
L,) , Tnit LED 21 "`
F
5 FT
MAX FILL
FABRIC
9 GAUGE WIRE, TWISTED
TO 77GH7EN POSTS
OVERFILL 6"
FOR SETTLEMENT
TYPICAL RIP RAP CHANNEL NO
TO BE USED WHERE EXCESSIVE STORM WATER
- VELOCITIES PROHIBIT VEGETATIVE LININGS.
Z D
SIZE OF STONE MUST BE DETERMINED BY
APPROPRIATE DESIGN PROCEDURE.
I ICI I I III (I A I 1=1II= DIMENSIONS FOR d & W VARIES ACCORDING
B TO DESIGN.
FILTER FABRIC OR p MAX = 1.5 (D50)
GRAVEL BEDDING RIP RAP THICKNESS = 1.5 (D MAX)
DRIP RAP LINED DITCH
C-6 I NOT TO SCALE
� f
BF'1 NMI
14AAFAF MIN
(W)=TOP OF CHANNEL OR
6' ABOVE MAX. 7AILWATER
ELEVATION, WHICHEVER IS LESS
Lo
OFF-
END SE070N/TREAIMENT { Filter Fabric -
�(QIE AS NOTED ON PLAN (Mirofi 140N or equal)
PROVIDE STRETCHER
POSTS AT MAXIMUM
200' SPACING
END SECTION AS NOTED ON PLAiY
EXTEND RIP RAP AROUND PiPE OUTLET iF
PIPE END SECTION IS NOT CALLED OUT.
0� _ _' I EMERGENCY
2:1 SIDE BY-PASS 6"
SLOPE MAX BELOW SETTLED
"A TOP OF DAM
`goo o o $�Q
FILTER cF_1
� 1:1 SIDE SLOPE
FABRIC Sao MAX NATURAL
GROUND
DRAINA E AREA WEIR LENGTH 1
(ACaRES) (FT)
2 4.0
6.9
3 8e
PIPE OUTLET TO WELL --DEFINED CHANNEL
z �Lo�l
Filter Fabric -
(Mirufi 140N or equal)
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNE
.d1iIE�
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d5O = STONE DAMETER OF WHICH 50% OF THE
RIP RAP iS COMPRISED.
J. iN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIPRAP AND SOiL
FOUNDAVON.
4-4 BARS
AROUND OPENING ELEVATION
,f4 CORNER
BARS ® 12" 0. C.
14 BARS
12" 0. C.
34"IX
GRADE
BEHIND
CONCRETE HEADW)
C--6 NOT TO SCALE 48" MAX. PIPE
D
HICKNES
1.5Xd5O
HDPE PLASFIC
PIPE .A'ZE AS NOTED
ON PLAN
STAMUZED
OUTLET -1
"'Mate
2X PIPE DIA.
I' CHAMFER ON ALL
EXPOSED CORNERS
9'
PING WALL
3" CLEAR
€...:
INCOMING PIPS'
%
2" CLEAR
4-14 84RS
AROUND OPENING
i5 BARS
12" O.C.,
EACH WAY IN
FACE OF WALL
18„
7"
SECTION
�
.6 B4R'S
12" 0. C,
12"
M RO,��CTION THRU WALL
NOT TO SCALE
DIWFIRWOiV DUKE REMYIO
HAND CWACILD
Is"W
HOLD DOMN STAKES
lD' AIAV. �
SPALyNC �.f ��
(f ..)5
4' MIN.
LEVEL SECTION
SLOPE DRAIN
C-6 NOT TO SCALE
Level lip of spreader
*Erosion control blanket- North American Green
S75 or equal
7 LEVEL SPREADER
C-6 NOT TO SCALE
DESIGN OF SPILLWAYS
4 10.0
RIP RAP OUTLET
GENERAL CONSTRUCTION SEQUENCE
1 5 12•9
DIMENSIONS SHOWN ARE MINIMUM
PROTECTION
1.
Install temporary silt fence and other phase 1 erosion
control devices as indicated on the plan and in details
MAINTENANCE
11
2.
Clear, grub and remove surfaces as required for construction.
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO i7S ORIGINAL
C_6 NOT TO SCALE
3.
Commence operations, conducting all activities in such a way
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TD ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT iS REMOVED iN
as to direct drainage to protected outlets.
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING .
4.
Maintain all erosion control devices in good working order
PERIODICALLY CHECK DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. THE
KH
during operations. Inspect them after each rainfall and at least
OF 1BELOW THE LOW POINT OF ROE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
once a month. Seed bare earth as necessary. Do not allow earth
GRADE ANY RiP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
to remain unprotected for more than 15. days.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP iMMEDATELY AFTER
5.
Remove temporary erosion control devices when all ground is
CON57RUC77ON WiTH SEEDING.
protected with well established permanent vegetation or finished
CanstmctjQn
Seguence for Tem.QQcaa� Sediment lrapu
surface material.
9-23-05
SEDIMENT TRAP
6.
In the event of failure of the measures indicated on the plan,
14
Contractor shall fake all reasonable action to confine siltation
C-6
NOT TO SCALE
1.)
Install reinforced silt fence as indicated on Drawing C-4 and Drawing C--5,
to the site. The Contractor shall notify the Engineer if such action
is
OVERLAP FABRIC 0
Phase I Erosion Control.
necessary.
12 MIN.OVERLAP
2'
2.)
Install Sediment Traps numbered 9 and 10 on sheet C-4, Phase 1
Seam Stitch"
Erosion Control Plan in preparation of grading the pad for the Processing
O
Plant
VEGETATIVE
COVER
4'
Q
3.)
Begin grading operations for the Processing Plant and Construction of
1.
TEMPORARY VEGETATION
20"
Freshwater ponds in accordance with the "Construction Sequence for
Provide fempordry vegetation, seed and mulch within 15 working
days following completion of any phase of the project.
O Cc)Freshwater
Ponds"
Late Winter -Spring (February to May)
4.)
When the Processing Plant pad is complete but before Freshwater Pond
Rye Grain 35 45 Ibs/acre
3.3'
number 1 is constructed, begin excavating sediment trap numbers 1
Summer (May to August 15th)
O O O
through 8 to the dimensions indicated on the Phase I Erosion Control
German Millet 4 - 6 ibs/acre
Plan, sheet C-4.
Late Summer -Late Fall (August 15th - November)
O
5.)
Construct the Sediment Traps in the following sequence: Begin with
Sediment Trap number 5, followed by 14, #3, #2, 11, #6, #7 and then
2.
Rye Grain 35 - 45 Ibs/acre
PERMANENT VEGETATION
Sediment Trap #8. Seed all disturbed areas as the Traps are constructed
Provide permanent vegetation for all disturbed areas Within 15 working
in accordance with the seeding schedule on Drawing C-6.
days or 60 calendar days whichever is shorter following completion
y y ( } g p
3.4 STAPLES PER SQ. YD.
6.)
Complete grading activities for the Lease areas, access road to Harris
of the project.
Establish permanent cover on bare graded areas not paved or built
(4.1 STAPLES PER So. M)
IN CHANNELS, ROLL OUT STRIPS OF NETTING For blankets with theoptionalNorth American
Henrietta and storm water conveyance devices, providing and maintaining
control measures in accordance with the construction drawings.
upon. Till soil on slopes up to 3.• 1 four inches deep excluding rock.
PARALLEL TO THE DIREC77ON OF FLOW AND Green DOT System place staples/stakes
erosion
Till slopes steeper than 3: 1 with chain harrow or by hand pitting it
OVER THE PROTECTIVE MULCH. through each of the WHITE colored dots.
7.)
Begin stripping the overburden from the area of pit number 1, laying back
4 to 8 inches o.c. in trenches (dozer tracks are good).
the overburden slope at a 2:1 slope.
Spread agricultural limestone at 2 tons/acre.
STAPLE PA TTRN
8.)
Begin construction of Pond number 1 using overburden material stripped
Spread 10-10-10 complete fertilizer at 1000 Ibs/acre
from the area of Pit number 1.
Seed in bi-directional pattern at 50.E rate in each direction.
9.)
Begin construction of the large berms to the south and southeast of Pit
Seed Mixture for May 1 to July 31: Hulled Bermuda Grass at
number 1, starting with the berms in the southeast corner of the property.
15 Ibs/acre + KY 31 Fescue at 50 Ibs/acre.
Seed Mixture for August 1 to April 30: Common Bermuda Grass of
ANCHOR NETTING
Remove the temporary Sediment Traps as they are encountered in the
12 Ibs/acre + KY 31 Fescue at 50 Ibs/acre.
IN A 12-INCH TRENCH JOIN STRIPS BY
grading process or there use is no longer required.
J.
MULCH
,ANCHORING AND
10.)
Mining will commence as soon as the processing plant is operational,
Grain straw at 1.5 bales/1000 SF or hydroseed wood fiber
OVERLAPPING
working first the shallow readily accessible reserves at the eastern edge
at 1500 to 2000 lbs/acre or erosion control blanket.
of the Phase / pit and mining in a generally westwardly direction. This
4.
REPAIR SEEDING
12-INCH OW.RLAP
mining will be concurrent with the overburden removal and the
If initial seeding does not establish satisfactory cover to control
BLANKET DITCH LINING
construction of the berms and Freshwater Pond number 1.
erosion, repair washes, prepare soil, reseed and mulch as before.
1
c- NOT To SCALESITE
DETAILS
TEE RT7TNG
INLET (PROTECTED pl1H
A &9A W1 DONUT OF 157
WASHED STONE)
Undisturbed
.Soil
A}atura i
GRAVEL DONUT INLET
rs_�� PROTECTION
C-6 NOT TO SCALD
SIDE VIEW
FRONT VIEW
s CHECK DAM
C-6 NOT TO SCALE
fterm Pipe Calculations SCHEDULES RE':ISED VIA REVISIONS DATED 4-16-07, 9-7-07 TITLED "Land Quality".
a s'-1
NOTE•
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
sEDi77P STORAGE REQUIRED.
KEY RiP RAP INTO THE RAM
FOR STABILIZATION.
� IBAP
CULVERT
NUMBER
DRAINAGE
AREA (Ac.)
RUNOFF
COEF.
INTENSITY
(Iia) (Izs)
FLOW
"Q10"
FLOW
"Qzs"
PIPE
DIA.
PIPE
LENGTH
SLOPE
ft./ft
VELOC.
(FPS)
CAPACITY
FULL FLOW
OUTLE'P
PROTECTION
RIP RAP
LENGTH (L)
RIP RAP
WIDTH (W)
RIP RAP
DEPTH
1
10.94
0.3
6.7 7.3
22.D0
23.96
18"
90 LF
0.09
14.74
26.04 CFS
RIP RAP d50=9"
21'
22.5'
1.7'
2
3,50
0.3
6.7 7.3
7.04
7.67
18"
90 LF
0.050
19.24
27.76 CFS
RIP RAP 54=12"
21'
2 ,5'
2. 5'
3 CULVERT #3 DELETED VIA REVISION DATED
9-19-06
TITLED "REMOVED CULVERT NO. 3" NOT TSS=
NA
NA
NA
9 1 1.16 1 0.45
1 6.7 7A 12.89 13.211
181t 158 LF
0.0171 9.21 16.28 CF5 1EXIST. CREEK
NA
NA
NA
5 CULVERT #5 DELETED
VIA REVISION DATED 4-16-
7 TITLED "Land
ualit "'
NA
NA
NA
6
29.15
0.3
6.7 7.3
60.36
65.76
30"
130 L.F
0.031
17.39
85.35 CPS
EXIST. CREEK
NA
NA
NA
7
11.28
.3
6.7 7.3
22.68
24.70
18"
45 L.F
0.044
14.74
26.04 CFS
RIP P d50-9"
20'
21.50'
1.70'
11.
L.F'
1
CFS
RIP RA , _ "
201
.50'
'
9 CULVERT DELETED VIA REVISION
DATED 4-1 -
7, TITLED 'Land Qua
it
NA
NA
NA
10
0.12
0.3
N/A 7.3
N/A
0.26
18"
40 L.F
0.025
9.84
12.07 CFS
RIP RAP MG=6"
14'
15.25'
1. 13'
11
2.32
0.95
N/A 7.3
NIA
7.62
18"
50 L.F.
0.010
7.D3
12.41 CFS
R P RAP d50=6"
13'
14.50'
1.1 '
12
2.44
0.3
N/A 7.3
N/A
5.34
1B"
90 L.
0.013
B.O1
14.15 CFS
RIP RAP d50= "
13'
9,50'
1.13'
13
270±
0.3
N A 7.3
N A
7".21
92"�220
0 L.F
0.011
11,02
106.00 CFS
EXIST. CREEK
NA
NA
NA
19
2.62
0.45
6,7 7.3
7.96
8.61
18"0
L.>
0.011
7.37
13.02 CFS
RIP RAP d50=6"
12'
13.50'
1.13'
15
2.05
C,45
6.7 7.3
6.18
6.73
18"
11.E
4.D10
1.C3
12.41 CFS
RIP RAP d50=6"
12'
1 1-3 -5 0_'_T
1. 3'
*Note: Storm drain calculations are based on HDPE, smooth interior pipe with an "n" coefficient of 0.011
1 Round Pipe, Flawing Full.
z Minimum Tailwater Condition; see plan for dimers_ons.
(lW)
WIDTH AT OUTLET+.
3 x PiPE Di4,
RIP RAP APRON DIMENSIONS
Ditch Calculations
DITCH
DRAINAGE RUNOFF
INTENSITY
FLOW
IFS)
VELOC.
SLOPE
NUMBER
AREA(Ac.) COEF..
"Iio" "I25"
"Qio"
"Q25"
(FPS)
ARMOUR
FT./FT.
1
2.00 0.3
6.7
7.3
4.00
4.38
3.94
SC150BN
0,053
2
2.60 C.3
6.7
7.3
5.23
5.69
4.26
SC150BN
0.053
3
11.28 0.3
6.7
7.3
22.68
24.70
4.43
SC150BN
0.023
4
4.45 0.3
6.7
7.3
9.93
9.75
6.06
CLASS B RIP RAP
0.166
5
0.74 0.3
6.7
7.3
1.49
1.62
3.23
CLASS B RIP RAP
0.088
6
4.27 0.45
6 7
7.3
1 2.87
.4. 03
5.79
SC150BN OR CLASS B
RIP RAP 0.068
1
2.96 0.3
6.7
7.3
5.95
6.48
3.13
SC15OBN
0.021
8(from
pond 6) 0.3
6.7
7.3
---
:6.47
4.34
SC150BN or CLASS 8
RIP RAP 0.022
9
11.28 0.47
6.7
7.3
22.68
24,70
5.86
SC15OBN or CLASS i
RIP RAP 0.048
(term
Structures
STRUCTURE GRATE
STRUCTURE
RUNOFF
PIPE TOP INVERT INVERT
NUMBER
TYPE
TYPE
"Q"
DIA. ELEV. IN
OUT
1
NCDOT 840.24
2'X3' (OR 2'X2')
16.90
18" 839.75 N/A
832.75
NARROW SLOT, SAG
PRECAST
CONCRETE
{=ROM
(I.E. @ OUTFALL
GRATE; ORIENT
BOX
OFFSITE
=832.00 INTO
SLOTS WITH DITCH
WhTERSHED)
DITCH NO. 3)
2
DROP INLET NO.2 DELETED VIA REVISION DATED 4-16-07,
TITLED "Land Quality".
'15%0
•
gLO%. GIN;�� `,�'
%. DWICHA .*
#00BRAIN0 41�� v
;017
Date: • Revisions:
7/05/05 • NCDENR
11 14/05•STORM MANAC
5/08/06 MINE PERMIT
00 REMOVED CULVERT
00 9-19-06CS! ' NO. 3
rj 4/16/07 • Land Quality
L) t Z 3/10/07 Land Quality
CC .� 9/7/07 Land Quality
0. 3
0
z Q 4
00
0- Ch q*
Uko cn
U
N _j Y 0
C ao
LJ N Q
D eo F-
W
°4 p
t� o
y N
V1 �..�. 4 U u7
V I - En
r
Q� o13r_
IO i7 � A,
•` -v 1 z
'T 0
C 6
Q U
7OF 13
_. - - - _ T '_ _ -. �' F T r
-- �. -•
.-F Tr', 7 Tr
ITiT!.i 1.11r ' t i,i Ti•r
r1i
�.�4., 1 4'rl
,•j.l.r 1. .. ;: I
i, I.�I I I
ie �,}, �,'lE� •_1 I{
�i♦l 4 '�4 , .y����

N W
I �
EXISTING
o cn O
+
O
� LU
GRADE
�f o
p
cn
+
o
o
Z 'n W
852
848
kn
:3
`D
844
-
-
-
-
'
_
...
�
-
,�
-
tO
-
1
QI O
�-
4
+
^ LQ
14 MAR iN A 4" X 4'
_-
U
�__.-
L� \
-.--
�_�-
(/}
O
-7
-I.
Q
' w
JD PATTERN WELDED AT
iNIE'RSECTIONS
VIA. GAL VA
840
E�
-
-.-
¢Id_
a
AN17-VORTEX
KINK BOLT 2
L.2-1/4" EMBEDOMENT
PIN
_RQP
DE
;�`
_
\
�r o
_
.�
p
�o r CMP
PT -
r
(0 U
O
RCP
2'x12'xl%4' GALV•
_
6
to
U
3
-
L� TO
REPAR (TYP)
COATED A7E-TAR
832
-
-
-
_
r
l/2" GAL V
828
-
HOGPEN
BRANCH
HIL n KW1K
B<x T 2 W/
BRACKET T0.
-
�
<- CP
P.T. 12 SYP 2X6 JOIST
-
CLAMP REPAR
O 16" O.C. (TYPE
$24
—
(T)PE Or 4)
TRASH RACK DETAIL
-
820
NOT TO eeuc
Hrs
—
PROPOSED MASH RACK
(SEE DETAIL)
1
ii
10'-0"
NORMAL POOL LEVEL
400VA
e14.00 ,;
u7
h
,n
N
co
as
rn
.¢ o
o
o
d o
^
ev
"7
of
•r
°� <o p
In
�A
�
��
�
��
��
�
��
��
�Ono^
2^
N
o
17
TI
N
=
0+00
1 +00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00 10+00
11 +00
12+00
13+00
I
CENTERLINE
PROFILE
- PROPOSED BIO-ENGINEERED
STREAM
"
HORIZONTAL SCALE 1"=100'
4" WALL 3000 PSI 36-r RCP
(Tw) RISER (ASTM 76)
DEP7H VARIES
(T*V 8' LENGTHS)
50'
0 50' 100'
200'
BARBED
WiRE FENCE
100'
SEAL OPENINGS WITH NON -SHRINK
WATERPROOF CEMENTUOUS GROUT
ONGU E'ND GROOVE WTH
P T ToWR POSITS
MAXIMUM
FROM
TOP OF
VERTICAL
A 1 "=20'
AS
AN APPROVED
(T►•P)
PLASTERED
AND PLASTERETJ
SAFETY
BENCH.
: ..
;
`
W1 TH MORTAR
1
3:1 OVERBURDEN
SLOPE
RISER CONNEC7IQM^-
SEEDED
^�
WITH A
�rr� 1.'
PERMANENT
iirl ir^ir
1 q'
q 10' 2q'
4q'�-�(THIS
SHEET)
910
i
610
766
710
616
56C
-W
516
46C
410
DATUM ELEI
360.00
GROUP CROSS 0.00 100.00 200.00
SECTION A -A
SCALE 1 "=50'
SECTION THROUGH MINE WALL Ro
Fir
aw-
50' 0 25' 50' 100'
T
2'-0"
1270 FLANGED DIP INTH INVERT
T .1 FEET ABOVE INVERT
OF OUTLET PIPE
HYDRO MODEL 20-10 C SLUICE
GATE OR EQUIVALENT APPROVED
BY ENGINEER TO BE BOL TED TO FLANGE
BARREL
H
LTRASH RACK CONSISTING OF 1{4 BARS
WELDED TOGETHER WTT1H 4CLEARANCE
BETWEEN BARS AND TAR COATING TO
I
BE BOL TED TO FLANGE
s
FILL PiPE WIN 4000 PSI CONCRETE
NOTES.'
ti
TO AN ELE'VA7TON 0.1 FEET BELOW
/) ALL PRESSURE TREATED LUMBER SHALL BE RATED
INVERT OF PROPOSED OUTLET PIPE
FOR FRESH WATER CONTACT(.40 PCF RETEN770N), "+
2) ALL CAST IN PLACE CONCRETE SHALL BE 4000 PSI
STRENGTH
9 28 DAYS.
3) ALL CONCRETE REINFORCEMENT SHALL BE GRADE
60 DEFORMED BAR
4) STRUCTURAL FILL BELOW FOOTING, IF REQUIRED, SHALL
8'
BE
DESIGNEV FOR AN ASSUMED ALLOWABLE SOIL BEARING
RISER ELEVAIn
PRESSURE
1i0T 10 SCAU
OF 2000 PSF
FILL PiPE WITH 4000 PSI CONCRETE
36IRCP
AN ELEVA77ON 0.1 FEET BELOW
RISER
INVERT OFPROPOSED OUTLET PIPE
0 BAR INSERTED THROUGH
36' RCP AND IMBEDDED IN
CONCRETE F007ING WIN 6
_ _ _
CONCRETE COVER
i
4
-
15 BARS iN A 12' x 12"
' n .I
•
'
GRID PATTERN (PROVIDE
e
6" MINIMUM COVER)
N
b
a N a
J/4' 0 GALVANIZED
THROUGH BOLT (rY_
EXTEND POST
INTO F0077NO
NOTE:
ALL FOUR SIDES OF TOKER
SHALL BE FRAMED IN A SiMiLAR
MANNER
_ C'
2x4 PRESSURE
- TREATED LUMBER
04 PRESSURE
TREATED LUMBER
P T. #2 SIP 2X6
BRACING (TYP)
36' RCP
12' DIP Wl7H
SLUICE GATE
2x6 PRESSURE
TREATED LUMBER
EDGE OF F0077NG
— -- BELOW
P. T. /2 SYP 6X6
DECK TOYIFR PLAN POST (TYP 4 PL.)
nor TO SCAU
P. r , f2 SYP 6X6
P05T (TYP 4 PLJ
NOTE- DEOVNG SHALL. BE
P.T.12SW2x6(TYP)
P. r. ,�2 srP 2x6
0 16 O.C. (TYP)
NOTE: PROVIDE HOLE FOR VALVE
ROO TO EXTEND THROUGY,r DECK
NOTQY 6X6 POST 1 1/2" TO
ALLOW BARING OF INTERIOR
MEMBER OF BEAM AND INSTALL
FtlArONE 3/4.0 GALVANIZED
THROUGH SOL T (TYP)
PROVIDE SOLID BLOCKING
BETWEEN JaSTS AT
DBL P. r 12 SYP BEARING LOCA7IONS
EDGE Or DECKING 2X8 BEAM (r)1) (TT)
DECK PLAN
HOT TO 8CRE
P.T. #2 SYP 2X6 SLUICE VALVE
DECKING (TyP) HANDLE W/LOCK
PROVIDE SOLID BLOCKING
ETWEEN JOISTS AT BEARING
'-0" LOCATIONS (TYP)
P. i 12 SYP 2Xs
P.T. SYP 6X6
T. #2 SW VEIL
BRACING (7YP) A
POSTTYP)
2X8 BEAM
3/4"0 GALVANIZED THROUGH
BOLT, NUT, AND WASHER (TW)
WALL OF 36 0
O
RCP
P. T. #2 SYP
BRACING
-
N2,Y6V
Eel BOLT W/gUS71ING
TO HOLD VALVE SIEM
A
.
SOT m WAX
P. T. #2 SYP 6X6
YE BOLT W/ NYLON BUSHING
POST (TYP)
TO
O ATTACH VALVE ROD
P.T. #2 SW 2X6
x6 SPLICE
TOWER COIVNEGTTON
BRACING (TYP)
(THIS SHEET)
®
3/4 "0 GALVANIZED
THROUGH BOLT (TYP)
o
HYDRO MODEL 20-IOC SLUICE
-CATE OR EQUIVALENT APPROVED
BY ENGINEER
!�X1 ND POST f '-0"
INTO F0077NO
8�-O" x 8 -O' x 2�-O" FOOTING
(SEE DETAILS)
PROPOSED P
WA
0 BARS IN A 12' X 12' ELEV.
GTIG PATTERN (PROVIDE
6" MINIMUM COVER)
0 BAR INSERTED THROUGH
J6' RCP AND IMBEDDED IN
L'ONCREW F0071NG W 7H 6"
CONCRETE COVER (EXTEND
2'-0" PAST RCP)
DATU
60' WIDE CHANNEL CUT IN ROCK � +,�� v*••'•'••�+r��
•`�
FOOTING PLAN �� r�`.,CARO
NET ro a *�00�p g �• �'.,�,
878 .._ _ 0+00 1 +00 2+00 3+00 a
868 _-... __._ - _ _ _. _ SECTION THROUGH POND RISER : x 74
858 _ - - - (FUTURE) 20' WIDE SAFETY BENCH, NOT TO SCALE
848 - - _ _ - — ELEVATION VARIES WITH STREAM SECTION THROUGH SPILLWAY (POND #1) :, • :;� '?r 0,••••
838 _
828 _ — ELEV VARIES (25' BELOW SAFETY BENCH) '••,�OgL�p•••••S��.`�•`
HORIZONTAL SCALE 1 100 '�iy�ri ��•s����
818 (30' WIDE BENCH) �rn�
808 1
798 - FUTURE_ PIT- EXPANSION
50' 0 50' 100' 200' Dote: Revisions:
788 - - 7/05/05 • NCDENR
778 - VERTICAL SCALE 1 "=20' 11/14/05 • STORM MANA
768 _ - STABILIZED ROCK FACE — 5/08/06 MINE PERMIT
758 NEON- — • -- - — 4/16/07 Land Quality
CPnstructlon Sequence for Freshwater Ponds as
748 —
ELEV. 745.00 _
738 _ (BOTTOM OF PIT, PHASE 1)
728
718
ELEV - WATER SURFACE
00 0 20 40 60 80 100 120 140 160 180 200 220 240 260 TO TOP OF DAM
AA CROSS SECTION B-B THROUGH STREAM AND PIT WALL 5
HORIZONTAL SCALE 1" 50'_
1774 kv5 1777-777-
50 0 25 50 100
VERTICAL SCALE 1 "=10'
}
10 ° 5 '° 20 FUTURE
I DATUM ELEV
810.00
HORIZONTAL SCALE 1 "=10 '
'
�rl■r■rr����ll�
��,►�
at,�r:Jrrir�►i:���7�
�?r-��
- a
r
�r.-ter.
�INis""
r,
�.■.I.■�■��.
M=
>•SS
��
■�■�
r�t
s■I■Uwe
�1r�
��3tJe'33EL51:I�,F'AiIFE➢#
-�111f
II �11 �.II
I
r���erlt
�■I�u
u=uC.=■��
� �IilluZ`�
�'
�
�1♦
■IiL W 1li��l"J
NEP.
110i1111
-��-
844
----�
�IIIIIIIIIII■
.gym
1AVE■Ne■
■■r■I ■■
■�r■Ilr�ra■�r��r•a
'
ENAM
ILJLL���
e■�iw��
■■1111e■ja■�����
■rlr��
V ELEV
Imo■■■!
���■��■w
��
9-23-05 10 0 10 20 40
�LLAR
N
8/10/07 Land QualHy
'
U
1.) Install and maintain all Phase I erosion control devices as indicated on
J
the drawings.
R
2.) Divert the existing stream flow around the affected areas with a flexible
J ai
a -a .
OR DAM AND 15" HDPE slope drain securely staked in place and out of the way of
m
MENS. AND construction activities. Protect stream flow from sediment intrusion or
y c 0
WA TER ELEV, fluids from construction equipment.
Z O a
U
F THE PONDS. 3•) Begin construction of the Freshwater Ponds to the elevations shown on
< 00
the drawings in the following order: Pond number 3, Pond number 2,
It
CL rn Nt
Pond number 1 and then Pond number 4 using suitable excavated
.L
material from the grading operations in the construction of the pad for the
O W
processing plant and excavated overburden from Pit number 1.
V W
W
STABILIZED 4.) Fill materiol used in the construction of the downstream embankment
N
J
Ji
(n
OUTLET should be uniformly placed in 8" maximum lifts and compacted with a
0)",
-0 0 op
-
Y
o
sheep foot roller to of least 98 percent of the soils maximum dry density
O w C
(ASTM 0-698). The fill should be comprised of high clay content soils
m
free of organic matter and rock fragments in excess of 4 inches in
p
= Q
a
a
PROJECTION diameter,
5.) The upstream side of the embankment should have a maximum slope
3 N
ratio of 2 horizontal to 1 vertical. The downstream side of the
(D
o
embankment should have a maximum slope of 3 horizontal to 1 vertical.
(J)
o
Key the embankment into the existing soil a minimum of 2 feet.
0 'U U7
z
r:O
Sediment Trap AM Seed all disturbed areas as the Traps are constructed
C -
Z n
in accordance with the seeding schedule on Drawing C-6.
o
d v7
00
© 0 IYi Q a
IN 0+00 1 +00 2+00 5.) Do not remove the slope drain until the riser, barrel and emergency > ,;
IN Lin loffin'l spillway are installed and functioning. NOTE: DAM SHALL BE CONSTRUCTED OF SUITABLE FILL Q a
50' 100' U o
7.) Vegetable the face of the embankment promptly after grading with a p
50200 ' 0 ' MATERIAL AND COMPACTED IN 8" MAXIMUM LIFTS, permanent seed mix in accordance with the erosion control seeding 3
schedule an drawing C-6.
VERTICAL -SCALE 1 =20_ _
QD
POND 1 - SECTION THRU DAM 8.) Remove the temporary slope drain (diversion pipe) and allow the pond to
Cm7
3 fill at a rote not to exceed one foot per day to the designed water elevation.
(OTHER DAMS SIMILAR.)
10, 0 10' 20' 40' Q OF
1�
r yy
rrl N'.il ;•;..�..1 Tr Ti r 1'�� 1; Sii ���� T.
f 1 S• P,
S -}�,�! � i = I � S ; •C. -,. ,.1 ., .. � ? � .1 ` 11 .. '!, i F'F 1 �,1 }.illy. �..•{'�'t!�

C O
m
1:
m
r
N
r o
Z
n
r
W
1 -'
N
�
Q
O
Q
C]
-
'Jill
111111111111
lalo
j
mcQo��Q30300cm00�Q0C*��� �z=
a Cn g�� v V ao � �� O a O
ti co N rn a Co.. N 0 O -{a Oo N a, Q 4 oo O
rim
DAVID D. SMITH and COMPANY, PLLC• SURVEY INFORMATION PROVIDE➢ BY, OVNEib
+!!!plfl L.andAir Mapping, Inc. Long Brander Partners. LLC.
Civil and Structural Engineering Consultants •••.., Suite K 315 Red Oak Fiats Rd.
• Peachtree City, GA 30269 Dohlonew, GA 30533
46 Haywood St., Suite 201 A 828 254-4448 Asheville, NC 28801 °o,\d0 410, "i(770) 63t-0903 [phone]
Ca J► Ln V • • •
ROAD CENTERLINE PROFILE cc Ln
Ln ���_ _�
O V 0) C�?1 + i O •
10
AS NOTED Drawn Ely; KMC a rn v o ••,�'iT% •..•
Approved By. DDS ��, M o
00 Project Number. p a m
W 187005 VA
LONG BRANCH PARTNERS
HENRIF'I"I'A QUARRY
RUTHERFORU COUNTY, NC
LLC.

10,
MA TCH LINE-,' q-(31
4%, 5FE WEEF
.6
0, 8'FI-_ W119E K
4%
SPI
RGkN6J?L_, LL WA
P.
--CLAgS- t?
'71 IP 1UP 100', .......
CF VE Er.
Y
�AW
BUFFER
EMPORARY
M
`90',7LI DIA, P MARY DP, )ITCH EXIST7Nq PblVD
GRAVEL 60NUT INL tj 41 UbIEP 'WITH
a N_ WIDE— BOTTOM.,-
10- od, PRbft etIONJ. �UTLET,"&RPEL .4 66,
UN AL)JACEINI OPE; ­2' -SIDE T14
PROPE�T­Y. I
INV. OTAL ELI OUP� 4,�'�--WlDt X- S
'ARj�' INTO-,
jo
LONG— RIP .0 SIT DRAI.,VAGE
RA -,INC-L.UD VG
4f
6urLET.,
fWESH BloOETENTlolv 06ND,
A
....�-­POND= '8169,ACRE5. SEE HEE7
A TEI
CLA
'OPOS�D I`U fUA_J W
6L 41r' IME-
2679 `Cj v, (JN. 'DRAINAG�-ARE�-_11 _T1O-__
0
_GH --NO.-
0 RtS
Vy, SHCET
FT
-!kv
OL U_ -b
13�4,24q, "CU'"
-1 �c
n
-MA A
t
4 19,220 - &U. 41 To �Tdp 4.45 ACRES IrOTAL
U A CRE INrO 0� 'o
z 1. rvlu
. . .... =J. 61ACkts
N6. CULVERT'.1N
E. -IN= BUO 00
A REA x-
ORAINA�IE
ff 141.
0
51 /�'c f V1 ... ...
1. E. Urft 8-M-1.00 CFS
W F i25=>,3
5.69 c(s 0.'4 27.-S PE Q25=9.'-75 CF!�-
SEE SHEET C-6
�2 6 1, 0 c �s 91
Q,
RU�PED .�70 r_-TO
N
WICHECK-LDAM._
74 PLANT_ RIP RAP DITCH
OUMM-1 CLAS LONG 'R 0
f X J0..-:Yjtr
r"(w
'D L' NO.
/P BF 19)
f ET C-6
SEE SHE
ONSITE DRAINAGE AREA INTO
279 AND i
RIES
T.- UNIVAY -b: FRIdUTA
A
TO 15E REMOV
DITCH NO. 9-to CULVERT NO. 6=
A 1. 68 ACRES
PROG'REI
OFFSITE JPEA- 9.4 AOU1
7
11.28 ACRES T07AL
4w
C�0.30
cuLvERr
m6. 8
7 �,Sg.
;10=6.7
I.E. IN= BJ2.75
4W I CRUSHER; Q 10-22.68 CFS
SEE,- 5-
I iloo=9.0
\4 BEG IN ROCK CHECK DAYS Q100=JG.46 CFS
RTCE� A�-BOTTOMI= I.E. OUT:� 832.00
>1 ELEVATIO)V
A
i2 -7.J
1, t 1HEE C- 5
. : 0 WARRr�A Q25=24.70
ORA, /Y�
G�'Dl PON6 #e. 11W
.5_FT.'W1q&
X 4'�) EE W44
_\8 TT
WHE
0 50 FT ON CENTER.
CUT 91 KI 24 �IbE IV E�RYH.,,-
X V,
T -F--
N t Nr U",
/N -ARTH, ARY '41F 1 WfH NO. 9. LTa 5calehou
2 Fr. DEEP WITH A
U 0 OR OF RIP SLOP 0 2.2X MIA11MUM. 40E 01 t C:.' t
WO,,
T W�
SE I"
Y 1 '7
2 FT WIDE BOTTOM,
2:1 SIDE SLOPES.
BOON tUV. 837.00,1
'ONE
bdP dA 4.�gr
LINE WITH EROSION CONTROL
_T
r,� r
(Z�. z f
T EL. 8 70., FABRIC, SC 15081V OR EQUAL,
RD
�o
EXCEPT FOR RIP RAP PORTION OF
DITCH. LINE RIP RAP DITCH WITH
j6UtLE
r BAMEL -"10 'Zi SL6P6­­
ITVAL 'MINING
D5o=9" RIP RAP, 14" DEEP, OVER
FUEL
INV. 82Z±
PRO'O
T.
`ST0hAGE'&'
FILTER FABRIC. SEE ALSO SHEET C-6.
P/T',.. FL 0, 0
T/0
+
o6-
PRIMAPW �?OOW�)5
SE�
Q(TCH NO. I
2 FT. DEEP WITH A
dOkAWAftNT
17
+ EL 870'00
- .1 . i .., . - . . - �rL, __ -- , - . __
2 FT WIDE BOTTOM,
+ EL� 84�, ISHOP
2:1 SIDE SLOPES.
4%, EL. -745�00 PR
41F,
LINE WITH EROSION ONSITE W4 TERSHEd INING INTO
D�A 01 M6UTARIE5) CONTROL FABRIC,
11RD , SEE , HEEI TER POND" #L2,
UNNAMED _S
g'1446' CU '�FT
SC1508N OR EQUAL.
4 F61? PHASE I Ef�OSION CONTROL 'T C
(883' SEE SHEE -6
RING� INITIAL -
"4 "17,235 V U, FTl VOL"
WMI/Nd OPERATIONS.
60-60" U <
CONrRUES, Td 13E UINED, A
TOP, OF
oo A� PH. 1 Bb' f
+ EL, "7445; Ot ONSITE DRAINAGE AREA FROM UNAFFECTED
TRA P. 5 W1 L L' BE, kE0QVE`D­AN0, STOM�WATER EL.;, 714-,/ y
EDIMEN
EMPORA,�Y '51
86b
NSERVATION AREA INTO
ENORONMENTAL CO
DR41NAG Tol
EL. '75� 00
+
EMERGENCY) WA V 46 � YCL CULVERT NO. 6= 7.24 ACRES
k OUT OR, USE AS �o, kocEsslw 00'+ '�"ZEL- 800. 0 PROP S.
LL I BE OLLECTED tN MINE,PIT PUMPED W/o Tt !2 4.80 AC
Otb .922.,00 DMINIS TRA T101V c=0.3
PE t, '_PONDNd 1=8/ �T, 1 "S w 7 ATE, > c = Q. q0,
PI�0 VIDEr '18" RAP;, ilO=6.7; 010= 14.55 CFS
d5O=6 i 7, J i2,5=7_3; Q25= 15.86 CFS
/A
PROPOSED JO �IqE
T
+ 2J. 1 J CFS (0 10) FROM CUL VERT NO. 4
25.20 CFS (Q25) FROM CULVERT NO. 4
%jjy'tj 4
I �'4 4q 31.07 CFS (Q100) FROM CULVERT NO, 4
T
rp i fl 00=9.0 (Charlotte); Q100= 19.55 CFS
BENCHES I ii
94'3 fs �j' 1,4
�Culvert ri.b.1 2�=6M3 S
A- try' '3 90"
t
X�
C-4
X 90 �MAIENT TRA NO., 70,1
+ 22.68 CrS (010) FROM DITCH NO. 9 (CULVERT NO. 7
24-70 CFS (025) FROM DITCH NO. 9 (CULVERT NO. 7)
00
EL. Phbbd 1 #745.
10.46 CES N100) FROM DITCH NO. 2 (CULVF
01M 13 T NO. 2)
_R
CULVERr NO. 4 TOTAL (Q1O) THROUGH CULVERT NO, 6
D 1+EL-
�J'� D 0 0#.
60.36 CFS
E �OCK Bik i iAb ir / ! ( / I
1. E. IN= 849.00
+EL. 22.ff 0 �ECIION WiTH' Is. 6uT= (948. 00 65.76 CF5 TOTAL (Q25) THROUGH CULVERT NO. 6
20' WIDE SAFbY
14w.
FLAkEDr"r'E
<
RIP -RAP OUTLET PROTECTION 81-08 CFS TOTAL (Q100) THROUGH CULVERT NO, 6
-6
SEE SHEET C
Cur SL
I k" ly i,.,
f3la OPE1,, 0
J, f*
-0 -� t��
00
7
62
J
AiO i
ONSI
Tk 6RAINAGE AREA INTO
_A. C UL t'114 TI AL�b�'
00
oi� I, E. 1 IN J84 7. 0 -V
vi.
w
Z
UL
1C ' VtRf NO. 4 -2.6.3 ACRES
3:1 OVERBURDEN SLOOE,,,. I. E. OOT:�843.00
C/�
0
14
F-1
�D
0
�=4
J
_j
IL
.0
10
L 101�
M op OD
wor 8-
1!2 �
F) C3
w
a)
4j
V, -cr)
Z3
A (L
N
b,­. "Y' 'fl-N
­-, r' I A� L 15707
j Aw
00- 6.7 !010
V 0=705 CFS
125 = 7_3
JiIOO=-q.00 (Charlotte)
% 4P 2 FT WIDE 180 TrOM,
5= 7.68 CFS
Q1
SE& SHEET Cf I
N_j - . -1, - - I
Fbi,41'11V I 1 1 wk
41pi-RAP
3 VAJIF �,A
V
%
(WLVEI�? NO. 2., Ll
04) c 6
if LE) VERIF'O f -5 DE& W1 T� A. IQ2
00- STAVARD BAR13ED
rk.
'FEN .2,- 1 SIDE �LOPE�; LINE WIF 1 11 1: 0100=9.47 CFS
PEkMIP BOUNbRY,' I
# EROSION, CONTROL FABOI�, 9.4 ec� FReM QULTeL31 OEEMO fffl-M) Dote: Revisions:
Sk t _E7" -6`6 A, (QLVERT J REMOVED,
WIRE CE
+ 16. 08 CFS (010) OFFSITE DRAINAGE
pr , 't
7
# SC),508N,,OR _EQdAL.
c 6-06-05 - DENR REVIEW
IMP 12
DRAINAGE
'U: EXISMG
+ 17 52 CFS (Q25) Off
40,
# -05
7 -05 - NCDENR
HdME DRAINAGE
MbBILE
- 21.60 CES (9 1 OQL Of M M
# 7 23.13 CFS TOTAL (010) THRU CULVERT NO. 4 0 11-14-05- STO,RM MANA'
2bo. WID
To,
kNTPMCk OD 05-08-06- MINE PERMIT
V w .- -
0 �V UARR 25-20 CFS TOTAL (025) THRu cuLvERr NO. 4
#
)EQ, �7` PINE TREE BUFI`Et�, LVE4T NO. 2 (THROUGH BeIRM) 31.07 CFS TOTAL (0100) THRU CULVERT NO. 4 9-19-06 . REMOVED CULVER'
JARD 27' NO, 3
# 'L ? I qpb
PLANTED,ALONG TOP OF' BERM # E 1
0 V) Z 4-16-07 - Land Quality
V 8 too
S SECTION, SHEET R- V
8�6- 00
T__
SEE'CROS .. # d' W,� r, I , 1�` " &�, Aw, In n
RIP -RAP E.
T) it)
j
1__ F-'G E N 1)
I-Aw CHECK DAMS,
'�'13'0 LF 15- DIA. PRIMARY 9UTLET
5 P
ACED EVERY
A, R
r --k
iiIIlk 7,5'FT RARREL 0 J-08X
4,
V,
AN INA IV' INV.'EL. IN= 856.00
ACRES�
;W) uz, INV.-EL, OUr=852.00
12,
R
EXISTING HOUSE
#
�41.ACRES
am
--"-EVERGENCY SPILLWAY;
4r-
In FS 8 FT WIDE, 17v SLOPE
4
77 V
-I p =.q 7 t1/1
14.
tyf�g�,,M-x 4,:�7
lit,
... .....
PROPOSED WA TER
CL
8-10-07
Land
Quality
V)
EXIS77NG TREE LINE
F_
LJ
EXIS7ING SINGLE rREE
z
< N.� 00
CL M -T
SqRUG
M
0 Lq
z
U0,91p; 0i LI
OBD G2' V t-L VLr- Min U') LL. I
A INTO
OVERBURDEN DEPTH
HRD fix
CA 0
_\__PROWDE 18 DEEP RIP,
=­2.6 ACPES ­`1 1'- 1 - . , , . ­ 61 - 0 V)
25' BqUNDAR A I VA U FA \\I',- 11 - - 11 ti­_ :-� %a
- 4, " 6 23. F5. wft� RAP,
AND
�J A;, i DEPTH TO HARDROCK.
LLJ
Z 7L LZZ//- z
"t10 Jo GE"AREAw-INTO DITC-H N iv 9.4 A6RES T-eFA 00
BFFFER OFFSITE ARE4= 8.0 ACRESI-z
. 44 ..,' t-li 1 0=6.7,'
zi DITC14 �N6."N-4 25
ORA INA 25' BOUNDARY BUFFER
ACRESt., FT, c=0.30
7'.
<
ilO=6.7 00
Q 10=_ 5,2J cf t*0,30' SIDE 3.
77 J'r DRAINAGE AREA INTO
<
0 Z
CON TROL­ FABRIC,
S - - ( i
Ak ' . . . 7 , i25
(INE WITH, EROSION
CULVERT NO. 2= 3.5 ACRES Q10=16-08 CFS
=1 2 CL
SC
Jo
48 025 _,5 6- 7 1j, �F., t -
1506N, EQUAL.
4.s L
0 0' i25=73 CREEK BUFFER
/ ZZ /Z -71-IIZ
C=0.30 j.
C41
00=6.7 iloo 9.00 CREEK ......
4�
Q10=7.04 CFS
0100=21.60 CFS
�46 V i25 7­5 0 L:
14, 6r�:'
o" 425=7 3 025= 17.52 CFS
j- 4-
PROPOSED FRESH (n C)
felt*
E
Q2,5=7.67
F
LANDSCAPED I WATER POND V)
# C)
T
Z
6" DIA. RISER; 00
E".577NG UNPA VED
ENTRANe-c-1
GE ftft
y TOP ELEV.=864.00 ROAOS . ........
\T:
C)
ENLARGED STORMWATER MANAGEMENT
EXS77NG FENCE
PLAN 0
see.,
PROPOSED
PROPOSED BARBED AIRE rENCE
ENTRANCE
I
ftft _X_ Q 0
SIGN INTO
EXISTING
QUARRY IV30!134��W ­_ _11 I �­. I "
77 ARY
CAL V ENCE 311 >
57L T FE
5, ­5
F X
7­0 BAPTIST
_�7 M
- ----- CHURCH kkk" 144"
PROPOSED TREES f
Its
Air 0' 50' 100' 200'
All
POKER POLE
10OF 1
.......... ..
­7 mj� -1;, t' I
k

I � - 11 I ; - I , - - . .. 1, , . �. . , .1 .'! - � . - ..� I : . � , . , : � ., ,."�� - - : . ., - , , � � ­ .
_� - 11� I -. -_., I -'. , : :, ­ �; 1, - . . , r ;, , - � -, %, .. . .. , -,:":1�!:` ; ""; " L; '..,v.-' I " -,�., � -, ��I._;_L. � I ;
� i ---
- . I I .. :_ L ­­ .. _. � ___ I - - - - . ..,-:- , - � � . . . .: ­ . - .. - : . . .1 ...,- ­ i T,:. � - _r,
/ " ,-F, - ­ I . I
, ,� ---X�<--­ .
. .., / / () . ),.� 1�1 I"
.. / . � ,
A .. / 11, t a 7 1 1 1 11_-,L-�_ I "I RIP RAP APRON AT OUTFALL;
-
. � I'll, ,�. . / _,�� ___1__.,_. I J'Lx 14.5'Wx I - I 3 , 0
- . I / - . d � / , \ ,­�-1-1-v ..__,�,_,­ -
,/./, % jV \ ­,,� " - ) ,-).." _1 __�,, d5o=6"
­
�, x _r - . , . 11 . ,
z / J . . I \ 8 / Z, I .�� "
I " ,(�/ , , . A"..I.;)_ - 11 - - . _�_ _ I- "
- �% I \ x " - r�--,­,",, .-
. � I . , , " , t_ ___ � - ., ,
\, -e , / . f � -k- ..
,,-,/ , *
I ly .. " / . 14 � �1_11 �_ �, , -, ,
1! �, �n� _.. I '. �../, 'w I "._11 I ... �1_ -
�,
y � ey " I... . k�,.' � , / . -I/ � , //AANN , , - V��-,,`�I.c - I - I I
Z I Z, 7 1'� �it'__'�­Z_� _--­__----.----- - --- , �,� / " , ,;, - K"��;� �-_-�­�=� - ".. .
.. \ -, - ___­ -''- .,�. -,- 1%. ,_ . ­
) \ - I =�­_L_ __ - " ,� > I ),,", 1.1'k .� ­�---, __\ "
...
*IF ­­\__ - .1
-
- � '
.
I ___., . _. _. _ - , I ,1,-,/,, 4,�t:i�­I_', "'A.: __�. .. I� - .
# ,� __: _ ... _ _ .... I - -.-,-- --­ ,� / - 1_� , . .�-� - � , _-, --,-,, . . I .
. I __� ­ --- _ I, :," :Z--__�­ (/' ,� , " '�­. -
. .. \ , I . . ___ - .--... I "', .. __ '. ., �! ',�­ , '11-
111� I-7' � . I � . .1
�. �!.___ �_-__ I - -_ -'�� ". , " , I-, .. -,� . �
� 1' - , - - - " , ,
. ,�� 5,�?� -,, � i , 1. - -,,.-,,11%-_ , ��N ,'A , .
" ,
, , -
. k - -�,. - - _,� i, "
11.,e , ­ -- ,/ / I I :�� ­' N �, , I,
r , i .. \ I., � \ �, -11 - 11. �� ., ,
,
-
" .. '. �', �"11% ", _111,�. I _,�. - I
1-1 " , . I - ___ - - -� - - - - �' , ,
" ' - - / . - � - . ­ , .1
. _ � " � � 11. .* --, -z_ -/,/, 1" " I IN - . I
# " t -�--'�-��>�,' ,// , �� - .. " �, 11 �� , -",-,-, " , _
, �, " ,- , \ ' - ' , _` ". __' "' "' , � _. I . )
, I ,,,�., I " R .\N 2 - ' ' - - _� .... �V, , ,�
,-.A I I I � I-)- �, .. CULVERT . '�� ­ I.... Z/ y ��, ___'.. -,- � - �
"_A, , , \ . I _-, � , \ ,%�­L_ '. 1% 11, ) t
� � I.E. IN=8 - -:--�­ - ­�/ - 7, r� .. ­1 I , , ,"I", � ­ -
� �, , ,, ., �� 0 i " . �� ,." ­__41- I , , ,�,, \, I ,
.4 1") ., .
,
,
� .
. I _'�� ___��4�1'11 1 1 tI ,
.
. 1� . , ., , ­ ' -,: ___ � � _. -*-i* At I i , S 1\ " k
­ , A* -C __�
� " ��, .. - / ,._�� \ .. _4Lq, OUT 2.00 '--- _' , '�_Zzz - ,_�_ . . I I � 4AW " .
� , I ..., 11 7�___ - - I I .1 . .. �, . , -
) I - �� \ � % .., � , - ,0 . 1- " - , ., �, ...
. � - - , "I I I �
- .
I Al
�1�
� ��,,� ...
.
� I'll I
�
"'VI
�
� I
,
AI�
I
z
I �
I "
I , ,
yv/"',;',
-1
- � :,
I ). V �
� I � �
/
I
,
)
)'�),��,,-,
il� 71
, I'
"
% ,
/ ,
Ile ( " ,�
, '1� � "
�,,,,
,., )�/
-
_ , y I
, / I
. .
u .
�=4
�_�
� .
r r� ��
�j _j
r�� r),­3�
6-A-4 I L I
/ ­1 ) ) + . . . . . -_ . - . F ±� (I � C �_)
/ / ) � CREEK BUFFER . - . �
" / � . =;7=11=11�= k__;;�_ . ,�
j e
I / ) . . . � -
f / . ) ) CREEK .----,.-. � . . --.---..-- - . ��
IN — . -�--._�,:. illilmiLiiii m '. I 1, I r - � ­_ . L, _.., - , IN . .
- " — - ,I 1�;, - 11 ) WWI P, i1rcs_ �, .. I 1� . -�
.�, 1, . .� �� �� i!�,,� \ , .4 .- , ..,-. --- - � �
�, 'I --- - ­ , -1 . - ?, op \ . 1� 11 </ , X ,Z Jw - ­ --- V�J- 02 FPS— -- . , �( __ \ I / 11:..".�
1-1 11 .. \ 11 . - . � L _mw �',� ". I I I / ,p q - . r: �_j E --- I
-
\ � � - � . �. , 1, - - :�N �, 1._7 I'\ � I . . � - __ __ '� , Ir
- 1, I ',- , q - 11 111"%r I �j DITCH NO. ) / " . I., ., �­_ .1- " .­ I I . t , PROPOSE .
I I 8" CMP VER T.5 " W1 \ - � I % " - _Z I - - ,--... -, - � , \ - -
....-
. , . - / . _. . _. ---- _­ I
'T I H - , , . 11. '. - .. � , " 1. .. I I� - I . ,f,, ,/ 1 �7, _AU610ACX, Now 1­880 ­_ .- _ , \ . �?,
. �r -
'.1'.. �.. - -11 � qw .1 " ,M �.j ., 1\ I " !� - I
. ,
'
(_r`-�, N , ­t 112 CY UTFA , � �� 4�_ . 1,1*' 1",� / 7 " ,-.i N, / I 11 11 �_ " I . ­.. _­ -_ - ­.- - ­_ _16._ , � A/ .,� \
� __ ­_ '7_11_,.:1.._ . - . ... rr 11 r � " I ­_ _. I - - - . ...,-., 5 � . Q4
- '�' )11 " . \ - 2:1 SIDE SLOPES. )1)11 F LI" /I / �, " -­ I— __ - . .
__ *\4k# - - / ,1 17ft 11 N ,/ I /I .- ,
.- 1: �',� � ,�'� BOTTOM, ", ­1
, 1, " .
--- --- " .1. . " ,
�_ - ,,�l -, \ - '50 " !_ - I , , / � 'L, , , I / .. � / , , ­_ .. 1) 0� �D
I kAP A T OT L' CULVERT NO."'- 1 1 � �-`� ,� 18" DEEP WITH AN 18" WIDE _X_
( ­ - , .
__ � _ _�� -1 - \ I. E..,.-. W�692. - __1 , L .1 - I / " �
_,�, -1 . � , �,� .A., I . ,_ . * . " j _ - I , , ) CAIS 77NG UNPA WD ­ --- L�_ "--"- ­ -
) .�
,
� -, , .� . ., I / �/ � _­ m/ _
- _�� � � t. OUT=8 . - - - ,; *\\ , , I . ­1- 0 , ---. __ ­­ __ ..
� �2.66` X, I 1<�. I I.. )
- -:� " I , __, I _�-'). _­­\,�(,. ,-, -, . -, . / '. I LINE WTH EROSION CONTROL X I 11 1. / / � _­ 1� , � I ) 0
� , . I. :'��, . . ROADS
) -1 " I ... . ,,��:. - � 1� '. " \ � � / `1 ­- / I /1111 . .
I
\ ,.� ... � T - 41P 1 ��., .. I - SC 15OBN OR EQUAL. ,-< I 1XII, 11 .- `_ __ / I . 1! I I I . _____�_X_____>17_
1
( , . _,�.­�, J" ,:�10. ,,_� ., �,� 1. 11 SEE SHEET C-6 I.- . I I V/ , - �.,­ / , __ ... � / / , / t, 1. i 11'/, I I � EA7577NG FENCE u
­.- _0 c 1'� 1�� ,e '. - . ""'; ,� '1,� __� - I i. �' I I I .
� -.,.-. - � � \ - ( \ " I )� �L .'-' - �� I j ` : '' '' � FABRIC, I / / - . __ .- - ._ . . � / 'J� I . Q_-� <�
I �"_,_.,), .4 .", - _ 1. '- L'' 11 I ", 1� - / � / 14K __ � ...... 0, , I . <��
.-
\ ­1 . � i ­�k . � " , ", . , " "., f I � , <1 .. 130VNDARY . . I .- , ) .
. 11, -) ­ � 11) � � - , 11 I \ �, <>- - Y.- � . 11 I'll , PERMIT, ,0 14 .. . . / t . _ - 't ,� I ) PROPOSED BARBED WRE rENCE � ,'I x
, , , �( ,� �/, , - �� , r- !. �. ''. /
1-1 . I i � '.. ,.;�, I 9p , / " / , 4� .1 / "
. � � 1�-� - w W . I
1\ � I ,�j J/ __ y .. 7ki . 1)
, / ) 11-�_� ,� .11 .,� I \ -1 \ Nt \ , I - , � '1� i , . I "77.2 ..
��11_11� ) ** , '. � , . -� , � / w
I � ��_ 11 ., _Z r-)
" I N � $" . .. N ., ,�/ -1 .1 I I . . ) , � _____
I I- �, - ", � i I ", � \ 1'� I , . I "-. I '/ 'Z./- � Z.._K� 1�_ _. 11 - � sIL r FENcr Sr --- SF ---q Q4
- 100�10 >1 - . \� , I . * � , " . IX - 11 � I < /'�' , �� 7 ... _. � - E
f ')_� I,- 1, 1)" -1111'"" / I � __ - , . _
o" a ,as > I , ': ".. , �. 41W, ' I - , /' i "' / ///"/ - � _ \ I � �
.. I 1, I . I .,.� I _11, . /) - / . �_ - - 1-- . ___ _1. N '_ _­ - _1_. J� I I ( . � .
, ,
. �
.. � I ,
I _." _��..11 I , � .. �_ 'Ay, "..'' " "., - / / - .. ­ -- ---,-- � '11, ....­ 1­ I �/ .
Oa 11� 1) -1 11 �' _... - ',-,, ..
� "' . , - � ,_ ..- .
/ "' , y -, � ) \`11., � /, , , / -
, 902.9 � I , �,.,,_, f. 1.,�. �\ A \ . , _fy, . - _ - .. _ �, , . I 1 �16,
c / 1. I �, %. , 1. / / ,,,, I , 11 _ �
I / " ) I 1� I I , � '. '.. 1� ., I . __ . " z ��'i_
0 .,f.,� 0109904. I 1� 1� �i , -, � � "\ I . " ,/ �� ".�. / / , ".. PROPOSED TREES
� # � x � 1. I ... 1-1 �)�\_,�:11,11 I I , ��', I \ IN . 'k ,,, I __ '�, - , I �� E� 0
, , -,. // � -_ - L... ._ ". .. - . ­� - 1_ - � / -
.� A I . � / .. -.8, - /".
I.,-) - ,<(, - , ", .
0 / ) \ N') 1-1 - . . V \,�_,_ \ ."� \( .) \ I ( \ � / I �)j / ,/ � - - --...-.,. _ _..... - � I I I iT 4-�
. / �_ . � \" 1, j ) I .16 / ( - ------ '_ .. "........
11 11 I N\ " 1�1 1, " ))- \.. I . 1. / . " I ", ... __ __. f .1 ).. �
::: � . , T , I _--f- - \ * .
I ., ' � �_
7. 0 ) ** �1 I I 1� , ) . - , I C-) 4� Q4 .
\ ,>1 \ \ , \ ( \ �, 1�,' ", N%1' \ '\ I/ . � j � / / I / / / / '�,, 1. $1 �
I vk� 11 \� I . . ) / < , ( / / -,,-., / .- �, ­ _­, 'Ne, I
A � � , "I, I x 1 ** , . ", . \ � .. / " ,,�( / 11 / - . ) X . . ". - .. ­ .- L, -,- ____ _ I ­ __ --,-. I �� POWER POLE _& �­� ��
" , �
�
. . -
. � ,� I �' 'T '1�1 1"� �, I \ � - - . � / ( , ., ­­ 11� 1,, I " .,� . PROPOSED 20 FT. WIDE ROAD.
/ �rr , , �' , I/ �. : I � , \ I ) � / - I - ­_ ­ ..- ... _1 � I � .
�
kymm,Acy Nir(i'r a Am ��, -1 I . � I . / 11. .11 ... __ _% - A ,I,) 'I ��,"--\-\ L, \ � j '! 11L I I I / '/ / I 11 i;rl �,_"._ " / , �1.1 I I ,�. / ,_ .1. I, " , - . � __ �, I . , � , I * T \ . . ��, �� ��,
."'.1 ,.P, \, , \",� "I If/, \ <(, " , I " #I / � , � / 1, _,� I .1, SEE CROSS SECTION,
,� -, ,, I .. � . I , \ T. ", , , r i I / , I ,/I ,.\, � , " / � , ) I - , , I" 11 \ E-t
,j 10 ON 0 1140, , ,� / / '� , , I r /,� - - - , � �, / f / / I . , I_ - _. , I .
I I/ / "Y' , - . - - , � -
1'.�, It - FJ"7 (� -I ., , / / / 11. , I - _ _ ­.. ­1 I , \ _-'1�111 � I � / , I \� _T C-8. . . . <� �
.�X� -,. " _- \ \ k -\ I I \ 1�'/F.. �, ? i ., A- - __ . - ­ ­ �J_- - , SHEE
- . , , %\ 4 I � I - / I /
'*f " -, I .),� � � � - _., , , "
- �. "I, , , / / I 'A', �- .1 ) . / ! I - 1.,� . -, - '. , ,',\ \,�C_l ... / . I � / 19 I .
I , - . , ,
, I , _', - V / I / � ,-' / ., , _ \ .
. A,,. _f � I � \_ - I I - t - " I N
4#* / k , \ / - .
. " / / � � >� > I � � � " .� I , ", I �' I � I I , , ., I , , , , .1 14 I \�� . 01 / I / / / , � " , , . � - - 1, __ - - - , � -% " '% ­ - " � � .�� , I ) J, . . . � �:)
-T-0 < , , /
- . I � I \ . . I.. � � , . � I .
�4�_ -r- 11 , , 1�
-i I .1 I - � I ,pt:. / / / ) � , _ _ ­' ' ' - _ __ __ \ - 1, , - ,,, � �
� - . ') ',f " 11 I ( . V / / 3,�� '�'. 0 , ,
14", 1-11 / - __ - __ I - --- ­ % � I , . , .. - , � I . , L , 1. I - ) - . "R 1 . I 'SP .) . rr-', Q4
I- . I , � \1� I I I , _, _ __ ­L
I " \. �/ -
. ... / ­_ I '�,� '� �',, � ., . \ _ \ N.i!l / / �/. `­� , 'el -I _., ­_ . -� '�, � , If- , " � , .
e , , ." � . " .-- ­ Ilk ') ),� \ - '� , �, 11 , , \ I , `,,� ( � _ .1 - .__ a . ( \
� . % � � �, , * � , I X " / I I 1 �. - , .
- I— I � � � I V . / / / I /' � ­ _ . . . " I .1 I - ­ I , .., , I , " r
, - _. . . . .
I / �­,, I / /' _ .., , . �., ,� 11 , _ _ f, - .. 1. � I 1, 1/1 rl .
I- - . , / ,/ � ­1 I t , �. - , , , �-�
. I - __ ___ __- , . .. , .1 _ �, I . * .11 . It � �,�\\ , \ .'r � A , I I .. . , I I , I / _', .'­ " 1, ­_ �,_, I __� ... I T. 11.� \ - _. ­ ,� " It' " , �4
1_� / ­ / ,.zN \ , ,�� � .() /' /-- - 1� , \ , * � .
__ 1, � ( � � , � "', , % - � � , I . �1, �"" . -4 .1 I / , . " . , �� % ?
­ I I ) % k �\� - I a I , ; / "I I . , .
. , I % � I � , , I , � I, � - , .1 _� - �', - " \ � / - � . (1� ��
__ _ '. . � . , I �� �', � "�� � � 11�\ %. I '" , - -\ " , " . / i / / I "I 1­ 1- "� _� �. 1, __ . . I.. � ... �, ­1 � ., I '. t
-0 - . / - / I/ I 1, ­ .1 .... 1". ( - . - ­ . -.1. . . ,_� __ . . % I .. 1, , " . � . . .
- - 7 , '.1 1�1 ), 8132.6 / 4' '1*11), I , (
� � �._ ):: / _� I
-
r � - - - '1�11 'p , %. , � , . � A, I i m / / / . I , � � ) , V \ I .
- - I - ".,1, . ) 'j 5 � z , , . � / I -1 , 'S.. '. � .1 .. - I I . .. I - . .
. I .1 ., �' , , . ) . "-�­(-,-"� ",\ .
. I � . I / � I . ­ ,
__
__ "" . ,_,�,­` ( -- ---- -, _-, 11 1, '�'--, '1� % - , . - '. I y 0,r� " / �/ , / , �-_ . ' L ( � . $ A.$
..--.DF ,3r IrRug", .,I - . , , , ) I \ , ,
'N . / .: ;� . I v � " / x � '­ . () .
� 11 ,f , I 11 . " , .
I . 11qpF I, .1 , 2 T,., I / \ / / \ ) - ` ­ . 11 I I I I'll. I . .
. I 1. / I / � . ,,,, .. _. I—— -.-- ,­,,,10 " � .1,11 -
- - - , � ..
. 'F ACM)RA , r , 11 � I 11. ),. I I N I ­.". I.. i '\ -I' I , / , ,r � I UNDISTO�86. � '� � __ - �� -� _- . . . ­­ . 1, 11 � �! .�, .
/! I , I VVIIR; L, I ". -,, 11 - 11 / ! / I- I, I / / (� �,, .-,- - e­­-I ­ .. . ..., I � * " * � . . .
I " I'll., I I "
,
__ I .i . I �_.,. ) I .K. , ,�, / r/ , I / / �_ �11 I , .. . .. . >/1. I- .
__ I I . - X, %, -_� 'K ". -- I . / I /)i 2 / ­ _. . ; " .
---..-..- ` , -.-- - __ - � ,,, , " -i I Q �i i. � " - 111'!iq _11r ell,, 1, , . " - . I I ., 11 / � " (, , . .1 - � Yl� � - .- �_ 1
,.�2 ". /I f-f 4-f-r ..", . I . � , ", '� , , N.. * ?, � � -A �, '11 01 /�, / I - _ .. - ­( , . � $,',
CY NOTE, ­­�_` / ( I , , \
­.- I -,��_­ - _� , ,f " I � / \ � Ap, , I I le � . � '17Y 4 (I , � � / \ �L - I _)) - 1. I- )
,_ 7F -�­­' � � � 1�11 I 7 _. . , I/ I I � I / / (( I . 11, I . . � ., , , " / . ­ . . * C_�
)__ ., . . . I.. , I � \ �'� f-% \ -6 ` 0 " / I /\ _ __ . . I - L ) .
-1 j .� .1 - 1. 1, , . ", ", I � - . .. I .. .14-1 11 ) . , � , ­.1-, , /.. ) 01TCH 140, . .
. " ". .- � .1 .: .. I L_"., . V I .1 1�_ �. 11,� , I _... ( _­ I-, . I 8 . I I ,'. - DE . .
-( "I ) - ­ , I I , � -1 . . 1­1 �, r \1 \ i, I � x . - - " / , / ( , '.1 ­ ( I., 1\ - _,�� �, � � 11 �. 1, . �j 18 EP W1 TH A I FT.
r I , 'I I - , � . . � ,�' I % ; - > I 11�, I.. ­ t I'll // � I � I / \ _. - - 1-1 .( - _'�, � -, � 1',,
_..� " " '. . . '. - � \1\ I i - "e / I , I - I I \ /I "'
,,, � . ", � , , . ,i qmf) 11 V / \ _. �
,� S, \ - \1,�" / . . x " , / I / , / ) 5� f 81 . '' I
�11 I . I \ I \,�/,,. . .. , , � ) - -.1 t , ( - r � , " I " �.
.. . I . - \'S�6 � �.\
- 0, .. / . I I � , 1, �­ . /, � \ � \ V, .� ""'k" I /I . , " �% " I \. , c L� WIDE BOTTOM; 2:1 SIDE SLOPES, .
I - , , I I - �: , , \ I - I I ,� " .�., �5.­ 1 �, / �') , . __1 � Y lii,�-6 -6 , -
I
__ __ ,r,,� g % �, _,� " , . ��. I " ,�� . X1 � �, �� Arl\ " k I I I �". ['. �11'_, (" 11 / \ �, �, ��1_1, m ��
��.. r - --.,. - _­ 11 �� �. � / � "" , 11 ! I / � �, _ I � ii V�i , / LINE WITH EROSION CONTROL
r " - - . -1 . . . ,.f I I., . . .1 , �, '. , fl, I . Nf .- / / ,� ! I , 1, ­, 1.) I __ I 4 I ), �,
-I- w � I .. , , " . 1\ I /, �\ , 1� ; f , , \ � k . , , " " I \ 0 "
I x - - \ I` .. 1, . .1 1`__� I . " 1 4 / � . I - I , I/ ,_ , , I /\ \ 11 15 " 01A � , V � FABRIC, SC 15OBN, OR EQUAL
z (' I __ 4� ) . , 'IN . _j
, - , ,
, ,_ '. 11 I / I.., \ 1�, , I �, , / I 1, �,, I I I - __ L . 16PE I ,
I It L , % / I j , I- �, ... 1. � � - . I � 1:1" 1.1, .. . " '. �� ") - /I / I �� ".\ ill, - I �S / *1 -, / / 71, I , . \ il ` � - /_ _ -­SLO)�E DRAINS W1 TH ,\ \ I � .11,� i "", "k � , I \ ! ,� ) . 0
,
1. I . -1 -, ", - ,,� 11 " �. ',�."/ / z I f I , . ­_ ­ _ ,. , '�'�_. )�j ;,� L1. I
.1 I . I , , .1 i I I ;.? L, - - 1. _ 1,� t L, \�� I / )
- ,�-,, - .. .. ,.�, / ,- ,,, A � / _�_ _-, ,7 _ I 1i
1, . -, .1 , ..., I I - .1 / _1L !- / - �,, ,.,- ,� '. . 1 21. / ­f . � � .\ . . - ',?.� FITTINGS; I I "I /'., , ,-,, / �
,� __ , , I \, I - . I �,�,-, . ­ 1\ _-.1% ) I I - L" , " "' , " I I t - A oo., . ( I 'N� I �
e� "\ "Y , " _
.� * / \ � � %. \'L, _11" EE�. ,
�,/ I li� � _ "
. � " I
I , / I . , ,��,.,,\�) � $ 1 � 11 � , - ,'.\.,. , " 0 ,
,\\ : �-A -, . I.. - ­1� , �_ . �. � " : .. 1.111 ( 1�� ,� * , / __ I - " - _., . - .. _�� ..- -,-. .., t� I I ,( �==�
I ... . . .11 ii "�., .1 f ... "
. . I � t � I I i - 1_ _f 0.8 AC. DIST, .AREA EA. ", ., % y , ,
I 1. 1-10 I 11 I I .-, . " "I' � � I . 1'��_ - -.,. - - 1- �­_­ - ­�� w��', z �� I "
I . '. I . . --PROVIDE 12" HIGH X 5,' - ,. "ti,
. . . I - 0. ;. .0 .,� , � .� ')/,., / , �v * " � ,� � I I - � ... .) k NO TE: .
14 I ./ ..I ,�L­ 1. -_. /' \ ., \11 ."I ��_� ­ � �', Al . � I , \ /
, � , � I
. . ;�� - , I,/ I 1- �.�r­ 11, ( ...� �, I � , � � �
I . ''I - _. - - \ � ( "� ). �"­_.­, � , f I .1 . ... 1.11 - - �. , , � " V �,.__' '.
_. ­ .. � __
.. , I . � , , ' , 11 t � -, , I , � I I I , -11 � ". - . . ­_ _', .I. I � � \ REFER TO SHEET C- 7 FOR CONSTRUCTION
- 1�'11 , \ L. "' il ... _� � �/ \ � - .1 %, DIA.-,-GRAVEL DONUT 1�� ,�.W .1 ___`<
. . . �� _'� I � �, _,1 �., � \I ____ " A" 1, , j ..
. , . I .<­'� ( - �__ _ __ - __ ( __ - - . � 1, '0 e, ,
V", � �,��.�"<X;1, �� - 11 ." ,.�, I- , , , " - , - IN, LET PROTECTION. . �, � � I �P�!§,'� 11 .
, -
I ' ': "' "': '' " �� , I ,_ I" � I . , .1 I 1* �( ___ - - -� _­ " j 11 I \ � -,.) ­­ �_ _-Iff \ � ,� 1� I J., I - , I � )
, , �,� . . _�, I �, / � 11. � 14! 1 - ­_ s � ,,�j , ,
� � " , , _ � a
'. I TINGL POND �"7 - , .� %, (�, 1� � � " 1. _ .1. , ­_ ',- i, ,�,� . " I SEQUENCE AND DETAILS OF PROPOSED
I �. - . ! , 1i " .-, ". �� , k - ­ - � � J I I
TO 5MAIN �, ' - * ,,, I � \ �
.
.
. . . I . tX15 . RE . i . , - � , -1. . , 11-i, - ,.", , �. ,.� �� ", \ 1� II�, �' -1 .1 � � 1. 11 1-1-1N .- " (_-�,\ % � -, 1,1 " I , . I � I � ) , .
I . '. I I I 1. _� . . I I � '-�, �, 1_� .. L_ �11 i, 1� ,I "I i
INSERT � " , I . - - _-, , ,.% ,� � I _) "., .,..-,, .. . � /N \, - , \ 1� "' . .", .." rj�o, rr" MA, pm , ��, I � _` FRESWATER PONDS.
�
� ­.` --��,-:7,-"",�--V.",�, ­_ _�. .;f , - � .
I I I .1 . �. , I , "" \ - � , , , , \ / � � _% I � �._ I 'r 11 __ " Im , 11 ,� /
I . ,�-- ,­1 11� , 1. f _� 1� I N�j - . , I � ,
, L 'Lq� , " ,
A. 53.50 .. - " . '' / '. ; - .. ,�, , , - ,,� ,_ -. , I 1� . , . ) � I -, -, .. -:, � N "" 1\ "I '11, \ I I _11 . I i 'I , \ " Y" I mom'if-,4421
, �� , -, ,� , \" . " 1, '. i 1 09
REFERENCE FROM ST " � � ..T 1,..'� ��,, , - " ,� � .,e �1_1' _', t "I / , I , � I . . \ I, __­." I . '. " /
­ I � I/ " " , 1\\.�­� � ", ",.'- ,� / . JI � -, . � -, , �� " .. �, 'I ry F ' �1 'j�i,i,�t"(uq . _j
I " .� . � " " ,_ -1 . , � - 11 - _�, � IV .pm � (1114.84
"I , . .,' "", ,,, , . / I - ENLARGED S TORM WA TER J
I '�L�'.. % .1 . '' \ _
� .
.. �.O` �, , _r "I' '_�,., ,,� 'I, 1�"-:� J� __.� , `�_, �. ; -,x, -.-- * / I I I 11,�1_11 I �� .., \N -, �'(// 1+ � Y _j
I
. , , r �Xl\ 1. I i-I I , .1 , I -, 1\ 1, -.1 � ­kv 1". I � �
� " f � � " , � �,. , . "�. _"' d_15 _., -1., - .�, - -�.�" . , .._ , I �' " � ) I �,
. I-. - I , I I ­ ­­1. - 1. , I \' N 1"k 1"."', ,"If,',\ .\\ �, ',�� - '� '� "I. tl/ � '\ k;
. - ' L . �� �..�)_ �1. � , ­­ I 0 N ., 1.\ - \ . � �,_... ­ ­­ - ,---,, , T� A I k.
1 7 � , � � \-��.. "Y.41. llSii\ I - 1. t �cro,,
'.. - I I I . ,.,� . . I I , " * 11 I I � I . I __ .. � . ,..."I ;1 // � � '11, . .
. � .1� , - � - ,
.
- I I 1, I � / I , � � 11 __ . - . L iA
. . �A. \ " r, �\ � I. 1, \ Nje j ., ,//
. , \ ',- 1 �, "N'...1 I. �, , . �1) - , _ 11 � .� �, " I �, - 11. 'i � I , 11 . � -,I-.,,! �1--- \ _�.,
. / � � , ,,� -�,\�, , � � , , A '. "I * ,�)� �!` � i�,, 'L, . 1 �
I � ." ,�,,�, �, . I I I �,I, I \� 11\ \ L\ \ . )) MANAGEMENT PLAN
� ". , � - vm "'.. , \ 1�1. _.., r 11�1 1, ,
I � 11 I, ., � ��L� I.', I '\,\­, \ , \ , ., I "I i" -,�,,, ­ -- \V )xj� I -
I \ , - I � � I - - .\ \ . . , 51- 1 r., L.11 I I'll, I , , a �', 1
,4 _ " 1� ? N -1 11-1 . �� ,I " , " i d-
, , , I ) � Ix cc
,
,
,
�
� � �� \ , , I , . - , , .� I R
. - )_ , .. . " I � , I I _­ 'I, \ \ ; /,1 . e _/ I i
,
. I . _,�%,_ * i \ , _
.. ": � 1. , �. L.� w I- � ,�T'4 I \ I � '111� . - , �1 -1 "I' � '. '�� I �, f I � j J SCALE 1 "m 1 00
., , . .__ - ,
.1 . , , .1 1. J /'" / f . z -5-
", 1A3 - , I ... I - "" .1 �- .", - 11�1 � , . V
r ,�, I I I - i , "
. . , ..- I I . . I " - k t� � � \ \ - __ ___ _.. - 7 I I j­0 � I " , ,� � � I . .
� ; � " , '! _� " I I --
-
, �Ilt 441) I .1 - . , '! - -! �) � \ ,�, 1. , I , ­ ... 'k, , 1, . ) . I' 1�` ��"J�4 i 17;5�1 A ,
. . � � � .IY. I I � f '. " I I . . ) � , I , , __ I , c I ,1. - - . -,. \. " I � \\ � I . / _ _. - . �, V ,( � I I , I l'i I
- . . . . *e \ " -1. . . �, , .., , �', .� . " � ., ., ,�, �\ 1, , � - I - , .
I � ;, I . . . 3 * \ � I- \ . � ,�
.. . ... I I . - -,I � , , \ 1�1 lk , I � t. I I,1, i, , I wk," F4%4 JLL��I I a gr,
. - 1_". . . . . . .. � '�. � . . ,�_ k I N ,,, , 1:� \ f I � - �/ h, . I I I I A � IV W
I . - , � . .- . _ . � I I I � \ �� J, t - .. "'I 'I- _. * \ I \ I I 1, . '_ I -.,::: , I ,,� �,� , I I / ,
� � � ! \ I .. - - BU . -
. I � ;15,,�, 1 - J, 1,
11 I �, __ ­w !, .- . - " - I . I . . � / I .. Vj � r0\kA , , I . :, X 1 1 � I I I t � AV .. , � I ... I .1, 100 0 50 100 200 � rc�.§
- '-I.- ___1 / I � . - � . _.. . . . . . � , -,.,I - . � ", ) , > In -cc a
� I- __ 11). _..__� / ­ , . - .. , � � i � . 11-, I . \1 If - � 11 ;1 " `1­ '�11 . .��-, 1. . * / 51DE A&A-SUREV, �`RQAf \ -11 % " k �� � �, I 1� X, , a _J;� a t
. ) %
__ _. 1'� _ _' . . '. � I L 1__T ) � " , I I '. ." � I '. I I _'..., - . - ,% '_'\ . �,� /V - I- / /
I . . 1�11 .. . , \ \ -- t�tj 'L. \ �, \\ � I , 1�,�, ,� �, . . .
- , % " ',_ . - .., / I
. �
- , , . � _-43 - , 2-5.­ B0 -8 ... "VNI�E 11f?LFF11q . , I ft `11 \ I- - .., ­ , � I t, I . .� . , , , , , � 1 CkEEt( � RA �K, \ . �\T � Iv, "Y � I ; I. * ,� " I . ----.<
- - 11 .- - . I V, I
. , . I- �.
__ 11 ___ " UNDARY UFFER � . ) . I ,_ _,� I . -,.11� n\\ � � J
- _.. j" I., . . , . " '... I I % ) � , � . �! _ ,)/. . � I , , `11 I .11 ,r, , , �� /L . � .
­ - .- . I I `
� �, - 1. ­'. __ -.-. . . .. �1 tr( � i. , I . I 1 'IL ( * , \ * \ � 1, Af, I � � . ,_
� '
.- - -1 ­ SUV (tC(71.TVAf,Y T-101'P,'. " I " I `� I I, _�
- - 1_1_�, / � _. . . . . 11 � , � ". � . .... � � \ \ \\ , ( � I I" I , 7,vl! 1� � � � � k , % .� .
, .. I � " � lt� ., I )(11 , 0 , `!�� , ,7 ,
I �, .
.. . j , . I N 1� ) I / -Z .- ;_
. . cc
. I
N . . I L . , \ 7", , / . \ �� < , � , . .
. __... � _... - 11. ___ ­­.. 1;4- 11. . . , " � , * Pkopbs'ED kol m1x CONCRETE
. , / ­. - . . / \ . ,�� , I / . I * � \ \ � � \, � . �, ,,�,,
_ ...- __ .4- z , I!"" .. - �,�, .. I C., 'i I � ( , 1, " �, 'J , , ,� - \ � \ \ \ 1, . I I ,.,
-./ . _ml�w I I . , \ � .. � - N �. c- .
,
- / ,." __ ,/ "/� - . . , - � � 1. ) � , I , � / $1 � . , I x- �r . I" � , �
'p ­ "'
- �. . � I_ _ . � \ ',�� I -1�1 � ", 'V I \ \ , 1, . . - f , , ­_ -) ,.� L I ...; - I I - PLAN' PERMIT�ED BY OTHERS AND .
.. �� . -) -,. .. * i 1­ - �_ T .
-
I _ , ­ ". - .1 . ­: --- 1� -1 -7-, / .1 , '.7 Tr- � j1p" P�_ � 11 - - ..- - 1, I " A \ � 5 - .1, . *1 I . � � � � \ �. \ - \ , , � I I p
1 __7 i , - .- _� -1 , 11. ,o� �, - b
-
!!__�;�!7 "-. � , "I , - i -,-
/7//' ""'-7 -, t",
, , �� ,�
. �
_.�. _. -, - , \ � � � & '
_�_/ �, X " " / I .1 I I : .. _ , , � , . � .1
.­ . \ N '\ . --,-, _�,. " r� � .; � / NOT! INCLUDtD /N THE TOTAL
. ­� _ __ ­ _ , " ." , , , - . I' � , I r � 1, �, /I ',,,�, '.. -, k I ..: \ F, A, [ __ -1/.�Vl '[ I �/ r� , /
I— I -..,' ­11 � � ., " \ ), _-- '­­ , � I . \\\ �\ ,__�
---. _. - I I 1, I., _J1 ` _.� . � _ ". . f � � - I � � t , \\ �1. 11 : - 1, A" � , � � I . V /?� � � � - .
I �. --- .., I -- ----- 1�_/ ,�.. . , � . � \ _. I L , _,�' � , , , ).. , I __1 . * � , 11, IL L�� t . . - � m
- -,. __ - _ - ", _/Z�l " - .1 � V 1, r � � I � � 1\ \ I � " _)11/`v , �
.. - � I
,. I I . _­ - ­1, I / , 4, �1 . .� I I fl,ki,A � /.,,, �� -t I _, ­ . � � 't I.. .,- I . ,. � PEW�;TTEO ACRt4GE FOR THIS
.�, .1 . . I " , �. I . I . I I I � \ \ , �'_ K 'A A'- V. I � � � , u_
_,,� /,x __ _­ ­ \ .i . I � ,-; 7 , ) 'N ,� \' , � � )� � �,/ � s
'. " �< J �11 I � ,i\' 1, I , ) .., f / ­', \ � I I � .
, I �.I_j - ­,�_ , ,, :­ / " �7 �, , � '
. , ., �.., - ­1 T �� 11 I I . . . I.... � y
.. "' , I � �Z, OSL OF SLOPE Df?Aj� ,-- ( , "
__ � . , 'a"it- . .. , , if ) 1 - ,,.-,, , , PROW � RIP AAP A) . � / 6 ,j '-"
11 - --,.-, ­ - .I.. - I - , , I ji�;, .., . - - �� . I ,.,, \ ' ' 9
.
.
-, - . .......'� I ­_ __ . � 1� Fk4 �) 113 i-' a . �­ " " , I - , < ,-� I - c,R6& T I � I � \ \ ( \ I \ � . \ \ N � %. , v - ) ( � \ \ ". I � , � "� UtW117AL. �/ .� /I . �- 4
, - If. , , . '.. ;1 ­ \ I ___� � - -� -, �, - - ,< � I . \ N . --,..-, -\`-Y._,,11,, , .
.- � � \ .,\
1- ­ � .- - __ ___� . _. - . - .- x ; .1 '. I - _­ , \, " L ? �_ . �. .- _'.. , 1711 THE ;., 411 ) I � � I f \ � i ) .� \ � . �'. \ \ \ '. ,)",_ �_ ­ \ �\ \, . _ � , "I � � mr, !'.,�.. . ,­ , ) ,.-,. ( ,I
_ - - . . ? ' - � ­-, - � - _ , V.-I � � )�, � \ I . � ", � / /']. < / . + A
'L - __ �# _,­' -, I I . - ' \ \ �� Y I A-11-, I P . , , , , , )(� \, � \ I � I / / w .11 . ,
. . 1
, .
. . - I , WI�I� 1\ . I., � , _ ,; '.
_. .._ � - �. I-.--- - - k­ I � �, . - I— -1 _�_ I . I 1'�.25'W X 1. IJO D I 4. ) - �, , , , �
. . .- . I I - . z , I ,� I 11 \ , L
, ­ I � .L . � .. _1,r � � - - ­_ I , \ � , � / j . .5 .
_ , , , , p�` � - CL 511-1
.
. - -, - '' - ,.i�. . I.. ­_ , - � .. . .. . I.. ., 11, .. � 11'.., . 1,(.1r I" I ., I -,� ) �­ ,,_ I � - I, , � I " 1 . , i , , , , � ,t � , �. . " I a
. �_ . -.-- _ - ­ .-----. --- .... � . I I - �j .- 1, ,� ( Ir e- ,­ , � " I '. . � , , �: . , " , I ) I , I
� � .. ..... �� ... ..-. - - 11- .... . I - ­­­ �, _., , " I I / . / / k I " I \ � \ , " �j � ,v`A M a z ­11
- i / / 2 %I)
M.
. ''I _ . .., .1 . I .. - . .,.,. I I 1­ L) I � .11 11 ­ I / �_ 19 .�, 10
­'. , - - ... .. I ��, . I I, k 1� V �­ " I t --- . <
I - - L_ _. - _ _. I ...... i,_ I— ­ �, , ; CONSERVATION . ­ . I '. -1 , , I 1. ) %.. 11 1V I i? 1� Y_ , .1., � ) � \ ', \ \ \ 1\ � � , , � / I I I Vg .
- . '.. i- .. � . . ­� L` �7�k`l '. / \ A� "'i i ( r,
- -­ ­, \ ­-, - , - - . - _; � . ,11. - \ \ _1 , . ( � ,; REDI M)X AND ASPHALt PLAWISI; I " . , A . ,- , ---, \\\ , q , , �- 11- ��, ,­kv( �,
__'­_-, - . -_ ____ - __ "`%_� " " ­1 - UNA FFEC TED - � � ( 1 � I � d5O=j", 7,YPICAL- OF 1.3 1 't / � , w %t/­ ,
' -_ -_ ­ �11 .. .. . . ­­ I � , �
d - 1. � I.- . � �.- -1 I
,� - -
..-. _ __� ". !!' .. _: � � ­ .1 � ­1 4 ,�`� .. ) ___ . . ; j , \� i� ,
- - - _.. . I ENWRONMENTAL . , . _� \ I 11 � lw T __� � IT— � / I 11 , / " / , Il �
-..., . � (, ,�, � , I DRAIN�� DbWNSLOPE .OF THE %kOPd5Eb /
- , - __ '-- . , L_ I .. , -, __ �' SL AE -I , I 1, I , V ) I �\ , " " . �, 1�
, iz_ I-, ­., -� ,\ '. , � \ � I �
� " � -,, '\ . I . __ __ . " - . ­1 . - - I .. I., _'.. 3' 11 cz , I (1/ j ii' , / ,� " , �, � "'
--::_ - ­1 , , - - I . . , : - . - . - .- - 1\ 11 I .�) ( t ?", �. .. � �� t Y 1- ts. / - I I . , '\ � I \ -,,,\ � � - : ,� 11 , 0 . 1i I
I . _
� - -, ­.1 - - - , - , " A , ­ . T ..., _ 1­ I . I , \ I ) ,c ­ - __ - I - - __ � *_ . / / I , '. \ I . , , - , � 'e,�. " 11 , - . 3 EM
\ 'k I `-, - ___ .- ­ .- __ ­ - ­­ - , - ...'. - - __ -/� " 11 "� I . T, (' . ­ ­­ . ? I- 1. , - _ 1, �1._�., �1.1 I I , / 11 , � .., " ,� � ?� � � , � Al " -, 4 ("', .17 / -, S g
- � ", "', k . ­-:�_y � - _ --- __�, , " ... .- \ . . ) __ 1�1 I , / I � I ,I I -- I . I I / , ".. - .,��, " � I
, ---- -,-,�,- \ L�- �, . . - � - / �. /I- / 1, / I 1i - �' I -L-111, a
X , � .
­�' �. ". � \ - . . ,...- . __1. . ­ � "" / " . / .:1 - � � ; i , , " if ',-
'I, `6,_ .. ., , - .__ .- - - - /,. I 1� � . %6 ... '. - 4 �, .. � 'I .. '_ I.. I , ___ I / (,/ / If / / I , ill , , .1 ft � y,i�,,�,- r � ... , . .1 , � ` ",;, � - ".1 . . . /,�)
. - � _ , . , ,
I- \ .--,.. ­ -.-.. __ ...., " lv�w_ - ­ . ­ , - ­ 1. " � , , �_. ) .1 ( . �,��? , ` ,�, tr) i / , , I , , I -,''a/, " _j - .
� - - I , / " 11 I , , ..V" " 11 I .
\\ ­ 1. . . , '. - I � < _��,%, " t ! I � � / " /, f, " , r , � , , \,, � , � , '. �1 " I /�. I - .
. 11 X ____ . ... 4'. - _... // 1� ". 1. 11. I . _�_ , _) ,_.iL, ­ . ___. 11 I.. L---:- A* 1i I*.: I \ ,. � 1\ �\ I � i A , 'I ) -, 1. . / .
I , \ - 1. . .. ­ �� 'OF$- I ... 1, 11 I I .1 -1 � 14. -'! - I �, / I \ I � I .- . .
\ " \ � _,: I ,\ ,J§7,t��:�7 _ ­ - - 1. 1. . �r , - _ � - 11 - - - - V,,. I \- - . - . '.., �, I -1 _,� . ,-, - - N r / / 1�1 (
- ­­ - � ,�,\ . __ ., - .1 � 1� L' _.�L � - , ,_
­� I 1�1 ,\ - .. __ __ - P � � ,_,� " �___ I 1 , __* � . \ i k I t:. . , if 11.
I'll __ ­­-, - ,q40_..._. - i , I - " __ / / �
� __ ­ � ­ , � � �., � �,v k \ , � I ,
1­ I ,\, , \ \ I � \ - . - - __ <�' , , . I �, % , , _. ­ - - . - . .1 I I �?, -� , ,". % I -, - / I . / � / /, , - � V ,.: �., , � 11 , �
�
�, \ "`�_ � �-__ .. - _-�' '� - __. V -, - I, . .. , I , �, 1� ­,- ,_ I ?, I " ,e , , I_ f .1 / I � ' , " k � ", Y .� .16511104M
, ." 1, ­ - ,� . . I 9 4 1, .*%,Iloilo$#
, \ \ I i, --:�� . - "� " �� . . - ­ - .1. . .5, I 1­,P'� I I - I . , / 7 - . \ <�L. �\ \ '� N �, '%'_�l �' , �" . � / 1_. _11A �\ CA11
L. I 1\ , : - � ��'.. L. �, 1. .1. , . " / " ,,, 16 . ? \ � , V'111�11/ "
.. .... / I \ - ,0 �, " *� ) / / �', ...&...
1. � " �.",' � , �� i t � " "I �. .� ", ­ ...&...
, . . ­ ­111 � 1- I . � . , � 14 't , , .". '' : '1� .
. , - ­ �1�1_ 11 , .... _11 I 1. \� \ I . . I , / - I I I / ,mw " I . \ \ 0
.. .. � .� � -
, 11 ­ , � , , I - . ,t­� , k
" , , . �� � .
11 -, . . 1'/_'�,` , . . , , '! ", �, � _. --,., "­ , " , , A jw, J�� I
\ \ \ \ . � _ . , E 'i
- __ '. 1% - - . . , . LN .. ­ . � � ", / / I /(1 , ! , I , ': I I . I . 1, A a 6 0 6 . , � I / .
I I __� I . , , I , im"mi. I �. , jv�jl U . ?- " . , 1, / - A , -
L I . .
- I ,
1�,\ \, \ _� I .1 , . I --- ' ­ � � 1� 77 it- 4. _1� . `A_.,1� , --- 3, I'- _yl __ I /�,, " /, // / ) , , ,� 1i �; � PR&ID� RQ P- CHtCK DAMS, n
� �, ` I 'a \ \ \ \ .---... -1 �:Z� -r "", '' , � , � � �xl _� I \ , � \
\ \ \ \ . , 'Ir , '­ _­­ #Z* � .. !". / , �
__
� . N� - PHA E ., 4--... E � 6.1)m
� ". 1, L \ - - ... ""r.." . .. L I i;_ I , i ), � is Q, P
I , . I . 11 '. L, .__ - / , . r �/ 1, n . I , " .
, . .. - . I 11 , ��- i \" , *'J,Ir. It ..
. - 8- I L. � 1� "�� R , PACeD �5', / . / . / 20 � 11
"""' /k % I _.. '.. - I - , I I .. " I I I � &'�,,&yf -1 " -�_, I I ( " 01, � )) Y' I � I / " I I ''
1. \ - - _ ­ - .. - , � �, 1� I I - I_- ­ , I . I . - - - I /� / - i .1 F , . I... , __.. � .\ .V,. Iii I � J W� ).' ,� / /. / / . am -
I .. / .,� 1 -�-4 - - I—- , . """
, . . ., I , rjj�� . � �­ " �v I . 0
- 4'1_� ,� �_ 11 � �1_1 ..., , � �� I
, . " I .�� I/", �. - � , I .. _t ,,, " ,I, �� � /,,L , �� �.� �-
\ I'll " I , . '. '. I , ..
, . ..,.,..�, 11 I . I 1. � �,.�.` � . _1 "I I , "_ 1, I �),� I .. . .. .. -,, \, L, � .
.� . .-, . .. ­ . . , � 1- . - . - c i . . .1 /(' L' , ` - " -//? ' / "f � -\, � �, \ \" - t ( V, "I CU &O 10 .
. I '. / 1'� 1� L I , ,.
. .1 __ .1 .. . ��( - 1, __11 '\ '��,. 1, ,�;-V , �Jhk�0�'..,.,� .. � _1�11 .
� L I , . � \ , , , '�e
-, " � I I . , , � , .( i " ,,, !,' . - _T i,
, - -1 I .1 - . I . �R RIP RAP 0 OUTLE , .
_�, � 1 A� r .
,
� .� "� � .. -, .__ . � , \ \ " _1� , " , , , "k- 0 'r. - � '� :
- \ 0 � , , .1 - ... 1-1 - " , I/ I / Z , " 1111 - . Aj
"I , , I . - u, � _ I " - 7" 1-� -��, ,e , / , , q I \� I ,� 11.,
, , , \ I - .. , . I , .� 5 ,
V \ .L _`__ . - 11 \ ,,� , , " w . . . ,., I .1 -- . ,-,-,,- z ,/ , - ' _' 1��,��) 1�- L'� �'�." � ' " � , '�_-L.�, V ml') I , i � ) I " .
,.\ ..-. , � " -, %
." , , ,
, , __ I I
, - , , I __ � '
- , -7:�- fz,qf) - , � , -1 I.. -1.1 � ,
" .t ,
. - ,\ ,� \ \ . \ \_ __ _/1,0c_110 _,_ ". , , . \ ­ -1 . --- , / tV \ I
,; \ � \ � - 16 ., � If' I 7.4,41tb� 11 -) 1, -
,
, ___� , , \ ", � /I/ 4/k , -, I - 11 , , �. . � / -
" . - 4911� .1 .., / , \ 'T
\ - , ­ - �,�A w _r
. �
11 I , . . - --\ ,� �
� ",
NI � ", - . cx/ EXPA N,51,0, N "� � , ID707 I -
.
11 I I I � ,� - - -". , I lln �. '_1 '. / .. . ... .. '. 1�1 .- - I ­ ­ -,.,. , / , , . , � '� I � I t " / / / - Lz, I
'�' I I . I � . - - ­_ . .- - I ik � . L ' 00 N � � ,4'� Af
k' __ ' ­_ ­ ­ - - I I.- 11 - �' 'L / ' . . 'L ­_ . ....'. . L, , .L " " Y.- I I 1, - � .. . .... -­_ . � - . , " S / I / , r , ' F. � I .� � -�' ; I I , 74 LX 15.25'WX 1. 1 J'D . wo, V -006,1*001- ,V
L 11 . I .. 'e. ,.1/ ! , 1-1.1 .1 I , I / I
. , � 1`1, ,� .., 1, .- I . I . � ) . , , I .. '� , , I. E. I'OU�= 18J3. 00
� 'k _ ,... - '14� % . . � .�, , �,� . I . 1_ - - A , S+ ) . - . . , , /, N �� '��, 'C/VG I �%
� " - - ­ \ - ..Z, , .... � _1� " � . - -, // -'//' , ''
I I � I �f -I' �, \ � . , 1'� 'I./ . �11 . ...., . . 4 . - _��,:R� " g I V . I _­ (I / 'i ,./ I .'. - � _ .410' , , ­'. / / d5 #, (3�
­. 11 -1 qr --- \ 1� " ��j - __ I I . - ,� . / �_ _', � ir,�,�L;F� - ­­- "` �' . ,
- ,- - '' ­ .., !I,i 7 I-- I" �, � -, L _., _',_ 1 i� - " , - 1 -6 . ,
.- . , 11 ­ - , \L,.­."��, ­ ., . . . .- . - I ..,/ , � _:� �, _. � - . iAC-, " , I "I .
. . , , ­: L "I ­ " -'I'- '_%1_,__ , I -
. . / 11 . I ­.. ­ ... - -- _ _� I ­_­-.1 . ­7 ,J� -!O-Nqp .1 PROPOSED. ASPHALT PLANT
X­ .- I.- _­ , � -, __�. "
_, I I ti, . '­��' - -1 ­ ­_, .1 ,�­--��;� .,�. 11 ,
- - ­ ­._ . .. "I, - \ J.. . / 4 . , " ­_-.zj'-� , ­�:,. - - _ � � � I . , .
. , .1 . , ... . - .1 " I ( I ,\1 - - . _11" . I - .. � - z -1- �__ 11. � - - . ,,�_�! � - .. / 1� - .
--- - __ , . _ ", -
,
,
, - __ \ I .. �..., .. I 1. I , I \ . I I . I .. - -,. .. , . .- -...-.. I _ ___, '1�1 , - " , I -1 - N " ­_ i., ., ,�, . - , ) ,_ . � . . - / / / , �, . a
. � .1 - I I I I __ I 5 . ..... . ..... . _ ­­­. \ , .7, �. V, .1 I / , � " Itto;$_48111IS11% "
-, , , -.< A "., � . / - FT", " -
�t' � '*"* L,-;,K '.. , , �., .- �� 1. , 0=6" .
- _. __ -J,30 �,_ , _. ­ , ­ jg.� i ,
I - , `� - '­ %�" b, . '. '... � ., , , --�� . _ � - c � x I.- ,� � , � . . ," ,,, _f m- R, "" . * % / I -,P* 0WIG", 01,
f3f � , - �,,� . - L, _� \ .. ,'- , ." ­1,1�1 \.-- - I _. L. 1w _1 ,A_'. ,."i"i'' SEE SHEET, C .
'a.9 I I I __ __ ­ ­ ___ __ - ___ - � ­� , \ .". � . , �., \ _.. , - . ,� 1� t % - - i , / -, - �
x i I � __ , � .1 . ­ .,� � __1_1 I
. i /
I - . . , . lml z , / / / ­_ 1_ ,,�,_._\_� _X:_`.­._. . L, , I
:- .., ,,�.
�' I �� - .: " . - __11 _ , � � _:� , ',��",_�, "; -,' L 'I L ' / j IPERM17ED BY OTHERS AND
,
` _ I - . � ..'�. . I., '-. ), , .1 I - --- --'-' ' - - - � "­_% "Jjjj�
. , . , I' I y ' � � I.Lq;!�� ' ",-, ­ . . �_ ­ ­ '. L""" ,,, �, . 1. I.. *''.-,., --- -V . . . . .
1'�\ .. . , . �, N �, I -1. I - ,-.- .,. . ,..-. ,I- . . \ L \.I � " " 1, 1, --�, :: �- �� -1
� . >:'%' - ... t ,� - - I ­ ,� % - �� � L­ .- , NCL Dote: - Revisions:
,
I I I / , - , "" ..... - ­-.­.---­ ,�, - .1 , 1, ,,, , \ \ \ ,_ ­ - FL ,,, - - �j - � " . " / ' . t11111 � , �.� ,� _ , L, � � \1, .-'�,, �� ;,-� - -,
I � --.-I. ­.. ­ '\ \ - ., _..,-:--��'­\_,)_­`.,.. I \ 1� L - . I - . .- __ � �11 -f , � ,., / // /,, //,7?�, � ��,_ - - - � , . - .* t1i
'..
11
;
/ "' �1, .�:;�;,.. ,_S: , , \ I � 1-1. ""'(4, /' / i ,�-\ , A. �_�, _ ... '.1 � 1�_ M�l , * * tial
,',, '. ( 1-1 " .\ \\ _., .,`� - ., �__ _. I I . / N / TIA L \ PIT ' OOR, � I � � 'I L *
I _ ", ,_,.__ -\ `-,,� -�..,,.. 1\1: lf� \ I I ., '1' .--. _. . _... , , ; .1 ,r I /�' i _�
11 , < � - - � I ( , ' '
�, 1, ..- �.11 . r ­ � 'L\& , /
.
" s - 1'��,r_:, ,­ ., % I . 11 '. . , I \ \ I \ % " ,\ \ 1� \ I.., ___ , U. " . . -1 4 I -- - r'� M 7-05-05- NCDENR
- I � L. "
,
-
\ �1' " - - 1- _:;",�� I '­ I � , I , 'T I % " . -11 ` __ I,/ /// \ �. \ I \ �, \ -1, ", ., . 11.,:,. - ,_ - 0� __ - - P R 4ITTED ACREAGE FOR THIS
1. '­�­,,�: , � - r F: -A "-.�,' �, �, � \ '� /
",
- ,�e '. � -­,� 1, i��,u , I `�L�,.. , I... - " I I , '
,
-- '� , �, 1, . %,_­ . I � . / /.! " I % ,..n, , � , ,,--
,
,
. ., , \ ., I � � . . .. .
.11 �, . - �� , , � . ��k ,�, '� I ., I . I .. " I / // 1 ,,, � 1 \ I , I " 1. _._ .1 .. - - .! �_ "� 8, ...'. , ' i . . -14-05- STORM MANA(
I '.. -�', - -C ., , , � . . 1. I �. I I \ \ IL I �. ,1 ,. . � � , I -, , '' ­ 4 -1. ...'. I / �' S&jMI&AL /
I V ­: " . � - 11 I , , , I ' ". I _1!1�'_.. I \ ` I , � 1­1 .. , "I " i , � � , 1'� "' , . � U6ED IN THE TOTAL 1
1 , 11 \ \ .... � -1 � \ k \ -, .. - - L
w/U , \ ' '
\ ­ "I I e � _,� �, L - , / /'/ \ /
I - ____ _ I I \ , I , I - , � \� .-,.. - 1�1 _- - / -.1 -1 - .
- _., "!­ - , " - mi, w.- 6u. I " � " 'L ... I , , / V \ ,
FENCt I - .- ,� .., \ - ,4;,,-�, -, - ,"I's f F.,-­ , ,4� _ I 4;� , \ I . � I . ' ( � , , � -
/ � � \ N I , I \ \ - ..
I 1�.A(. N0�1'! I . E A I IuN— \_
/ 1-,0`1,�, , -- LEV 745.00+-
- -
. I � 1. 1� 'I., N _�: ��,,_:_ ", _. - , �, �_ " �� I 1, I , , I I ' 11. \� \ " I - 1. I I . , � , T Hl(;H.X 4i wo , . � 1 " � Y/ /. " I _� \ �, 1� -, �, ". 1, I I . I— I � .I., , I .1 �,. - 1�7_ _.� -, _ -Llk ,, I I 1, .
- - . . , . I - , , , ­
. / I - ­ I 1\ .� ..1, � . ! . � I � 11 I V . .. - , . '. I / , . , - . - , .. � _ L " -, 1. - , 8 .L7- � W CULVERT CP ENTRANCE TO ' 5/08/06 - MINE PERMIT
'_ _-­ __ _' - �, I ,_ . � , I . I , I 'L�, -d' , \ . _', 'I '/ \ I; \ \ ,\ \ " I __ __ ,V�_ , , 1­ ,* I i 0
I �\.. 1­1 I V �!�� '\� � ".- - ­ \ \ � � ��-.�i,
� � .-- � ,
.
I ­­ _,"� :, - I � 1 A4 ._ . 1, - PERMANENT DIVERSION BEROr / - ": �
,
1� I I _., - , . , 11�� I .. -'..-- \, . 'L . I I 1, �` , 1� , , �,�- L� \� A '. \ I � .1 ' , ,'I- . - . . - �-�f *�, I I �
f - --ors,7 -- ----- " , 11 I � "�' L � I I "I, ALO '. . . ,� 1, I - .1 - ,%'1. , .
L " . vl.-. . I .. 00 4-16-07 - Land Quallty
. . � , . , i � __ . A � ��,, I
". - ­­ - . .1 I ��, , I 1 1 k � , - �
11 \ _­ , ,, 11 . 11, L , , , \. V , , NO TOP OF ­kOPEI� I -1 �:�� -, )a � �
­­ I � . . 1, I "`*� , V. ,�. . *� I- , \ , \ I " , , � 15, DIA.'HDPE SLOPE I PROPOSED ASPHALT PLANT
. , N�, -, I 11 I . � � :/1 _. 'to, " ., I . . ­ L - _r. � ,
.V IV - - % :��,,-_ .
­
, .
.1 I I 11,.. '. V� S �. "'�� ", ', 'Ll I _R; "�24 FT�-'WIDE, ,� , I FIMNGSi - - ­� . , - . , ��'* I C'4 B-10-07 - Land Ouality
- W
. . / ­_ - -­ -'- " ""' ,- - I I \ I I" , " ; , 1. I I I 'L . L,, ..., 'T lu $-��. � ., _ " I " - I _.. L&EL SPREADE 1, � e? a r �,Iit - , -, - - "
, � �. I I . I 1 '441_� ,% :7 �� � _ , I _Z�,
I / . , �, �;:�-, , - - � , I . 1. ': I .. I \ "I . 1. I 6 ,;r L � k
I - _� . . . I . , - - ., . .� " I I N . ,� -,�, �, 1� I I 11 � ... _. - -ft- , �ft ., I . . . � I I I * .
_�,,,,,�, , I 11 I I "�:' . , . L � ­ L. - ., - �, ,10 f .
.. L. , " `* 4� 1 - 1. ",­*
\ - 11.�.-,,_ ,.,_ . , ­ \ � , : '. L I 11 I . � 1, " , ". I ,, - 8 " DEEP-)( " / / I � . . \\ -�, \11 . TURBEDAREA � "' �'_ '�t* � '
"-. -.-.. _11. .1 ,- - \ _� wll 1� �, .\, , � .. I " I , 1, " T-1 \ \ , . I , bRAM' WITH, ,7E�-", ­ , - . L�6;1t­;_ , * 1
221 L­' - J­­ -A', I __._._.__.,_ �--�-.��-,.,-..�,,Z�.�,,,�7;...::�,;.",--..-"� , 1. I %. 11 1� , �; , ,,�,\ OF I I T . .
___ . ­­�,.-;�" L. _ _��, '_ I � I I ,\ . . . \ -.,...,,. I" \" , ,'� . -, 1, A I/ � ; i , I .� \. .. V I \ ii I.E. IN=81 1.0
110 Y - - .�,q, 1� r, \A �, , '\ , , . I !) , 1'. L, I \ I I � , o,8�Ac. DIs , ,� � � \ \ I.E. OUT=805.50
I 'JI-11 (\ I ', \ � ,� rp , .� RANCE AND , . I ,, I . u
I 1 \ I , . I . a ENT . I I I 1\ �Z�, I
. � �� . . 1� I I , I I I . , I., -, -,,�Z� , ,,,,NCH PROVIDE 12" HIGH C-6 1. ­ . .. - _W�' " -,,, , _t.., * � _� I .
, �­ . I 'J.- I . \ � I " . . . I I . . \ " .,�. _. ENPRE LENGTH OF SLOPE TOE*.-" / , . 1� U V) Z .
� \ 'n , .le �
, /,.", . L I . . I . I -,�, I �, 11 , ." '. I I A' I I I � � I .1. _. "I � -) I... 11 1 -4.-
1.",,�­- , " . I I �' �': . 1, I � . � � - , I . 1. -1. N , , � � ­- ­0=21 / I L � -,�IS7,w / \ I _j c: 4;
. � _� . . , , I _' " " . / � I \�, -- -,: '' I \ \ 1�
. � � I 'L., "\ , . .. � ) I DIAMETER GRA VEL `,`V­',`1� '... ,I �
" . . . I, � I . ! ,�,,�.__.,�. . � . , , " ", �, L, � \ \, \, - � � *-N I I �,L \ � - 11 1 ,/j/ I - - , , . .. - pLq(j - � - .. -..,,.- N,
\ \ \ I ,�,�,� I 1 1 , , � , \ % ��Y'11 ". , , �."_" L � _ � . .
1. /, " " ,� � i .. .. � .- ': �. L,.' 1, �\ I . I . I \ �, \ I . � . I �, 1�11 , " . I , x I I . , - . - . - .. 11 I _ " _�,W -0 I . .
I ,�L - -;_ I I � , I . 1� �1. -1 - . 1, �%_ I . I %1, , I e I- / 11f ' TECTION. � - —
, .
. I, . I ... ­ ­ .... .
.
- . , - , I - \ , -,- . , , ,�� " A, _��'��":��` DONUr INLET.PRO / DITtH, NO",�, CONT. + .
. I . � - , . \ " "' I , , k IN .. .5
-,
\ . �i[' � � L, _, � _�, \ X�
�. GF�± , ,. _N
\ I I \/ " " -
,
- y ... ". , , ..� , I- � ' � �', I I , 11. . . L I - . " _/
. .. . .. 5" DIA.,LHDPE S .1 " ' ­ , - , 11 .. - ) %
.
\ � : .;4 � "i , r .". / R ` I 1 .f_4",�..'-.,. � \ \ \ � L� , I . \. � ', \1 . . � I . \ �, � 1� �1 )'­ � .�11. - \.1 \ , �� _ " , _ LOPE, DRA _' " // / � � - �� \, , -1. - I I � '.., � - I... r-, . I-, - -,�: - � .1.. I L I I . . _j W -
�� I 1. . 'L. I I 1. . I N\\ ,, I .- I—- -:-J,0.�i ....... -­ .w � EL :!= =
, I . I � '� I -�. - -- - ­ - __ . I >
7. x �'( I L"�. � . �, I L .\ 1, � I -, , I - . '�­_..­_��­_­­. _.�_- - _ A \J��,,� Ir- ,� / I :3 4p w .
I I . % '1� " L -"\ I , " " � 1. Q 11
� I I , , . I . I 1� '% ., . 11 I L 1,1� ") - - RE4 EACH , ,I/ / , i - _'."�'� ` - 1_ ' C �_),'_-, XLPILPI�'_ !�^-"j'_"A�`_­ L - _e:� '� ­ I � .
1. '..... , .1, I I I 1. , , � , �, . ,--.. I \ " f :,,� 7 / ,, ' ' �' � ' I 1� I .- ...- . __ ­.. - ­1 I-..-- .­ ...... I ­.- - L%,� PROWDE E-Rubtuty CONTROL BLANKET . 0
�._ .. -1.. . . , . I , 11 � . .� ., ' ­ ' - �� 1:IR_iV_ TD_A5' , -,_ 1, - - =
_,L I � )( ,,, � �11' " I` I �, I � � � . . . , L_ , I N� " ` , '. _� -, i 6 Ad. DIST. A INS , "�� 'L L_ - .
\ \ � �REF._ -J� � I" . '. 6 k � \ 1, � ­
- I . , I 1
,
" , . , . I - _'� , - I " \ \ �4
" i I I .. . , I
" i, 'r . \ \ , � , I
\ � ,�� 4LO, , , : ,x� -,
1. i � - . I 1. �.._i­ /,I -"f . , I �_ - - . __... __ ,- � _,' - � ", .
, ,,, L.. \ I N I � , I _�'I_ .- , , 1. I �
. _ �;�.. , , '� � � ., . . . , L �", I D - ,�� \ - � _ - ,� .� " "�
'i",y -,� ., " \ . , \ \ IV � I , � 11 - L � - 12 " HIGH X j5i' - , �
\ ,�,,, ,�', - . Ir I t i­,�­, , "­:., V \ .", \ 1, I � . I � x, , [ \ . ", . >_ c 0 LLJ
/,7- / ­­ , I % . � �, . I ... I ' - . . , _... - . \\ - .",
1. I I
.. 11 � . �'j 'L \ , . N � " -, _T ,,- , " "�, ,1 , 1. � I.. tl "I _1 �_ ,,, �.�. .0 ON ALL FILL SLOPES.
X.,"," . 7 � \ 1 ,\ \ \ 1� I NU , " ,:. - - (1-1 , � 11� I, I V "�L �.
t . z4)"'a i , " / � � \ I-rvvvl E , , - �p
� � V_ 'j, 1. I \ - ix , ,.,/," - . . , ,,
. _,��. f ..". \ , , � , ", 11 - 1, ), � \ \' 0 I'll - �, IM .., _., /I _­_ _ -1 11 - L � , - � ,\ I - . � . Z 0 -
"��'J::.��.-� \ I . , \ I \ ,.--. , ' X1. "I �� \' p1l) -, - ­ - .. \ " .� '11� .: NORTH AMERICAN GREEN
, , .. , � . N j '. " .
,
$,�. t 11 ---- ?I ,;r , - - � . � . , 1AMtTFR GRA V�L DO T, INLE \-- , 'I-* - 1� 1. ,
, / � " ,;:�, �J� 'I 'I '�� \�'l �.
,
FZA(Ily Oil - . I \ \ \ � I ,
,
I
. �
. �
\ -1 I 1 , ,
� J �� \ \ 11
\ \ , , I
\. L� / 1 1 .1-11 \ " % ". 1. , , .� q. � I . 1, �, ;, \ J, ,� -1 . 11 ! ... __.. I .
&Z','�,,` -/ , L . .. ­1 I I 1� ,�, ", , , - "" I - 1�1 � \ - " 4,,,,' Stope �
j
.
-
I . ­ I .1 . " '1'\ \ \ N \,� ---- -, - . S75
�
\1 \ \ \ I ,/ f � �'.. . _.:__ \ I I \ �, \ , ,� " '\ I % \. 1. \ � I I I I - \�,' .' \1. - -1 ­ . PROTECTION AND PROVIDE ^' �, / �� ,,�4 , ." ",\ \ ,,, , ,\ I -1�) -­1 I .., . . '--- ,� 1)0",� - " , -IT, 00 <
I ��,,�� " . I . I � I I � . I \ L 1'�� 1, \ I ­.- L - - � 9 'L , X 9,25'W X 1. 1 J.' DEEP,-- 1� / , V � I ­11. -1 _.� . - - - ­ . ­ . I - _7 L \ �, It ,,,,�,�_ . � 1, I.-, I . . , 0) 'T
. " %, ., , \ \ "I . \ '\ \ 11 '. - , - I , 1. I ) If-, \� - '.1- , 1( -, It a-
� - - " � I � . I I \ . IT �L I— --!- " I ( �- � J2+ 75, .
\ ,< 4"" , , , ,-�/ / :/ .1 , � , �, ', \ � q , N I I" " \ " I \ \ I , )N , . - 1. ­­ ­ . �, ',% - �L �_ I OR,EOUAL
, ,9, _., , I 'r , \ , , � 1� , % . \ /
� � , , /I I \ .. I \ � ... i � � � \ -, �., 1. ) I., ' ' ' I / i ., .L:__­._-_._­__ , - - .-- - -_..__­_­ - 11 -:- .1. ­ ­ .. '4
\ -\ L;.L,.r, /� f .. f-.", �'i�-,�. � � 11 .., . \ �11 , , , \ - -N � -- ­ TLET PROTECTION, ,�,' / ,. \1 __ ­:­.. " - ­ � ­ L"" I , "' a? I BEGINNING, A T / S TA. :2 .S 14 �__
I
� , . ­ f , � � I 1, I . " \ . 11".Y',:,,�' I �,� �� -- .. - . - .- . -- -RIP .. RAP ' . OU I / I �1 �. ,\ \ . ��­ ) , , 'i", - , . . WIDEN DITtH` BOMM TO
1� � I , � I . ; . I - �L lj�� __ . . .. - -, _ .1 . , I � - ,;­� ­ _* .., - . ­1 11 o L. I
\ \ L ... j �.. - . �, - I 1, -, ... . .. I \ \ . , � , 1, \ \- \ I � I -� , ,-- ,� .1 . I , , \ L, � I _ ­. \�
/ k , , . . \ 11 I �, L "I i \ \ I , I - ' / '� . IN 2 Fr AND - LINEI WITH CLASS 8 W 't z
-, I , 1. � \, , \ \ , � \ , I . . A� - - - ­­ �, N
" �� ­
, ,��i' , I I 11 1). \ , , , _.- . � d5O=9. ,-' �, / ,� , \,\W ,.- _�, . , __ 1, I
\ / 11 .f".1 \ %`� � \ , ., I 11 � \ � , �::
�,��'f,',� 11 I \ I \ \ \ \ " ,,, 11 ; , � " _. . I �_ "I �
lqlqu f " .1" , , \ \ \ - __ " � , , O.-I , a I :m
'i"".. � \ . 'N " , 1, . " , , N . - ..-- . ;TPICAL' OF 9, SL OPt DRAINS' , , . S ­ - . ( 1­4 � -L - "a / ,�
I " .. I L � , I " � I " . - - - - I ­.. -,-. . _. -1 , - , ? , S
1i \ 'r ,�, ". L " \ __ ..-. , " ,�, , ­ _­­___ RIP
- , , ., � '% '�,, � ,� I - ,
I . 1, / �1. �.111. I - � \.� . , , , \ , \ � \ \�,\ .,- )", - _. I _ __ ,_� ,,, , I I - � 00 to
\ % I � I flui / , I 11 \ \ 1. .� . '% \ \� � \ \ \ \ - ., _' FROM PROCESSING AREA. ," -,, , If / ), -,, ') 11 .. I 161,,-�" - � - .1 .- ­­­ . -RAP" -, /�� . .__ Q�uj
, .- ,� , I , I , , � , p X\. �%, �\-y, - _-, A.% __d,50__i6,
. p, A --, 1\ � \ I -, It"t . _ I , "��L, - .' -."%,, '" \ ''. � 1. -1 ­� A -
1. . � - � , . - , . .
-F J,.; �, .. I , , " , � I \ .. - ­e,,� ­ " __ / I " I '� '�� __ ___. - �_­ L� III, . . , _-, - .. '. . - _- - I �
... , - . " I . � I �. `,, 1 --,7;�: -.-. , 11 11 . 1. - ) __ g , V I .1 E N C)
\ \ \ M1 II,_7 1 ,�, I I .. . . � . , I � , . I I �w . - � .
� % � 11 -t-.I, r"-, 711N�F--�� -,�� ,- f __.1 ­ __1 ___1 .�,, ", .
-
I ." � I , , \ . I - - - )..§ I / . \ \ , 1�' " - I ? �� - ------ lff�__,_�Iw�_a,V:il _m �. t-.',T�,�7i, t, . �_ - I.. I ��. '. I . �.., .11 . ,
'y ___l ", \ I , �4. , \ - , , " -2 FOR CONT I .. I 11. �.,Ne.. \ ��:�\ � 0,..�
'/,�1'11 mr),-, , ,� I L I I \ , I % \ \ tj J, �j J� !�?j Z,,,. � , \ , \ \ - .- I_ -1 - �_. _ """ ­ - -.11 .­:­', 1:1 I . ­. ­.1 " 11 I , �,_ "y. 1. _\ 4- . ---, --- ­ ­_-_;�­ _`.�­ lu %j.p I __
I . � I � - - - ­­ I � . . ­ - � . ______ - _... . 1. .. ­'_�_-� - __ ­ - . _ ., - ­ - , __ =
� , � I , ' , P�.:, T,� le In
I 1, . ­­­-­­- ___ ' - 11, _
�x, , . ,,, ,
"! fl) �/ I \ \ � 4H Ill I I . - . . , � ­ _.. . , -L' , " .._­___.__.._­1 _ ­ ... ��:.__­ -:7. ,­­'�J(' -'-L--' ­­ �' ` - � IN. ') , ., 7% � I _:__ -�: .. . Z 00
; �4 - � I . -1 I � '� Im w, t__ , 11 _ . " ,,,, " I / , �') I 0 (n
\1 i � I ! f �,/, 1; , -1 1� I � . I I I )­� L, .� SEE SHEET C / , I , . . 2 C3
�, � . , - , \ 7 \ %, � - . , � , " I - t ,_�,, L .." ­ ... ... I., ' % ....,__.__.._.1__.. ....- '_ - ­ _. � ., ..'or. ". - - . - . .-,. -L'- _:�' '::--.- '
\ \ � 1;11 , � �r 1� . . ''I � , , . , \ \ I. I - - - � -A " L ' --.-._;; -.-' . I . I - I ". - -___ ,-__,:`__-_----�,--.-� ", ,_� - -, . 7 ... ..Iii" - , _` - LJ N
\ I 1'i, j�r � . \ . � \ -� , I I \ � Vj \ - I.". I .,� I/ I . I %, �,. . m", ,\� _�, . � , � , ... r
q ;i i,� � " � , \ \ - 1_ \ I 1-7, \,I " , ,I--. ­ ­ L--'- _­ �--` ...- ­­ ­ �__ - ? -rof� ­­ _� �-- -,.-., - ', �A',� I If.,Ir -,­\-,�,-L - , __ _: -,- - " _,_'I.- __
­\1. 1�, I - ­­­ ­ ­­­ ­1 ,f­.1._1_.. � _....,_ --- �­­ ­ ­ - ­ ­­-­'-_`�,]�)�L, - I .. --,----'-- .--:-- -
.. '__ .::!­_,_._ _.., .- � ,.'�L".,.__. .�L �­ .-.-- ­ ­ -, .... I ..� � _ -I-, "' - 0 00
ft� f1i V , . .. I � , � , . \ , "I � �. � � . __ . _� ___ , .., � � , .:. , - ­ .. .. � ­ , ( - , ` � - - . -1 .- 1. ­ ul 0 ,�,
, N � � - . ­­ --- ------. 11
� \ � . � f \ \ - .. It N \ � I - \ I, \ . - L . A , , ,-.. - __ , - __ .. - . _. . ..- . .. I , _ " __�". - -
1\ m � I ­.. - �"_ __/­) � , _ _��_ m�7 - ­ ­­­... . I , .--,. L ., ­­_' _ __L__ ­ _ -
-
\ � I I I I it) 1 ) \ � � 11 L \ \ \ I \ \ \ � �, r", - I - - I . . � . " - -, -� --� _ ___ ­­__ __ � - � � � � -_­. _� - - .: --- ,.". � ,'.7­­,.,_, _", , - .L . 1. V 7 - *.i6 - .� .- " ___ � __ ­_ -11.1 __.__1 -�_ --./ I
I I � �" I ) , N . 1�, \ . \ I �. � I _,�,, -�� -�,� - ..-.-,. - ­ - -- - - -- - - - - , , ..., � ._'::�`­ - - - -.-, _1 - ____
I 1, . - ­� - 'L,� -..,.,. " -,-, , _ --- ,-' , " .' � L". ' ' �' I.- "" _ -
. .. I . � - __ _­_.... ­_-:­. - ­00 ___-,_­_­._'-­­.­, L ""' _- - __ .--- - - � ­ <
I � X - -,- __ . - .- ".1. -- ____1­_, , - � - - . -
.
1k \ ; "I , I \ 1 � � I . I � . `),)..,--- , � , 3 --- --- ... '111;7_� , �/ - / . , S 1� _.
�
\ 1, � � 11 � 1, � � �' ._� _,__ _ ...... __� � / ,z �, "A .
/ L
L �
I I ,� I j" 'illi ) �, , - Ir, . ; � � � , t \ 11 � " I � �_ , .� . �� ­ - - / , : -, :� '
. , ... � - I ., -, , _
. ,,� . - .1. ,� 8Q.. __­ a
- , 1. __:_­­�, ­ ­ - ­,..,-­ 1_..._­_1. -1-11 ­ . i'�`L i. �, � ---- �, - - - .-,.
�, 1, __ IL I I �- , �_ . .. ­ - ­.. I " - � . ­­...-.1. .. .. ­ - _.,_.,­­­'_ I �,i�p�,.��*.
.fi� � - . . 0�.., i .., i _� �­,. ­ ­ ­­­­ __.._,_­­­ ­�­- _ - , , - .1 w �.i. �,� ­. . . _ __ L_ .<
. .� " �� I , iiii - - ­7 _,__ - . ­ ­ - , -,:' . , - --- _. _ _. .---- _�
, _.
. 1� I Ir- liiiii� lir�L , , T __ , , , I 1- ' ­­ __ , , , ­- , 7' -, .....­_. , , ____
I", , 7 , .1 .1 , -4( \ , .- . , . , 10,_�`;,-�,�: , - - .._ __ .
1% .- L I—— . - _� . , A 11 a-- . . . - :3 V- Lu - F
� , -
� I I "'s- .. ---
�� pq "I � � . I \ ". I \ 1� "; , -, .1-1) . - ,1 I/ f� I . / I " _", I.. _ _,_ _ _�. " Lko; - --v Z �,. �, - ": , " . , , 'w .. __ 2: .+- 0 U Z It
I 1, \ I � � I, \ \ \ \ - �.� . .. 1. . ­ .. I , . _", p, , - . - , �n - � . -
\ \ � / 'p�,111' ) I � / , � . . \ I � , � , L I \ k I I , L L, - , - , _ . . - \ . /', � V0 / �1 " \� � I - ..--. . . __�_-.�_� _f , I - --- - - . R
I � \ I . \ 11-, 1�_ k,,f- � .11 /
I � I � 11 I , I \ , \ � \ '�, "' �_ I 1-�
\ i �, (]- i 11 \ !!Is j� � � , �� ) I I ., . , I � '� � � � � � \ I ') � � \ , k \ \­ - J­ , , .1 ,� � . � I
\ I - I r � I � \ ., . _� "11I, ", -7- .1 , I., . I t , / I _. .- __., - , I - - '' ,­ ,.- . __ �
% \ \ '� % 1 " 1� ., ­ �.�­­ __ - -, - .� � 1. .1. I , APPROXIUATELY 90 L P-EN "' - -, ��,�,,�-\,,,, , Ipp, ­ -, 90 6 �, __ 0 (N
. ... � - , i", , , I L � , K :1
I - �, �' ,� ­'. � - .. . I � - - � V.�,V � ,.,' . "
, . � I \ I .. . ,,, 1, . 1, � , - I L_
I _.. " .. A ." " W-11 . /1
I . m , . , ��, % I ,,, I V I _1 (f) L.
, .
. � `�­-,, . __1 I I -,� , ", �111 �, .. --- " i 4)
. . . `�.­,� .1 _ � ','.V,�,, .
I , I I . I .\ ­­ ­ _ - � I--- I 'it I �,, " .... __ , ,_V�0. BRANCH PIPIt THROUGH - _ _ �\ <
. � '\ 1, , 11 '\ \ ­­.. _ � ( . V � , k. . I- I ­ ­
0 I, � I � I 11\%�, 1\ , - " , " 1� 11 A) ­_ -, F; OF- HO , "'
1� I '/ , -, , IMIT OF ii�; i�` 7 � / I , . � \ -1 I 11 � It � � . 11., ", "I , , � ", .1 L.��-,�_ .�,--�.,_ .1 . - \ \ " � -- '\' � m _--.L. a
t� � � , I � \ , \ . . , I , <
I 101, L , � I \ ,I \ , � I // . F; OF' 0
� 111, % A&tt7ED ! 'r I m."Nqf ",!?cr�,, ,�' I \ \ I \ :�s I i
11; � ,!j',,�,hJ \ �
� \ i I % ' '� "' _') � q(,J.p ,%,crlln�.cy �qnwv, I . I I I \ , I � � � % , . _ ­ "I . ) �6 - �_ " , , 1. ­ - .1 42' � - - � 1. � \ Ix -
0 . "I I \ ', \ � ,,.- �.:�, / ,� ,
0 , I I I '� I '_ \ .. --- I - . I I . \1 I
I - - J�_ ,, , I-, ... . I ... . . I '­ . , . I �k� ,��/" '1w-r.qS,c, Tizus - 0 L Lp
"I � � \ - - .1 ... , _2___r m I I "'�,`, , - � / � � __ _p, I __.__­N_ ','�Ir' I . - I __ i I . . , "":"�-, % I ,� , . � " '. \'," \ "", k ' / 0 ;L < 0 10 C>
-""\- , , - I . / 1� I - \�
� , "��,.� , . 1'_�_ I_ '" -­-CULVERr -1� ' 1,11Z x ,.N
, -11 I - `1_111 I -- � \ 1. _ f / � . , , 3) A T.A OPE. , "
L
I , lill! I A RtA � ','�i " 4.., 1 � - I _­ , . � L . . - _." (NO, "' � , .� � 9
- I .1 - , I - - i T I I \\\ \ �, ,�E UPACY NOTE 10 .V. _j
- - � 1, ,
..r' - - , " I I z r,
. �. . ­ �\,\,\\\%, V ,�
_? �,� �. � _ '. ., .". __ . ,� I I \ ��' _� 8 __
,�
I I � ., /1, �c 11"'11 � 1 lii" I ) El --I- \/. � %*�, \ / , \ �, — , / , ­ ,� , �� ' 6
i�
�, �,
Z �), I
t . �L i �
t
,,�
� �
��
�,
I "t I , . ,., IL , ,� � t, j A \ , - - � __ ... - __ � , -­­ __ ­ ___... __ INV EL. IN=781.00 0 HEADWALL � / PL A C( - E, 0
, , " -) !,p 1 "u-1 /,\ I I /--I I I __� .1 ", . :
I , � f "PI I � . It L4 � 1- _.. ... ... _ ­ �
..
� ... 1�', I I ." � E 2 — FU TUF, T, NS /0, N, � ) , f_Ac . 7�,�_ 4 , , 1\� , ____ /
, - , A_,_'.,f 1�11i.`Irll I / T ! �� I Ix �L"LL \ . . I I � ­­ . ­'.,,,�11) , , / � 11 .. ­ ­ _. - .... 1. - .- -...- I _. .. WV EL.'OUr=780-00 9P ENDWAL w ,,,�,�":�\"\ �,��.. , ��Ovx­� , . . f I
,
� \ i � \ PHA, s. ' I "__ � . I '� 1� I -1 , - , . Z
I, � ( I.: I I \ I .. _... ... ,r" "-I I ... I.... - - ----- ­_ ' __­_ . - I " , ., I,V"\IL"\ t�A,_ / I- -t; 00
� ­ _', .. . . . .. k , 1, "r,".-r-, ­­­ - -­_�­ - - " __ _­ - 1. �,\\\ W, �- V,/- /
.1 . -
1� , j , ­ . I � .. . 11 1��17 'IREF - dt 7' , - % \',�YO,� -� % , 6 / (n 2
- �,111 , I , .. 11 , e i I � I ., I I I I I � � 1 � � , L_ " � .. . , / � � 1V " " , � 0 a .q.: W ;�
.� I f I , \ : .( � � I . / _, __ , . ­__ __ 70AISIT5"' DRAWA AREA )&td'r"1-' ­­ - '. , .: 1�v I \X � " / c - T--- A� T---
I . � '?, I \ �1,4 ij I ' / : .- _ \' 0
� - I . / — Q
� ! � I . ! , - I ... � - . - _ f _ ) �� ��\, � V x "" t, - .
. I I 11 I I I . I i I I 1 1 1 1 1 � ,.- I � I -, - ��_ . .1 .. 11 . _,!�� 11q - -1 - . 9 DITCHAQ,­ , , 6' I t­�,A­t / - 0-
.
. , . _ -r- ­ ,­ , __ WN NO. != - 0. 74.,.. ACRES � - - _.... , \\
[ I ,� ! / " ? .11 .1 I ( \�'-, . _-, , ". - , - _.. �__;n7�__. . " \1 " . __ SE , F - ­D1 .- 1'. .11, � / > * 5: -0 . I I
I I I . A "I '-. - .:�- ­ - ­ I _. --- ____ ­ - ­ C70.jo ­ --- , . � , -1y" " - _1_1� / / 0 __
I � , \ � �,!! t�'l / 11 . I � .. _ -� _ , k -&--- � 6
, I , I I 11 11 I � 1�11' - - ­­­ - ; _r . ­ - - ____z...,__ .., - 1- I L , - I I . I- .
, , , .. / �1, \1L � ( - ----- ----- t .. ­-_. .1, . ", � WIDE- BOTTOM, -- 2,1- -,..-..,, � ��, I -,-. � . �, �, 0 .
1­1' ­1 A, -, � . I --..- / I
\ I ;'J'I" �',`l / f , ' " � ' 4�' 5 '0 ' / '. , � - .. - "�- __ __ , N0GPg19=MAkW, VI� ­ - /I z
/ - I _' I I .. I 11 ­;
I
: . - - I—.
, . ,
-11'.. ­­ , . , L-i
i�, , b f I f,� I , - r / — '_­ "L, , � 1_ . -r--. ­. / -�, , . . 1. - , - LINE WITH _.. �� , , ",
/ � m \ \ :;;!!i I I .( i I , i I I j I I '\ _:� -_ ,5 __ � -P W .� 1\ � W 11, / /
,%;;,,, ­ "� 'ACRE . .
�," i. / I I I I ,
,
I � I I .-I,�! I .�q I � ) I
) . \ / 1014 /, ,,S+ /� , , I I r - I 8 " DEE ITH A 2 FT
/ I I � i i / 2" )' j � i I I j I / 11 � j ) 1. -T � J � �\� " 1.
"
I /� : 0� - 11 0jr + / ,,, , Z , ) I 1 14" WIOE-,X . _.. - SIDE sLOPES, <
d / / , / . ­­
/ I , , / � / . I " , Ir ---;, / �,1�1_ _. . ,� . __ . - __ - - - ----- . _ -.- I I ­ ­_ .1. 11 a . I �, � \1, / . z I ,� ,� >1
[-, --,,,,--- I
/�/ ,/
" /
/
I � I . r - ,-,�` , / I ,Z � - _ r, .17V . I 1_. I _% - -"- ---- --- CLASS 8 R1 . 4 . --- I ",_ __ __.. " ,�, - ,
, - I - / � 1, �, -1 I X
j I � I � �
- 11 " RET, CLA B, - � - _.­A� I - -Qgi�� i.4 62-2GF6 ­�, , -" � " . .,4'­-SEe�-, T ­ I I _' ­­ --- --
I .1 ,,, ) A� / � . __ , ct_ ' `FT LONG RIP t, ---------- , 125- 4J- - , a li ; 0
.) J / . � � f I I / lf�_ - , - I - . .- , — ..� '\ )TAP'OU . ' I I . .4 . ,­_�N__ . )3 ... ill " __ /�_ , P RAP, q:N , k' !_7� - . �11 , r -_ .--. ., _
M; W ). / , * .- �,, W � . I' , j . -Ir ", � �/ �', �. � __ _ __ "/
/ / .,� / ( e� / i ) / � ! /, I // -1 I ,SRrF G+ � , 1�
r \ � - I / I .11 I I I � \ � I . � "I ,z , 11'�� - 'r - _N11 '� " _­�".�­­ �_, . .. ­. � , " j.� - I - . __ / �cim ­- _.�_ �,-�,-,,
,
;pj i'll Pi - ) � I / f I I I, � ) I � " I / - � , -, I I __'di6..A6. ) __ __1 .. . �-_�_ - ,,I;-*- .... - W __ - - ­ -11 __ _ _ �_. 'L I -
� i I ,r"' '" 4wji 'r ,,� / , / / I / /A / " ,� \, '\ - - ,-__�
, /)-...,I� N / ( ,�" \ I i I ) /_ I , ��, " � _ \ . __ __/ 1� - ­­ .1-1. 1 IU=1.4 . b, - / ': cm I 0
� I
I - - 4 / I I , I , L EVA, T1 = . ./ / , i
'
-,,
/ I - F , ( JN1 TIA L/ �,:, P1 T � FLPOR � E ON I 1 7, ­
.
.11
; i J1/ �, 7 ; "'r-1, . ) I ( , I . 1, " , I " - _-__ L SPREADj - __,�_^L, __1 , - . " - �, - _­ - __ UD
. . �, - .� -
' - 11
r " LIT"M. ­ .- it, 1�
--:7 :�� =1 -,.-.. 1. i",
,
.... -11
.. ,, , ,--- _. -, _ __ .... �
, ���" T . � �� � NS Z. -T , __ -.- -.- . 14�`Tt­"
� " 45�q ii� ..,��-. ,;P-�� - , - w� ;;1,",r_ � ,,, .
/ � I / T I ­ . 1w , / I I 'Zi pif I j " t� I / '. I �t, I / , / /j , / �__, , /__1 I ....__.__­'11 ­7 - - j IV � ,�, I
!_ - i "w __1 - ;��. - - �,____�_ :I_ ____ � - .. W,
, - - 1, , " I- -:-.. ' ­­ - " �i . , "'L
. 'i 1 k - , �� �" . ­IFTp ­1`111 � � �­,�pl' _-, -!F "" �, _�" �_ I Ir- . --r -/- - - , __ .� ,�.,,, ­ --- - I .1 "'... �
. .Z�7 __ , _, - - � - -
I r _ - 11 -.- , � _� __ _ _' __ , -
k..cf �� __ 1'� . V/ _� - � ,>
wmn� i I e . . � / .� 1, OF 11 I " Y '_ , . . ­ - - __ ­�'. _.- __ . ..___-AuM_ 5 (1.__.__: _.. � I-L - .E,2 'c' � I " ,,,,
- .1. - � . 1. - �­ ­ ­ - �_.___ , ...
.41�& 1 . . y 90 LF'��'l 5 I,'- DIA -'�" PPIMA � _ - I _' .- , _... ... __ � -, =_ i'-, , , - . ­- ­�­ , )1� .1141T � " . -1 -, -, -1 _1 ,V�,
. �v i . Z. I , / - e, - -- __ - - - - -_'7- - - , - --- - ,-- - - _..'__­_.1- ��_ - , ­ �,Z- - . . , � .. ... , � =�..'. , - _­. _1 � . . - _,p- 0c , ., --
I . I _" � , - _... .: = . _ I 1�m ��,::11_ - -- � - . " , 11
. I . I I 'Im"M __ . ­­ 1. I �::_ - 'z�, , ,,� -
�, 4",- 1 " . // " ,,, - , / /��-, - nA;;f­Ir-t ,&< r,�fr�� �j n I-, - __7 �� - � _­ I—- � .. _�L , F I . , ,0y I I' �y � T*4 �, I ,. -I- I � - ,,, ,-, /
. ." - - - - __ \ ,
1w I / f . ' MATCH -'LINE-STE' ShL.L.h 1� - / , / , / , , ,,� - - . - w :�, __... __�­_ ­__ I f
- - .-
,
, ._.�_ - ::�;____ - ,;7.
1 r, , __ "m � �-__ J+ ", . , ! . 11 . / ; / I - , 17 �, 1___, ,�� .� � �__­__­ q,.­A,;-,, , If -d-. li,ft . "A. - *�, m...". 1P7,;rp -44" -.-FT : - . . I - - ii 6
- � """' �11 � r , r / . .­ ... , , . - � -- 7 .
, I 11 u�,!, " ! - - 7. 1 ..." lqt
..
jr*� , .km / M; �! I . ' / i ,� /,,.4 _-_a_(�� 1 7/ 7� � �.,. P.0 � _ - , - ,?'f' ... " 7 - _',:�-:7 ��'-- F I ,
,41W ,�_'f 'j, � , ,--. � _­� / , " Ph __
_ , _17" ,7j
, 7e -
/ I I / ) I � , / / . - - - _L� I
i I �, i I � , , , I , , ;5, � nr-. �.� \ Im I � I .. " ,,� k----,-- -f�­,;_,. � * ----. I � ,
/ I 11.­ M � () II/ " I / � � ,;, - . , � . �... 0� ��, 1 1 OF 1 ';
. .
. . � I - -
-
­ . �_, ,,�-.,�4 ,- -- __ -.-,- -­ . \ %)
,
1, ,rpmg- 111_� ��. 4 -r"-( / I / ,_ , \ � .. �'. " %
JRAff NOTE / X / ( "
- - - _.__ � I I � J-1- eIr � I I � \ I 99, . � (
,�T,��­. - \ �, X
7" - _
j ,7'1� N'. :I,- __� (",__ I I I . / ­ .-" . \, . 11 '�_ 1_1 .
� ", _.- , - \� I.." __ __1 _� 11
T r-1 "S. �-)-,-, `_', � � . I
-
." �,_ -,.., � 1k, "I �,Iill ", I- .�. \ __ - \ 1-1 11, i
"_..J _e� - ­ - (19;t / f /r, � - - .., .. - _ \ \ \ �,_ - . 1. .., "1 - )
" - - . . q
I".. �, ,,, 111� 1_� /I , �', -1 " . ... I
� , 1.
-��, "'�. - � . '� , z
,_ t , - f \ , -Z I I .-
-Y�,,�� -, A, ­ * / \ "_ --.., 1�1
. ,r"),. 1'�', �_N. V, lk / � I ­ -1" I.'- __ - I
I N , f_� ,., / i ­,-, '.. __ _40.- ....
-_ .-
..'�', I \� -, "-%., / , ". --- _ ___.. - ..00 .
I 1, __ "S. , - ­_ ­ ­ __ __110�
I I
1� � -__ I / � � __ 0 I- .
I. 1�\ � lu I _', - --,
_1�,.., . *111_1.1�� / " ,-" 111. ­ �
--, _1_�, I.:: . 1�1_1i,_,_"'t � 9 / k / ,� ­ . ____ I., __ _ _ __ ­_ __ --- .-,.- __ - -1 __ - _ -
1, I Y' V / I - - .
I I" ... ,,& .% ) -0-/� / 1. -
-,\ , , �/ , .11 I , / / TUqN DITCH NO. - 7 OUT INTO A LEVEL- SPRE,4DibR _.- -
.. �
I . I I(( I
. . \ , -, , 7� � / .1 .11 \ (10 FT: WIDE 0 &MAkCE, 6" DEEP,
- � 4; I I . / / i / <� \ J,FT`.­ WIDE, 0­ END_.AND 10 _. LONG). ___`�
. 1I.- \ � O" . . FT
11 I PROVIDE- A'2Q..- FT - LONG TRAN.�1710N rROM - DITCH.
, � I � L� / �,_ 11.1 ­ -1, ___ . -- ­
4 � X 8F33,8 - � Q=5 96 &S
I � It
1.1 I .\\ 11
,
�\
I I " � % I �
�
I / � V\� ,
I
I
I I
1�1
\ . . I \ �
"
I \\ � I I �
,
\
I, -
�� �p / 1
� I� �
�� 6 ,�
\ ) I
>1� /,(,'�<,, �1�_. f I
.
1�1' I / / I
I . , " I 1, I
I I
- '� / /
,
. I
,
/ I � . I/
. -) * *- /
_ �
_". �. #*' $ 1,
. .
, - ­-1%, ow s,.,,.
I ). ,
, - - ,-- --I )� *,�� I �
/ -
" � $ (
/ -,). �� -1 /
, ?
/ A?�,
.
LEGEND:
. . . .
. . ­N
. . .
PROPOSED WA TER .
L:`_`_"�,_,::7 � , '""' " , "'"' "' _­"­"­­`­­ `­ -,
�,I:;: �.�.:,.:�:��:�:�":f.�z,:�,:f,"�,�,�,:,�:":,.7:7�r:".�:�.,.7,;:,.�".,�,.:"7��".,�".:.,:�;
_ .,... , ­­.­­LL L ' , , . I.....",.,
­.­..]­;�:I�:- _­1..11­.­..._,.­­ ,.,:".:;:�l.:,,,;..�.";",:�:;����":,;
­­'..."­'.. ­11.­r. 1"....." "
.
. .
.
r ,­_, , .
EXIS77NG . TREE LINE
�,__)
EA7S7 . ING SINGLE TREE
. .
0 . .
.
SHRUB�-,_­­­.__-?
.
,.­'__._",_._
. .
.
19 HP65
.
DRILL HOLE WITH .
.
OBD 02'.
HRD 62
.
.
DEPTH TO HARDROCK. -
. .
25 BOUNDARY BUFFER
.
7- , - - _.. -, -
.... . — -
, 7w Ir-�;,j­ , L , '%'� �' . I ___1I -
!VF __- - 7 T- - - -, - ,77,- .1 -T - -_�_ - . '�.: - , " :.."r. .. , . .. .
I , I �,, �-..,..;�-.,,.�!..:- !�'._-77,�,--;:�-- - -, .,-, -�.T-.T��.--.,.-,­ --.� 4 T., 7 ,., � .. �- 7 7'�;. 77- ?" - `,­.' �­­ ,� .. ..!.-. , �': ­ , ,." - 21. - 7" 11-�
­-1, ''' -;-.-.! "' .. .,�,-1;!­;,.;
I .. .. I
, I , . '. . I '' 'i " ,,,, I.J", , , , , I ,�,, � . 1'. f ,
. . t ... '. , - - I'_ .�, '' - , , � , ': `,',; �.,'- . .�r' ,)�-. ,,,� '-. , , . , ',`-'.-.:!-�'i:, ..
. , '' �, , . , I
I I ?� � .. ',� . . I , ''.. ,�, ", . , .1 : � .. & F,
�, , , 'i !, : , - ) ii : '" , , _, ... ",.: I I :: I ,:.. :,.:!. ,,,�!, "
, - ., : ... I � �, ... I , . . , - . " _ , . �.' s.; % .1 j", �, � ." ", k. 1.4 �
,,�! . , .1 I . :. c . . ,; , I . I,.;. .,... �: �, .. .:.,. � I.. I . , , !i��!'%',:, i", . , � , J , , r .. 0 . . $''­..
, ,.�.;:,:; ".. - ,�! -� ,
. , � , - , � ", . - �
"I
.
. , i 11 :, : - : , " : I � .,. .. �: . . . :. � � , r:,.,! I.,. , i I 11 � ..� " , ." " L, . . .�
� � . .: L,.' J,1-1. i:. � ' � � �'�� .; .. 1, � .� , '. �.
, : � 1! I 1* : � . .:t �! , . , , -, '­.-�.;��,, A -,,��,- , i: ,�. ,. " . .:.!
. :"%. �,t% :. .. . .' . 11C .; *1 !�i �q .1 �:,� - J, � : . �% , ". , .
. , , � . ,, :.. -, !': ,,�, � �, *0 " ...p. , _._ :, ,:,!
.� , � �j . , .:. .. �..,. ,, � ' . . . .. �.,, " . I � : , : .,�. % ': f. �! I 1­-,:� . �: .
.� -,, .1 , k J L !.� . .1 �� , � . , 1 ." .: - , : . . , . . "
. . � :
. - ; , . . � .,, : ::� �� r� , .
� . : - - � . -:'��::� � .. ,
. � , '. ., - L ' . , .

.' k.- L P L _ _ram t • _L,:! �_(
REDI A41X PLANT
SHEET FLOW
RUN OFF
50, TOP BERM EL. _
838.00
- PROVIDE GROUNDCOVER OR 5'_0"
3" DEEP MULCH
EL.=835.50 10 L. F. 6 -0 PVC 3
WATER
ELEV.= 12" POOL DEPTH f - - -
836.50 (PONDING AREA) I I
1( I 34 -X22' CONCRETE DROP INLET WITH GRATE
3' WIDE GRASS Z - 1 (BEYOND) AND AN 18 VIA. OUTLET PIPE.
STRIP (FILTER ' > - TOP ELEV. = 637.00
1 D �.i i I I I �. III INV, ELEV. OUT =830, 50
STABILIZATION) N 1=� I.I
pOOppO bppO ° _
_ I
FILL MATERIAL AT BOTTOM OF I
BIORETENT70N POND SHALL BE
COMPACTED TO 85X MAXIMUM DRY 22 LF 6"0 SOLID WALL PIPE TO DROP INLET
DENSITY, STANDARD PROCTOR. GRAVEL 2% MIN. SLOPE. LE. IN=830.80
ENVELOPE
FILTER FABRIC AROUND WASHED GRAVEL;
OVERLAP ENDS 12", 36 "Wx 18" DEEP, TYPICAL,
AROUND PERFORATED PIPE.
6 "0 PVC TEE TO SECOND PERF. PIPE
6"w PERF. PVC PIPE, PROVIDE 82 3/8' HOLES,
SPACED 6" O.C. (IYP., EACH BRANCH). CAP ENDS
WITH CLEANOUTS. I.E 0 EN05=831.50
TYPICAL CROSS-SECTION-BIO RETENTION POND (3)
BELOW PROPOSED REDI MIX PLANT
SCALE: NONE
POND WEST SURFACE AREA=13, 600 SF
POND WEST VOL UME=19, 800 CUBIC FEET
1
l r _ _ ISF - F 10 LI 6'0 SOLID PVC PIPE
-TO INLET AT 2X- SLOPE
✓ A- �-
11 LF/
82 HOLES
C. 0.
11 LF/
82 HOLES -
RDR !
C. 0.
C.O.
mllm,
BO
RETENTION
POND PLANT
LEGEND:
SYMBOL SEED MIXTURE.
80TANICAL--NA-M- _
CQMMON NAME.
REMARKS:
BG
AGROS71S PERENNANS
BENTGRASS
1OX OF MIX
BS .
ANDROPOGON VIRGINICUS BROOM SEDGE
32% OF MIX
1 •' •' •' •
LHS
CAREX CRINI TA
LONG HAIR. SEDGE
107S OF A41X
Lj
SS
CAREX LURIDA
SALLOW SEDGE
1OX OF MIX
PT
TRIDENS FLAVUS
PURPLE TOP
33X OF A41X
WILDFLQWER:
EC
AQUILEGIA CANADENSIS
EASTERN COLUMBINE
5X OF MIX
100x* .
*APPL Y SEED MIX A T A RA TE
OF 3.5 LBS PER 1, 000 SQUARE FEET
O SH
AMALANCHIER ARBOREA
SHADBLOW
3 GAL., SPACE 20' O.C.,
(0 YA
ILEX VOMI TORIA
YAUPON
3 GAL., SPACE 8' O.C.;
VN
VIBURNUM NUDUM
SMOOTH WI THERROD
3 GAL., SPACE 8' O.C.
' 5O'
0 15' 50' 100'
50'
TOP BERM £t.=
844.00
PROVIDE GROUNDCOVER OR
3" DEEP MULCH
10 LF/
C. 0. 10 LF/
EL.=840.50 15 L.F. 6"M PVC
_
C. 0, 80 HOLES
80 HOLES C. 0. -SHEET Flow
w,aTER
11 '
RUN OFF
ELEV = 12" POOL DEPTH
841.50 (PONDING AREA) I
I
SOLID PIPE
TO INLET
34 "X22" CONCRETE DROP INLET WITH GRATE
"
NOTE
7.) STORAGE OF THE INCREASE OVER THE PRE DEVELOPMENT RUNOFF FOR . THE
25 YEAR/ 5 MINUTE STORM IS INCLUDED IN THE TREATMENT STORAGE VOLUME.
2.) THE RIO RETENTION PONDS ARE CONSIDERED HYDROLOGIC ZONE 4 -- RIPARIAN
FRINGE (PERIODICALLY INUNDATED).
3.) PLANTING SOIL SHALL CONSIST OF FRIABLE TOPSOIL, FREE OF STICKS, HARDPAN CLAY,
LARGE ROCKS OR SUBSTANCES DELETERIOUS TO PLANT GROWTH AND HAVING THE FOLLOWING
COMPOSITION: 80--857. CLEAN SAND, 3-59e COMPOST AND THE REMAINING 127 CONSISTING
OF NA TI VF . SOIL EXCA VA TED FROM THE VICINITY OF THE POND CONSTRUCTION.
4.) MULCH CAN CONSIST OF SHREDDED BARK OR LEAF COMPOST.
5.) EXISTING SOILS ARE PREDOMINATELY CLASSIFIED AS ChA (CHEWACLA) AND
PsC2 (PACOLET) WITH A PERMEABILITY RATE OF 0.57-1.98 INCHES PER HOUR.
6.) THE PONDS ARE DESIGNED TO TEMPORARILY HOLD THE "FIRST FLUSH'; 1.E THE FIRST
1" OF RAINFALL IN A 24 HOUR STORM AND THEN ALLOW THE WATER TO. DRAW DOWN
TO .AN EMPTY POND WITHIN 12 HOURS.
I
IVND-14lEST SURFACE
AREA=7,141.56 SF
- so POND WET VOL UME=
70;926 26 CUBIC FEET
.. ����]21 . �_�---���♦� - - 4_ - - - v - � ---_ -WIDE GRASS F1'LT R STRIP-- �•__- - - - -
•-
�� ♦ O _ _ w - _ - - 6- A 'REBEL �TINR TYPE FES6 j0 2, 000 D M
5 -LBS PER 1:900 S.F. 700 Sr
- S -SEED MIX \
5 _ 110-VN / #78 1--
�_ 3;-800 SF SEED-WX - --- - - - 8 2 O - - ` �� '- - , _ \
----
/ CONCRETE DROP INLET 15 LF 6"� PERFORATED P UNDERDftfll�
�� ' WITH 11& - f/2" HOLES 6 0. \ J OUTLET STRUCTURE (NO. 2); SIMILAR \ \
/ TOP E� a11�50 PR9VlDE-A_CLE4NOUT ON EIYD; TOI.LHAT AT OTHER &0;- (18) 1/2 INC�
�E. 6" SOL PVC lN,=8Q�6:56 _ rr -- r SLOPE PIPE AT 2X SLOPE. DES AT � STRUCTUR
€'G' �9 ENDS OF EACH 4" PVC PIPE BRANCH.) \
/ CROSS TEE WlT!-I CLEANOUT�\ � � �
15 �1DE X 18" HIGH] -EMERGENC _ � � `15 LF 6'0 PERFORATED PVC UNDE DR41N; \
SPILZWAY. 808,50 ES, 6" 0 d \ \
ON END; \ -- - --- -_15 FT. W1 X 18' I*H EMERGENCY
/J \ i'. i _ -SLOPE PIPE AT 2N. F \ "SPILLWAY; 'L.= 806.5e
T z /, j , _ - PERF. PIPE'S =- 807.33 \ \
22 "XJ4 " CONCRETE DROP INLET WITH GRATE
(BEYOND) AND AN 18" DIA. OUTLET PIPE (2 TOTAL).
TOP ELEV. = 811.5
INV. ELEV. OUT=805.50
SWALE TO DRAIN INTO WIDTH VARIES -- 5 Ef PLAN TOP BERM EL.
CONCRETE PIT - PUMP #3 PROVIDE GROUNDCOVER OR 812 50
3" DEEP MULCH
EL. 814,00 EL.=608.33 BENCH
1 �=n<:IGVY
= WATERI I 1-1 I i..I I f-I I Ili 11=1I 1=_ ELEV.= r8' P 0L DEPTH
11. -11 -III-III; • . 809.83 (POND! G AREA)
I I it =1 �- =
_ _-1 1=1 T 1-1 = 3
11=T- T EARTHEN 3 MAX. PONDING I I f
1=1 � 1-1 � 1- BERM 11 DURATION-12 HOURS
h \ A
-
-1 SF
PLAN
aQALE 1 "= 50'
0:
50' 0 15'
S0' 100'
WATERSHED AREA = 9 ACRES
(392, 040 SF)
POND SURFACE AREA =
24,000 SF--E
26 LF/ C. 0.
26 LF/
`O
C. 0. 209 HOLES
209 HOLES C. 0.
SOLID PIPE
TO INLET
3' WIDE GRASS D
I
15 "0 TEMPORARY SLOPE DRAINS
STRIP (FIL TER 1"7 Z
ICI II I '
I I19 I I I ~ I.I 113
I I: I
STABILIZATION) NZ
CO Do oqb Oq°D�-
•.�"
J
UNDISTURBED SUBGRADE
Dgooa°
°°°
AVERAGE PERMEABILITY=1.28 !N/HR; �
I �o
SEE NOTE 5, THIS SHEET.
36 10 LF 6"0 SOLID PVC PIPE TO INLET,•
PROVIDE TEE WITH TWO 15 FOOT LONG PERF.
FILTER FABRIC AROUND WASHED GRAVEL;
PVC UNDERDRAINS SEE PLAN.
OVERLAP ENDS 12", 36 "WX 18 "DEEP, TYPICAL
6 "o PERF. PVC PIPE, PROVIDE 209 3/8" HOLES (WEST SIDE EACH
AT PERFORATED ENDS OF PIPES.
BRANCH) AND 160 HOLES (EAST SIDE, EA. BRANCH) SPACED 6" O.C.
CAP ENDS WITH CLEANOUTS, I.E. 0 EN05=80733.
TYPICAL CROSS-SECTION-BIO RETENTION POND (1) AT
PROCESSING PLANT (TYPICAL OF TWO LOCATIONS)
SCALE: NONE
EINDERDRAIN - _ WEST S
20 LF/ C. 0. 20 LF/
C. 0. 160 HOLES 160 HOLES C.O.
SOLID PIPE
TO INLET
0QE6Q?AIN. - EAST SIDE
3 WIDE GRASS
Z I I (BEYOND) AND AN 18 DIA. OUTLET PIPE.
STRIP (FILTER n �= = I -I 1 f�1 I 1 1 I III I { I I1 III I`1 f = TOP ELEV. = 842.00
STABILIZATION) N h I I-111 I I I T I.�� 1 1 INV. ELEV. OUT = 837.00
a �I 11-1 I L I f I I I !I I 11l I ICE. 11 1
UNDERDRAIN
- _
na scale FILL MATERIAL AT BOTTOM OF � J_
BIORETEN770N POND SHALL BE 3' !O 10 LF 6"0 SOLID WALL PIPE 0 1X TO DROP INLET
COMPACTED TO 85.E MAXIMUM DRY I.E. IN-837 25
DENSITY, STANDARD PROCTOR.
FILTER FABRIC AROUND WASHED GRAVEL,
POND 4 OVERLAP ENDS 12", 36"Wx18" DEEP, TYPICAL
WATERSHED AREA = 2.24 ACRES AROUND PERFORATED PIPES.
POND SURFACE AREA = 10,200 SFf 6"0 PERFF, PVC PIPE, 80 3/8" HOLES,
VOL. REQ'D = 8,131 CUBIC FEET SPACED 6" O.C. (TYP.+ EACH BRANCH). CAP ENDS
VOL. PROVIDED = 8,600 CUBIC FEET WITH CLEANOUTS. I.E. 0 ENDS-837.5
TYPICAL CROSS-SECTION-BIO RETENTION POND (4)
ABOVE PROPOSED REDI MIX PLANT
SCALE: NONE
U)
�
P�
p�
z
�
z
�
�
�
o
a
�
�
0
a c1�M
r`YS-C
v h
y 28
sispp 1�1��
O -SJ
,� O� ► N•+•• `/ ,�•' ADDS • .
.7
Date: Revisions:
11/07/05• NCDENR
11/14/05.• STORM MANAG
O 03/08/06 • DWQ. REV. COMMEN
05/08/06 • MINE PERMIT
00
cV 4/16/07 • Land Quality
U 8/10/07 Land Quality
PLAN = z
SCALE 1 "= 54' 0-low ma
± �
p
OP BERM EL. =
16.50 C v7 Q
00
PROVIDE GROUNDCOVER OR - 5'-0" 50' 0 15' 50' 100, Q U Z
3" DEEP MULCH
(L 0) ­1
Et.=812.00 It O
ASPHALT PLANT - - 3 JE of CL
SHEET FLOW WATER
RUN OFF ELEV- f 7" POOL DEPTH r - O
81J.42 (PONDING AREA) I I
U to
3 3H C. 0. 32 LF/ -.0 N Q a
C. p, 250 HOLES 250 HOLES C. 0. 03
3' WIDE GRASS _ - - - 34'X22" CONCRETE DROP INLET WITH GRATE --•- �---- � W cV �-
STRIP (FILTER 1 III III -I (I I I I hLI I I I- I I -I (BEYOND) AND AN 18" DIA. OUTLET PIPE. 0 - 00 . Z
TOP ELEV. = 614.50 SOLID PIPE
STABILIZATION) N U r o
a - I INV. ELEV, our=808.50 TO INLET a W °
W
00 vD Dvv °o 1
FILL MATERIAL AT BOTTOM OF L- - - (n i m 0
BIORETENTION POND SHALL BE 3' czL {/7 F- I FW-'• v to
COMPACTED TO 851E MAXIMUM DRY 10 LF 6'0 SOLID WALL PIPE TO DROP INLET ' (n O 0 E p
DENSITY, STANDARD PROCTOR. 2% MIN. SLOPE I.E. IN=809.00 UNDERDRAIN p -v _ Z z �
FILTER FABRIC AROUND WASHED GRAVEL; C T m
OVERLAP ENDS 12". 36"Wx18" DEEP, 6.0 PERF. PVC PIPE, PROVIDE 250 3/8" HOLES, [] � � m 4
TYPICAL AROUND PERFORATED PIPE. SPACED 6' O.C. TYR, (EACH BRANCH). CAP ENDS
WITH CLEANOUTS. LE 0 ENDS=809.5 ' j "L7
©V 3
TYPICAL CROSS-SECTION-BIO RETENTION POND (2)
BELOW PROPOSED ASPHALT PLANT _
>Icm
SCALE: NONE
1.2 OF 13
rr t- t ' •"�l. i � � w► r , y t :5 Y i ,j !i �iid+t� t 1 .,'.:: •' i 7 j
k ►1 ,,t:a , I:F?r.tli• {I ktj, kY, lk l�l :.iyi� r=,li i.pOk
• j. ,' r. ! 1 1 1 ii `t •. S 'i. ! f fi s Yi' liil� tk'i t �I��H 1�!!�'. 1b•: Ck• k'� ail

TRUCK
ENTRANCE
W 14 --12A
CURVE DATA
_ t2 ,.. • .
48 x48" �QQ QUTSIDE PAVEMENT EDGE ("O"}
CENTER: E 1, 160, 427.6394
N 558,893.6803
Z�= 47. 39'
PROPOSED 18"0 HOPE CULVERT, / 1� �,� �� - / R= 190.00'
1 \ y } \� % \_ \,•� 100 LF ® 1% MINIMUM SLOPE;. REALIGN / � e\ /
k } + ` - �� ` • XISTING GRADE EXISTING DRAINAGE DITCH ALONG HARRIS 5� 4 / '1INSIDE }\ - / PAVEMENT EDGEI
HENRIETTA ROAD TO ROUTE DRAINAGE �/ °1 /
FO y CENTER: E - 1; 160, 433. 1200
CONSTRUCTED OF F / l .
/ ' `� i ti. -�:•- OVERBURDEN �44TE'RIAL. THROUGH CULVERT. i t� � �:. > /�G� N 558,873.8536
COAIPACr TO 85X UDD. SITE VISIBILITY TRIANGLE-
r ;
•
SECTION -A
10' FROM INTERSECTION OF j,�G/j!'147.39'
SE N A � 1 .o
N. T. S. R.O.W. AND EDGE OF PVMT. � � 6 ;x �0, ' L= 124. 07'
TYPICAL EACH SIDE. R= 150.00' E---{
- f
. 5.
( I \ /' / I \-:.4 -- fir' r III ` / �/ R50 �p•,l' I CENTERINE»C»)
CENTER: E 1 160 432.4D44
/ N 558,888.8380
47,39' 0
\ 1 i -=.: ,�\ '"a•,/m y jy — - i ci`� 0
37.48' L= 136:88'
CENTERLINE Q
' = R 17
TANGENT47
TRUCK
ENTRANCE �' � �Y\//..�:�::�_.. � \ I
PLAN : 89.90,
i -
I \ � � - ._: � - \ i // --- ;� - -- - - � N. T. S 14 -- 2A-
I1� 1 ;# /\- 48 x48
AND PLANTED BERM DETAIL 1 �� -
1 EXISTING POND TO - j l �,� % , �i�� �i - - EAR _ . \ -
,
i
\ REMAIN UNDER DEED _.- ;- 1 1 �__.O
\ .r- -_ -
' ,Q - - f` / CONSERVATION
-\ \ RESTRICTION. �, � � , // /r/1/// �-_ .- - -� - P` � , -
\ ,�' \ \ \ �� ` ,•../ / i/ / /, } EASEMENT / ' I
I 1 (
e
'+- � �APER PAVEMENT
IDTH FROM 30 _
V 1 - Wl6E TO 20' WIDE N
,�
POSTED..SP D LIMIT ALONG \? PROPOSED 18 o
\ CULVERT PROPOSED 20.' WILfE
HA RIS HENRIETTA R OAD IS 35 MPH. \ \ PAVED CUTNER
� SERVICE ROAD
I
ASPHALT AND RE -M
SPH T A DI .IX \ \
CONCRETE PLANTS REMOVED \ \ \ \
_. SITES
I 1 1 I D STORED SEEDED EWITH GRASS
\ � AND
PROPOSED HARRIS HENRIETTA
CONSERVATION HOGPEN BRANCH TO ROAD ENTRANCE
EASEMENT REMAIN UNDER
- 1 CONSERVATION
lI A 1"-40'
EASEMENT.
a'rum
$M
40 0 20 40 80 -5
17
r
CUR VE DATA
1 / - / OUTSIDE PAVEMENT EDGE.('DICL"} T
CENTER; E 1, 160; 154.7740 D ,
I N 553 357.8028 8
V f A %JV OSED 20 WIDE ID
FLU. E.
PA -CUSTOMER 9 � �
AS ART OF RECLAMAT" ON, MINE SHALL - -
( � / ; \ / \s �``.-� SERVICE RZJAD_ � H � a .,
BE ALLOWED -TO---FIL-L WITH WATER TO L / \ ,. �- _
f LIMIT* OF PROPOSED
APPROXI]GATE ELEVATION 620.00 AND SHALL r-_ ,\ o , �... -= \/ , �i-/i ;; , — _ - I / EARTHEN AND PLANTED -"TAPER PAVEMENT R= 210.00'
REMAIN AS A FRESHWATER RESERVOIR. = :: J -
/ - - BERM WIDTH -
- 3 y, ���� � !�� ! 1 r 1���� , /\, ��rs \�\\ � / WID FROII� 0' \ � / \� �`p(s+� 1
% \ v` N$IDE PAVEMENT EDGE("I') ��is
WIDE DOWN TO `20 0 �• UAR ..
/ /\ CENTER: E 1, 160, 162.7412 ��* �N O/ +O
N 553 969.4432 .•' pc� •''•'.•"' ��l/ '+,
`\ ) y If l \ PROP R ED 1-1 Cps O�
STOP SIGN `� LIMIT OF PROPOSED A= 41.51 x
EARTHEN AND PLANTED L = 134.02'
\BERM R= 185.00
e>
i
SITE) VISIBILITY TRIANGLE-
10 BAC FROM INTERSECTION I "� - E INE C +, 9 Q
77j OF R.O.W.�ND PROPOSED EDGE i h PROPOSES, HENRIETTA \ \ \ CENTER: E 1, 16D, i60.9644
N 553, 962, 1 155
1 OF PAVEMENT, TYPICAL EACH SIDE. I QUARRY ENTRANCE SIGN• 1-30 -CJg
1 1 1 \ \'� 1 ` i / / CONSERVATION \
EASE E 9, 76' I �Y OTHERS. \
l `+ �� ;\�✓ t 1v M ENT \ A \ \ A= 41. 51 '
\` L= 144.89,
Date: • Revisions:
1
R= 200.00 7 05 05 NCDEN
WL
7 - \ 5/08/06 MINE PERMIT
p / 6/07 Land Qualify
7777/e\' s.. - - \ \ \ - — -- - 7 / �\ 00 8 10 07 • Land Quality
00
I /'. O
1 r.. 1 { I t -; r. — C CV 1 Z 6 07 Urivewa Permits
` I QUARRY PLANT AND 7 _ — / / r
k
..: L i y Q 0
_ _ `�, / IN STRUCTURES 1 30 08 Drivewo Permits
r±' i� � SUPPORTING S U S � ., „�. t� / 1 r
�r OR, � \ REMOVED AND SITES i, i :� \� / I � ya - _R'sH of } 4.
�'.......:.. A±� ; I RESTORED D SEEDED - ��
- -�- '`� � /. i ' � � s� � � � � AN TRUCK � � r .f � Rr ,� J �
��� ? ' 1' i i_- x�sn _ m
y, :� WITH GRASS ENTRANCE ! Nc �o 0
W14-12A
-ROAD TO REMAIN 48 »x48„
eocE
°F Pa ,� Z
0 1M�tir
�\ \
_..—
f�s Rp,�O o, I—
f NOTE: POSTED SPEED LIMIT
- ALONG FERRY ROAD IS 45'L
\ PROPOSED TREE PLANTING AS PART i MPH: , O 0
PROPOSED 25 U m
\ - '- % OF RECLAMATION PROCESS; I �[
1
\ f TREES SHALL CONSIST OF A MIXTURE WIDE R. 0. W. c� Q V N
\ \ \ 1 } C? \ 1 1 I OF PINES 4-6 FT IN HEIGHT AT THE TRUCK U ❑
TIME OF PLANTING. THE REMAINDER I PROPOSED 18 "0 HDPE CULVERT. ENTRANCE W C4
`} • l �' T ` `� I OF THE SITE SHALL BE SEEDED OR ! 100 LF ® 17 MINIMUM SLOPE; REALIGN p 00 W
OTHERWISE LEFT IN A STABLE CONDITION. EXISTING DRAINAGE DITCH ALONG FERRY 14-12A W
I ROAD TO ROUTE DRAINAGE THROUGH CULVERT.
48 "x48" —q
< ( PROPOSED FERRY*cq
: 1)\ \ L..._ ROAD ENTRANCE cis o � Ln
\ PERMANENT PLANTED BERM N o
\ PERM NENT PLANTED BERM �\ I I Z p-
QUARRY RECLAMATION SITE PLAN �cA�E 4a_ Or 9 OD
{/')
PROPO I ED TREE PLANTING AS PART ! \ i/ �/46 / SCALE 1 "-- 250' f � '>
\ OF REC MATION PROCESS; 40 0 20 40 $0 0 U o
\ -- - TREES HALL CONSIST OF A MIXTURE 0� PINESRaw\ ± 1
I...4 - 6 FT.I IN HEIGHT AT THE TIME OF PLANTING. f 3
\ 250' 0 125' 250 500' _ �w
ca
1
130F 13
1 . t
i 1i� ��7 � �f ': fq �i ll . � V. •. '1 I �1�''1'�1f•yl3�I�[��
dk.�,J,,n:�