20091301 Ver 1_401 Application_20091209

Martin Marietta Materials
South Carolina Office
2000 Center Point Drive
Suite 2325
Columbia, SC 29210
Telephone [phone]
Fax [phone]
December 10, 2009
Ms Cyndi Karoly
Supervisor, 401 Oversight Unit
Department of Water Quality
NCDENR
2321 Crabtree Blvd
Raleigh, NC 27604
RE: Martin Marietta Materials, Inc.
Kings Mountain Quarry - Cleveland County
Isolated Wetlands Permit Application
Dear Ms. Karoly:
09-1301
$PAIP
p
DEC 1 = 2009
DENR - WATER QUALITY
3N VNDS AND STORMWATER BRANcrn
Martin Marietta's Kings Mountain Quarry in Cleveland County is planning to re-locate
its processing plant. The existing plant is located on top of future mining reserves and is in the
way of our future mining operation. In December 2008 we had Fish and Wildlife Associates, Inc.
delineate the wetlands on the proposed plant site and they determined that the site contains a 3.61
acre isolated wetland. Martin Marietta requested and received a Jurisdictional Determination
from the USACOE stating that there are no waters of the US, to include wetlands present on the
proposed site. The USACOE has confirmed that the wetlands on site are isolated and non
jurisdictional. The JD was issued on August 31, 2009.
In order for Martin Marietta to construct the new plant and stockpile yard, it will be
necessary for us to fill approximately 2.69 acres of the isolated wetlands. In order to proceed
with our project, we are requesting a non-404 Jurisdictional General Permit to fill these wetlands.
Enclosed, please find five copies of the completed Pre-Construction Notification (PCN) Form,
along with associated maps. We have also enclosed copies of the USACOE JD and Identification
and Delineation of Aquatic Resources Report by Fish and Wildlife Resources, Inc. A check in
the amount in $570.00 is enclosed to cover the cost of the application.
We trust that this information will give your Department everything it needs to complete
the review of our application. Should you have any questions regarding this application or
require any additional information, please call me at 803 978-6275.
Sincerely,
44zDd1__11__
Richard W. Broughton
Environmental Services Manager
Charlotte District
r 0 - 1 ^ 0
O?O?_ W ArFR?G
r
o?-r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information A IF 111%
1. Processing
1 a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ® Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Martin Marietta Materials, Inc. Kings Mountain Quarry
2b. County: Cleveland
2c. Nearest municipality / town: Kings Mountain
2d. Subdivision name: N/A i Zj1Q1)
2e. NCDOT only, T.I.P. or state
project no:
N/A VJETI,q.WOSAND$T0R&t0'1+AMR BRANCH
3. Owner Information
3a. Name(s) on Recorded Deed: Martin Marietta Materials, Inc.
3b. Deed Book and Page No. Bk. 1140 Pg. 1411
3c. Responsible Party (for LLC if
applicable): Larry Ward VP - GM Charlotte District
3d. Street address: 8701 Red Oak Blvd; Suite 540
3e. City, state, zip: Charlotte, NC 28217
3f. Telephone no.: 704 525-7740
3g. Fax no.: 704 527-9283
3h. Email address: [e-mail]
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Environmental Services Manager - Charlotte District
4b. Name: Richard Broughton
4c. Business name
(if applicable): Martin Marietta Materials, Inc.
4d. Street address: 2000 Center Point Drive; Suite 2325
4e. City, state, zip: Columbia, SC 29210
4f. Telephone no.: 803 776-6500
4g. Fax no.: 803 771-4200
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Pamela M. Boaze
5b. Business name
(if applicable): Fish and Wildlife Associates, Inc.
5c. Street address: 25 Water Tower Lane
5d. City, state, zip: Whitter, NC 28789
5e. Telephone no.: 828 497-6505
5f. Fax no.: 828 497-6213
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 12640
1 b. Site coordinates (in decimal degrees): Latitude: 35.2293 Longitude: - 81.3390
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 38.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Kings Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin: Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is part of an active quarry operation. Land has been disturbed and is covered with various vegitation and some trees.
3b. List the total estimated acreage of all existing wetlands on the property:
3.61 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
The existing quarry is proposing to construct a new processing plant on this site. Site will be graded for a processing plant
and stockpile yard.
3e. Describe the overall project in detail, including the type of equipment to be used:
Site will be graded for a new plant and stockpile yard. Various earth moving equipment will be used to conduct cut and fill
across the sit to prepare final grade for plant construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: COE Issued JD on 8/31/2009
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Fish & Wildlife Associates,
Name (if known): Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
COE issued JD on 08/31/2009. Copy of JD is attached.
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Fill Isolated ? Yes
? No ? Corps
® DWQ 2.69
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 2.69
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed,
5a. 5b.
Pond ID
number
then complete the chart below.
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Proposed use or purpose (acres)
of pond Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temoorarv (T) impact
61 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact I Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Attached
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Attached
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
2b. If yes, mitigation is required by (check all that apply): ® DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

®Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: 2.69 acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form -Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ? No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
Site is covered under NPDES General Permit NCG020044. Site has developed a SWPPP
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Process water will be re-cyled in a closed loop system. Waste water discharges are covered under NPDES Permit.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ? No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ? No
impacts?
Raleigh
?
5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ? No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ? No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ? No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?

Dan Shephard

Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Q9°?30 1
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200900334 County: Cleveland U.S.G.S. Quad: Kings Mountain
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Martin Marietta Materials
Address: 2000 Center Point Drive
Suite 2325
Telephone No.:
Property description
Columbia, SC 29210
Size (acres) 38 Nearest Town Kings Mountain
Nearest Waterway Kings Creek River Basin Broad
USGS HUC Coordinates N 35.2293 W 81.3390
Location description Martin Marietta Kings Mountain Quarry located adjacent and north of I-85; just south of
Kings Mountain
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) Jurisdiction. To be considered final, a
jurisdictional determnation must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
R. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Steve Chapin at [phone] x224.
C. Basis For Determination
N/A - there are no iurisdictional waters of the U.S. on the arouerty reLyulated by the Corns.
D. Remarks
There are isolated wetlands on the property that have been severed in a non-jurisdictional ditch from the nearest
jurisdiction waters of the U.S. Please note that these wetlands are regulated by the State NCDENR - Division of Water
Quality.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Steve Chapin, Project Manager,
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 10/31/09.
"It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: s iit
Date 08/31/2009
Expiration Date 08/31/2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
http://www.saw.usace.army.miI/WETLANDS/index.htmI to complete the survey online.
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Martin Marietta Materials File Number: 2009-00334 Date: 8/31/09
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://www.usace.anny.mil/inet/functions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: if you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered pernut for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terins and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section IT of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered pen-nit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Steve Chapin Mr. Mike Bell, Administrative Appeal Review Officer
USAGE CESAD-ET-CO-R
151 Patton Avenue, Room 208 U.S. Army Corps of Engineers, South Atlantic Division
Asheville, NC 28801-5006 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn:Steve Chapin, Project Manager, Asheville
Regulatory Field Office, 151 Patton Avenue, Room 208, Asheville, North Carolina 28801-5006
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801
00-1301
IDENTIFICATION AND DELINEATION
OF AQUATIC RESOURCES
KINGS MOUNTAIN QUARRY
CLEVELAND COUNTY, NC
Prepared for:
Martin Marietta Materials, Inc.
Charlotte, NC
Fish and Wildlife Associates, Inc.
Whittier, NC
January 2009
IDENTIFICATION AND DELINEATION OF AQUATIC RESOURCES
KINGS MOUNTAIN QUARRY
CLEVELAND COUNTY, NC
Introduction
Fish and Wildlife Associates, Inc. (FWA) was retained by Martin Marietta Materials, Inc. to
identify and delineate aquatic resources within a 38-acre tract on the Kings Mountain Quarry
property. The purpose of this investigation was to determine if any 404 jurisdictional waters
were present on the proposed site for the new processing plant.
Methods
Desktop Review
FWA personnel conducted a desktop review prior to the field investigation. Data sources
included USGS topographic maps, aerial maps, NRCS soil maps, as well as detailed site plans,
small scale topographic maps, and aerial maps provided by Martin Marietta Materials, Inc. A
map showing the review area is provided in Appendix A.
Field Investigation
FWA personnel conducted a field investigation of the 38-acre tract on the Kings Mountain
Quarry property on December 18-19, 2008. Based on the desktop review, areas with potential
tributaries and/or wetlands were investigated on foot. Streams were identified following the NC
Division of Water Quality's Stream Identification Form, Version 3.1. Wetlands determinations
followed the Army Corps of Engineers Wetland Delineation Manual (1987).
Wetlands identified on the tract were delineated, flagged, and GPS coordinates were recorded.
In addition, any streams identified were flagged and GPS coordinates were recorded. GPS
coordinates were converted into shapefiles and mapped in ArcMap.
Results
Desktop Review
A small pond, or open water, was shown just north of Holiday Inn Road on the USGS
topographic map and aerial maps. A blue line stream flowing north from the pond directly to
Kings Creek was shown on the USGS topographic map, but did not appear on any other data
source.
Elevations on the USGS topographic map differed from the detailed topographic maps provided
by Martin Marietta Materials. The elevation decreases from the pond to Kings Creek on the
USGS topographic map, whereas it increases on the Martin Marietta topographic maps. This is
likely due to changes made on the Kings Mountain Quarry property after the USGS topographic
maps were made.
Three drainage areas with steep slopes were shown on the detailed topographic maps. When
looking at the surrounding terrain, these areas did not appear to be natural contours. The
drainages were investigated during the field survey to determine if any tributaries were present.
Field Investigation
No 404 jurisdictional waters were found on the 38-acre tract. One isolated wetland was
identified and delineated. The wetland was in the approximate location of the pond shown on
USGS maps, but was larger, approximately 3.6 acres. A map showing the delineated wetland is
provided in Appendix A. The source of hydrology appeared to be mainly stormwater. Drainage
patterns ran from the northwest to the southeast, which agrees with the elevations on the Martin
Marietta topographic map. The wetland also receives stormwater from Holiday Inn Road.
Because this area was shown on USGS maps as a pond with outflow, it is possible a spring may
be present. Due to the road fill from Holiday Inn Road, water accumulates in the wetland, but no
surface water connection to a tributary exists.
Wetland characteristics, such as vegetative cover and hydrology, varied throughout the
delineated area. Standing water was present during the field survey, as shown from data sources
during the desktop review. Other portions of the wetland were not inundated, but saturated soils,
drainage patterns, and/or oxidized root channels were present. The Wetland Data Form is
provided in Appendix B.
Common species in the inundated portion included Salix nigra, Juncus sp. and Eupatorium
capillifolium. Platanus occidentalis, Liquidambar styrac flua, Phragmites australis, and
Baccharis halimifolia were common in areas without standing water. Other species encountered,
but not as common included Acer rubrum, Acer negundo, Juniperus virginiana, Rubus sp., and
Lonicera japonica.
The three drainages investigated for tributaries scored less than 10 on the NC DWQ Stream
Identification Forms (Appendix B). The drainages had an abundance of leaf litter and no water
was present in the channel even though there had been recent rain. A small, dirt road ran
perpendicular to the drainages. No culverts were present, and no water had pooled above the
road.
Adjacent to the northeastern end of the review area was a large industrial pond. A drainage way
was found near the northeast portion of the tract. This channel appeared to be excavated for
overflow from the lake. Water was flowing in the channel during the field survey for
approximately 75 feet until it went underground. Approximately 15 feet down the channel from
where the water flowed underground, there was a 30 foot vertical drop in the channel. No water
was present in the lower portion of the channel. The channel had no natural substrate, only rip-
rap in small and large sizes. This drainage way scored less than 19 on the Stream Identification
Form.
Conclusions
No 404 jurisdictional waters were present on the 38-acre tract on the Kings Mountain Quarry
property. However, a 3.61 acre isolated wetland was identified by FWA personnel.
Concurrence from the Army Corps of Engineers is required and a Jurisdictional Determination
Form has been prepared. Any impacts to this wetland will require an Isolated Wetland Permit
from the Division of Water Quality.
Qualifications
The field investigation and preparation of this report was conducted by Leslie K. Bilbrey of Fish
and Wildlife Associates, Inc. Ms. Bilbrey holds an M.S. from Central Missouri State University
in Biology with an emphasis in herpetology. As a research assistant at CMSU, she performed
herpetofaunal surveys in riparian and wetland habitats, researching habitat preferences and
species associations. She has avian survey experience in Great Smoky Mountains National Park,
including monitoring a protected species, the Peregrine Falcon. As a Wildlife Biologist with
FWA, Ms. Bilbrey performs surveys and habitat assessments for sensitive, threatened, and
endangered species. She performs environmental assessments, habitat evaluations, wetland
delineations, stream determinations, and faunal surveys.
APPENDIX A
Project Location Map
Cleveland County, NC
Map of Aquatic Resources
Kings Mountain Quarry
P81.35WOW- W,
Z t... •,?. i.
Got t
di
00-_ Ch yO5Pµsi '93, T p81.3333333° Wi p81.316?6613W
-CtplrT S^ ?S __ '
fV I 9!S , Ai lpR -j ST20
41
? II - w1• ! ? rIh
Goll T 2 RIVIA003
Courge , ;r .. Ah l
1 17
~ 7ry?•MYril Erb'
I
G?S? YV?Et7l?'f Af"' tl6t't r R!+ tr
9a:
v
` l r a t
Of al yCw iBC
€t?__t?,s?? Park a`sl DiSj1nS¦;
?I _.. A I ?-?Ita]
.--L
u ,t
b
7 wt I r ¦
r .
Ch }
Eno Side
,

-I
1 94
.._ .
-41

'
Cr m

n6l
- .? -r ••..... ? / Red -
Review Area
'
NIHl'"HANGE $ },
•. 'L
? I

n ,?,- `1NTs Mmt Ponds k - _

i
f U•

>Ia Z

I ii ! _ "?
05
N
1t -
4r/ A

'/• %
??/ t - .
_ - -.: 959} ?,. r

? SCALE 1:24000
p 1 MILES

p 1000 YARDS
•
0 1 KILOMETER
7° W
I I b81.35 ° W I I b81.33 333° W I 1 1 081.316P666- W
Name: KINGS MT Location: 035.2293172° N 081.3390183° W
Date: 1/5/2009 Caption: Area investigated for Waters of the U.S., Kings Mountain Quarry,
Scale: 1 inch equals 2000 feet Cleveland County, NC.
Cnndriaht IM 1998. Maotech. Inc.

• 4
A ?

e .'
y
?

R• ? n.
Af r ? ?
i ? ?f r
r
t
I+f

` c.

i - J ,
f

3

t
T
;
'
? a
L Y

Legen d J
,
a ?
Wetland -

Review Area 0 135 270 540 810 1,080
Feet
Location of aquatic resources on the 38-acre tract, Kings Mountain Quarry, Cleveland County, NC.
APPENDIX B
Completed Data Form
Routine Wetland Determination
Army Corps of Engineers
Completed Stream Identification Form
NC Division of Water Quality
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: K-i+nnIA Mounk-010 I&ILA&,C( Date: 1;? • 1 B ng
Applicant/Owner , Moafihn M&r?t++Vt-, County: CLgVe(gj%Jk
Investigator: 1 fS I i L S i lbrt? r\ ON t ??? 1 d li ?t A<SU UOLH I State: NC
Do Normal Circumstances Exist on the site? (& No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transact ID:
Is the area a potential Problem Area? Yes ifiD Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.b9lAid1MbA.r :?wiACI{6A, T AC+ 9.
2.P10Ii-anuS OCC1601i0litS 7 FACAN 10.
3.GafiX 1a?R. T OSL^ 11.
4. 12.
5. NfQaM?tC S QU s+f all s CVO( 13.
6F('Aia+C-n r'--N CAp+(nll\^ (?{ fACV 14-
7. 15.
8. Li i ('t ?Yl hL1?? f11N Cf3?tQl 5 ?? C'' 16.
Percent of Dominant Species that are OBL, FACW or FAC 6/(0 ??.
?G
(excluding FAC-).
Remarks: r71hor S(xc+fS 1piCSfilA-, 6^4--v)t' c.3uv1,,7..nt- A ccr vuA- L- } ca?rp-knvi
LaNoliniarv\ A-LU nrC5"bipto JLJnCLa.s L4m: (tdc,- )oL-Pvn- c-- , R?bv s ;
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs X Inundated
_ Other _X Saturated in Upper 12 Inches
No Recorded Data Available X Water Marks
_ Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands

1-3 Secondary Indicators (2 or more required):
(in.)
Depth of Surface Water: X Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAG-Neutral Test
-Neutral
h
E
l
i
i
R
k
O
Depth to Saturated Soil: er (
xp
n
n
emar
s)
t
a
Remarks: 7hiS was Q tGZI _j.e wC4"lAr? . at ll i(i`.IG{'?r1c'' L 1?+I f??U? Chfrt!r1 ,s?+L
YI V v P'rC St r? 4- -tr)V-1D U jv" u LA,4 Ik ?. t ?U f 1 t C? I??? i Ai y $ V 0 "% C. V'4 \ C A- •ttx- 5 \K v t YC;t
oLC.? d s,.n??.. p,? 'Mt. ?U LCd -I -? ?YZ vv? xyT \ /? I k- ¢ t.uC •( 4 c .n.c? .
-4,_ . ' - i.,.<< - L .I-A-0C<.A -IT"C \MIA I4,0 Ve ITOAV_C twxof1 qi ow„t ,n

SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color
Mottle Colors
Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
D- I?YR 3tZ loo?my c?a v,
y ?,I?? a.sl,? 7, s rk 3?? ?0` <I a?.t Sd.^ut
FIIC y?l ? i1 °? C ?„F.f L..ff t,l SGV? f
Hydric Soil Indicators:
Histosol _ Concretions
_
Histic Epipedon - High Organic Content in Surface Layer Sandy Soils
_
?C Sulfidic Odor - Organic Streaking in Sandy Soils
Aquic Moisture Regime - Listed on Local Hydric Soils List
-
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks: ^, Stc! f GIoC. Gdvr WOS 00t- O?S?Y?+'? '?nrov??+Vttit "fY? wtJUL,4_
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No
Remarks:
(Circle)
Is this Sampling Point Within a Wetland? Qy No
ApproveO Dy HUU5AL& M;e
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 1.1. t g. o 7 Project: ? CC?S pbn S)tak Latitude: 3 S. a a ?? I
Evaluator: L'$lb c ? • & 6cc site: Longitude: -$ 1
Total Points: Other
Stream is at least Wermttent County: CA v L Lo? e.g. Quad Name: ?Ll M .
ff a 19 or rennial ff 230
A. Geomorphology Subtotal = Absent Weak Moderate Strong
1 e. Continuous bed and bank 0 1 3
2. Sinuosity 0 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Activelrelic floodplain 1 2 3
6. Depositional bars or benches 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
9' Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No =
Yes = 3
Man-made ditches are not rated; see discussions in manual
2
14. Groundwater floWdischarge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - dry or groyAng season 0 1 2 3
16. Leaflitter 5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1.5
18. Organic debris lines or plies (Wrack lines) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes =1.5
r` Rininnv (Suhtntal = ? - ? 1
Fibrous roots in channel 3 1 0
21b. Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 Xt) 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periph on 1 2 3
28. Iron oxidizing bacerialtungus. 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, item z9 focuses on the presence or aquatic or wetiano plants.
Sketch: y'
Notes: (use back side of this form for additional notes.) L?s
. CGVIno 'f- .
5 CD rc ? Y't.A.v%
V44n g7'
1 ?acS
i
A.-FP
, cry rcLl ?o b2 rna.r1-r?a?r?' ?r-s 100L exw%ez- .
CCU` -?y1r JAICP wrox 10 0 "Ff'1K-I
td.
'M e ?. LJ? S 3U -? d. i h Ll n-vt L 3

North Carolina Division of Water Quality - Stream identification Form; Version 3.1
Date: i $ D Project: min Carr 4 Latitude: 35 . a a 3 R ?]
Evaluator: L svt c t3l, b C"{ Site: Longitude:"$ I. -S qw-3
Total Points: ether
Stream is at least intermittent 7 County: ?- ?tkO A? e.g. Quad Name: V_A rO)S
it a 19 or perennial if 2:30
A. Geomorphology Subtotal = Absent Weak Moderate Strong
1°. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 CID 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 1 2 3
5. Active/relic floodplain 1 _ 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
9° Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on i i
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
Man-made ditches are not rated; see discussions in manual
R 4ivrirninnv /Ci ihfnfol = d 1
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - dry or rowi season 0 1 2 3
16. Leallitter 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
r' Rintruiv tSi ahfnfal = 1 1
20t'. Fibrous roots in channel 3 1 0
21b. Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Mac robenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacterialfungus. 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; Other = 0
" Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.)
Sketch:

North Carolina Division of Water Quality - Stream identification Form; Version 3.1
Date: a a . v $ Project: / M-Mr Latitude: 3S . as 3
Evaluator: ?Xs}, e gi Ibf;ct? site. Longitude: 3S j DO
Total Points: I
Stream is at least k#ermhent 2 1 County: Ole v 2 e.g. uad Name:
if z f 9 or rennlal i(2 30
A. Geomorphology Subtotal = Absent Weak Moderate Strong
18. Continuous bed and bank 0 2 3
2 Sinuosity 0 2 3
3. In-channel stricture: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
98 Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 00 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
o = 0
Yes = 3
Man-made ditches are not rated; see discussions In manual
R LJ,ieiminnv rS2nhinial = I) 1
14. Groundwater flow/discharge 0 1 2 3
15. Water In channel and > 48 hrs. since rain, 2E
Water in channel - dry or groyAng season 1 2 3
16. Leaflitter 1.5 1 0.5
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes =1.5
r: Rinlnnv (Suhtotal = 1
20b. Fibrous roots in channel 2 1 0
21 . Rooted plants in channel 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (rote diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bactedalfungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetlena plants.
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: Y" t S AA Y) { Latitude: 3 5 01 a 3? ?j
Evaluator: Site: Longitude:~S<l
Total Points: Other ?q
Stream is at least intermittent ? County: e.g. Quad Name:
if 2 19 or nNaf if 2 30
A. Geomorphology (Subtotal = Absent Weak Mod qqa to Strong
1°. Continuous bed and bank 0 2 3
2. Sinuosity 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 1 2 3
9 ° Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
o = 0
Yes = 3
"man-made ditches are not rated. see discussions in manual
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - dry or rovA season 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wreck lines) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? cfio=o)? Yes =1.5

Fibrous roots in channel 3 2 1 0
21b. Rooted plants in channel 3 1 0
22. Crayfish _5 1 1.5
23. Bivalves 1 2 3
24_ Fish eV3 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. MacxobenthM (note diversity and abundance) 0.5 1 1.5
27. Filamentous al ; peri yton 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 _ Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upiaria piams, item za focuses on are presenkv ul aqua- u, -al w p---
Sketch:
Notes: (use hack site of ttrs form for adddionat notes.)
1'?oVio-gin CA-O.Rl eNto wl?h
St,-?-t ? -- G?-?co? e.. ? ?m?, ? ?e?v?n t,??? ,no ut.h.r.??-
I I I p81.3 000° VM I I I P81.33 333° v? I I I p81.314666° W
r Suhw .__.
Mon" f. Fah f
cc
7. I

•
Y
J
6 ikJ `TN
'lilt/
?gx :-sr
?+ '"
! c 4I?il t RO r?
aL»
144 1 `
1
I
z • +
L

tN ° . OI I*
!. - .I? 9G5 J,`.
- I f
ky JNA L R.:w i;l (016 '.?. r
Sr 216 `> Y b
,_ ' i?.. , •
1
N
lri
m ?

\
Cou 11 B -7 ,? L
nT ?I \?? a
J.: r ARK St? Pa
?jtipl KM 1Q08
k w Pw. ge
"/t761:--?.:1 Disposel

1Iv5 btem I r l C i {? 1
Ch
?i v r 19

f
I
- -

r
I t • lbr

i _ ,,ttT? lltr
J' lye
It
a 9 9

tOit? ?1? --- -
T(
..?'-'----.• 2Oli
lGS ?rMO
H Il.-? nJ i
1 {
,H
T IN ke5t
1

I

t
i t
.

z
`- - -
..
Fa m Si _;

y
-

Review Area

R
- Y `

o•.'? ?.t WT5 MmE M ustna ?'
Pon Os k

• i _ O

! 13
kF s
? r - ?' -
1 -- WT

i
? .
l:h? I i

r' 41z .0.7

I
P/
Z 7
U) J
??

l .-
c / - t Mf6li. ti+ ) ?

r
' ! f ?/9t s"?\\ ,1 -. I 1 t ~ . '?l il[A'yir. l ,
t •?,:; O?.e)1
D rM190ion?.
I / r
. _.. -
•rsp c - _ - - t r

SCALE 1:24000
• r
j - - +jgg
r 0 1 MILES
• 0 1000 YARDS
•
0 1 KILOMETER
7°W
uai s0u?w - vv I 1 1 051.333}4333° W I ' ' 081.3160666° W
Name: KINGS MT
Date: 1/512009
Scale: 1 inch equals 2000 feet
Location: 035.2293172° N 081.3390183° W
Caption: Area investigated for Waters of the U.S., Kings Mountain Quarry,
Cleveland County, NC.
I.

N
a
d
az"i ? Q ? 3 3

as
oa
ru
0 ?
? w
L
o?
oo a b
U
W \ ? ?
a
?b
? a ? a a
y
O? Q+ rj) g
a O en O v v H o
p fA r. WW tit
a.1? \\ ?' v cV H ?+ II
CA N y °o
A U
C
15
\? C
cc U N
? N
-, ? it ? /!/ ? ••'.
f
? r
¢? ( ?° d'

A7
O
x �
w wco
5 �co
co
co v
900 i Zit
°5
Oyu
#/
0
i
IM
A
0
W
zN
�
a
oa
a
0
�o
z
J
o�
G
o'4
A
0
a
oa
a
0
�o
z
J
o�
G
o'4
A
0

Martin Marietta Materials, Inc.
Kings Mountain Quarry
Copy of Mine Map to be submitted as part of Mining Permit
Modification Application. Map contains sediment and erosion
control details and data.
Note: This map has not been approved by NCDENR Land Quality
KINGS 6 MWNTAIN BatDr~s 50 -0" 25 -0" 50 -0" REFER TO PLANTING SCHEDULE - FOR SEEDINGINSTRUCTIONS.
CHARLOTTE VARIHBLE A5 D RECTED lV THEE LNEBR 3'Lx3'Wz3'D ~~(8"MAX,) ~ PLACEMATERTALFROMEXLAVA7IONON
85 y y - ~ - DOWNNRI„ SIDE OF FLOW. USE ADDITIONAL Z• A911d r y t ~if--, FILL 70aCNTEVESPEaFTEDHEiGHTANDWIDTN. 2~
MiN1oGA. .L.s..~ MIN IzuzGA 1--- f ~i ~i~~ ~ - ~ ~ ' - - ~ ~ ~ ,-hl _ INTERMEDIATE WIRES i i ~ ~ it r'f I 1 ~ ~ ~ ~ ~ ~ ~j TO PIT 50'-0" 25'-0° 50'-0" 20'-0" 50'-0" 15'-0" 50'-0"
LTNEWTRE~r--E i""=-T~w ~ ~ yc`~ IEiT 1 ` V~ ~ I -~~.E~.V.,+a` ~,i . /fa ~ FLOW b _(r i
ti~ 27
KI GS MOUNTAI ~,,,,.NIGNyVAIL Tiff ~I I i i ~ P -f ~ m ~ ~ l f ~I -1 ~I SEED aND MULCH DIVERSION cNANtJE'L AND DAE 10 PIT
QUARRY _ a w~ -I I( f l i IMMEDIATELY AFTER CONSTRUCTION CHOOSE p W N a VARIES APPROPRIATE SEEDIW MI%TURE FROMTHE 125'-0" 1~~,. 2.~~~-I'
3° BOULDER BARRICADE g~~ SEEDItY,SCNEDULE. i'
STEEL OR WOOD P05T TYPICAL BERM CRO55 SECTION
WIRE FABRIC ~P~ 2T
TEMPORARY DIVERSION DITCH E~1o5 FILTER FABRIC 301143.05 U 549402.04 ~9k
85 m ~ o . I a
GREENVnLE:,SC VICINITY MAP
LL ~a b 250'-0"
GROUND LINE b '~'Qrnm TYPICAL BERM CRO55 SECTION
m ANCHOR SKIRT MIN. OF b° AT TNF TIME THATAN ACTIVE FACF w1- 0 6° 1'FREEBOARD BECOMES A DEAD WAIL, INFORMATION ~u ~ p N
WILL BE SUPPISED IN bUPPORTOF vya 0 1'FLOOD STORAGEZCNE 5'MIN 7HE OETFRMINATION OF FINAL SLOPE FOR
UNCONSOLIDATED MATERIAL _ (MAXIMUM SLOE NOTTO EXCEED B:1) gL7ERIA7E: IN LIEU OF BURYING SKIRT b".5" OF 7!5STONE w;'"
MAY BE USED 70 ANCHCR SKtl2T. , 20` SAFESY BENCH i0'
~FILTFR FABRIC P CHANNEL DRAINAGE Q25 W SLOPE Z VELOCITY TYPE TEM 0( Y TYPE TEMPORARY SHEAR PLACE 4' WIDE
4'STORAGF 2pNE ~ AREA LINE TYPICAL SILT FENCE (TOTAL BASIN CAFACIIYJ CROSS SECTION LINER 50'-0° R.O.W. WIDTH {mar) STRAW w/NET
BENCH NTVaRtES #1 1.73 4.98 4' 5.8% 2 4.42 GRASS STRAWa Wf5'H ROCK ELEVATION GRASS STRAW w/NET 0.51 ~ BLANKET STRIP BY AMERICAN EXCELSIOR Co.
APPROXIMATE NEIGHTRANGE: 0'.5p~ #2 0.10 0.29 2' 5.8% 2 1.93 GRASS N/l GRASS N/A N/A
GRASS STRAW w/NET 0.14
DESIGN SETTLED TOP EMERGENCY BY-PASS #3 0.30 0.86 2' 2.4°I 2 2.16 GRASS STRAW a OVERFILL b° FOR b" BELOW SETTLED TOP 5' MAX 21" MM SETREMFNT OF DAM #4 0.01 0,20 2' 2.4% 2 1.33 GRASS NN GRASSED GRASSED GRASS N/A N/A SHOULDER SHOULDER i. d
_ I a' MIN ,;i wzDm ~ #5 0.04 0.12 2' 2.7°/ 2 1.14 GRASS Wr ~ t GRASS WA N/A _
VARIES-APPROXIMAIELV , ]/2OF HEIGHT OF BENCH
r FACEaeovE 1 #5Woshed °o°o #b 0.04 0.12 2' 2.7% 2 1.14 GRASS N/! Top EI¢wtion of Stormuroter 5tora ~ °a°a° WIDTHI IWIDTN Fjaw 4'SedimerU Storag¢Areo .,~ooaQO° •-1_~_~__- GRASS N/A N/A -112"' / Ft -1/4° / Ft -114' / Ft~ T~-I -i1 i l~I~I _ ~JI°-i I~l~i •I~11- Il=1i-
^o°oa°a° #7 0.64 1.84 2' 6.5% 2 3.83 GRASS STRAWu _:'~a°oaooaooo yJpTUtAL 6ROIMD GRASS STRAW w/NET 0.65 Apply 'Straw w/Net Blankets' lengthwise, parollel to the centerline of each
- ~Aa°O°4°a°a°a 3'MTN ' PROPOSED /aQaao°°oaa4oo°o0 #8 O.f3 0.37 2' 6.5% 2 2.14 GRASS STRAWx GRASS STRAW w/NET 0.24 8"ABC (CRUSHED STONE PAVING} ditch, centering the first blanket strip over the ditch eenterNne, as shown in this detail. Follow manufacturer's instructions far application,
MAxzrAUM a°a°o°o°o°a°o o°n°o DEPtta=Bao' I ~ o° o 0 0 0 0 0 0 o STONE: SECTIQN - - - m' Mm. l' m' Min. Q25 =CIA, where C : 0,4, I = 7.2 staple size and staple pkeement intervals.
K¢y in Bottom ~ STONE ROADWAY WITH DITCH GEO-TEXTILE LINED TRAPEZOIDAL DITCH
TYPiCALCROSS-SECTION -PIT Layer of Rip-Rap , ( TEMPORARY LINERS DESIGNED ON Q2, I = 4.7 :J
~arryR~-~~w ROCK DAM SEDIM ~ / sores of spillway , ' , _ y / ' .are,
r 4 10' Min ~ 3' Min j ~ y~..
~ 1' Mfn. Freeboord \ ! ~ ! ''\i ~ f„ ~ . 71.. ~1 i t ~ - \ f}.-^^'~_~---^ J t j ~ ~l~ ~ {31 I./ J/ , %'r i<`~} J~ MA V 1 ! d
4' min. class I Rrp~ y i ~ ` ~~sfr ~ ~ ~ X4.9 t ~~A ~ ~ ~ I i ~ No dawn 15' ~.ti:.' ,.'i? ~ Sf, r ~ \ ~ \ f \ r ~ ~ ~ ' r ~y''" y i
Stakes 1 la "7d~-~ ~'~tD~- r ~ w! t ~ . ~a ~ a ~ ati t4 i 1 ~ ~ t : _ ."`.--'""_'--`-°--~,-...»w t ~t1~ ,fir kars - r
~':u 1 f ~ j fir! f. i ~ ~ 1 V ~ A i~~~~..5 ` \ ~ ~ - - - ' _^I_. i~ ~i' (~1 r'^ ` ~ti~~~' ~ a . ~5"~~G? i} ~ j ,~--rM,N-,: y~"~.^..ii~es6 s~- estxwCe'^a" r ~ ~ y~,~..,.----„ ~,a~-.7 ~ia~ ~ /t{~y, r C o.'^~~
,i f ~i i 5Apgvix. ~.fLLi ~ J,~ _ ( ~~i ~,',~~~~1 ~%~~y: i-s~_, _ - .a -~3 'o' Inlet ~ F7 ? r~`r,-...1~ v;,~ ~ f: 49 ~ E ` ~C'~a" -_P"L-ar- ' :.i ~ 11 /f/t/ J1 ~ ~ ~ i K ~{I~~q~
Plasfc ^ SECTION THROIIGN BERM AND F71TER i ~ r i ~ ;'r ~ r'/ t--' ~ E ~ f~>°~~ ` ~ ~ / ~ E .:Y~ _ carrugatoi r ~ r Vc, ` ! \c: ~ ' 1~ %f'% y 1 } Pipe ~ ~ Or ~ ~ b l l " ; i K - - - ~i fl~jf ~~~~7t t { ~ P_...Y~..c ~ jti`~J j~ 9 ~~~rJ~ - _ , ;;r~r~~,t ~ 1 ~ ~ L
` li s ~ ~iI/ ~ 1 r ~ ri ~ ~
ar GRAVEL RIP RAP FILTER BASIN i ~ i,~.- ~ r~,ia`; I 1 ~ ii I ~ J1 - y~'f't~,i{ ~<k tr rrt E ~ ~
F ~ _ 4~ ~ ~ fjfff ~ ~r1 1f jSf~T ~7l ~ ,
Ievds¢ction ~ 1 i j 1`.,,/'~ ; t ~1 ~ r ~{z; ~ r - -SEE A CfJRA 5C[IRED " _ _ la1 'r, Bps' 1 ~ ' Cjt-, '1'` NOTE _ _ _ - _ ~ t C ~ : ~ 1, - - _ _ _ - V
- - PLAN VIEW STAi~1DARD 3`EE SE ON ~ < r ; : , : , ~ ~ ~ .r,~'~,g, ~ t, , x ' ( 1a i ~1 - i ~ - ~~°r I ~ ~ , ' ~
~ ~ r E ~ } ~ii~ ~ r `t,+~ 11 L 1 ~ ~ ' ~ L1 Z,~~ f a ~ ~ Ym F ' 7tfrs 1f ~~~E ~ w-" ` ~ 7ri,:--.1 ~
lit S~,lj t ~ ti.. ~ /lf. ~i; t t. r71. ~ l ~ ~(~Ei`' ~T t0 I O 1 ~ t' i r h ~ 1 1 ~ 1> ; r ~ } _ i h., , `~f .1) / `~f/tt~`!++ ciil .,°"4"~ } ,'fir/1 ~~al .3
- t -1Fat,; tCri :1 O,v 7~ ~~.~u: ~i` '"~jl~ a "t~: flr(~ .'Of - p . ti f {ti~ I ~rt~~ r,''"~ „a}cF r t' p rzf ~ ~ ' 4 l ' rl ~ f ;i t ~ ~ f1+ ~,r" r ~'Y r i~ ~r j ~I~ ~d
,f~t;tr.~ `i :f ~ii~ IiI i { f t~nf' ~y. 1} fi , 1.~},tLt ~ ~'Y%-'".~~v~v f~.~,,, . _ t I . O t tt ' 1 ? \ f.,._",~. ~ - 1J' i 1 ~'1 E 1 ~ ~ - . - t ~ aYJ ~ f ~ ~.~-.l 11 / R ~~j•1~ FI ~ f l \ - 7 r t ll~f / I h F I' II 3 . s fr. ~ 1 i \ 7 5 !'l f v~ 1 l I ~ ~ K-~,. - '7 ~l f , y E~ a i - ,
E t~ \ o M,~r~~ r t t E ; a 1 t~ ~~i I' . ~f Ip1y; ~t,+ 1. ,I~.i iii? 1' t ( f < f, f ~ !s L; ~i ~ ~~~~i ~ ~ ' ~ ~ 940 303963.14 ~ i I r~ j i ! , ,6 ~ ~ ~i) ~ ~.r 948 07.28
1 ~ i E t^ ~ ~i 11 1 1 i ~ ~ i i .r-', ~ ` ' r ~ . n"V r 'S aF~ @21.4 f F . 4 ~ I z : r,. f i } ~f~ e 1 g{ , ~ ~ 1~ y 4 v--'`~ /'r / - `•1/' ~ 1 ~~~r ~ f - ~ 4-._ _ l,t ti t s ( r t 1 k °w ~y~ / f i~t ~ I J ~ ` ~~~.~13~9.A..rr
l,'(` > r y, //r.,r = ,.k I '1 ( t t ~ 0 7 r (~I ~ 1~ A* ~ ~ s,% ,~l , f' i't',?. /r, ~E ~.,i4.~1 t I i ~:`ti Ii ~t tye0 l \ k !.!``T L~l bi ~~`k ~ Y°~+ f r~ i1~.-. l'7 ~f~ !3 ~ j~~,\~ 1,~~ 1 ~ F
A ~ ~ A` y y/fi;/^/ ~ r`~~ ''1' ~ T . ~~I; 1 t ~ ~ r' tl~,;l { ~T ~ r" j~ ~t r/. II r,-' T i ~ tl 4 , ~ rr r ~ T ~ .~'~,....''~r~ ~ - d~; ; ~.'r'1 ~ /r i ,.ti,~! ~ ,,ti.a ti L Ij=i t \ w-'..1 ~ C 'f ~E i.~d'~~^a tlr! ! t "c..1 ~ lti• t; : .~.-="l ? a~ ~k , ~i,.i 1~ `fIF : w,,~.-:.---~`~..~.1 ~ / _ - ~ { ~ ti~ Gil f`~\
° e* x ~ ~ ~ y.._... c4` ti e ; .,~..;...r~"`.~`/ i 1 t 1 ~~~'s r 1 f,,,.,- ..r'' x• sa ~ i. ~ .~ttltl~l~ ~ pit 2j `/~f/~'t `fl~ ~~~a ~1 ~2~~ 90 a„ f~ ct< i ~e '~..'`~22,~ ~ ,~z~ ~t ,~rf~)
da ' 4 ~ i •A, A`~'~ \a~ ~ t~ , ~ \ ~ z_.-~.. rf lE t , 11 t I ~r ' ~ i l ~ ` l ~ ado W t r .s ',i'7 'r~:~~,lt i t ,1~ I .?Z~, (j '%`rr 7«'°~~a~ A :~~,,~~~r ~ \ i` }11i\` 'l tf r/ 1llf~., ~I~,i `J`?.{~.,~~. 4 b s tE'. ~ ``-,~-.~V`, ~ ~4 + Jr;j 1ij` '~..1 ~.tsi~~l E~ t~ ~f rd-~ r ~ ~ ~ ~ r 7
ll. ~ ~A~~~114 Its ~ y e'+f~/I i' :jr`ilr1 / r ~'i rf ~ry ~~r y"~ ~~-~S t+..~ ,2.r`,rA"`~ y 'V`~7 i~sE~1: r ~ ~y;rr' i ~I ~ ~1 r ~ t
r,~ ~ tLi'. , ~ ~ ~ ,s- ` ~ 565.2 "}t', ~A~~~ f`stt~I~ \ t /~,'1 `-~,,J `I -fIl1 }ij~1;~ r l~r~;. C ..2 r ~i~~ , ~ ~t~ s 9 i fl~., w. ~ ` ~j~'`~ ;7 . J It ~ ~
~ ~ is ~1 - ~ i~. rl~, ~ , t; \ ~ <<~ ;f > ~1e~`~ta 7 ! si ~llD t. '~1 liiE .fir 3~S `•a ?k•,~ i~i!11~§ l: ~ f,` rrfr t r 'i ;~t ~ f~tl ,r 1. ~ y :ir ,T
i a,~„~~ tk ,II jf itE t~. % ;r ~ 1 ~ `l~ `~:i ~ ~ ~~"1 ~^w ~ ~ , I'(~ ~ Ifi:.1j j, iffy ~;'~/";t,~ ?r9'tE ~ r}1( ~f t ~E~t ~•1 ~ •4~,.`-''t ~ r!°~i ~ ~ S € ~ ~ yal( r ~r t ~t i 77 i ' ~ ~y ~ I ( I ~ .it f ~ -y 1~ ! j :pit .r`` .9~r ~ ~ i : l E 1, ~ :ss~' ~ . ' - 1',rrt r ~ S~ ~ ~fEl, 7 `t ~ ~ ~ ~1'1 t ~ T r'~ 1
~.:.,.~f ~ '~,';~I ,If~ll ~~?,r~rra 'Eil - i p~ 1~ j11' .,'t, i tht~l i :t~E.!' Ir° #i: ~ Eft' ~ ~ I .r ~f / t ~ ~ ~ r ~ \ ~ ~ tF` ! / t',,,~',',•~ ~ -..„,.E11 7 rt•° ) z r M I ~ t~+ J` T.~~~-~.~ ~y~\~ J1 ~ ~(rJl rsl~~i' / `'""m"~ 7~1 ~'~~1 ~'`o-Lk yy~m~..~~,~,, f
~r E I' l € `1 ~i Ef~~ty 7E ~.i i~ f~~E`~ f f ~ 1. ~ r vl.,~ ~r / ~ ° ENERGY DISSIPATOR I~ iE ~ , f, ~ r ~ ~ ~ , l ~ f , ~ ! ~ _ _ ~V ~ ~ , ~ , r 'l,. a1 ~ ~ I ~ rF ) 0' ~ ~ t lt.;,° ..:r. ~ I r{. jrr / ~ ~ 1 ~ ,itl rd(i,':Jil.%..: r.'~i~.i,^ J.{~ ~ , Its!/ j~~jf/ ~ ~ "A`~•~ ~ i }j~~ F ~rQ ~.~1 t~ ` '~rl. ~ i;~.S t~ ~yg~q.~~.-. tf,{/o, ~i>i ti,.~~ I i 1 ~ ` r lam'-"-.. 4 l! ~ ~ ~ 1 ~ ~J+'~'V'
` 1 { t {t f , ii 1 zit IEiJIt r~ I. 2f^ fi`it i f.~/i/~= i ~ ~ s4if ~~t f/,rl~/ ~ ~1~ ~ a~~ / ~ ~ j 1 `~~a 47,
tt ~ `'ll~f~l~~ j ~ ~ ~f~{ 1 f tt~~' ! i~ ~ - ~ r ~'3^ ) d ,I r, r/(46'z''~~VA~'VF~t~~E I~~i ~~l l~;[[ It~~;k`f1{,'I y ~ l~ ~ ~ - ~ i 1' x ft tr ~ ~ \ `j ;r ~ ~p~' % esp. , r~ rt,~`.- ~,~'°~p^t--"~r`___^ Y
r ~ •A~, r7kS~t bl ~lif(((I l ~~1 ~i~ - ~E ~ ~ fF~r`r/i~~f~~ ^ "'.'~~f%rr` ~ A~~~3~~; ~l~kd~~E?itJr x ~ ~~%I~n f~~ ~ _,,o,- ~ I T 11',/ rr~ y s/ I 12 tt r rr"~ - a l ~j • t l~t ~J ~rf f rl'~'f `t I~ 1 "J S4 1 ~s rsl~~~~ ~i ~ + ' I a f6flt r.'~.,~r/ ~ r` r ~..,..~.~~~.,f~ ( L..~ rl~,,~,~r, ~ r/,`:..~ i~f~~I ~1 j ,;,ril rit ! i;~3t/~~,Yrl~~ r; r' ~ ~ r r f
r 1' I), l p i, f ^ i~ 1 ~ rf DRAINAGE ENERGY ~ ~ ~ /,.,a., n~i i ; 'S [ii~ (r 1 i i')t ~ ~ ~ l ' ~ 1 wt r a,.//J~ ~r.'" l 1 i ~ t j r I t 1 P~ ~ ~ t~~ f rrtt /rr 1,1 J i [ .S ° ~ ~r f//~ +r/ t• ; '~a~1~;1 }i3 t I ~ !s ti tr r brit/l~ l'/ r r"'~i"° ~,i 7'" r~rrf;.~y7T. q~O' ik d E{(,~'~ l1 ( r ~ i4,1 I ~ r, t,` 4;j rs xa +,.r` I"1 f~Ma, ~
PIPE Q25 SIZE SLOPE k , E ~ ' ~ ~ ilt . r ` t I l ~ ~ E A ; ; ~ ~ , AREA DISSIPATOR , ~ r ,,~'I ~~i~P~.. r ,I~ I A, ~ / I + , {~{/ft'1 .;t S tf t; s ~ 1~'11~~~/f~G~~i 1t y ~l r~, lt~~ t~ i t i I A~ ~t~ r,J ~1 t~ rtr ~ ~x~' ~ d ! i...l t 1f "'nl. ~ ~~~'t' ~r 1/(3~`~. tt r1~ ~ j~ t1 ~~~I~~ ,i~. ~~r 'ff. ~ SJ t ~s~, / ~rr~•.f~ -fi~~~~ifi /r. af1~l ~ 1 I 1 ~1,~A1~ U ~.,/irf~r 11 ~r f, } C9 p~ i ~ t r ~I / > ~rrrl tJs, 'Y~'1' t ~ N' ~,,t. ~tl V ~l~ V~`^."..: /ti~~ f ~ `-'u t~ 1 ~ 1,- \ ~ ~ ~
~ ~ ~1 i E " } tE~. l 1 #1 7.70 20.75 24" CMP 7.8% 16' GLASS IRIP-RAP ~ ~ +1 i,., , , ~ }l\; ~f , ~ YI;~~11 ~3~, ~~'`\l``i ~t~~~} P~ 1 .1 ~.~j1. 7lil 17 if\1F~. ' ~ i~ J ~i~ d91 ~'tl~'t,~>t/, ,t~~t~rr,/ ~,It 'r1~~~ t ~ ~ ~ , ~ f ~ ~ 'ti , r f r 4 t ~ ! } t A 'e
r r. ° 2.8~ 1 ' C RIP-RAP ~ ; . ~ ~ , ~ ~ t E #2 11.61 33.43 30 CMP 5 LA55I t r'%~tr~rr~f~~{~~ t,~(~'tp~~~I~~f ~j~~r~! ~Ir~ /1 Jr ~1 ` \`~~`^,`~.~,~~%~'~r~'^~'>~,;~,'' f~~~'ti~t~„.~.i)~~..~,,.;~'~. 47. r t~~ ~ /r~~ ff ~f~y rr~ X r ~'.~1Ir~1~1r~ }'I / ~y r ~ %~""`v t~\ 1 Z i ~ '~.,~.,,,J'
® INSTALLATION OF OVERBURDEN ~ ; , \ ~ ~x I 1 , , , ~ ~ ` l _ i . 4 3 24" CMP 8.9~ 12' CLAS5 I RIP-RAP ~ G~ 3j,' ~ ~ ' 1 , 1 , #3 1.86 .0 1 , t ~ ~ ~ , r' ~ ° ~~s If / l a r lt~ FF$i ~ 1. .-,^`r~' \ ~j ~rf/ ,f71 f l,d ( .rc ~t 4~p ,./!f~ ~ ~ ~.~f{ 1{t' ~a,~rr i t ,t r r, bids '~~•{+41'~ Ell 1 ~'~l-''-r. A~~ i i l
BERM TO ENCOMPASS 6.35 ACRES i ~ l ~ 1 . 1 i 5 . ~ l ~ ~ 'yr~;! , * * 0 3% 50` C ASS II RIP-RAP C ~ ~ ~ ' ~W. ~ #4 467 547 ARCH L i ~ I t' iii 4 ' ` ` 'f~ ~f i ~ . ~ i ; ~:w i ~ ~ ~ ~ {~~/a,~JI~~ `°)~rt ~'/)}.'at'~'~~~il1i~ rll ..,.~'ri. `,,l ~t ~ I ~)tAr~~/~il ri frsf}! 1 ~1/ r ~~f ~1 ~ ~ f~~{ 1~~~ A J~~~~E ~ 'l ' y j~ ~ I
~ ~r. ® CONSTRUCTION OF FINISHED BERM { , . t ~ ~,,l.ll ° i ~ ~ ~ I ~ ; ~ , ~ti l~~ i I~€,i' 1s ~ r ; dt r ~f/ fj~ yr1,~/rl~~ ~ ~r it ~ "`r ~ W„ /r ~ ~ ~ ~ t ~ ( a 1~ 1 lz t + r r i jj~ t t ~ smc-1 ~ V~ r~tfr,'r~ rrr,~t'ifs ~~I~1~ r~rr ~ ~ ~ ~ ~ i
_ _ TO INCLUDE 2:1 SLOPE FOR GRADE ~ ,~;s, v 1 I f ~ ` ~ , ~ ~ , ~ ~ " r Q25 -CIA, Where C- 0.3, 17.2 ~ w,~~ ~ ~ ~t1~~~~ ~ I ~ ~ 4 9 f 1 1,r t rlyf U;/~ { 7 r ~ 1~t } ' ` r/ ;~~f~r/r: 3` (r~1~ t tr3 j~~'~ ~ , 't'fl~l? !f" s^-J ~ h ~1 tY l ~ '~1 ~ f 1 ) ~ ~ . ~ i ~ ~J /J>? ~'r it t r r ~ r r ti W.E. - f 2 r l rr !1 r r, < /~I rr } r r J i.."_.`~ ; ' v `~`o t.,'
* I CU RT #3 FROM PREVIOUS CALCULATIONS FOR CHANNEL RELCOATION Y l ~ '~~F i' ~ ~V~• ~ ~ ; DES GN FOR LVE as , ~ `g..., ,d F,,z~\~t ~h C,~ V ~ y° ~ 1 ~ ~ ~`.~fl~ 'd rt+~r~1~t~~/, ~~'~~I~~~~r~ f` ~N! 898.6 ~ '`~.*t.. t #ja{i~\\\''>>\,1 r r f a4 r ~a rr = 'I / r< t If~r1~ 41~ft~,,~ P~~!1 ~r~f~ ~ ~ Ij t Il,~ ~"~'~\\>~4 ~'"~1 ~~y\ " '
V^`. k ~7 l '1 1'^~~ 1'~ ~ ~ e :.rr'"` 'c r~~t~r ~r i / /1i yr Ir ~ y t 2~ r T! f t ff( ~ ' r ~ t ~ ' u'1 ~ A 1r/, / rr~~eflf , f; J 1, /~1„ f ° y ~ } ~ r if % 1 t rrrlr`/ ~ I'1 ~ r f rs 'r r V ~ A L' tk"" \ ~ 7; > i' ~ rr~t h ~7 / tf~/~ r t ~t ~ t/t 1/ / r r ~ lr~~ ~ ~ i,~ ~ ~t
' ~t.'~'V ~ t l rti - . ,l~~rr ~1 xo.~r.~tz~ v ~ ~ / l Ir, , ~ ~ rf~!f r ~ ~d~~~~~/I/~J`C il~t~ 1 1~ r,,tl it \.A' -Va l 7 / f~j~~ , / !~~/l~r%f r~ rrf '/f '%1'?~/,f`'~'` ~ ~ r `~l~J~ ~ ~ ~ `•~~`J - ~ 1 '~~';i~,
/ f ' a ~i}~ii'~,~~''~,~T~~~,1~1~7~ r ~ ~ ' t r ~ r~~t Ir ~ ,fj r!?~~~ ~,v ~~Ir ~ rJ z ~ ~ ~ ti Ate. ~ r Jam" \ is
{Jj ~ jtl .E~I i1fl `a+ ~.i ij 1.'1 )t 4~~~~. , ~ f . $ { ~ r'ffJ ` '~r~~~f ~~I~y~'~ %¢3~~.~lJ~~~f~t~~t1~~ ~ .r'~rlt'r r;'1 ~ ~ Isi .a ~ ~ \ ~ +tt-1) rr~f~~' r~l r~r/; N~~ f t < 1 7 ~ t/ \ ti~~ ~ .r
t . 1 ,y1 S't~ tt t 11 ~ ~ r ~ r ~ ft ,h' ~ r f` a1 : .1,~} t~~f tE 11 ii1 ' ~7f."%(K(~' ~ / ~t f 1 ~~i /k/1S'i ft'~ j Prt'~iFjl~ffl ~r f,.. ,l I ~ ~ ~ ~ ~ ,~s e ,,'~I ~r,/ I
~~...r..,n.-.~~.~~~..~^.,-~~ ~~.n...,n...~.,~~...~~....~.. t~. ~e Q Q ~ ~ m"~ y ~i4 ~ '~Ir~ o a 2, T 6' a a o ~ - / ~ ~ , rfr ~ ~i.Ltr,f~ ,~/r 7 1 r .,r- --.-.J i Vt ~ ° ^ ``~~y~'l. ~r r ~ Jr f 1~ j/t l~~ ~F r r ~ r. I { r V fi. f
~jt l~~- f~t +r r r ~ i r lt.; ~ ,•rf ~ f / r ~ a~- M.e..~',.^'"~ln' ~~`/r ~I,~/t' r~~~~ ~/~F~ //~~r~~ } i ~ r~r~! '~~~f r• ~ r 1 I 'w-. ~ k` .r, `'a';•~;: r /~~J~t~~E~i t '~~~~~~J~r~°.~yi Jiflf t~Ot J ~l rr "s. ~L~(f....,-~,_..?~
`fib Storage ~~ae , ff~,,rr~j.~ ~-r`'~-~ ~ ~ ~ r t ' l , f ~ ~~M ~ s De tb :1~ Q ~ iii A"z~_ ~ A~~ f•~ fi~rj/~/~jJ,~,
V V n t \r ~',,l~r^^-,ice ~ ~ x ~(yROI SVD 06SC[$E ~~~rf'."~-''! 20 thick _ ~ j ~ t E ~ ~ ,'7/?~ ~ # ~ SEE iSCCtrRAC~ -N0 " ? r~. a. ,;~',w-i ,v ~~~1+~ I ~l~rrr'rj1'11/f`t~~NV.~ ~ ~ ~ t"Wry rra`^-`.,,_,,..-,
3~7rt t•.' y ' >rr/~~r i /(llfy+ ~J~j7~~ ' IYSf f! ~ ~ j ~ >~-.4d 4-. 9, Gifir~ ,~Pl ~`{It,~~J'rrr~ ~ ` f/~~f/ rJr r` / ~')~`~~f ~ ~~`k"~--
Channel Lining ~ ~ ,r~~ i =r,= ~f! fi~ . ~ ~ ~ ~ Qy`~i:~• : ~%F,f~.•=,X,a ° ly~/I~J~e/~~ ~qr~% 'r`r1~~ .1 F ,i r a. --t
1 ~ d ..c ~/r,~Jt 9~ f ft tt~~~ ~ ~ - - ~ r,'ffi;~'-'"',` < ~ ' ,mss ~l/r i~r~ r+ t~ p'~~ , ti, f ! f yr 1 ,~}.3 s~ao i -a z r y~ r } / ~.f/~ d.r r !rr/ r rr Bur "r1 f x t ( _ ~
~3~ r ~ ~~r/$ - r t 1 c348~0 ~.I ' r ,fir, t / / ~'r// / x~ r I \ r: ~
DITCH RELOCATION CROSS-SECTION ~ t ~ ~ ~ f` ~ ' ~ ~ ~ % 1 ~ 1 ' j~ jf,,,~~'~ ~ ~~t ~ _ f ~ X1=1, ~~~Li,."' ~ ~1I r lr~~t ~t ~t r f (~l ~t ~t jjI r~ t~~' ~ ~ ~x
rr r~,t r - - ~ Ir'~T~rr f"7, et ~ 'l,i)r 1r"~t i ~r't' ~Y`'~ .-J irf l?'~1~~I ~ l/ Jr/` / t 1` ~ F 4 ~~i ~ - ~ ,t''~ / ~ f~r ~ ~ f ( f
iyi~! r „2,~,I r~ :ri/c.,~,l/! / llf„rr r r r ~ ~ / <t A~ r'~-;'r rfr ii,y~' r ;vr/~",/'' ~ N 4g f f 1r ^f J~"',./s ~i rjn f l / !r ~ )!'P 11 ` i ~Cf f `.~.._...p ~ iv, ..,f
l 7 fl/i, ~ f

t ; ~ ~ 107
{ k 1~~t'r,u ~ '.rlrrlfFn.~. ~ ~~i. .1.~~~?:~ i ~ ' l , € 9 ~ t f~,~~ ~ ~ ~ f ~ r ~ 1 I ~ ~ ~ 1303517.41 i ~ r,~,~--` ~ t l) ~ ~ 546039.94 d
1 r cz ti g ~~~v,, f°~ r v \ ~ ! ~ i i hi r f l t 3 t"--~.../ , ~'v ~ .
tt ~ h + f f ; l r'"~F i } ! i 1 s`t f ~ t i~ ~ r r ~~~W ~
f`1 ~ ,,~1 ip1 l _ . gip. ~~/'`rY~~'~ f„ ~~i,_ ~ prt(~ W.E. ~ ~`r ~ ~ j ~ S t ~ t ~
I : ~ ~ f'' ~ ~1:,93~-59.43 _ J ;r Ors/ i' i }~i~t, ~ / -'~4~94s°3 i ~ r ~If~'~/~ r l~i Ek, 898.6 z I r ~ ~ ~ 1 ~ ~ , rr t ,t i ~;e (f tr`
a E~~'{T; - ai` 9261 ~ . ~ ~ a ~ f~J~~fgO r ~ ~ ~ ~ i(~' 3E~ ' 1 ^ ~ ~ ~ , l ~ ~ fi 1 ~ .A~ f ! 4.. 'POND #2 ~ ~ ~ ~s ~ `w; , I ~ ` s 'ti~
L.tilr~ii .,1.~ ; ~ ,n ~ ~ k g ~ ~~~w .r ~ ./lnirnli .._,...4i ~ .~I,w,a,.
1 ;.yttr~i~ ~ f ~ p ~ ~ ,a ~ , ` r~ ,lif~~~~ G .,r~~ ~1: i ~ ~ , ~ rzr0 11,1 ~ ~ ~ t ; i ~ ~ 1t~ S, ~ ~ 1'j X051
1 `~~fi cam' ~~m~ti~ -.a:+- ^"„i- ~ ~1~,1 rt".._-... tj.~~ 1~ ~i~rF~r~7~. ;~7 .r`w``'+~t / a V ~ - t iI/~ it
'{1''~ `,ii r 1I ~,I7 ;InI'_r.~r-.r / / at t f r f
Ha r t ~s . _c ~ 0ry a~ - ~ ~ `~,,f~f 7 t i r
Et,lil~~t ~ .1 I II' ~ fr~~ F ~ ~ ~%~r~~ ('yY i~j. li, , J r t ~r ~ ~ \ M...'n^r.,,•,... ~ \ J ; ~r fr fit.
s, ~I~il~°°~~\,... C ~ 11, , r~, -v ~i~l}~'1 ~ .a% l J I~j ~ / I ~ f ~ ~ , 1 Asa'' ~ ~ I ,,~f , ' ; ~ J42.13
off f~.t ;I -~-I :,:h ~ is l ~ a ~ ~ _M ~ i ~ ! x
t ~ fl, r t' 1 ~ , t~ { ; ~w ~ ~..:s-,„ °k('LL r }i j~,` l I ~ j~ I ~~Bf r {f/tta'~f~,"?~9 i f { I~ a.
rf rr-' .r~)1 ~ ~`y, It jrf ~ ~ J ~ ~ I t ~ ~ ~ r,, e`7` . ~~1 ``~>F.' 1~~ ~'m~ ~,r,-~ t i ' e ~ q~ f f` f ~ y q~
/ ~ ~ ~ ~i ~ ~ \ ~/,.F:/~ ~ ~ ' l ~ t~ t ] 11\ ~t E ,1"ITriI\ 'i sr'`r ~J~tj ~ # 5 ~?e ` p~~~s \yrl `///f,~f 1`'^.'
L D~;~ ~ ~r' ~(t'tsowe u5, ~ ~tiv~`r/~ v ,"r 'T, f`i(S[n„Flr GRQUND UB~CITRED ~
e ,A;~, r w / ;:x ~ ~ i ~ _ SEE AGCtJRACY NO + x ~ / .r 1 i I j T~ ~y~, ° ; , ~ + ~~i ~ ~......•-.-M.,., i~ ,1 f ~ ~ ~ ~~,f f 1 (fr fR 5'! f t,,~~'-
- ' • ~ ! a \ F ~ " i8~.i it Y'=` fy/~ fir
t ' ' z ~ ~~~Arr, n l ,fr rt t rt I RSA; j`'r ~u_+' r _ y ~ ~~,~;~~\Sr,, ~ ~ r" ~FUBL 7~fI%~; ~I , rz~' ;~'1(r x ~~4 ~
!r S~ ~ :98.2. @a %r~ NKS I ) , i ~e ~y \ t A~ ( ( r
't' G `E . , t i I 1, ~ ~ ~A`-~ '1~ } ~ f ~ / - - 4 ~ ~ 'Y,~ 0` ~ 't ik 1-.,...,.-....a ~~i%r ~ 11jr j t/
~ ~"J>' ~ ~ ~ ~Jr ,4~' ~ SHO pr ~ : ~ ~p l L 'Y 11 ,d

l . r ; ~,•l ~ / / ~ ~ j see., 1 \ ~ ~ f/,t l~% fly' ~ ~ " ~
~ ~ ~ FRESH WATER POND , ,
#~d l i t ~ ~ ~ i ~ / , W.E. - _ , 'Eq; ~l ~ d~.` j „ fJ/ + ~I - Sj I)I'~11.,:V I ~ .898.6 m*:. ~ ~ ~,f~i %/t SEEDING SCHEQULE FOR All GRASSED AREAS
a ' / ~1+~ / f ~U I apt t.: ~ ,^..'1111 ~ it "r 1 ~ xw, , ~ ,q~ ~,r~,
, f
,t' ~ .F - ~~i:6 SEDI , ~i ' ~ ~1.& SEDIlVI~'.E-NT.,, ~ ~ ~,~~/~>~+~(~f~; SEEDBED PREPARATION N07E5;
f~ ~ r ~ ; ; f x BAS: , , , , x BASIN #17 ? 9~ ; J%~' ' :,~'g%,'.' ~ ` `//!,/c'i /~/'i % 1} Surface water measures are to be installed according to plan.
1 ~,6, ~,~`tr sifi~=.:~` l ..~C[TE111,AT ~ ~ ti r SL,RVICE RDAD POND 1-t~ j~ j1 , ' X 2j Arens to be seeded shall be ripped and spread with topsail (if necessary), 3"
! _ ` ~ j: j " , ~`{r~f~f` ~ ' ~ deep. Total seedbed prepared shall be 4°•6" deep
, ~~~R ~ = ~ ~
j , ~ ~ .he:v Ir ` - / 5 ,~'~f'` f y~ ~ 3) Loose rocks, roots, and other obstructions shall be removed from the surface .1' E~ ~2'Vl W.E. ~ f/ r r so as not to interfere with the establishment and maintenance of vegetation.
` ~ .1,y s t : ~ I ~ I i I~J d ~ , / ~ i,f ~ ---r; ~ ~ - RC)~' f\ v1411'1 ~ E98.6 ~ f%~~' ; Surface for final seedbed preparation, at final grades shown, simll be reasonably
` _ i ' ~ , ~ smooth and uniform. r ~
' ~ r ~ = _ ' ~ 4} If no soil test is taken, provide fertilizer and lime according to seeding
s i ~ ' x~;r ~ schedule. In addition provide 15 Ib./1000 sq. ft. of superphosphate.
r 2' 'rs ;ate. ,.,fn ~7tf-~, f r- ~ r, I' ~r~/ ~ - ,~y~ lz'~ ~'f ; . f~~ ,F r 5) If soil test is taken, provide fertilizer and lime according to the sail test
~ r:;~% ~ ~ ~ i ~ a'„ R( 'iri) hL~,'~T ARC~~ - ,yr~' 'i ~J r 1. _ or! P 1~ r ,a-., I report. Soil testing is recommended. I ~ ~ ;
1 n~ R(?C~h l j ~ ~ E f ~A I SLCOh i~.~It.Y ~LA~'J , ,t m. SEDI i~'1 L i~'f `~y f 1 6} Lime ~d fertilizer shall be applied uniformly and mixed with the soil during
~ t' ~ ' t ~ ~~.a 1 i ~ r.,,~~" ~ [3.1',Il n _ Ih1ST/1<LI 1TI(3\. (iRf5~11`1G i ' i'~ 1 ~ seedbed preparation. `,I~1 I ~ ;P f,,t , 4~`,
h ;r 11 t ~ r ~'tiv : , . <,~~.~111I~~'~F- - ~ ~A~~~ ~~l f; ~ UivS 92b' TO'~n,1:L. Sk~: TQ ~ t I, r / , ~+1 ~ i ` f ~ ! r 7} WATER all seeded areas and keep moist until new grass is established. .r~~/
r , _ . ~ I' f ~ A ~ .S. r PIPE At I~~It'+,i. t3~AD~ ~ ~,a ) ~ ;,,;~rx, ~ r'~' ~ f
u , 1' r ~ , . n 7a t_ ~~~~v )4~~ ~ ~ ~ ~t'UI~~tF~T` - ~ .aCRflS>~P`~?~,it_,~N~S ~ i o' ; ~ ~ ~ ~ 1~ /r f 'j• J ~ ' `
C. aN a e ~r . ! ~ ~ ~ ! ~ ' ~'~tl' x PLANTINb DATE SEED MIX RATES: LB./ACRE
_ , r, ~~z f M 'tiT ~ ~ ~ ; ~ ~ ~ ~ ~ E7 " ~ ~ ` ' / April i -August 15 Serica Lespedeza (scarified) 30 ~ f ~ir/r / ~ P
.r _ ~ / " ~ r i _ c _ _ n: ~ ~ ~ / ensacola Bahiagrass 50 ~k ~tM , ~y~( q.~' ~ CommonBermudagrass SO
i• 6 l ` - - 6=95 ~ EI ~*'9M - _ y~ ' r W.. ~ ' t.~ ytr ~ t 1"L j hermit Millit 10
, ~ : : d ~1p~ '213 - 37 - ! / ~ 7kH , - O F,.: Alts... 9~6.`~ ~ " , k~~F~ i
r I / 54.4 ~ ~ L~~ ' , Prior to May 1 or ` ~ ' i.,,:, +f..'r after August 15 Rye (brain} q0
r e ~ , r v , ~ , i ~ - f!
` ~ _ , -r! ~,r - Fertilize seedbeds with 3 tons/acre lime and 5001bs/acre 10.10.10.
, dr r ~ ~ ~ - r/rl` . ~ ~Y ~ ~ Mulch wifih 2 tonslacre clean straw or f~ f;.
yt' i r~t,[ s\c, ~ i / ~ ~ ~ e,_c' e~s.o ~r r ' f _ cr. au~ % ~ k ~ ter 1~ ~ss.~ < ~ 1 903.4 TAI, ,~~.1 tr~ ~~f' ` Tack wifih rapid setting emulsified asphalt at 10 gal./1000 sq.ft., or other j; ~.l~~r' r `E tacking agent approved by Owner,
~r a~ rf/l, a ~,•t i6 ~a'>s' ~>ee ?zu •h,l ~ 1 r;J fn - i ~ ~ ~
, & ~ . ' 1 ~ . I:~;, ' .f ash i~ 1 ~ i' I ' - i_ ' yy ~j' , , r' ~ 1. 7 F~!' ~ / i. S.3 - ` r' (.~L 1~ Ll\ I. 41 ~ ~ ~ .r,'i~F 4M... ~ 1 1 I ~ ~ ! ~l. '~l'J ,i ,~~f~
r s ~ )~r/ t ,9 '.J i ~ r/ ~ : S ! Icy ~ ` I ~ ~a f97 e ~f , r/r , ~ 4r i 1 ~I ~ .(1 ~ 1 I `Iii 1 I ~ ' ~ p / ' if` ~ t . ~ ~ f aJ _ , ` LEGEND: r"
vii a 1m, : t ~ ; l 1 r - ; a;,/ r ~ I 'i 1 r 1 r ~ / r ~ ~J~' t., ~'i. / r '~`i'~ ~ ~ r , .~A. , ~ , , !~i :I - t.1 ~ r ~ j ~ f ~~1,~6i .A~ ~ ~ ,.,y ~,J „r'~ 1,, , . :y ~ ~ ~ ~`"f, l ~ , I t% ~ ~ t'f r~ m'~'= ~ .SEDINI~3~1 ; if~f-~//%` r'``f CHAIlV LINK FENCE CH~1- CA-
l { , . I 1~ +1`/ , ~ d v ~ .r 1 1 ~ , ~r / ' r''i r r"ri ;;r-"'"i/ J ' ' ~ 't,%f~i~r'.~•~'b~s ' s~ _ ;
' ~ a I ~ { $ r ~ u ~ , F:S.~ I l l.~i~l\ L ~ I ~..I, ~I . ...w ~J" Ysi 1 ~,~j, e r.. a ~ % U 1J1~, ' I'~ ~i / ? r.~l r '.J,~/. r"r....w--^'"`-'~ ~ - .~s'~ ,lfl. ~ - RISER BASIN
, it r ~ /l ~ - w> ,f n.• ? ~ , ~t~:rr~ _ C~ ~ 1~.~. ,:/i'726""~ / !r ,r/ a:',f .s" ~ - .li WETLANDS
-`r '"..""w lu. il.~~~. "1 i 'r~ 1 '!J~!t !7 t /+~r %%fi ,A: - r . n . < ~ , ~ y: 'i 11, \ r`! Q, E ?r > Ul ~;.~~„5'~ r t.~'` i - - - 'i~,rf
f j aJ ~ ~ J ~ 11 ~ ~ ~ ) A ~ .~-~_w ~ ~ , ' ~ v .~I x~ .,w,~':~ v - BASIN DRAINA~ ~ - ,1(ilI ~,d.tC Li 1' PI'(.:1 n, -e, A ,~A ~rrs ~ , SIN DRAINAGE AREA DISTURBED AREA VOLUME SET. EFF. LENGTH WIDTH DEPTH WEIR LENGTH SILT FENCE
, w .»--u. k., r F - - P~ - ,V pt~ ~ , ~ (Ri tr* E_ :dJC, , TCtL Ql~ 11~ - V \ ~ ~ ~ }kVt~~ r r-M.~` y
~ ~ i r 1 '7l. Ty 11+.'- t,, .I t 1• I.: I :~'Q' I jr 4 +1 n.l .w. ~ \ - `N ~ ~ . , n t r ~.t i . ~ v \ \ 1; ~ , ` ,~a~ i ~.w:., t y ?f` \r91?5 R:~t"k(~1p z, 1 1r 5), 9 r E^. y \ i'l`k'' 1 7.62 2.77 4986 CF N/A 55' 25' 4' 18' ROCK DAM/SEDIMENT BASIN ~
/ ,r: r ~ r .9 ~ ' *ti ~ l t ~`y - ~ ~ e~a~ t i 'i r'? ~fl`~,% lI. ~C ALES ~ ~ \ - ~i f - ~ \ \1,,. ~ 1 ~ , ~ , i~ ~ ~C r ~ 'tV AA v./ ,'7 ~r- V~~ df r G 0~ ~ 0.82 x.82 1476 CF N/A _ . 25`- -15~ 4, - _ . _6. ~ - _ _ - - _
~ \ a . „ , `c ~ ~ ~ y /~/~1~ J~,v. s. ~ \ 3'i~ f L ATION - ~-t J ~i r° :-`r` `t'" s,v,, `~..i ~ \ it ~ t y f l , r ?~i x r;~ ~ ,A`' 6 , l ,v PLANTAREA - - - - ~ _ _ -
~ . 1 _I # D / ~r~ ,7 . ~ , ~ i l i '92 ri" ~ . ;F ~r 3 8. r r~ ~ ~ j O ~ 3 8.23 3.26 5868 CF N/A 60' 25' 4' 18'
4 ",r*"`° _ _ ~ s / vac ' / }f i.~-..~ i ('t\ i~\ v,~ f rj/ f/i~- t%^"~ - J J / PROPERTY LiTIE - - ~ 1.36 1.36 2448 CF 1114 SF 50' 25 4' 8'
its. A`~ , ~ 4~ ~ (i ,l_ ~ y. ti 'y l -/jJl! .•rf!.~•~^~ ~ ~~l 1. TEMPORARY DIVERSION
\ ' rat ~ ! ,G.~ ^'i~~ ..,/r,rM st~a ~ / t~~ f" V ALLV` ti ~..i r~ i.- . t ~ ~ ~ i ~3~1/ \ ~t;1, ;t ~ r 9:~.:.x.4~ .._r ~o.:r _ _ o. ~ if /,f i 1.91 0.85 1530 CF N/A 30' 15' 4' 8'
. , ~ , X X ~..1~ r, ~ _ . 6 4. i 4.78 4.78 8604 CF 3915 SF 100' 40' 4' 15' BUFFER 2~;~~~~„~~~s~~t;~~~I,
~~j)iQ'~ r .~J.~ 1~ t ~ L y 1 , lt7 .i `r `~``«t... ".\\.,s N rg'~' ri/~" V /
1 I 1„ i ~ 1Z()( ~.r ~ , t ~ 6 ,.'r •,~.....r,..:-'_=.,;;..~~ti~$j0=-.~~i <rf..,, -="7 / r'', r ; ~ F _ . / ~ .fir { : ~ ~y ~ 5,42 1.76 3168 CF 4439 SF 110' 40' 4' 18' PERMIT BOUNDARY
4 ~ ' ~ Yt ~ . f;' ~ : 'o t , /1 ~ - ;1. G - ` \ `,.,»-^^`,~,,~,~°'~.'n`.:-- tl t f 1~,,~ ;..,r l f~;v'r 'J',~lr _ J 8 7 n ~ / , , 3 7.70 0.58 1044 CF 6306 SF 126' 50' 4' 16'
' 11,1 y ~di ~y t ~ ~ i` ~ / Z~ f~" Y~, _ h.s 1\` L.. ~ ±/'.+"~'~,r y i ~ [r/ h 'Y~~ ~ t { ~ r r SETTLING CELLS ~ ' , `
~y :i ~ ~ru~, X L~''~~ ~ :,r... r//~ i' - ~ Vl~ w'; /f// / ~r?r~ r' 9 11 . ~ - ~ 11.61 0.65 1170 CF 9508 SF 190' S0' 4' 18'
t t_~`t ~ ~ ~ , 'v'~ 1 L ~ ~ _ ~-a, s s / t f r1r r F y "p%"' ~ ~ ~v' ~~t --.~-~~a ~ ~ ) ~ y y ~ s , t ~ - _ - - 3 ~ - ~1 ~ _ 0 2.32 0.49 880 CF 1900 SF 63' 30' 4' 6' BODY OF WATER
r 1 0.13 0.13 235 CF 107 SF 22' 10' 4' 6'
, , ~ .f , ~ ':zl } ~r.y,i;"~ rJ EXISTINGPOND ` lam, ; 3 J ~ _ ~i;: ; t / i~ i r / t 8„~ y~ ~ _ FLOODFLAIN = _ _ -
5 ~i~ 2 0.64 0.13 235 CF 525 SF 35' 15' 4' 6'
~ I J \ 3 2.02 1.49 2682 CF 3833 SF 88' 44' 4' 10' CREEK _
~ ~ ~r'" 1 r~`` ` 'gip/~ y,,
4 1.10 1.10 1980 CF 2087 SF 66' 33' 4' 8' DIRT ROADS ~ - -
, r' ~ , 5 2.05 2.05 3690 CF 3890 SF 90' 45' 4' 10'
6 26.13 26,13 47,034 CF 49, 581 S 316' 158' 4' 10' PAVED ROADS , , , . - , _
~ f ~ ~ ' ~ ti 7 2,11 2.11 3798 CF 4004 SF 158' 79' 4' 10' TREE LINE MME°ww.-~.,,~„,~,,.,,-,-°
, ~ t.,4rt 8 4.65 4.65 8370 CF 8823 SF 114' ST 4' 18'
CURRENT PIT LIMIT " ~..xl.
19 2.71 2.71 4878 CF 5142 SF 102' 51' 4' 12'
o ~ ~ i~~ ~ 869.2 ~S ~ x.~..;_.
?0 0.78 0.78 1404 CF 1480 SF 56' 28' 4' g' FUTURE PIT LIMIT ~ ~ ~ -W.-~-fi~
~ era o ~ , 'ti 21 3 I ~1 3.79 2.90 5220 CF 7191 SF 82' 41' 4' 16' INDEX CONTOUR - - - - -
ti F' C /
r \ ' x87A8 INTERMEDIATE CONTOUR - -
~ ~ x ° 5. NOTE. CALCULAl10 CALCULAl10NS BASED ON RATIONAL EQUATION, Q=CIA, C=0.40, 1=7.2"/HR
-BASINS #1, #3, ~ ° 869. s~ SINS #1, #3, #6, #7, #8, AND #9 ARE ROCK DAMS DUE TO A DRAINAGE AREA GREATER THAN 5 ACRES FUTURE PLANT SITE
x. -BASIN EFFICIENCY SIN EFFICIENCY (SURFACE AREA, SF) IS BASED ON Q2, WHERE C=0.40, 1=4.7"/HR
a~ ~ ~ CONSTRUCTION SEQUENCE _ x CALCULATIONS F( ~f N~~ _CULA110NS FOR BASINS #13 TO #20 ARE BASED ON RATIONAL FORMULA, Q25=CIA, C=0.60, 1=8.02 IN/HR BERM
° WEIR FORMULA = ~~ra6 ~-',rte i. OBTAIN MINING PERMIT, -SETTLING EFFICIEP IR FORMULA = Q = CLH''1.5, C=3.0, H=1
-..z.;.'~~,; 2. CLEAR ONLY AS NECESSARY TO INSTALL THE PROPOSED SEDIMENT BASINS fTLING EFFICIENCIES BASED ON Q10 FOR BASINS #13-#18 ;WHERE C=0.60, 1=7.3 /HR
OR ROCK DAM SEDIMENT BASINS FOR THE PROJECTED WORK. - BASIN# 16 IS A ! SIN 16 IS A RISER BASIN WITH DIMENSIONS OF 73d X 60' AND A 6" SKIMMER PROPOSED BERM # rt.~.
3. CALL (704) b63-1649, MOORESVILLE REGIONAL OFFICE, LAND QUALITY SECTION, FOR ON-SITE
INSPECTION. BEGIN CLEARING ONCE ALL SEDIMENT CONTROL DEVICES ARE IN PLACE„ 4, THE FUTURE PIT AREA WILL BE CLEARED IN SMALL PARCELS, APPROXIMATELY 5 ACRES
EACH. BEFORE CLEARING OF THESE AREAS BEGINS, PROVIDE DIVERSION DITCH LINES Martin Marietta Aggregates
TO DIVERT SURFACE DRAINAGE TO THE EXISTING PIT, IN AREAS WHERE THE RUNOFF WILL
NOT NATURALLY DRAIN INTO THE PIT, DIVERT ALL RUNOFF TO THE RESPECTIVE TaiGr~s/Sediment Ponds 1,70 File Name: 606minemap8-I3-04.dwg 2710 W cliff Rd Ralei h NC 27607
SEDIMENT BASIN. Stockpiles 12.84 DATC REVISION DATH REVISION ~r Tr 'w .r a T it 1-24-02 ARftUPDATE-2001 1 4-21-92 AddedPre-LawHigltwaltsperClientRequet 11~~." 1~J~'
5, MAINTAIN THE SEDIMENT BASINS, AS NEEDED AND CLEAN-OUT WHEN SEDIMENT 1[t _ 12 ll•26-02 PGRMITRENEWAL,BERMANDROADNAY 2 (>-1(r92 RettisionePet•StateRetiryewCommzats
VOLUME IS 1/2 FULL. Wastepiles 34.73 SCALE ~ 1" = 200 6. THE BERMS ARE TO BE SEEDED ACCORDING TO THE SEEDING SCHEDULE UPON THEIR Processing Area/Haul Roads 67.68
COMPLETION. AFTER THE BERMS HAVE BEEN SATISFACTORILY SEEDED, THE TEMPORARY Mine Excnvation 124,58 13 1-R-03 ROADWAY MOD. AND TAILINGS PONDS 3 t_,5-95 UpdazedPit-DF KINDS MOUNTAIN QUARRY 14 2-]3-03 SETTLINGEFFICENCYDESIGNCHANGFS 4 4-9-9h Updated Pit-DF
SEDIMENT BA5INS MAY BE REMOVED. Other undisturbed 159.19 ~ ? 0 100 200 400 F 15 R•13-04 ADDING ANDDHLL°fINGPROPCRTY 5 12-20.99 Updated Mine Map withtopogmphicinfonnadon CLEVELAND COUNTY, N.C. 100 600 800 16 3-03-09 PERMLTMOD.2NDPLANT,BERMS (i 7{-00 BennAddition
Total Site Acreage 400.72 17 7-09-09 MINE MAP APPROVEDNCDENRLQS-JIA 7 7-24-00 Berm Changes perDENRComments QUARRY' KINGS MOUNTAIN
R 10-0&Dl Benn Addition DWN BY: A.I). ICENHOIJIt DATE. 0&13-04 JOB, N0.
9 t2-12-01 Additional Basin at Benn per DENR Nspection 10 1-04-02 Modifica[ionsandRosponseroNOV CK.$Y: B.NORTH SCE' 1"=200'