20060042 Ver 1_Complete File_20050517

lad
E ; cosstem
PROGRAM
RECEIPT
R @ IE 11wrN 0
JUL 1 0 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Date: June 23, 2006
DWQ#:06-0042
COE#: 200610376
Mr. John Clarke
Wal-Mart Stores, Inc.
2001 Southeast 10`h Street
Bentonville, AR 72716-0550
Project: Wal-Mart Store - Havelock, NC County: Craven
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $118,107.00, check
number 2143020, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section
404 Permit issued for the above referenced project. This receipt serves as notification that the compensatory mitigation
requirements for this project have been satisfied. You must also comply with all other conditions of this certification and any
other state, federal or local government permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated in the table
below.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 4.44 0 0 0 0 0 0 0
03020204
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
Sic ely, 4] ?--?"'"fT1f1
?L7 n
Wi D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
David Lekson, USACE-Washington
Kyle Barnes, DWQ Regional-Washington
Doug Huggett, DCM-Morehead City
Steve Dial, Dial-Cordy & Associates
File
R"t0ru',t9... Ehlwxziii?j ... PYDtec'&'PL9 Oar .ftate
ICEFE R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
E,cosystem rb??J
PROGRAM
RECEIPT
Mr. John Clarke
Wal-Mart Stores, Inc.
2001 Southeast 10`h Street
Bentonville, AR 72716-0550
?"' 1"? 0\v] 19 Do
JUL. 1 0 2006
DENR - WATER QUALITY
WETLANDS' M!? STCP?dy?^TER BRANCH
Date: June 23, 2006
D W Q#:06-0042
COE#: 200610376
Project: Wal-Mart Store - Havelock, NC County: Craven
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $118,107.00, check
number 2143020, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section
404 Permit issued for the above referenced project. This receipt serves as notification that the compensatory mitigation
requirements for this project have been satisfied. You must also comply with all other conditions of this certification and any
other state, federal or local government permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated in the table
below.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit
(Sq. Ft.)
(Sq. Ft.)
Ri arian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 4.44 0 0 0 0 0 0 0
03020204
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
Siyeely, 'f
WGilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
David Lekson, USACE-Washington
Kyle Barnes, DWQ Regional-Washington
Doug Huggett, DCM-Morehead City
Steve Dial, Dial-Cordy & Associates
File
Restores... Enka"... Prot", a w State
CCDEE- R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
o stem
E
n , --nent
Mime .
PROGRAM
REVISED INVOICE
Mr. John Clarke
Regional VP of Design/Real Estate
Wal-Mart Stores, Inc.
2001 Southeast 10`h Street
Bentonville, AR 72716-0550
June 7, 2006
DWQ#: 06-0042
COE#: 200610376
Project: Wal-Mart Store-Havelock, NC County: Craven
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 214.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Chris Mankoff at 919-716-1921.
Riparian Wetlands 4.50 acres x $ 26,246.00 = $ 118,107.00
Non-Riparian Wetlands 0 acres x $ 13,123.00 = $
Saltwater Wetland 0 acres x $131,230.00 = $
Stream 0 linear feet x $ 219.00 = $
Buffer - Zone 1 0 square feet x $ .96 = $
Buffer - Zone 2 0 square feet x $ .96 = $
Total amount due $ 118,107.00
Please mail a check made payable to NCEEP to:
USPS: NCEEP or UPS/FedEx: NCEEP
1652 Mail Service Center 2728 Capital Blvd, Suite 1H 103
Raleigh, NC 27699-1652 Raleigh NC 27604
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cyndi Karoly, DWQ 401/Wetlands
Kyle Barnes, DWQ-Washington
David Lekson, USACE-Washington
Doug Huggett, DCM-Morehead City
Steve Dial, Dial-Cordy & Associates
File
Jwtvriptg... 'E... Prot" Oar Stag
1D? 4r? , ....
An
fi r1i,`.; N4uJ AWNR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
INVOICE
Mr. John Clarke
Regional VP of Design/Real Estate
Wal-Mart Stores, Inc.
2001 Southeast 10`h Street
Bentonville, AR 72716-0550
Project: Wal-Mart Store-Havelock, NC County: Craven
May 26, 2006
DWQ#: 06-0042
COE#: 200610376
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Chris Mankoff at 919-716-1921.
Riparian Wetlands 4.75 acres x $ 26,246.00 = $ 124,668.50
Non-Riparian Wetlands 0 acres x $ 13,123.00 = $
Saltwater Wetland 0 acres x $131,230.00 = $
Stream 0 linear feet x $ 219.00 = $
Buffer - Zone 1 0 square feet x $ .96 = $
Buffer - Zone 2 0 square feet x $ .96 = $
Total amount due $ 124,668.50
Please mail a check made payable to NCEEP to:
USPS: NCEEP or UPS/FedEx: NCEEP
1652 Mail Service Center 2728 Capital Blvd, Suite 1H 103
Raleigh, NC 27699-1652 Raleigh NC 27604
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PROIR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cyndi Karoly, DWQ 401/Wetlands
Kyle Barnes, DWQ-Washington
David Lekson, USACE-Washington
Doug Huggett, DCM-Morehead City
Steve Dial, Dial-Cordy & Associates
File
)Mtorlk9... E' ... Prot", oar .State
JUN 5 2006
s J H?1r;:.f5 t N
NC DEN
R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
.?.... 21 O to
NCDENR (_,r Dxv?m CC).
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
May 12, 2006
R, Steve Dial
Dial Cordy and Associates, Inc.
First Union Building, Suite 601
201 North Front Street
Wilmington, NC 28401
5 4 f
r7 f

SUBJECT: CD06-029 - Consistency Certification for Proposed Impact to 2.22 acres of
Wetlands to Facilitate Construction of a Wal-Mart Supercenter, Havelock,
Craven County (DCM#20060038)
Dear Mr. Dial:
The Division of Coastal Management received on April 7, 2006 the consistency certification from
you (on behalf of Wal-Mart (Applicant)) stating that the proposed impact to 2.22 acres of
wetlands to facilitate the construction of a Wal-Mart Supercenter in Havelock, Craven County
would be consistent with the enforceable policies of the State's coastal management program.
To solicit public comments, DCM circulated a description of the proposed project to State
agencies that would have a regulatory interest in the proposed development. Additionally, a
public notice was printed in the New Bern Sun Journal on April 11, 2006. No comments were
received asserting that the proposed project would be inconsistent with the State's coastal
program. However, one comment was received from a member of the public stating that the
proposed Supercenter was unnecessary; that it would have adverse traffic impacts, and that the
fill of the wetlands is unnecessary. Copies of the comments received from the reviewing State
agencies have been attached.
The Division of Coastal Management (DCM) has reviewed the consistency submission pursuant
to the management objectives and enforceable policies of Section 15A NCAC 07M .0800 of
North Carolina's Administrative Code which is a part of the State's certified coastal management
program and concurs that the proposed project is consistent with the enforceable policies of
North Carolina's coastal management program.
400 Commerce Avenue, Morehead City, North Carolina 28557-3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled l 10% Post Consumer Paper
Should the project be modified, a revised consistency certification could be necessary. This
might take the form of either a supplemental consistency certification pursuant to
15 CFR 930.66, or a new consistency certification pursuant to 15 CFR 930.57. Likewise, if
further project assessments reveal environmental impacts not previously considered by the
proposed development, a supplemental consistency certification might be required. If you have
any questions, please contact Stephen Rynas at 252-808-2808. Thank you for your consideration
of the North Carolina Coastal Management Program.
Sincerely, /
Doug Huggett
Manager, Major Permits and Consistency Unit
cc: Terre Barrett, Division of Coastal Management
Cyndi Karoly, NC Division of Water Quality
Scott Jones, U. S. Array Corps of Engineers
Page: 2
NCIDN
North Carolina Department of Environment and Natural Resources
Division of Coastal Management Michael F Easley, Governor Charles S. Jones, DirectorNutto
1VME'MORAN1DUM MAY 0 8 2_006
TO:
April 8, 2006
Morehead City oem
County of-Craven
2824' Neuse Blvd.
New Bern, NC; 28562-2839
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures that would.be necessary to bring the proposed project into conformance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ncmail.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office ob'ects to the project as proposed.
Signed: 1.,L/ Date: -d6
U7 I CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
wVA.?.....
NCDEN ?
North Carolina Department of Environment and Natural tees
Division of Coastal Management APR t 700(i
Michael F. Easley, Governor Charles S. Jones; Director William G. Ross Jr., Secretary
Moreheci i
y ()?CM
MEMORANDUM ` '7
April 8, 2006
TO: Patty Fowler FINK 2006
Shellfish Sanitation District
NCDENR - Division of Environmental Health SHELLFISH SANITATION
Marine Fisheries Building, P.O. Box 769
Morehead City, NC 28557-0769
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the -Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above.listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures that. would be necessary to bring the proposed project into conformance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ ncmail.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed.
Date: o
Signed:
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
X?aWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM
April 8, 2006
TO: John Fear
NC National- Estuarine Research Reserve
400 Commerce Avenue -
Morehead City, NC 28557-3421
FROM: Stepheh Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency. Determ ination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION:' East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures that wound be. necessary to bring the proposed project into conformance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ ncmail.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office obje is to the project as proposed.
Signed: Date: I
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
xy; AFA
T ?
INCDENR.
North Carolina Department of Environment and Natura
Division of Coastal Management
Michael F. F_asley, Governor Charles S. Jones, Director
MEMORANDUM
April 8, 2006
TO: Lee Padrick
NC Division of Community Assistance
12? East Second Street
Washington, NC 27889-4921
Resources
William G. Ross Jr., Secretary
F ? 7I
Mor?hela City. FROM: Stephen Rynas, AICP; Federal Consistency Coordinator Dem
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Superceriter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County,, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program.' If the proposed project does not conform to your requirements, please identify the
measures that would be necessary to bring the proposed project into conf6rmance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
``stephen.rynas @ ncmail.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed.
Signed: Date: ?- a ?-- a 4-
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
CIA
NCDENP.
North Carolina Department of Environment and Natura
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director
I
i
?w._...... y?.
=U"[d 1.2 2006
Resources
DMSION 01 WATER RESQURCS
William G. Ross Jr., Secretary
MEMORANDUM 10
April 8, 2006 pl! WED
TO: John Sutherland APR 2 12006
Water Planning Section
NCDENR•-Division of Water Resources Morehead City DCM
1611 Mail Service Center
Raleigh, NC 27699-1611
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. If the proposed project does not conform to your yequiremen6, please identify the
measures that would be necessary to bring the proposed project into conformance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808. or e-mail me at:
"stephen.rynas @ncmail.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed.
Date: ? l3 dd
Signed:
CORRECTIONS
Please identify any corrections, additions, or deletions that.sheni e to terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinato Ile ?_.
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
+'
its!
?.- 7M WREN AMM
North Carolina Department of Environment and Natural Reso
Division of Coastal Management
Michael f Easley, Governor Charles S. Jones, Director Williamam„Gfloss Jr., Secretary
TO
Renee Gledhill-Early
State Historic Preservation Office
4617. Mail Service. Center
Raleigh, NC 27699-4617
MEMORAN it a45
L?'A
April 8, 2006 fi
MAY VWy10'
Morehead City io 5
(,4 064.f -V c?
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
'PLAk
rj C .
? ? ?"Ivt 16
q a8?ot?
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the. State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures that would be necessary to bring the proposed project into conformance: If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ncmail.net".
X No Comment.
REPLY
This office supports the project as proposed.
Comments to this project are attached.
This office?objects /tothe project as proposed.
Signed: (ZKS.SdS.?t Date:
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
tJ.t4.0L
?_?....
NCOENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
M le
Michael F. Casley, Governor Charles S. Tones, Director 4to
MEMORANDUM MAY 4 2006
April 8, 2006
A,]

TO: Maria Tripp co ""
APti ,
Division of Inland Fisheries, Habitat Conservation Program
Na ?U9 a G 7U F
NC Wildlife Resources Commission ?yy?d' G
943 Washington Square Mall
.r. tG?ll?'F`?4'i?w;•??
Washington, NC 27899-3532 r, Pr1r?10
y
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed'Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven. County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. It thq proposed project does not conform to your requirements, please identify the
measures that would be necessary to bring the proposed project into conformance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"[e-mail]". "
REPLY
V No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed.
Signed: ", ZL r Date: 31"A
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
,If ?5 WA
NCOENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM
April 8, 2006
TO: Brian Strong MAY ?
NCDENR - Division of Parks and Recreation 8 2006
512 North Salisbury, Seventh Floor
Raleigh, NC 27604-1170 Mor®head CRY DGM
FROM: Stephen Ryhas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures that would be necessary'to bring the proposed project into'confo'rmance. If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ ncmail.net".
?. No Comment.
REPLY
This office supports the project as proposed.
C ments to this project are attached.
is of ' e objec the project as proposed.
Signed: _ Date: J Z-- v p V \-A CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
-1 --.-
Subject: Consistency Comments
From: "Melissa. [e-mail]" <[e-mail]>
Date: Fri, 5 May 2006 11:07:25 -0400 (EDT)
To: [e-mail]
Stephen,
I have reviewed the consistency determination for the proposed Walmart.
Supercenter in Havelock and would like to offer the following comments:
-- The CAMA Section 15A NCAC 07M Mitigation Policy requires that
impacts to coastal resources be avoided and minimized. The consistency
determination.refers to the reduction of wetland impacts but does not
specify how impact to-wetlands were avoided or reduced in the.final
project design.
- The CD discusses the types of wetlands existing on the property but
does not Indicate which wetland types will be impacted. Will the
Coastal Plain small stream swamp be impacted, or will impacts be
constrained to the regenerating managed wet loblolly pine fores?
- Based on the project drawings, at least part of the impacted
wetland falls outside of the footprint of the building and its
associated parking lots. one of the drawings (Sheet 1 of 3) suggests
that part of the wetland impact is for construction of a stormwater
detention pond. The justification for this additional impact should be
included in the discussion of avoidance and minimization of wetland
impacts, particularly given the water storage and water quality
functions that natural wetlands provide.
Please contact me with any questions.
Melissa
1 of 1 5/5/2006 11:08 AM
?N
t C6
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor Division of Marine Fisheries Preston P. Pate Jr., Director
William G. Ross Jr., Secretary
MEMORANDUM
TO: Stephen Rynas
Federal Consistency Coordinator
*0_1J
FROM:] Mike Street
DATE: April 17, 2006
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
Attached is the Divisions' reply for the above referenced project. If you have any questions,
please do not hesitate to.contact me.
MS/iih
F I V r=
g1c r6 a to
APR 1 9 2D06
Morehead City DCM
3441 Arendell Street, P.O. Box 769, Morehead City, North Carolina 28557 NoOne
rthCarolina
Phone: [phone] FAX: [phone] \ Internet: www.ncdmf.net ?aturQ.???
An Equal Opportunity./ Affirmative Action Employer - 50 % Recycled \ 10% post Consumer Paper
Z
AR i 0 2OW
NCDENR
North Carolina Department of Environment and Natural Re HABITAT PROTECT101
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director W is ..RassJ Secwtar?C -----.-
MEMORANDUM ?
April 8, 2006 i it 111JFi
TO: Mike Street I -- t '
D i E- .._.._.. l I AT
NCDENR - Division of Marine hisheries ?
P.O. Box 769.
Morehead City, NC 28557-0769 ° .
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercente.r.(DCM#20060038)
LOCATION:. East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures-that would be necessary to bring the proposed project. into conformance. It you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ncmail.net".
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed.
Signed: Date: ?
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
WCDENR Pig 10
'MAY I I mob
North Carolina Department of Environment and Natural Resources
Division of Coastal Management MJreherad City
Michael F, Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretar
MEMORANDUM
April 8, 2006
TO: Kyle Barnes,
DWQ - 401 Certification
NCDENR - Division of Water Quality APR 11 7-006
943 Washington Square Mall
Washington, NC 27899-3532 tai?r?
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION: East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is.being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with the State's Coastal
Management Prograrrl. If the proposed project does not conform to your requirements, please identify the
measures that worild be necessary to bring the proposed project into conformance. 'If you have any
additional questions regarding the proposed project you may contact me at 252-808-2808 or e-mail me at:
"stephen.rynas @ncmail.riet".
REPLY
r`(+ No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This office objects to the project as proposed. % At Signed: Date: -S

CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421

NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director
MEMORANDUM
April 8, 2006
TO: Pat McClain
NCDENR - Divison of Land Resources
943 Washington Square Mall
Washington, k 27889-3532
FROM: Stephen Rynas, AICP; Federal Consistency Coordinator
Resources
William G. Ross Jr., Secretary
Morehead City DCM
SUBJECT: Consistency Determination Submission for Proposed Fill of 2.26 Acres of Wetlands to
.. Facilitate the Construction of a Wal-Mart Supercenter (DCM#20060038)
LOCATION:. East Side of US 70 Immediately North of its Intersection with Catawba Road, Havelock,
Craven County, North Carolina
The above listed document is being circulated for review and comment by May 5, 2006. Your responses
will assist us in determining whether the proposed project would be consistent with. the State's Coastal
Management Program. If the proposed project does not conform to your requirements, please identify the
measures that would be necessary to bring the proposed-project into conformance..If you have any
additional questions regarding the proposed project'you may contact me at 252-80&2808 or e-mail me at:
"stephen.ryrias @ncmail.nef'.
REPLY
No Comment.
This office supports the project as proposed.
Comments to this project are attached.
This off' e jects to the r 'ect as proposed.
??
C- Date:
Signed:
CORRECTIONS
Please identify any corrections, additions, or deletions that should be made in terms of contact information.
RETURN COMPLETED FORM
to
Stephen Rynas, Federal Consistency Coordinator
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557-3421
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
REPLY TO
ATTBNTION OF:
Regulatory Division
Action ID: 2006-32059-349
Mr. Lin Xu,
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, North Carolina 27699-1619
Dear Mr. Xu:
May 9, 2006
Otp'- oa.L e?
oci V
MAY 1 6 2006
OFMI?
l1dE?'nr. a? .A.iIY
_.; ?'?APdCFI
Please reference your Stream and Wetland Restoration Report for Five-Mile Branch, Iredell
County, North Carolina, submitted to the Corps February 8, 2006. This report includes a
proposal to impact approximately 12,000 if of existing stream associated with the restoration of
approximately 7,7521f of Beaver Creek and unnamed tributaries and the restoration of
approximately 10,0881f of Fifth Creek and unnamed tributaries. The proposal also includes
plans to restore approximately 91 acres of bottomland hardwood forest. The proposed project
area is located along the south side of Interstate 40 east of Statesville.
The Code of Federal Regulations (CFR) published in the Federal Register on
January 15, 2002, as amended by the February 13 and 15, 2002, Register notice of corrections
lists, for the purposes of the Corps of Engineers' Regulatory Program, nationwide permits. The
Corps has determined, after review of your plan, that work within jurisdictional waters
associated with the stream restoration proposal is authorized by nationwide permit # 27 provided
it is accomplished in strict accordance with the attached General Conditions and Special
Conditions. This nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval and this verification will expire on March 18, 2007, unless the
nationwide authorization is modified, reissued or revoked.
We have concern however, regarding the proposed 91.4 acre wetland restoration component
of the project. The soils in the proposed wetland restoration area appear to be predominately
Chewacla series. In our experience, wetland restoration/creation projects undertaken on
Chewacla soils have been, at best, marginally successful. The presence of Chewacla soils, as
you are aware, does not always indicate the present or past existence of wetland conditions.
Chewacla soils are typically classified as hydric based on frequent flooding for long duration;
those Chewacla soils not experiencing a sufficient flooding regime would not be considered
hydric and are not likely to develop wetland criteria. While your plan does call for raising the
stream beds, the majority of the work proposed to bring about the restoration of wetland
hydrology involves filling existing drainage ditches. The site hydrological information provided
2
in your proposal does not clearly indicate this work will be sufficient to bring about the
establishment of wetland conditions. Further, your proposal does not include specific success
criteria for use in documenting the establishment of wetland conditions. Therefore, until further
information supporting the potential success of the proposed wetland restoration efforts can be
provided, EEP should not use the any proposed wetland credits from this project to offset present
or future impacts.
Thank you for your time and cooperation. Please feel free to contact me at [phone]
ext. 222 if you have any questions.
/ Ik
Enclosures
Copy Furnished
Sincerely,
Tom Walker
Chief, Asheville Regulatory Field Office
Jeff Jurek
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, North Carolina 27699-1619
Marc Recktenwald
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, North Carolina 27699-1619
John Dorney
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Becky Fox
US Environmental Protection Agency
1307 Firefly Road
Whittier, North Carolina 28789
3
Marella Buncick
US Fish and Wildlife Service
160 Zillicoa Street
Asheville, North Carolina 28801
Gary Jordan
US Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
David Cox, Technical Guidance Supervisor
NC Wildlife Resources Commission
1141185 Service Road
Creedmore, North Carolina 27522
Steve Sollod
NC Division of Coastal Management
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Jim Borawa
NC Wildlife Resources Commission
37 New Cross North
Asheville, North Carolina 28805
4
Special Conditions
a. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing
NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is
incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice
when the NWPs are reissued. Furthermore, if you commence or are under contract to commence
this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete
the activity under the present terms and conditions of this nationwide permit. If, prior to the
expiration date identified below, the nationwide permit authorization is reissued and/or modified,
this verification will remain valid until the expiration date identified below, provided it complies
with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's
authorization under any NWP.
b. Authorization of this work in no way obligates the US Army Corps of Engineers to recognize
this project as compensatory mitigation for any past or future permitted impacts.
c. The Corps of Engineers does not recognize as valid any references found in the Pre-
construction notice or any associated materials, to mitigation "credits" or other issues associated
with compensatory mitigation for any past or future permitted impacts.
'40F WAT fq Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 31, 2006
Mr. John Clarke
Regional Vice President of Design/Real Estate
Wal-Mart Stores, Inc.
2001 Southeast 1 Orh Street
Bentonville, Arkansas, SC 72716-0550
Re: Wal-Mart Store At Havelock, Craven County
DWQ #060042; USACE Action ID. No. 200610376
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the
Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - REVISED
Dear Mr. Clarke:
Attached hereto is a copy of Certification No. 3568 issued to Mr. John Clarke of Wal-Mart Stores, Inc.,
dated May 2, 2006. This Certification replaces the Certification issued to you on May 2, 2006. This
letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 213 .0233. In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Solid Waste, Sediment and Erosion
Control, Stormwater, Dam Safety, Non-discharge and Water Supply Watershed regulations.
If we can be of further assistance, do not hesitate to contact us.
AWK/cbk/ijm
n erely, L
Ian W. Klimek, P.E.
Attachments: NCDWQ Summary of Permanent Impacts and Mitigation Requirements
Certificate of Completion
cc: U.S. Army Corps of Engineers, Washington Regulatory Field Office
Wilmington District, USACOE
Kyle Barnes, DWQ, Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652
Steve Dial, Dial Cordy and Associates, Inc., 201 North Front Street, Suite 601, Wilmington, NC
28401
Filename: 060042WalmartStoreAtHavelock(Craven)401_IC revised
One
i Carop'na
Np
401 Overs( ht/Express Review Permits Unit Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncvvetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Wal-Mart Stores, Inc.
Page 2 of 5
May 31, 2006
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS 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 2H, Section .0500 to Mr. John Clarke of the Wal-Mart Stores, Inc., to fill 2.22
acres of jurisdictional wetland, and impact 0.00 square feet (ft) of protected Zone 1 Neuse River basin
riparian buffer and 0.00 square feet (ft ) of protected Zone 2 Neuse River basin riparian buffer associated
with the construction of the Wal-Mart Store at Havelock located on the east side of U.S. Highway 70
immediately north of the intersection with Catawba Road adjacent to an unnamed tributary flowing to
Sandy Run and the Neuse River in the Town of Havelock in Craven County, North Carolina, pursuant to an
application filed on the 9`h day of December of 2005 (received by DWQ on January 5, 2006), and in
additional correspondence received April 3, 2006, April 20, 2006, and April 28, 2006.
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 changed, 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 complying 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 compensatory mitigation may be required as described
in 15A NCAC 2H.0506 (h) (6) and (7). If any plan revisions 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 may be required. For this approval to be valid,
compliance with the conditions listed below is required.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404/CAMA Wetlands 2.22 acres PN and Construction Plans
Buffer Zone 1 0.00 (square ft. PN and Construction Plans
Buffer Zone 2 0.00 (square ft. PN and Construction Plans
Sediment 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:
Wal-Mart Stores, Inc.
Page 3 of 5
May 31, 2006
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
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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
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 404/401 Permit 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;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be clearly marked with
orange warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15A NCAC 213.0233 and GC 3404;
Continuing Compliance:
6. Mr. John Clarke and the Wal-Mart Stores, Inc., 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. John Clarke and/or the Wal-Mart
Stores, Inc., NC 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
2H.0504. Any new or revised conditions shall be provided to Mr. John Clarke and/or the Wal-
Mart Stores, Inc., NC 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;
Wal-Mart Stores, Inc.
Page 4 of 5
May 31, 2006
Mitigation:
7. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has
been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a
restoration fund. You have one month from the date of this approval to make this payment. For
accounting purposes, this Authorization Certificate authorizes payment into the Wetlands
Restoration Fund to meet the following compensatory mitigation requirement:
Compensatory Mitigation
Required minimum River and Sub-basin Number
404/CAMA Wetland 4.44 acres Neuse/03020204
Diffuse Flow:
8. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
Deed Notifications:
9. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be
put in place within 30 days of the date of issuance of the 401 Certification letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. DWQ shall be sent
copies of all deed restrictions applied to these lots;
Written Stormwater Management Plan (No Further Plan Needed
10. The final, written stormwater management plans (including a signed and notarized Operation and
Maintenance Agreement), must be implemented and the stormwater management facilities shall
be constructed and operational before any permanent building is occupied at the subject site. 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 of Water Quality.
11. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
Wal-Mart Stores, Inc.
Page 5 of 5
May 31, 2006
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http: //h2o. enr. state. nc. us/su/Forms Documents. htm. ;
12. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written
request within sixty (60) days following receipt of this Certification. This request must be in the form of a
written petition conforming to Chapter 150B -of the North Carolina General Statutes and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If
modifications are made to an original Certification, you have the right to an adjudicatory hearing on the
modifications upon written request within sixty (60) days following receipt of the Certification. Unless
such demands are made, this Certification shall be final and binding.
This the 31" day of May 06
D ION F E ALITY
Alan W. Klimek, P.E.
3568
A WK/cbk/Um
o?o? WA
rF9p?
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Mr. John Clarke and Wal-Mart Stores, Inc. has permission as outlined
below to impact 2.22 acres of wetland for the purpose(s) of constructing the proposed Wal-Mart Store at Havelock
located on the east side of U.S. Highway 70 immediately north of the intersection with Catawba Road adjacent to an
unnamed tributary flowing to Sandy Run and the Neuse River in the Town of Havelock in Craven County, North
Carolina. All activities associated with these authorized impacts must be conducted with the conditions listed in the
attached Permit transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION: Havelock, NC
COUNTY Craven
BASIN/ SUB BASIN Neuse/03020204
As required by 15A NCAC 2H.0500, and the conditions of this Permit, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest foot
according to 15 2R.0503(b).
Impacts Mitigation
2.22 Acres of Class WL wetland 4.44 Acres of Class WL wetland
In correspondence dated April 28, 2006, the EEP indicated that impacts up to 4.44 acres would mitigated by EEP if
necessary for the 401 Water Quality Certification and 404 Permit. The final mitigation ratio is to be determined by
the U.S. Army Corps of Engineers within the 404 Permit, but this must include a minimum of 4.52 acres of
mitigation by the EEP.
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of
a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and
mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of
this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM.
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N.C. 27699-1652
[phone]
Filename: 060042 WalmartStoreAtHavelock(Craven)401_IC_EEP_revised
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet: http://h2o.enr.state.nc.us/ncwetlands
Nna
o r hCaro '
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
OFWATF?

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 2, 2006
Mr. John Clarke
Regional Vice President of Design/Real Estate
Wal-Mart Stores, Inc.
2001 Southeast 10"' Street
Bentonville, Arkansas, SC 72716-0550
Re: Wal-Mart Store At Havelock, Craven County
DWQ #060042; USACE Action ID. No. 200610376
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the
Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Clarke:
Attached hereto is a copy of Certification No. 3568 issued to Mr. John Clarke of Wal-Mart Stores, Inc.,
dated May 2, 2006. This letter shall also act as your approved Authorization Certificate for impacts to the
protected riparian buffers per 15A NCAC 2B .0233. In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Solid Waste,
Sediment and Erosion Control, Stormwater, Dam Safety, Non-discharge and Water Supply Watershed
regulations.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
AWK/cbk/ym
/Alan W. Klimek, P.E.
Attachments: NCDWQ Summary of Permanent Impacts and Mitigation Requirements
Certificate of Completion
cc: U.S. Army Corps of Engineers, Washington Regulatory Field Office
Wilmington District, USACOE
Kyle Barnes, DWQ, Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652
Steve Dial, Dial Cordy and Associates, Inc., 201 North Front Street, Suite 601, Wilmington, NC
28401
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet: http://h2o.enr.state.nc.us/ncwetlands
Filename: 060042 WalmartStoreAtHavelock(Craven)401_IC
r
N Carolina
Nw'6911y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Wal-Mart Stores, Inc.
Page 2 of 5
May 2, 2006
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS 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 2H, Section .0500 to Mr. John Clarke of the Wal-Mart Stores, Inc., to fill 2.26
acres of jurisdictional wetland, and impact 0.00 square feet (ft) of protected Zone 1 Neuse River basin
riparian buffer and 0.00 square feet (ft) of protected Zone 2 Neuse River basin riparian buffer associated
with the construction of the Wal-Mart Store at Havelock located on the east side of U.S. Highway 70
immediately north of the intersection with Catawba Road adjacent to an unnamed tributary flowing to
Sandy Run and the Neuse River in the Town of Havelock in Craven County, North Carolina, pursuant to an
application filed on the 9th day of December of 2005 (received by DWQ on January 5, 2006), and in
additional correspondence received April 3, 2006, April 20, 2006, and April 28, 2006.
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 changed, 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 complying 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 compensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h) (6) and (7). If any plan revisions 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 may be required. For this approval to be valid,
compliance with the conditions listed below is required.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404/LAMA Wetlands 2.26 (acres) PN and Construction Plans
Buffer Zone 1 0.00 (square ft. PN and Construction Plans
Buffer Zone 2 0.00 (square ft.) PN and Construction Plans
Sediment 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:
Wal-Mart Stores, Inc.
Page 3 of 5
May 2, 2006
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
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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
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;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be clearly marked with
orange warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15A NCAC 213 .0233 and GC 3404;
Continuing Compliance:
6. Mr. John Clarke and the Wal-Mart Stores, Inc., 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. John Clarke and/or the Wal-Mart
Stores, Inc., NC 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
2H.0504. Any new or revised conditions shall be provided to Mr. John Clarke and/or the Wal-
Mart Stores, Inc., NC 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;
Wal-Mart Stores, Inc.
Page 4 of 5
May 2, 2006
Mitigation:
7. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has
been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a
restoration fund. You have one month from the date of this approval to make this payment. For
accounting purposes, this Authorization Certificate authorizes payment into the Wetlands
Restoration Fund to meet the following compensatory mitigation requirement:
Compensatory Mitigation
Required (minimum) River and Sub-basin Number
404/LAMA Wetland 4.52 (acres) Neuse/03020204
Diffuse Flow:
8. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
Deed Notifications:
9. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be
put in place within 30 days of the date of issuance of the 401 Certification letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. DWQ shall be sent
copies of all deed restrictions applied to these lots;
Written Stormwater Management Plan (No Further Plan Needed):
10. The final, written stormwater management plans (including a signed and notarized Operation and
Maintenance Agreement), must be implemented and the stormwater management facilities shall
be constructed and operational before any permanent building is occupied at the subject site. 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 of Water Quality.
Wal-Mart Stores, Inc.
Page 5 of 5
May 2, 2006
11. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at httL)://h2o.eur.state.nc.its/.sit/Forms Documents.hfln.;
12. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written
request within sixty (60) days following receipt of this Certification. This request must be in the form of a
written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, *Raleigh, N.C. 27699-6714. If
modifications are made to an original Certification, you have the right to an adjudicatory hearing on the
modifications upon written request within sixty (60) days following receipt of the Certification. Unless
such demands are made, this Certification shall be final and binding.
This the 2nd day of May 2006
DIVISION OF WATER QUALITY
0
t
Alan W. Klimek, P.E.
3568
AWK/cbk/Um
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Mr. John Clarke and Wal-Mart Stores, Inc. has permission as outlined
below to impact 2.26 acres of wetland for the purpose(s) of constructing the proposed Wal-Mart Store at Havelock
located on the east side of U.S. Highway 70 immediately north of the intersection with Catawba Road adjacent to an
unnamed tributary flowing to Sandy Run and the Neuse River in the Town of Havelock in Craven County, North
Carolina! All activities associated with these authorized impacts must be conducted with the conditions listed in the
attached Permit transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION: Havelock, NC
COUNTY Craven
BASIN/ SUB BASIN Neuse/03020204
As required by 15A NCAC 2H.0500, and the conditions of this Permit, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest foot
according to 15 2R.0503(b).
Impacts Mitigation
2.26 Acres of Class WL wetland 4.52 Acres of Class WL wetland
In correspondence dated April 28, 2006, the EEP indicated that impacts up to 4.44 acres would mitigated by EEP if
necessary for the 401 Water Quality Certification and 404 Permit. The final mitigation ratio is to be determined by
the U.S. Army Corps of Engineers within the 404 Permit, but this must include a minimum of 4.52 acres of
mitigation by the EEP.
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of
a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and
mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of
this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM.
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N.C. 27699-1652
[phone]
Filename: 060042 WalmartStoreAtHavelock(Craven)401 _IC_EEP
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet: htto://h2o.enr.state.nc.us/ncvvetlands
NonehCaro 'na
)WA( AY
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

APR-28-2006 14:20 DEWBERRY DAUIS
4347974341 P.01/02
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This fax transmission may contma cotyldentiai or privileged mfor =tx If you receive that f= niesMe in error,
no* the sender without reading copying or daciasing contents. 7u unauthorized use or dissemh=tn of any
confidential or p tufted information contained in Alias &mumi wn is prohibited
HPR-28-2006 FRI 13:22 TEL:[phone] NAME:DWQ-WETLANDS P. 1
HPR-28-2006 14:21 DEWBERRY DAVIS 4347974341 P.02/02
PROGRAM
April 28, 2006
R. Steve Dial
Dial, Cory and Associates
201 North Front Sp'eet, Suite 601
Wilmington, NC 28401
Project: Walmart store, Craven County
County: Craven
Tho purpose of this letter is to notify you that the North Carolina Ecosystem Enhancemem Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the Wmit issuing agencies as mitigation for project impacts. It is the msponsibility of the
applicant to contact these Agoncie5 to determine if payment to the NC E.EP will be approved.
This acceptance is valid for six trtonths from the date of this letter. It we have not received a copy of the issued 404 time
is th
re. It
exp
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this
hanw,
onsib nes of t; Certification withinm is to NC 13EP. Once NC EEP reco ves ateopy of thoe404 Permit and/or the14licy 01 to send
copies of the 404/401/CAMA pexts
Certification an invoice will be issued and payment must be made.
based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream
(Linear Feet) i3utrer
Zone 1 rimier
zone 2
Cataloging (Acres) (Sq, Pt.) (Sq. Ft.
Unit Ri an Riparian Coastal Marsh Cold Cool Warns

t\r[!1tYl
2.22
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0
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acts
Upon receipt of payment, W will take responsibility for providing the compensatory itig ion ofor the f the compensatory
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and o mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certifioation, and/or LAMA Potmit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
]environment and Natural Resources and the U. S, Army Corps of Engineers dated November 4, 1998.
if you have any questions or need additional information, please contact Chris Mankoff at [phone],
' carely,
t liam D. Gilmore, PE
Director
ee: Cyndi Karoly, WedAnds/401 Unit
Scott Jones, USACE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett, DCM-Marehead City
File
1?tDYLf't?... Edu"... Pro ow fbUt, CDE R
Nonh Carolina Ecosystem Enhancement Program, 1652 Mail Service ocntcr, Aalaigrt, (19 V00-1PoZ / 81 a-715-0479 ! www.naeap.ne?
TOTAL P.02
HPR-28-2006 FRI 13:22 TEL:919T336893 NAME:DWO-WETLANDS P. 2
AF,?yW
NCDENK
North Carolina Department of Environment and
I?
Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director
April 11, 2006
William G. Ross Jr., Secretary
R. Steve Dial
Dial Cordy and Associates, Inc. °
201 Front Street, Suite 601
D
APR 2 0 2006
NR - WATER QUALITY
Fgrq?goytj Wilmington, NC 28401 - -
AND STORMWATER BRANCH
SUBJECT: Consistency Certification Submission Status for Proposed Fill of 2.22 acres of
Wetlands to Facilitate the Construction of a Wal-Mart Supercenter, Havelock,
Craven County (DCM#20060038)
Dear Mr. Dial:
We received the consistency certification of Dial Cordy and Associates on behalf of Wal-Mart
Stores, Inc. (Applicant) on April 7, 2006 for the proposed fill of 2.221 acres of wetland to
facilitate the construction of a Wal-Mart Supercenter on the east side of U.S. Highway 70
immediately north of its intersection with Catawba Road in Havelock, Craven County. Pursuant
to the requirements of 15 CFR 930.60, the purpose of this letter is to inform Wal-Mart Stores,
Inc. (Applicant); Dial Cordy and Associates, Inc.; and the U.S. Army Corps of Engineers (Corps)
that the State of North Carolina has initiated commencement of its Federal consistency review.
Please be aware that as we continue to review this submission that we may develop questions
(please see questions below) on the proposed project that will require that Dial Cordy and
Associates, Inc. respond through the submission of additional information.
The public review period for this project was initiated on April 10, 2006. The public notice will
be printed on April 11, 2006 in the "Sun-Journal". Furthermore, the project has been distributed
to State agencies that would have a regulatory interest in the proposed activity for review and
comment. The public review period will close on May 5, 2006. We intend to make a decision
regarding whether the proposed activity would be consistent with the State's coastal program
soon after.
Furthermore, the Division of Coastal Management does not typically issue a consistency
concurrence decision until the Applicant has obtained all other required State permits and/or
Please confirm the proposed quantity of wetland impacts. According to a February 21, 2006 letter from the
Corps to Wal-Mart, the wetland impacts would be 2.26 acres.
400 Commerce Avenue, Morehead City, North Carolina 28557-3421
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
permissions. For example, this proposed project might require various State approvals such as a
Section 401 Water Quality Certification, the approval of an erosion and sediment control plan,
and the acceptance of any proposed mitigation by the State's Ecosystem Enhancement Program
(EEP). Before DCM can make a decision on the consistency certification all these approval, as
required, must be obtained and copies of those approvals must be forwarded to DCM.
Though we are filing the consistency certification submission as complete and proceeding with
the public review period, we have several questions concerning the proposed project.
Zoning: The submission states: "The property is zoned appropriately for the proposed
use and can accommodate the commercial activity proposed." However, no details were
provided concerning the actual land use and zoning designations. Please identify the land
use and zoning designations for the project site, including any land use and zoning
graphics for the site. Additionally, the submission package states: "all approvals from
the City have been obtained." Copies of these approvals were not provided to DCM to
demonstrate conformance with local planning requirements.
Wetland Avoidance: The submission states: "In our original permit submittal, we
provided a thorough review of avoidance and minimization measures taken in
accordance with Section 404(b)(1) guidelines." This information was not included in the
consistency certification submission to DCM; therefore, we assume that this information
was only submitted to the Corps as part of the Applicant's submittal to the Corps. Please
provide to DCM a wetland avoidance analysis that complies with
15A NCAC 07M.0700.
We acknowledge that the consistency certification submission states: "The applicant has
also minimized impacts on-site to the best of their abilities. In addition, the applicant has
further reduced wetland impacts to 2.22 acres through coordination with DWQ, and has
preserved a 50 foot stream buffer along the entire stream length." While the proceeding
statement may express an appropriate conclusion, it is a conclusory statement that does
not adequately convey the analytical process followed to reach the supposition that
wetland impacts have been avoided consistent with the requirements of
15A NCAC 07M.0700.
Alternatives Analysis: Closely linked to the issue of wetland avoidance are project
alternatives that would avoid impacts to wetlands. Project alternatives could include
another appropriate site on US 70 or reducing the scope of the proposed project. The
submission simply states: "In summary, the applicant has shown in accordance with the
guidelines that there are no other reasonable alternatives based on economic and
environmental factors which meet the project's purpose and need." The submission
package did not disclose what alternatives were evaluated and why the alternatives to the
proposed action were dismissed. Please provide a detailed description of the project
alternatives examined including an analysis of why alternatives to the proposed action
were dismissed and why the proposed action is considered the preferred alternative.
Ecosystem Enhancement Program (EEP): The consistency submission notes that
Wal-Mart proposes to meet its mitigation requirement through the purchase of EEP
credits. Before the DCM can act on your consistency submission we require a copy of
Page: 2
r'
the letter demonstrating that the EEP and Wal-Mart have reached a mitigation agreement.
Please provide to DCM. a copy of any EEP approval of your proposed mitigation plan.
Should Wal-Mart not reach an agreement with the EEP, Wal-Mart may then submit to
DCM an alternative mitigation proposal.
Based on the requirements of 15 CFR 930.62, DCM has until October 7, 2006 to either concur or
object to the consistency certification. Thank you for your consideration of the North Carolina
Coastal Management Program.
Sincerely,
Stephen Rynas, AICP
Federal Consistency Coordinator
Cc: Doug Huggett, Division of Coastal Management
Noelle Lutheran, NC Division of Water Quality
Amy Franklin, NC Division of Water Quality
Maria Tripp, NC Wildlife Resources Commission
Scott Jones, U. S. Army Corps of Engineers
Page: 3
(0 0 0 q ;.s"
O
1 1
11.11
US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: 01/09/2006
Comment Deadline: 02/09/2006
Corps Action ID 4: 200610376
All interested parties are herby advised that the Wilmington District, Corps of Engineers
(Corps) has received an application for work within jurisdictional waters of the United
States. Specific plans and location information are described below and shown on the
attached plans. This Public Notice and all attached plans are also available on the
Wilmington District Web Site at www.saw.usace.anny.mil/wetlands
Applicant: Wal-Mart Stores, Incorporated
2001 Southeast 10`h Street
Bentonville, Arkansas 72716-0550
AGENT (if applicable): Dial Cordy and Associates, Incorporat RR -1 ? [9 0 R'/ RN3
C/o Mr. Steve Dial
201 North Front Street, Suite 601 JAN 1 0 2006
Wilmington, North Carolina 28401
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Authority
The Corps will evaluate this application and a decide whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures of Section 404 of the
Clean Water Act (33 U.S.C. 1344).
Location
Project is located within a 25.89 acre parcel on the east side of U. S. Highway 70
immediately north of the intersection with Catawba Road adjacent to an unnamed
tributary flowing to Sandy Run and the Neuse River in the Town of Havelock in Craven
County, North Carolina.
Existing Site Conditions
The site is currently undeveloped and is zoned commercial. It contains 2.26 acres of
jurisdictional wetlands. Surrounding land use consists of a mixture of commercial
properties and military reservation.
Overall the landscape position of the property is level with an elevation of approximately
25 feet above sea level. The slope generally runs to the northeast. The North Carolina
Geological Survey indicates that the site is located within the Quaternary Coastal Plain.
Based on mapped soil data obtained from the USDA Soil Survey for Craven County
dated 1984, the soils in the project area are Roanoke series soils. These soils are poorly
drained, nearly level, and located on broad flats and in depressions on stream terraces
along the Neuse River. Typically, areas are irregularly shaped and range from 10 to 500
acres. The soil represented in the project area is Roanoke fine sandy loam. This soil
meets the requirements for a hydric soil.
The property has been heavily impacted by artificial drainage and other intensive timber
management activities. An extensive network of ditches drains the property, and some of
the low-lying areas have been bedded to facilitate the growth of loblolly pine (Pinus
taeda). Upland areas at the site are occupied primarily by dense loblolly pine stands in
various stages of regeneration. The site also includes smaller areas of scrub-shrub
habitats that are dominated by hardwood saplings. A Coastal Plain small stream swamp
community occupies the eastern margin of the property. The small stream swamp
represents the only natural community on the property as defined by the NCNHP.
Although the small stream swamp community has been impacted by artificial drainage,
stormwater runoff, and timber harvest; the vegetative composition of this community
remains largely intact.
Pine stands on the property are characterized by a dense overstory of loblolly pine, with a
dense subcanopy of mesic hardwoods and a sparse shrub stratum. As a result of shading,
the herbaceous stratum is very sparse to absent. The hardwood subcanopy is dominated
by sweet-gum (Liquidambar styraciflua), red maple (Acer rubrum), and water oak
(Quercus nigra). White oak (Quercus alba) and southern red oak (Quercus falcata) are
also present to a lesser extent on dryer portions of the site. Species comprising the shrub
stratum are typical of mesic to wet pine flatwoods communities. Typical shrubs include
horse sugar (Symplocus tinctoria), inkberry (Ilex glabra), coastal sweet-pepperbush
(Clethra alnifolia), highbush blueberry (Vaccinium formosum), titi (Cyrilla racemiora),
cane (Arundinaria gigantea), wax myrtle (Myrica cerifera), sweetbay (Magnolia
virginiana), and swamp red bay (Persea palustris). The very sparse to absent herbaceous
stratum includes bracken fern (Pteridium aquilinum), slender spike grass (Chasmanthium
laxum), partridgeberry (Mitchella repens), heartleaf (Hexastylis sp.), and woody vines
such as yellow jessamine (Gelsemium sempervirens) and Japanese honeysuckle
(Lonicera japonica).
The small stream swamp community is characterized by an overstory of swamp tupelo
(Nyssa biflora), red maple, sweet-gum, water oak, swamp laurel oak (Quercus laurifolia),
and yellow poplar (Liriodendron tulipifera). Shrubs include titi, sweetbay, Virginia
willow (Itea virginica), fetterbush (Lyonia lucida), swamp red bay, wax myrtle, and
Chinese privet (Ligustrum sinense). Blaspheme-vine (Smilax laurifolia) is also
prominent in this community. The herbaceous stratum includes sedges (Carex spp.),
netted chainfem (Woodwardia areolata), leathery rush (Juncus coriaceus), lizard's-tail
(Saururus cernuus), cinnamon fern (Osmunda cinnamomea), false nettle (Boehmeria
2
f
cylindrica), grape fern (Botrychium sp.), partridge berry, and Japanese honeysuckle. This
community does not have a well-defined stream channel and hydrology appears to be
driven primarily by seepage. This community has been impacted by artificial drainage
(ditching) and by erosion and sedimentation associated with adjacent urbanization and
increases in stormwater runoff.
Some of the low-lying, transitional areas between upland pine stands and the small
stream swamp community are occupied by very dense scrub-shrub hardwood stands.
These communities occur on disturbed areas that are apparently too wet to support
loblolly pine establishment. Typical hardwoods include sweet-gum, red maple, water
oak, and yellow poplar. These areas have a sparse shrub stratum with a species
composition that is similar to that of the small stream swamp community. The
herbaceous stratum is characteristically absent in these areas.
Applicant's Stated Purpose
The purpose and need of the proposed project is to provide an economically viable
commercial/retail center to meet the present demand for a new and expanded grocery and
retail center
Project Description
The project involves the filling and grading of 2.26 acres of Section 404 jurisdictional
wetlands to facilitate the construction of a 184,305 square foot commercial/retail center.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review. The Corps will generally not make a final permit decision
until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives
State certification required by Section 401 of the Clean Water Act (PL 92-500). The
receipt of the application and this public notice in the NCDWQ Central Office in Raleigh
serves as application to the NCDWQ for certification. A waiver will be deemed to occur
if the NCDWQ fails to act on this request for certification within sixty days of the date of
the receipt of this notice in the NCDWQ Central Office. Additional information
regarding the Clean Water Act certification may be reviewed at the NCDWQ Central
Office, 401 Oversight and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh,
North Carolina 27604-2260. All persons desiring to make comments regarding the
application for certification under Section 401 of the Clean Water Act should do so in
writing delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail
Service Center, Raleigh, North Carolina 27699-1650 Attention: Ms Cyndi Karoly by
February 6, 2006.
3
The applicant has not provided to the Corps, a certification statement that his/her
proposed activity complies with and will be conducted in a manner that is consistent with
the approved North Carolina Coastal Zone Management Program. Pursuant to 33 CFR
325.2(b)(2), the Corps can not issue a permit for the proposed work until the applicant
submits such a certification to the Corps and the North Carolina Division of Coastal
Management (NCDCM), and the NCDCM notifies the Corps that it concurs with the
applicant's consistency certification.
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson-Stevens Fishery Conservation and Management Act. The Corps' initial
determination is that the proposed project will not adversely impact EFH or associated
fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils
or the National Marine Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic
Places and is not aware that any registered properties, or properties listed as being
eligible for inclusion therein are located within the project area or will be affected by the
proposed work. Presently, unknown archeological, scientific, prehistoric, or historical
data may be located within the project area and/or could be affected by the proposed
work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database. Based on
available information, the Corps has determined pursuant to the Endangered Species Act
of 1973, that the proposed project will have no effect on federally listed endangered or
threatened species or their formally designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit, which reasonably may be expected to accrue from the
proposal, must be balanced against its reasonably foreseeable detriments. All factors
4
which may be relevant to the proposal will be considered including the cumulative effects
thereof; among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps is soliciting comments from the public; Federal, State and local agencies and
officials, including any consolidate State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of
this proposed activity. Any comments received will be considered by the Corps to
determine whether to issue, modify, condition or deny a permit for this proposal. To
make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest
factors listed above. Comments are used in the preparation of an Environmental
Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the
National Environmental Policy Act (NEPA). Comments are also used to determine the
need for a public hearing and to determine the overall public interest of the proposed
activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received
by the Corps of Engineers, Wilmington District, until 5pm, February 6, 2006. Comments
should be submitted to Mr. Scott Jones at Post Office Box 1000, Washington, North
Carolina 27889.
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'OF WA TF9O Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
-? Alan W. Klimek, P.E. Director
Division of Water Quality
January 17, 2006
DWQ Project # 06-0042
Havelock County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Wal-Mart Stores, Inc.
2001 S.E. 10th Street
Bentonville, Arkansas 72716-0550
Subject Property: Wal-Mart Store At Havelock
Ut to Sandy Run [Neu10, 27-112-6-3, SC, SW, NSW]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On January 5, 2006, the Division of Water Quality (DWQ) received your application dated December 9,
2005, to impact 2.26 acres of wetland to construct the proposed 184,305 square foot commercial/retail
center. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore, unless we
receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Please provide a location map for the project.
2. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the
site plan.
3. Please show all wetland impacts including fill slopes on the site plan.
4. Please indicate proposed lot layout as overlays on the site plan.
5. Please send a complete construction plan at a 1 "=50' scale.
6. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as
overlays on the site plan.
7. Please provide cross section details showing the provisions for aquatic life passage.
8. Please locate any planned sewer lines on the site plan.
N One Caro ma
401 Oversight/Express Review Permitting Unit ? ataCa
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httu://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/ 10% Post Consumer Paper
Wal-Mart Stores, Inc.
Page 2 of 2
January 17, 2006
9. Please provide the location of any proposed stormwater management practices.
10. Please provide detail for the stormwater management practices.
11. Please specify the percent of project imperviousness area based on the estimated built-out
conditions.
12. Please indicate all stormwater outfalls on the site plan.
13. Please provide an agent authorization form.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Kyle
Barnes of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Steve Dial, Dial Cordy & Associates, Inc., First Union Building, Suite 601, 201 N. Front St.,
Wilmington, NC 28401
Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Filename: 060042 WalmartStoreHavelock(Craven)On_Hold
Attn: StevciDial: DWQ 06-0042 Wal-Mart Store of Havelock
Subject: Attn: Steve Dial: DWQ 06-0042 Wal-Mart Store of Havelock
From: Laurie Dennison <[e-mail]>
Date: Tue, 17 Jan 2006 14:45:20 -0500
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060042WalmartStoreHavelock(Craven)On_Hold.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 1/17/2006 2:45 PM
DIAL CORDY
AND ASSOCIATES INC
Vtiuirorimerntal coiisitltunls
January 18, 2006
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Wal-dart Store, Havelock NC
DWQ Project # 06-0042
Dear Ms. Karoly:
IJ`a
";PVCh
We are in receipt of your letter of 17 January, 2006 regarding a request for more information on
the above project.
Please be advised that we will be responding to your request in the next few weeks.
We appreciate your attention to our application.
Sincerely,
R. Steve Dial
cc. Kyle Barnes, DWQ
cc. Brian Bradner, Dewberry & Davis
cc. Sheila Reeves, Dewberry & Davis
F[IM UNION B111 DINC, Still 1, 601 • 201 Nrnrru FR N r S l RIA ?I • Wn MNCroN, Nnrru CAROLINA 28401
910-251-9790 • r,\z910-251-9409 • e-MAID into(+?diadcorckcom
of I I( I C JAC;<UNA III I, F1 olwm • CIIARI ISION, Sol'[ 11 C1RO[ INA
Triage Check List
Date, t Projet't Name: W
DWQ#: C)C4
County: C?a1/ V\
T0: ? ARO Kevin Barnett *aRO Tom Steffens an Kyle Barnes
? FRO Ken Averitte WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO a Horan
From. I Gam, Telephone : (919)
The file attached is being forwarded''o. our for your evaluation.
Please call if you nee&" stance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-lixpe surface'.waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
r f
? Mitigation Ratios s -J)
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

Comments:
DIAL CORDY
AND ASSOCIATES INC
Enuironm(,Mal Cotisulfaiits
January 3, 2006
Mr. Ian McMillan
Raleigh Central Office
NCDENR-DWQ
512 N. Salisbury Street
Raleigh, NC 27604-1 1 70
RE: Wal-Mart Store, Craven County, Havelock NC
Dear Mr. McMillan:
20060042
Dial Cordy and Associates Inc is pleased to re-submit, on behalf of Wal-Mart Stores Inc., five
copies of the Section 404/401 permit application for filling 2.26 acres of jurisdictional wetlands
on the subject property. The enclosed submittal includes the following information to assist you
in processing the application.
• Application form
• Drawings
• Supporting information
• Letter from USFWS
We have also enclosed a CD of all the above information in an electronic format.
The application is signed by John Clark of Wal-Mart.
Sinc ,
R. Steve Dial
cc. Kyle Barnes
cc. Brian Bradner, VA
cc. Michael Hanson, NC
RIN@LBO W Lrg=
JAN 5 2006
WETLANDS AND TTORMWATER BTMRANCH
FIRSI UNION BUIL1)IW, Sulu( 601 • 201 NORTII FRON"I SIRVEI • WIIMIN(,I'ON, Noimi CAROHNA 28401
910-251-9790 • I AX 910-251-9409 • EMAIL info(a)dialcot&com
0Il:IC1=S JACKtiONVH I I, F[ORII)A • 0IARI.I:ZION, SUUIII C,AROIINN
W ATF Michael P Easley, Governor
Q 9 William G. Ross Jr., Secretary
\O? QG North Carolina Department trf Environment and Natural Resources
Cq Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen If. Sullins, Deputy Director
Division of Water Quality
December 22, 2005
Craven County
CERTIFIED MAIL
Dial Cordy and Associates
Attn: R. Steve Dial
201 North Front St Ste 601
Wilmington, NC 28401
Subject: Wal-Mart Store, Craven County, Havelock NC
Applicant Contact
Mr. Dial:
On December 16, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on
behalf of Wal-Mart Stores, Inc. for a Individual Permit Water Quality Certification in Craven County, North
Carolina. In reviewing this application request, we will require an individual's name associated with Wal-Mart
Stores, Inc (as permit Applicant) to enter the project into the database. Attempts to reach you via email and phone
were unsuccessful. Please provide the requested information and return the permitting package at your earliest
convenience.
The 401 Certification cannot be processed until a copy of the Corps of Engineers Public Notice for this project is
received at the DWQ Central Office in Raleigh. No action is required on your part regarding the notice. The
Corps of Engineers will forward the Public Notice to this Office when it is published.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
N Sincerely,
C ndi Klrol
Y
CBK/ljd
Enclosure: PCN Application return
cc: File copy
Wal Mail (Craven) Hold for Applicant Contact
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 37699-1650 (Mailing Address)
2321 Cmbtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6393 (lax), (httn: h2o.enr.state.ne,us'ncwetlands)
Customer Service 4: 1-877-623-6748
R?
NLb ENR

DIAL CORDY
AND ASSOCIATES INC
Enuironrnenf(al Consultranrs
December 9, 2005
Mr. Scott Jones
Washington Regulatory Field Office
US Army Corps of Engineers
107 Union Drive, Suite 202
Washington NC 27889
RE: Wal-Mart Store, Craven County, Havelock NC
Dear Mr. Jones:
Dial Cordy and Associates tnc is pleased to submit, on behalf of Wal-Mart Stores Inc., a Section
404 application for filling 2.89 acres of jurisdictional wetlands on the subject property. The
enclosed submittal includes the following information to assist you in processing the application.
• Application form
• Drawings
• Supporting information
• Letter from USFWS
VJe have also enclosed a CD of all the above information in an electronic format and a full size
copy of the construction plans.
As discussed, we plan on meeting with you at 1:00 pm on December 19`h to discuss the
application. Mr. Brian Bradner of Dewberry and Davis and I will be attending the meeting. In the
meantime, should you identify any additional information that you may require for publishing the
public notice, please do not hesitate to contact me directly.
?? lY>
Q
R. Steve Dial
cc. Brian Bradner
FIRST UNION BUILDING, SUITE 601 • 201 NORTH FRONT STREET • WILMINGTON, NORTH CAROLINA 23401
910-251-9790 • FAX [phone] • E-MAIL infcC alcurdvwm
OFFICZ 1ACKSONvILLE, FLORIDA • CHARLESTON, SOUTH CAROLINA
i?4a
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT 1 OMS APPROVAL NO. 0710-0003
Q3 CFR 3251 I Expires December 31. 2004
-he Public burden for this collection of information Is sestimated to average 10 hours per response, although the majority of applications should require
i hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, OC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested Information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructional and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An appication that is not completed in ft W will be returned.
- 11TEMS 1 THRU 4 TO BF F!1 L Fn aV THE CnRPS1
1. APPLICATION NO. 12. FIELD OFFICE CODE 3. DATE RECEIVED
5. APPLICANT'S NAME
Wal-Mart Stores, Inc
4. DATE APPLICATION COMPLETED
8. AUTHORIZED AGENT'S NAME AND TITLE inn spoor a nor ocurwi
Dial Cordy and Associates Inc
6. APPUCANT'S ADDRESS
2001 S.E. 10th St.
Bentonville, Arkansas 72716-0550

3. Residence
b. Business 479-273-4000
9. AGENT'S ADDRESS
201 North Front St., Suite 601
Wilmington, NC 28401
a. Residence
b. Business 910-251-9790
1 STATEMENT OF AUTHORIZATION
I hereby authorize,- to act in my behalf as my agent in the processing of this application and to
tirnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE rswm=n cwm,
Wal-Mart Store # 3825-00
Wal-Mart Stores Inc. Havelock, NC
13. NAME OF WATERBODY, IF KNOWN wapp*mw.)
Un-named tributary to Sandy Run, Neuse
15. LOCATION OF PROJECT
14. PROJECT STREET ADDRESS rrsoprr eAo
Craven NC
COUNTY
STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (smznsmxrAww
City of Havelock
17. DIRECTIONS TO THE SITE j
Proceed North on US Hwy 70 through most of Havelock. Site is located on east side of US Hwy
70 and North of Catawba Road.
it
ENG FORM 4345. Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CE -OfU
. M•
18. Nature of Activity (v+orpo y of pwlmr, moue* ay Im" v
Construction of a Wal-Mart Store (184,305 gross SF), parking (871 spaces), loading area,
stormwater pond, and access road.
19. Project Purpose /Dsaibe uis rsaon ar purpme d fM proper, see insrruRrorel
See supplimental information
USE BLOCKS 20-22 IF DREDGED ANDfOR FILL MATERIAL IS TO BE DISCHARGED
20. Reeson(s)for Discharge
Fill in wetlands area needed to facilitate construction of the building, parking, stormwater
pond, and access road to site.
21. Type(s) of Material Being Discharged and the Amount of Each Tvoe in Cubic Yards
Clean Fill 6,500 cy
22. Surface Area in Acres of Wetlands or other Waters Filled tsar Manxvam?
2.26 AC of jurisdictional wetlands and ditches.
23. Is Any Portion of the Work Already Complete? Yes Z_7 No X IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessaas, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attached list
25. List of Other Certifications or ApprovaWDenials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPO APPIinvA1 • IMCWMMI A Inu w,..nm
•V
__ . __ ..._. _ .__._.--.. ?... - r......-.? -1 1 _11-cw um I C ucrilrL
ACOE Wetland plat 200511131 6-13-2005

219. Application
duly
permit or permits to authorize the work described in this application. I certify that the information in this
roe?. I further certify that I possess the authority to undertake the work described herein or am acting as the
OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that; Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies,. conceals, or covers up any trick, scheme, or disguises a material fact or makes any fake, fictitious or
fraudulent stet?ments or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more then 4110,000 or Imprisoned not more than five years or both.

Wal-Mart Store, Havelock NC
Corps of Engineers Section 404 Permit Application
Supporting Information
1.0 Description of Project and All Features (Block 18)
Dial Cordy and Associates Inc., serving as the agent for the applicant Wal-Mart
Stores Inc., hereby submits an application for an individual Section 404 permit to
cover work proposed on a 25.89 acre parcel located west of US Highway 70 and
north of Catawba Road in Craven County, North Carolina (Sheet 1). The scope of
the project includes construction of a commercial Wal-Mart Supercenter store
with associated parking, loading docks, road access, and stormwater retention
pond (Sheet 2). Activities requiring a Section 404 permit include fill of 2.26 acres
of wetlands for the access road crossing from Catawba Road, parking along the
south side of the store, the rear loading docks and truck access, and a small area
of the building.
Jurisdictional wetlands were delineated in 2000, and revalidated by the Corps of
Engineers on June 13, 2005 (Action Id. 200511131). The site is adjacent to a
unnamed tributary to Sandy Run in the Neuse River basin.
2.0 Overall Project Purpose (Block 19)
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery and retail center totaling 184,305
square feet (Sheet 2). A site of sufficient size and buildable square footage was
required to overcome the substantial costs of acquiring land, as well as
designing, permitting, and constructing the infrastructure necessary to support
the proposed project.
3.0 Description of Existing Conditions
3.1 Physical Setting
Topography
The site is relatively level with an elevation of approximately 25 feet above sea
level. The slope is generally to the northeast.
Geology
The North Carolina Geological Survey indicates the subject property to be
located within the Quaternary (Qp) Coastal Plain. It consists of undivided surficial
deposits. Quaternary deposits are not shown at altitudes greater than
approximately 25 feet above mean sea level and consist of sand, clay, gravel and
peat deposited in marine, fluvial, eolian, and lacustrine environments.
Soils
The following soil type, as reported in the EDR Report with GeoCheck®
(reference Appendix B) is the primary soil type found on the subject property:
Soil Component Name: ROANOKE
Soil Surface Texture: fine sandy loam
Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey,
have a high water table, or are shallow to an
impervious layer.
Soil Drainage Class: Poorly. Soils have a saturated zone, a layer of low
hydraulic conductivity, or seepage. Depth to water
table is less than a foot.
Hydric Status: Soil meets the requirements for a hydric soil.
Depth to Bedrock: >60 inches
3.2 Jurisdictional Wetlands
The property has been heavily impacted by artificial drainage and other intensive
timber management activities. The property is drained by an extensive network of
ditches, and some of the low-lying areas have been bedded to facilitate the
growth of loblolly pine (Pinus taeda). Upland areas at the site are occupied
primarily by dense loblolly pine stands in various stages of regeneration. The site
also includes smaller areas of scrub-shrub habitats that are dominated by
hardwood saplings. A Coastal Plain small stream swamp community occupies
the eastern margin of the property. The small stream swamp represents the only
natural community on the property as defined by the NCNHP. Although the small
stream swamp community has been impacted by artificial drainage, stormwater
runoff, and timber harvest; the vegetative composition of this community remains
largely intact.
Pine stands on the property are characterized by a dense overstory of loblolly
pine, with a dense subcanopy of mesic hardwoods and a sparse shrub stratum.
As a result of shading, the herbaceous stratum is very sparse to absent. The
hardwood subcanopy is dominated by sweet-gum (Liquidambar styraciflua), red
maple (Acer rubrum), and water oak (Quercus nigra). White oak (Quercus albs)
and southern red oak (Quercus falcata) are also present to a lesser extent on
dryer portions of the site. Species comprising the shrub stratum are typical of
mesic to wet pine flatwoods communities. Typical shrubs include horsesugar
(Symplocus tinctoria), inkberry (Ilex glabra), coastal sweet-pepperbush (Clethra
alnifolia), highbush blueberry (Vaccinium formosum), titi (Cyrilla racemiflora),
cane (Arundinaria gigantea), wax myrtle (Myrica cerifera), sweetbay (Magnolia
virginiana), and swamp red bay (Persea palustris). The very sparse to absent
herbaceous stratum includes bracken fern (Pteridium aquilinum), slender spike
grass (Chasmanthium laxum), partridgeberry (Mitchella repens), heartleaf
(Hexastylis sp.), and woody vines such as yellow jessamine (Gelsemium
sempervirens) and Japanese honeysuckle (Lonicera japonica).
The small stream swamp community is characterized by an overstory of swamp
tupelo (Nyssa biflora), red maple, sweet-gum, water oak, swamp laurel oak
(Quercus laurifolia), and yellow poplar (Liriodendron tulipifera). Shrubs include
titi, sweetbay, Virginia willow (Itea virginica), fetterbush (Lyonia lucida), swamp
red bay, wax myrtle, and Chinese privet (Ligustrum sinense). Blaspheme-vine
(Smilax laurifolia) is also prominent in this community. The herbaceous stratum
includes sedges (Carex spp.), netted chainfern (Woodwardia areolata), leathery
rush (Juncus coriaceus), lizard's-tail (Saururus cernuus), cinnamon fern
(Osmunda cinnamomea), false nettle (Boehmeria cylindrica), grape fern
(Botrychium sp.), partridge berry, and Japanese honeysuckle. This community
does not have a well-defined stream channel and hydrology appears to be driven
primarily by seepage. This community has been impacted by artificial drainage
(ditching) and by erosion and sedimentation associated with adjacent
urbanization and increases in stormwater runoff.
Some of the low-lying, transitional areas between upland pine stands and the
small stream swamp community are occupied by very dense scrub-shrub
hardwood stands. These communities occur on disturbed areas that are
apparently too wet to support loblolly pine establishment. Typical hardwoods
include sweet-gum, red maple, water oak, and yellow poplar. These areas have
a sparse shrub stratum with a species composition that is similar to that of the
small stream swamp community. The herbaceous stratum is characteristically
absent in these areas.
3.3 Threatened and Endangered Species (Section 7)
Dial Cordy and Associates Inc. completed an assessment of the Havelock Wal-
Mart site in Craven County, North Carolina. The findings of the assessment were
forwarded to the USFWS on March 3 2005 (see attached), and were based on a
site visit conducted on February 9 2005, and a review of the North Carolina
Natural Heritage Program (NCNHP) database conducted on 23?d February 2005.
The study area has been heavily impacted by artificial drainage, bedding,
establishment of dense pine plantations, adjacent urbanization, and erosion and
sedimentation. Due to the history of disturbance at the site, the study area does
not contain any high quality ecological communities. The NCNHP has no records
of any protected species within the study area, and no protected species were
observed during the site visit. Due to the lack of quality habitat, and the disturbed
nature of the site, the presence of protected species within the study area is
considered unlikely.
A letter from USFWS, dated 14 April 2005,concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
4.0 Compliance with Section 404 (b)(1) Guidelines
4.1 Alternatives
4.1.1 Overview
A detailed analysis of the Section 404(b)(1) Guidelines requirements for
consideration of alternatives, as required by 40 CFR 230.10(a), is set forth below.
Actions taken to minimize wetland impacts are presented in Section 4.4 of this
document.
The Section 404(b)(1) Guidelines' alternatives requirements provide that "no
discharge of dredged or fill material shall be permitted if there is a practicable
alternative to the proposed discharge which would have less adverse impact on
the aquatic ecosystem, so long as the alternative does not have other significant
adverse environmental consequences." [See 40 CFR 230.10(a) (emphasis added)]
The record must contain "sufficient information to demonstrate that the proposed
discharge complies with the requirements of Section 230.10(a) of the Guidelines.
The amount of information needed to make such a determination and the level of
scrutiny required by the Guidelines is commensurate with the severity of the
environmental impact (as determined by the functions of the aquatic resource and
the nature of the proposed activity) and the scope/cost of the project." [See
ACOE/EPA Memorandum to the Field "Appropriate Level of Analysis Required for
Evaluating Compliance with Section 404(b)(1) Guidelines Alternatives
Requirements," p. 2, dated August 23, 1994, hereinafter the "Memorandum."] As
noted in the Memorandum at pages 3-4, the 404(b)(1) Guidelines "only prohibits
discharges when a practicable alternative exists which would have less adverse
impact on the aquatic ecosystem." [See Memorandum] "If an alleged alternative
is unreasonably expensive to the applicant, the alternative is not 'practicable'."
[See Guidelines Preamble, "Economic Factors," 45 Federal Register 85343
(December 24, 1980).]
Practicable alternatives for the Havelock Wal-Mart are those alternatives that are
"available and capable of being done after taking into consideration costs, existing
technology, and logistics in light of overall project purposes." [See 40 CFR
230.10(a)(2)] Clarification is provided in the Preamble to the Guidelines on how
cost is to be considered in the determination of practicability: Our intent is to
consider those alternatives which are reasonable in terms of the overall scope/cost
of the proposed project. The term economic [for which the term "costs' was
substituted in the final rule] might be construed to include consideration of the
applicant's financial standing, or investment, or market share, a cumbersome
inquiry which is not necessarily material to the objectives of the Guidelines.
[See Guidelines Preamble, "Alternatives," 45 Federal Register 85339
(December 24, 1980) (emphasis added)]
4.2 Project Purpose and Need
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery store, and retail center, totaling
184,305 square feet) (Sheet 2). This project has been planned as part of a
concerted working effort with local, and county agencies to generate commercial
growth along the US 70 corridor on the north side of the City of Havelock. A site
of sufficient size and buildable square footage was required to overcome the
substantial costs of acquiring land, as well as designing, permitting, and
constructing the infrastructure necessary to support the proposed project.
Justifying significant investment in development of the proposed commercial
shopping center required in-depth knowledge of the market and identification and
analysis of the need for the project. There are five standard considerations
inherent in choosing a practicable site for a commercial store as envisioned for
this project, and in evaluating the market-based need for the project. These
considerations are summarized below.
1) Location - Property must be within reasonable driving distance for a
majority of its potential users and be easily accessible off a major highway.
2) Zoning - Property must be zoned for commercial use.
3) Constraints - Property must not have significant environmental constraints
that would prohibit acquisition of permits and approvals for its use.
4) Cost - Property cost must be commensurate with the potential revenue
that can be derived from the property.
5) Marketability - Property must be in an area where there is high demand or
market for its use.
4.3 Avoidance - Alternative Site Analysis
4.3.1 Project Site
The project site consists of 25.89 acres of uplands. The property is zoned
appropriately for the proposed use and can accommodate the commercial activity
proposed. All utilities are accessible to the site, and traffic congestion will be
manageable with the access of Catawba Rd and signaled interchange at
Catawba Rd and US 70. Wetlands that will be impacted are highly disturbed from
past silvacultural activities and ditching.
In addition to construction revenue and employment opportunities for 350 new
jobs, the proposed Wal-Mart center, when completed, will also generate
significant real estate ad valorem taxes and sales taxes. The proposed project
should generate $100,000 in property taxes per year. The County/State will
receive $3,250,000 in revenues from sales tax on general merchandise and
groceries per year. The increase in sales tax will allow the County to serve the
needs of the residents without additional taxation of homeowners.
4.3.2 Market Based Criteria
The principal market area for siting the proposed facility is the US 70 corridor of
Havelock. This is the major area targeted for growth in the market area where
some property exists, where millions of dollars have been expended in
infrastructure development (roads, utilities), and where zoning allows for
practicable development. In addition, to support a review of the market area for
undeveloped land of sufficient size to provide an economically viable commercial
development, the criteria listed in Table 1 were considered important in selecting
and evaluating alternative sites.
Table 1 Market-Based Criteria for Alternative Site Analysis
A. Traffic Volume
1. Type of Traffic (through, destination, home from work)
2. Infrastructure for Traffic (number of lanes, curb/median cuts, signals,
accel/decel lane)
B. Proximity to Target Market
1. Close to Higher Income Housing
2. Close to Hospital/Medical Facilities
3. Close to Schools
4. Central to Extended Trade Area
C. Consistent with Existing Shopping Habits
D. Consistent with Local Government Land Use Plan
E. Availability of Adequate Utilities
F. Suitable Size/Configuration
G. Economic Feasibility
1. Cost of Land and Availability
2. Cost of Improvements
3. Cost of Permitting and Off-Site Work
H. Environmental and Cultural Constraints
1. Hazardous and Toxic Substances
2. Archeological/Historic Sites
3. Threatened/Endangered Species
4. High Quality Wetlands
5. Low Quality Wetlands
4.3 Alternative Site Evaluation
A review and analysis of the market area by Wal-Mart during their site selection
process showed that there were few alternative sites to consider which met the
market-based criteria or the project purpose. According to the applicants
analysis, there were only two sites within the market area that could be
developed as a commercial/ retail center of suitable size to meet the project
purpose.
Using the criteria in Table 1, one alternative site was considered "economically
viable;" however, based on the assessment of the site completed by Wal-Mart,
construction on this site would be more costly and impact at least 4 acres of
wetlands, result in considerable traffic problems, and require construction of a
retaining wall along the adjacent stream. The alternative site evaluated is
described below:
Alternative Site : Tourist Center Drive Property (24 acres)
This property is located on Tourist Center Drive adjacent to the Visitor's Center
for Havelock and the Hampton Inn. Based on preliminary site analysis, the site
contains 4 ac of wetlands and is adjacent to Wolf Pit Branch. Placement of the
Wal-Mart 176 supercenter on the site would necessitate filling of all the wetlands,
due to the sites size and orientation, and would require filling or a retaining wall
within riparian wetlands of the adjacent creek. Traffic safety was also a
considerable concern, as only two access points off Tourist Drive could be
planned, which most likely would result in causing future traffic problems.
In addition, in the event there were other available alternative sites, the
development of such a site would necessarily require significant expenditure of
private resources to acquire the site, obtain local and regional plan approval,
replan and design the improvements, and obtain the necessary state and federal
permits, as there are few areas of suitable size that do not have wetlands, and
are located on a major highway in the City of Havelock.
The site subject to this application consists of 25.89 acres under single
ownership with an acceptable land use designation, and is ideally located
adjacent to US Hwy 70, with all the required utilities in close proximity. The site is
of sufficient size to accommodate the market demand of providing 184,305
square feet of retail space, to accommodate minimum parking and stormwater
retention requirements; and to overcome the substantial public and private cost
of building new infrastructure.
The project site is located on US Highway 70, which is the primary access route
through Havelock for locals and tourists on their way to the coast. The County and
State will realize an additional increase in sales tax revenues of approximately
$3,250,000 per year. This site provided multiple access points with two signals,
and access from two highways.
After verifying other possible alternative sites, it was found that all commercially
advantageous areas were already developed, not for sale, did not have the proper
zoning for the density desired, had more wetlands on them, or were not situated on
a major highway. The wetlands on the proposed site are considered of low to
moderate in value and have been either ditched in the past or cutover as part of
past silvacultural use of the site.
Therefore, there is no alternative site that is available and capable of being
acquired and developed after taking into consideration the costs, existing
technology, and logistics in light of the overall project purpose.

4.4 Minimization of Impacts
The applicant and design professionals have worked diligently to minimize
unavoidable wetland impacts to the maximum extent practicable while still
meeting the project purpose. Measures evaluated to reduce impacts included
removal of proposed outparcels near the Catawba Road entrance, and relocating
the stormwater pond, which was first sited all in wetlands.
4.5 Compensation
Mitigation options for the 2.26 acres of wetland impacts have been evaluated
based on the assessment of the quality of wetlands proposed to be impacted,
and based on the assumption that there are no reasonable on-site or off-site
mitigation sites in close proximity to the project site. Since a majority of the
wetlands to be impacted are considered highly disturbed and generally of low
quality, the applicant believes a ratio of 1:1 for mitigation is applicable for this
project. Due to the lack of local mitigation options available to the applicant in this
watershed, the applicant is requesting to purchase 2.26 (2.26 ac of impact x 1:1
ratio) non-riparian credits from the State of North Carolina EEP program. Based
on the published rates for non-riparian wetland credits, the applicant would
submit a check to the State in the amount of $29,657.98.
5.0 Public Interest Review Factors
The following review factors are used by the Corps of Engineers in evaluating
impacts of the proposed action. A response to each factor is provided below to
assist in preparation of the Statement of Findings.
5.1 Endangered Species and Section 7 Consultation
A letter from USFWS, dated 14 April 2005, concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
5.2 Cultural Resources
The applicant has not yet reviewed the most recent published version of the
National Register of Historic Places for the presence or absence of registered
properties, as being eligible for inclusion therein; however, due to the lack of any
structures remaining on this site, it is highly unlikely that this site is included as a
registered property as being eligible for inclusion in the National Register. No
site-specific cultural resource surveys have been performed, nor do they appear
justified. The property has had considerable soil disturbance in the past
associated with silvacultural activities, and based on its location is not likely to
reveal any significant cultural features.
5.3 Conservation
Implementation of the proposed activity will not adversely affect the conservation
of natural resources present within waters of the US and wetlands located off-
site. As proposed only low quality wetlands will be impacted.
5.4 Economics
Implementation of the proposed activity will result in an increase in $3,250,000 in
additional sales tax revenues for use by the County and State for funding public
services and activities. Without the development, there would be no net increase
in tax revenues for this property.
5.5 Aesthetics
Implementation of the proposed activity will not visually impact the aesthetic
values afforded to the adjacent landowners, or public at large. All landscape and
site plan requirements of the City and county will be met. The remaining wetland
located along Catawba Road will serve in part as a visual buffer for the
landowners located on the opposite side of Catawba Road.
5.6 General Environmental Concerns
The site will be constructed in accordance with all local, state, and federal
permits, codes and regulations regarding limiting or protecting on-site or adjacent
water resources and water quality.
5.7 Wetlands
As stated above, there will be unavoidable impacts to 2.26 acres of wetlands for
the proposed project. This impact is not considered significant given the low
quality of these wetlands and the ditching that has occurred on-site within and
adjacent to them.
5.8 Fish and Wildlife Values
No long-term impacts to fish and wildlife values are anticipated as a result of the
proposed actions. Temporary impacts to fish and macro-invertebrates that may
occur in the ditches connecting to off-site waters and wetlands are likely as a
result of fill activities on-site; however, adherence to erosion and sediment control
requirements during construction, and with the proposed stormwater
management system, impacts off-site should be minimal.
5.9 Flood Hazards
The final floor elevation of the proposed buildings will conform to county and
FEMA requirements. No flood hazards are anticipated.
5.10 Flood Plain Values
Implementation of the proposed project will not result in any loss in floodplain
values, as the site does not presently provide any flood storage.
5.11 Land Use
Impacts on land-use are minimal in that the county plan shows this area as
zoned for future commercial activity.
5.12 Navigation
Implementation of the proposed activity will not impact navigation, as there are
no waters of the US on-site.
5.13 Shoreline Erosion and Accretion
There are no shorelines on the property, thus there will be no impacts to
shoreline erosion and accretion.
5.14 Recreation
There will be no impact on recreational use of the site, as the project has been
under private ownership for at least the last 50 years. There are no recreational
uses or values associated with the site that could be impacted.
5.15 Water Supply
There is adequate water supply available from City of Havelock for the proposed
project.
5.16 Water Quality
The proposed activity will not result in degradation in water quality in any off-site
receiving waters. The applicant will comply with all stormwater management
requirements as regulated by NC DWQ to insure water quality is not adversely
impacted.
5.17 Energy Needs
The project will be serviced by Progress Energy for electricity needs, which has
more than adequate capacity.
5.18 Safety
Implementation of the proposed activity will not adversely impact public safety.
5.19 Needs and Welfare of the Public
The proposed activity will not jeopardize the needs and welfare of the public.
Without the proposed project improvements public access to the property by
small watercraft would be limited to non-existent. Development of the project will
create over $ 3,250,000 annually in tax revenues, which benefits the public.
6.0 Adjacent Land Owners
22
John C Montgomery
204 Catawba Road
Havelock, NC 28532
23
Nidia Benitez and Jose Villatoro
206 Catawba Road
Havelock, NC 28532
24
Michael & Elizabeth McClees
208 Catawba Road
Havelock, NC 28532
18
Cieszko Family Property, LLC
P.O. Box 690
Havelock, NC 28532
17, 19
Richard G. & Carole B. Rice
26 Cherokee Dr.
Havelock, NC 28532
03
Jerry A. Jackson LLC
P.O. Box 1025
Havelock, NC 28532
01
Wilbur Boone
350 Fisher Town Rd
Havelock, NC 28532
15
Willard H & Cynthia A. Capps
P.O. Box 1611
Havelock, NC 28532
14
Baldree Brothers Investments
103 Catawba Road
Havelock, NC 28532
12
Daniel E. & Ann R. Smith
P.O. Box 44
Salter Path, NC 28575
13,9
Jaybird Properties LLC
110 Riverdale Road
New Bern, NC 28562
10001 002
Craven County Board of Education Loretta J. Brown
3600 Trent Road P.O. Box 311
New Bern, NC 28562 Havelock, NC 28532
12
Havelock Joint Properties LLC
289 Circle Dr
Pikeville, NC 27863
65
US Government Property
141 E. Fisher Ave
New Bern, NC 28560
11 10 21
Sara Brown Brock Louis Edward Tatarski, et al Charles & Barbara Sheffield
134 Howard Blvd 202 Catawba Road 209 Newport, NC 28570 Atlantic Pond Beach, NC 28512 Havelock, NC 28532
Atlantic
20 04, 03, 02 26
Christopher J. & Cindy L. Field Havelock Development Group Jackson Family LLC
135 Manchester Rd P.O. Box 249 P.O. Box 249
Havelock, NC 28532 Havelock, NC 28532 Havelock, NC 28532
40 27
Gene A. Jackson Carrols Corporation
P.O. Box 249 968 James Street
Havelock, NC 28532 Syracuse, NY 13203
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ACCESSIBLE SPACES 17 SPACES PROPOSED W CURB
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TOTAL PARKING 865 SPACES ® PROPOSED PARKING SPACES
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{
" R United States Department of the Interior
S?
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N c FISH AND WILDLIFE SERVICE
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Raleigh Field Office
av Post Office Box 33726
?pc"' ?g Raleigh, North Carolina 27636-3726
April 14, 2005
Annette Taylor
Dial Cordy and Associates, Inc.
201 North Front Street
Wilmington, NC 28401
Dear Ms. Taylor:
Thank you for your March 3, ?005 letter regarding the proposed construction of a WalMart
on the east side of U.S. Highway 70 and north of Catawba Road in Havelock, Craven
County, North Carolina. This letter provides the U.S. Fish and Wildlife Service's (Service)
response pursuant to section 7 of the Endangered Species Act, as amended (16 U.S.C. 153 L.
et seq.) (Act).
Based on the information provided and other information available, it appears that your
project site does not contain any federally-listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act.
We believe that the requirements of section 7(a)(2) of the Act have been satisfied. We
remind you that obligations under section 7 consultation must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered; (2) this action is subsequently modified in a
manner that was not considered in this review; or, (3) a new species is listed or critical
habitat determined that may be affected by the identified action.
;'haruk you for the opportunity to rsvi:. t?
dS project. If you have any questions or comments
regarding our response, please contact Mr. Dale W. Suiter of this office at [phone],
Ext. 18 or [e-mail].
Sincerel
Pe enj amin
Ecological Services Supervisor
;ID
APR 1 d 2.005
BY: S
DIAL CORDY
AND ASSOCIATES INC
Eruironrn(-ntal cc)nsultr.trnts
20060042
December 9, 2005
Mr. Scott Jones
Washington Regulatory Field Office
US Army Corps of Engineers
107 Union Drive, Suite 202
Washington NC 27889
RE: Wal-Mart Store, Craven County, Havelock NC
Dear Mr. Jones:
D -1. ?uJ
111.,
E_ C. 1 6 2065
iNETIAND pIn SiCiitM VA?ER BRANCH
Dial Cordy and Associates tnc is pleased to submit, on behalf of Wal-Mart Stores Inc., a Section
404 application for filling 2.89 acres of jurisdictional wetlands on the subject property. The
enclosed submittal includes the following information to assist you in processing the application.
• Application form
• Drawings
• Supporting information
• Letter from USFWS
We have also enclosed a CD of all the above information in an electronic format and a full size
copy of the construction plans.
As discussed, we plan on meeting with you at 1:00 pm on December 19`h to discuss the
application. Mr. Brian Bradner of Dewberry and Davis and I will be attending the meeting. In the
meantime, should you identify any additional information that you may require for publishing the
public notice, please do not hesitate to contact me directly.
Weer ly,
r
R. Steve Dial
cc. Brian Bradner
ov
193 ?
0 5 J0*
DE??pgSotO??,??+CH
V
FIRST UNION BUILDING, SUITE 601 • 201 NORTH FRONT STREET • WILMINGTON, NORTH CAROLINA 23401
910-251-9790 • FAx [phone] • E-hWL infoCM-Acorduom
OFFICES JACKSONVILLE, FLORIDA • CHARLESTON, SOUTH CAROLINA

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) Expires December 31, 2004
-he Public burden for this collection of information Is sestimated to average 10 hours per response, although the majority of applications should require
i hours or less. This includes the time far reviewing instructions, searching existing data sources, gathering and maintaining the data needed. and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-00031, Washington, OC 20503. Respondents should be aware that notwithstanding any other provision of law, I_
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT l
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and In
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a I
permit. Routine User. This information may be shared with the Department of Justice and other federal, stela, and local government agencies,
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this III
application (sea sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed II
activity. An appfication that is not compiatgd in full will be returned. ii
/rrFxeC 1 THOr r A rn DC Gl/ / Cn OV TUa /--aO
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED
5. APPLICANT'S NAME
Wal-Mart Stores, Inc
4. DATE APPLICATION COMPLETED
8. AUTHORIZED AGENT'S NAME AND TITLE en eaenr smrreawrea?
Dial Cordy and Associates Inc
5. APPLICANT'S ADDRESS
2001 S.E. 10th St.
Bentonville, Arkansas 72716-0550
9. AGENT'S ADDRESS
201 North Front St., Suite 601
Wilmington, NC 28401

3. Residence
b. Business 479-273-4000
a. Residence
b. Business 910-251-9790
1 STATEMENT OF AUTHORIZATION
I hereby authorize,-, to act in my behalf as my agent in the processing of this application and to
vmish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE
DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE lsseuavucflore.
Wal-Mart Store # 3825-00
Wal-Mart Stores Inc. Havelock, NC
13. NAME OF WATERBOOY, IF KNOWN wepput w j I 14. PROJECT STREET ADDRESS w*AalnelN
Un-named tributary to Sandy Run, Neuse
River Basin
1S. LOCATION OF PROJECT
Craven NC
COUNTY STATE
18. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (sw(mawrww
City of Havelock
17. DIRECTIONS TO THE SITE
Proceed North on US Hwy 70 through most of Havelock. Site is located an east side of US Hwy
70 and North of Catawba Road.
ENG FORM 4345. Jui 97 EDITION OF FEB 94 IS OBSOLETE, (Proponent: CECW-OR) i, I
18. Nature of Activity Wewdpao.. of prropor, a,dua,.n fsen.reu
Construction of a Wal-Mart Store (184,305 gross SF), parking (871 spaces), loading area,
stormwater pond, and access road.
19. Project Purpose t0relee Ms reraon or p.,p=e of rrti poymr, xw irwructr j
See supplimental information
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Fill in wetlands area needed to facilitate construction of the building, parking, stormwater
pond, and access road to site.
21. Type(s) Of Materiai Being Discharoed and the Amount of Each Tvoe in Cubic Yards
Clean Fill 6,500 cy
22. Surface Area in Acres of Wetlands or Other Waters Filled iswrrwrUrLO.uri
2.26 AC of jurisdictional wetlands and ditches.
23. Is Any Portion of the Work Already Complete? Yes = No x IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attached list
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TV0= AGOenVw..
.y,
- -- - -- - I- Uri i e .vrrMUvt:U DATE DENIED
ACOE Wetland plat 200511131 6-13-2005
lould include but is not restrinted to ..,..i....
28, Application
duly
permit or permits to authorize the work described in this application. I certify that the information in this
M
_a -- I further certify that I possess the authority to undertake the work described herein or am acting as the
OF APPLICANT DATE
SIGNATURE OF AGENT
DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C, Section 1001 provides that; Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies,. conceals, or covers up any trick, scheme, or disguises a material fact or makes any fake, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than S 10,000 or Imprisoned not more then five years or both.
-- - ---

Wal-Mart Store, Havelock NC
Corps of Engineers Section 404 Permit Application
Supporting Information
1.0 Description of Project and All Features (Block 18)
Dial Cordy and Associates Inc., serving as the agent for the applicant Wal-Mart
Stores Inc., hereby submits an application for an individual Section 404 permit to
cover work proposed on a 25.89 acre parcel located west of US Highway 70 and
north of Catawba Road in Craven County, North Carolina (Sheet 1). The scope of
the project includes construction of a commercial Wal-Mart Supercenter store
with associated parking, loading docks, road access, and stormwater retention
pond (Sheet 2). Activities requiring a Section 404 permit include fill of 2.26 acres
of wetlands for the access road crossing from Catawba Road, parking along the
south side of the store, the rear loading docks and truck access, and a small area
of the building.
Jurisdictional wetlands were delineated in 2000, and revalidated by the Corps of
Engineers on June 13, 2005 (Action Id. 200511131). The site is adjacent to a
unnamed tributary to Sandy Run in the Neuse River basin.
2.0 Overall Project Purpose (Block 19)
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery and retail center totaling 184,305
square feet (Sheet 2). A site of sufficient size and buildable square footage was
required to overcome the substantial costs of acquiring land, as well as
designing, permitting, and constructing the infrastructure necessary to support
the proposed project.
3.0 Description of Existing Conditions
3.1 Physical Setting
Topography
The site is relatively level with an elevation of approximately 25 feet above sea
level. The slope is generally to the northeast.
Geology
The North Carolina Geological Survey indicates the subject property to be
located within the Quaternary (Qp) Coastal Plain. It consists of undivided surficial
deposits. Quaternary deposits are not shown at altitudes greater than
approximately 25 feet above mean sea level and consist of sand, clay, gravel and
peat deposited in marine, fluvial, eolian, and lacustrine environments.
Soils
The following soil type, as reported in the EDR Report with GeoCheck®
(reference Appendix B) is the primary soil type found on the subject property:
Soil Component Name: ROANOKE
Soil Surface Texture: fine sandy loam
Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey,
have a high water table, or are shallow to an
impervious layer.
Soil Drainage Class: Poorly. Soils have a saturated zone, a layer of low
hydraulic conductivity, or seepage. Depth to water
table is less than a foot.
Hydric Status: Soil meets the requirements for a hydric soil.
Depth to Bedrock: >60 inches
3.2 Jurisdictional Wetlands
The property has been heavily impacted by artificial drainage and other intensive
timber management activities. The property is drained by an extensive network of
ditches, and some of the low-lying areas have been bedded to facilitate the
growth of loblolly pine (Pinus taeda). Upland areas at the site are occupied
primarily by dense loblolly pine stands in various stages of regeneration. The site
also includes smaller areas of scrub-shrub habitats that are dominated by
hardwood saplings. A Coastal Plain small stream swamp community occupies
the eastern margin of the property. The small stream swamp represents the only
natural community on the property as defined by the NCNHP. Although the small
stream swamp community has been impacted by artificial drainage, stormwater
runoff, and timber harvest; the vegetative composition of this community remains
largely intact.
Pine stands on the property are characterized by a dense overstory of loblolly
pine, with a dense subcanopy of mesic hardwoods and a sparse shrub stratum.
As a result of shading, the herbaceous stratum is very sparse to absent. The
hardwood subcanopy is dominated by sweet-gum (Liquidambar styraciflua), red
maple (Acer rubrum), and water oak (Quercus nigra). White oak (Quercus alba)
and southern red oak (Quercus falcata) are also present to a lesser extent on
dryer portions of the site. Species comprising the shrub stratum are typical of
mesic to wet pine flatwoods communities. Typical shrubs include horsesugar
(Symplocus tinctoria), inkberry (Ilex glabra), coastal sweet-pepperbush (Clethra
alnifolia), highbush blueberry (Vaccinium formosum), titi (Cyrilla recemiflora),
cane (Arundinaria gigantea), wax myrtle (Myrica cerifera), sweetbay (Magnolia
virginiana), and swamp red bay (Persea palustris). The very sparse to absent
herbaceous stratum includes bracken fern (Pteridium aquilinum), slender spike
grass (Chasmanthium laxum), partridgeberry (Mitchella repens), heartleaf
(Hexastylis sp.), and woody vines such as yellow jessamine (Gelsemium
sempervirens) and Japanese honeysuckle (Lonicera japonica).
The small stream swamp community is characterized by an overstory of swamp
tupelo (Nyssa biflora), red maple, sweet-gum, water oak, swamp laurel oak
(Quercus laurifolia), and yellow poplar (Liriodendron tulipifera). Shrubs include
titi, sweetbay, Virginia willow (Itea virginica), fetterbush (Lyonia lucida), swamp
red bay, wax myrtle, and Chinese privet (Ligustrum sinense). Blaspheme-vine
(Smilax laurifolia) is also prominent in this community. The herbaceous stratum
includes sedges (Carex spp.), netted chainfern (Woodwardia areolata), leathery
rush (Juncus coriaceus), lizard's-tail (Saururus cernuus), cinnamon fern
(Osmunda cinnamomea), false nettle (Boehmeria cylindrica), grape fern
(Botrychium sp.), partridge berry, and Japanese honeysuckle. This community
does not have a well-defined stream channel and hydrology appears to be driven
primarily by seepage. This community has been impacted by artificial drainage
(ditching) and by erosion and sedimentation associated with adjacent
urbanization and increases in stormwater runoff.
Some of the low-lying, transitional areas between upland pine stands and the
small stream swamp community are occupied by very dense scrub-shrub
hardwood stands. These communities occur on disturbed areas that are
apparently too wet to support loblolly pine establishment. Typical hardwoods
include sweet-gum, red maple, water oak, and yellow poplar. These areas have
a sparse shrub stratum with a species composition that is similar to that of the
small stream swamp community. The herbaceous stratum is characteristically
absent in these areas.
3.3 Threatened and Endangered Species (Section 7)
Dial Cordy and Associates Inc. completed an assessment of the Havelock Wal-
Mart site in Craven County, North Carolina. The findings of the assessment were
forwarded to the USFWS on March 3 2005 (see attached), and were based on a
site visit conducted on February 9 2005, and a review of the North Carolina
Natural Heritage Program (NCNHP) database conducted on 23rd February 2005.
The study area has been heavily impacted by artificial drainage, bedding,
establishment of dense pine plantations, adjacent urbanization, and erosion and
sedimentation. Due to the history of disturbance at the site, the study area does
not contain any high quality ecological communities. The NCNHP has no records
of any protected species within the study area, and no protected species were
observed during the site visit. Due to the lack of quality habitat, and the disturbed
nature of the site, the presence of protected species within the study area is
considered unlikely.
A letter from USFWS, dated 14 April 2005,concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
4.0 Compliance with Section 404 (b)(1) Guidelines
4.1 Alternatives
4.1.1 Overview
A detailed analysis of the Section 404(b)(1) Guidelines requirements for
consideration of alternatives, as required by 40 CFR 230.10(a), is set forth below.
Actions taken to minimize wetland impacts are presented in Section 4.4 of this
document.
The Section 404(b)(1) Guidelines' alternatives requirements provide that "no
discharge of dredged or fill material shall be permitted if there is a practicable
alternative to the proposed discharge which would have less adverse impact on
the aquatic ecosystem, so long as the alternative does not have other significant
adverse environmental consequences." [See 40 CFR 230.10(a) (emphasis added)]
The record must contain "sufficient information to demonstrate that the proposed
discharge complies with the requirements of Section 230.10(a) of the Guidelines.
The amount of information needed to make such a determination and the level of
scrutiny required by the Guidelines is commensurate with the severity of the
environmental impact (as determined by the functions of the aquatic resource and
the nature of the proposed activity) and the scope/cost of the project." [See
ACOE/EPA Memorandum to the Field "Appropriate Level of Analysis Required for
Evaluating Compliance with Section 404(b)(1) Guidelines Alternatives
Requirements," p. 2, dated August 23, 1994, hereinafter the "Memorandum."] As
noted in the Memorandum at pages 3-4, the 404(b)(1) Guidelines "only prohibits
discharges when a practicable alternative exists which would have less adverse
impact on the aquatic ecosystem." [See Memorandum] "If an alleged alternative
is unreasonably expensive to the applicant, the alternative is not 'practicable'."
[See Guidelines Preamble, "Economic Factors," 45 Federal Register 85343
(December 24, 1980).]
Practicable alternatives for the Havelock Wal-Mart are those alternatives that are
"available and capable of being done after taking into consideration costs, existing
technology, and logistics in light of overall project purposes." [See 40 CFR
230.10(a)(2)] Clarification is provided in the Preamble to the Guidelines on how
cost is to be considered in the determination of practicability: Our intent is to
consider those alternatives which are reasonable in terms of the overall scope/cost
of the proposed project. The term economic [for which the term "costs' was
substituted in the final rule] might be construed to include consideration of the
applicant's financial standing, or investment, or market share, a cumbersome
inquiry which is not necessarily material to the objectives of the Guidelines.
[See Guidelines Preamble, "Alternatives," 45 Federal Register 85339
(December 24, 1980) (emphasis added)]
4.2 Project Purpose and Need
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery store, and retail center, totaling
184,305 square feet) (Sheet 2). This project has been planned as part of a
concerted working effort with local, and county agencies to generate commercial
growth along the US 70 corridor on the north side of the City of Havelock. A site
of sufficient size and buildable square footage was required to overcome the
substantial costs of acquiring land, as well as designing, permitting, and
constructing the infrastructure necessary to support the proposed project.
Justifying significant investment in development of the proposed commercial
shopping center required in-depth knowledge of the market and identification and
analysis of the need for the project. There are five standard considerations
inherent in choosing a practicable site for a commercial store as envisioned for
this project, and in evaluating the market-based need for the project. These
considerations are summarized below.
1) Location - Property must be within reasonable driving distance for a
majority of its potential users and be easily accessible off a major highway.
2) Zoning - Property must be zoned for commercial use.
3) Constraints - Property must not have significant environmental constraints
that would prohibit acquisition of permits and approvals for its use.
4) Cost - Property cost must be commensurate with the potential revenue
that can be derived from the property.
5) Marketability - Property must be in an area where there is high demand or
market for its use.
4.3 Avoidance - Alternative Site Analysis
4.3.1 Project Site
The project site consists of 25.89 acres of uplands. The property is zoned
appropriately for the proposed use and can accommodate the commercial activity
proposed. All utilities are accessible to the site, and traffic congestion will be
manageable with the access of Catawba Rd and signaled interchange at
Catawba Rd and US 70. Wetlands that will be impacted are highly disturbed from
past silvacultural activities and ditching.
In addition to construction revenue and employment opportunities for 350 new
jobs, the proposed Wal-Mart center, when completed, will also generate
significant real estate ad valorem taxes and sales taxes. The proposed project
should generate $100,000 in property taxes per year. The County/State will
receive $3,250,000 in revenues from sales tax on general merchandise and
groceries per year. The increase in sales tax will allow the County to serve the
needs of the residents without additional taxation of homeowners.
4.3.2 Market Based Criteria
The principal market area for siting the proposed facility is the US 70 corridor of
Havelock. This is the major area targeted for growth in the market area where
some property exists, where millions of dollars have been expended in
infrastructure development (roads, utilities), and where zoning allows for
practicable development. In addition, to support a review of the market area for
undeveloped land of sufficient size to provide an economically viable commercial
development, the criteria listed in Table 1 were considered important in selecting
and evaluating alternative sites.
Table 1 Market-Based Criteria for Alternative Site Analysis
A. Traffic Volume
1. Type of Traffic (through, destination, home from work)
2. Infrastructure for Traffic (number of lanes, curb/median cuts, signals,
accel/decel lane)
B. Proximity to Target Market
1. Close to Higher Income Housing
2. Close to Hospital/Medical Facilities
3. Close to Schools
4. Central to Extended Trade Area
C. Consistent with Existing Shopping Habits
D. Consistent with Local Government Land Use Plan
E. Availability of Adequate Utilities
F. Suitable Size/Configuration
G. Economic Feasibility
1. Cost of Land and Availability
2. Cost of Improvements
3. Cost of Permitting and Off-Site Work
H. Environmental and Cultural Constraints
1. Hazardous and Toxic Substances
2. Archeological/Historic Sites
3. Threatened/Endangered Species
4. High Quality Wetlands
5. Low Quality Wetlands
4.3 Alternative Site Evaluation
A review and analysis of the market area by Wal-Mart during their site selection
process showed that there were few alternative sites to consider which met the
market-based criteria or the project purpose. According to the applicants
analysis, there were only two sites within the market area that could be
developed as a commercial/ retail center of suitable size to meet the project
purpose.
Using the criteria in Table 1, one alternative site was considered "economically
viable;" however, based on the assessment of the site completed by Wal-Mart,
construction on this site would be more costly and impact at least 4 acres of
wetlands, result in considerable traffic problems, and require construction of a
retaining wall along the adjacent stream. The alternative site evaluated is
described below:
Alternative Site : Tourist Center Drive Property (24 acres)
This property is located on Tourist Center Drive adjacent to the Visitor's Center
for Havelock and the Hampton Inn. Based on preliminary site analysis, the site
contains 4 ac of wetlands and is adjacent to Wolf Pit Branch. Placement of the
Wal-Mart 176 supercenter on the site would necessitate filling of all the wetlands,
due to the sites size and orientation, and would require filling or a retaining wall
within riparian wetlands of the adjacent creek. Traffic safety was also a
considerable concern, as only two access points off Tourist Drive could be
planned, which most likely would result in causing future traffic problems.
In addition, in the event there were other available alternative sites, the
development of such a site would necessarily require significant expenditure of
private resources to acquire the site, obtain local and regional plan approval,
replan and design the improvements, and obtain the necessary state and federal
permits, as there are few areas of suitable size that do not have wetlands, and
are located on a major highway in the City of Havelock.
The site subject to this application consists of 25.89 acres under single
ownership with an acceptable land use designation, and is ideally located
adjacent to US Hwy 70, with all the required utilities in close proximity. The site is
of sufficient size to accommodate the market demand of providing 184,305
square feet of retail space, to accommodate minimum parking and stormwater
retention requirements; and to overcome the substantial public and private cost
of building new infrastructure.
The project site is located on US Highway 70, which is the primary access route
through Havelock for locals and tourists on their way to the coast. The County and
State will realize an additional increase in sales tax revenues of approximately
$3,250,000 per year. This site provided multiple access points with two signals,
and access from two highways.
After verifying other possible alternative sites, it was found that all commercially
advantageous areas were already developed, not for sale, did not have the proper
zoning for the density desired, had more wetlands on them, or were not situated on
a major highway. The wetlands on the proposed site are considered of low to
moderate in value and have been either ditched in the past or cutover as part of
past silvacultural use of the site.
Therefore, there is no alternative site that is available and capable of being
acquired and developed after taking into consideration the costs, existing
technology, and logistics in light of the overall project purpose.
4.4 Minimization of Impacts
The applicant and design professionals have worked diligently to minimize
unavoidable wetland impacts to the maximum extent practicable while still
meeting the project purpose. Measures evaluated to reduce impacts included
removal of proposed outparcels near the Catawba Road entrance, and relocating
the stormwater pond, which was first sited all in wetlands.
4.5 Compensation
Mitigation options for the 2.26 acres of wetland impacts have been evaluated
based on the assessment of the quality of wetlands proposed to be impacted,
and based on the assumption that there are no reasonable on-site or off-site
mitigation sites in close proximity to the project site. Since a majority of the
wetlands to be impacted are considered highly disturbed and generally of low
quality, the applicant believes a ratio of 1:1 for mitigation is applicable for this
project. Due to the lack of local mitigation options available to the applicant in this
watershed, the applicant is requesting to purchase 2.26 (2.26 ac of impact x 1:1
ratio) non-riparian credits from the State of North Carolina EEP program. Based
on the published rates for non-riparian wetland credits, the applicant would
submit a check to the State in the amount of $29,657.98.
5.0 Public Interest Review Factors
The following review factors are used by the Corps of Engineers in evaluating
impacts of the proposed action. A response to each factor is provided below to
assist in preparation of the Statement of Findings.
5.1 Endangered Species and Section 7 Consultation
A letter from USFWS, dated 14 April 2005, concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
5.2 Cultural Resources
The applicant has not yet reviewed the most recent published version of the
National Register of Historic Places for the presence or absence of registered
properties, as being eligible for inclusion therein; however, due to the lack of any
structures remaining on this site, it is highly unlikely that this site is included as a
registered property as being eligible for inclusion in the National Register. No
site-specific cultural resource surveys have been performed, nor do they appear
justified. The property has had considerable soil disturbance in the past
associated with silvacultural activities, and based on its location is not likely to
reveal any significant cultural features.
5.3 Conservation
Implementation of the proposed activity will not adversely affect the conservation
of natural resources present within waters of the US and wetlands located off-
site. As proposed only low quality wetlands will be impacted.
5.4 Economics
Implementation of the proposed activity will result in an increase in $3,250,000 in
additional sales tax revenues for use by the County and State for funding public
services and activities. Without the development, there would be no net increase
in tax revenues for this property.
5.5 Aesthetics
Implementation of the proposed activity will not visually impact the aesthetic
values afforded to the adjacent landowners, or public at large. All landscape and
site plan requirements of the City and county will be met. The remaining wetland
located along Catawba Road will serve in part as a visual buffer for the
landowners located on the opposite side of Catawba Road.
5.6 General Environmental Concerns
The site will be constructed in accordance with all local, state, and federal
permits, codes and regulations regarding limiting or protecting on-site or adjacent
water resources and water quality.
5.7 Wetlands
As stated above, there will be unavoidable impacts to 2.26 acres of wetlands for
the proposed project. This impact is not considered significant given the low
quality of these wetlands and the ditching that has occurred on-site within and
adjacent to them.
5.8 Fish and Wildlife Values
No long-term impacts to fish and wildlife values are anticipated as a result of the
proposed actions. Temporary impacts to fish and macro-invertebrates that may
occur in the ditches connecting to off-site waters and wetlands are likely as a
result of fill activities on-site; however, adherence to erosion and sediment control
requirements during construction, and with the proposed stormwater
management system, impacts off-site should be minimal.
5.9 Flood Hazards
The final floor elevation of the proposed buildings will conform to county and
FEMA requirements. No flood hazards are anticipated.
5.10 Flood Plain Values
Implementation of the proposed project will not result in any loss in floodplain
values, as the site does not presently provide any flood storage.
5.11 Land Use
Impacts on land-use are minimal in that the county plan shows this area as
zoned for future commercial activity.
5.12 Navigation
Implementation of the proposed activity will not impact navigation, as there are
no waters of the US on-site.
5.13 Shoreline Erosion and Accretion
There are no shorelines on the property, thus there will be no impacts to
shoreline erosion and accretion.
5.14 Recreation
There will be no impact on recreational use of the site, as the project has been
under private ownership for at least the last 50 years. There are no recreational
uses or values associated with the site that could be impacted.
5.15 Water Supply
There is adequate water supply available from City of Havelock for the proposed
project.
5.16 Water Quality
The proposed activity will not result in degradation in water quality in any off-site
receiving waters. The applicant will comply with all stormwater management
requirements as regulated by NC DWQ to insure water quality is not adversely
impacted.
5.17 Energy Needs
The project will be serviced by Progress Energy for electricity needs, which has
more than adequate capacity.
5.18 Safety
Implementation of the proposed activity will not adversely impact public safety.
5.19 Needs and Welfare of the Public
The proposed activity will not jeopardize the needs and welfare of the public.
Without the proposed project improvements public access to the property by
small watercraft would be limited to non-existent. Development of the project will
create over $ 3,250,000 annually in tax revenues, which benefits the public.
6.0 Adjacent Land Owners
22
John C Montgomery
204 Catawba Road
Havelock, NC 28532
23
Nidia Benitez and Jose Villatoro
206 Catawba Road
Havelock, NC 28532
24
Michael & Elizabeth McClees
208 Catawba Road
Havelock, NC 28532
18
Cieszko Family Property, LLC
P.O. Box 690
Havelock, NC 28532
17, 19
Richard G. & Carole B. Rice
26 Cherokee Dr.
Havelock, NC 28532
03
Jerry A. Jackson LLC
P.O. Box 1025
Havelock, NC 28532
01
Wilbur Boone
350 Fisher Town Rd
Havelock, NC 28532
15
Willard H & Cynthia A. Capps
P.O. Box 1611
Havelock, NC 28532
14
Baldree Brothers Investments
103 Catawba Road
Havelock, NC 28532
12
Daniel E. & Ann R. Smith
P.O. Box 44
Salter Path, NC 28575
13,9
Jaybird Properties LLC
110 Riverdale Road
New Bern, NC 28562
10001 002
Craven County Board of Education Loretta J. Brown
3600 Trent Road P.O. Box 311
New Bern, NC 28562 Havelock, NC 28532
12
Havelock Joint Properties LLC
289 Circle Dr
Pikeville, NC 27863
65
US Government Property
141 E. Fisher Ave
New Bern, NC 28560
11 10 21
Sara Brown Brock Louis Edward Tatarski, et al Charles & Barbara Sheffield
134 Howard Blvd 202 Catawba Road
Newport, NC 28570 209 Pond Atlantic Beach, NC 28512 Havelock, NC 28532
20 04, 03, 02 26
Christopher J. & Cindy L. Field Havelock Development Group Jackson Family LLC
135 Manchester Rd P.O. Box 249 P.O. Box 249
Havelock, NC 28532 Havelock, NC 28532 Havelock, NC 28532
40 27
Gene A. Jackson Carrols Corporation
P.O. Box 249 968 James Street
Havelock, NC 28532 Syracuse, NY 13203
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STANDARD SPACES 832 SPACES
9 ACCESSIBLE SPACES 17 SPACES PROPOSED 10" CURB
CART CORRALS 16 SPACES AND GUTTER
i TOTAL PARKING 865 SPACES ® PROPOSED PARKING SPACES
RATIO 4.70/1,000 S.F.
NOTES CE CART CORRAL
1. ALL CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE OF BUILDING
HEAVY DUTY
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CODE REWIRED PARKING SPACES (1 SP/200 SF.)
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REQUIREMENTS. HEAVY DUTY
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TYPICAL DIMENSIONS: WIDTH: 9.5'
DEPTH: 18'
ONE WAY AISLES: 29' ? STANDARD DUTY
TWO WAY AISLES: 24 24' N4 aa' PAVEMENT

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United States Department of the Interior
c y?
A
c FISH AND WILDLIFE SERVICE
Raleigh Field Office
y a9 Post Office Box 33736
?"QM7 'e Raleigh, North Carolina 27636-37-16
April 14, 2005
Annette Taylor
Dial Cordy and Associates, Inc.
201 North Front Street
Wilmington, NC 28401
Dear Ms. Taylor:
Thank you for your March 3, 2005 letter regarding the proposed construction of a WalMart
on the east side of U.S. Highway 70 and north of Catawba Road in Havelock, Craven
County, North Carolina. This letter provides the U.S. Fish and Wildlife Service's (Service)
response pursuant to section 7 of the Endangered Species Act, as amended (16 U.S.C. 1531.
et seq.) (Act).
Based on the information provided and other information available, it appears that your
project site does not contain any federally listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act.
We believe that the requirements of section 7(a)(2) of the Act have been satisfied. We
remind you that obligations under section 7 consultation must be reconsidered if. (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered, (2) this action is subsequently modified in a
manner that was not considered in this review; or, (3) a new species is listed or critical
habitat determined that may be affected by the identified action.
;'hank you for the opportunity to revia v dais project. If you have any questions or comments
regarding our response, please contact Mr. Dale W. Suiter of this office at [phone],
Ext. 18 or [e-mail].
Sincerel
Pe Aenjamin
Ecological Services Supervisor
x=1.(1 ^'??1?
APR 1 t2005
B?: S
DIAL CORDY
AND ASSOCIATES INC
Erluirr.nrn(?ntul Consultcints - ---
December 9, 2005 2 Q O 6 0 0 4 2
Mr. Scott Jones
Washington Regulatory Field Office
US Army Corps of Engineers
107 Union Drive, Suite 202
Washington NC 27889
1 Ti r` 1 ' e
DEC 1 6 N05
DE NR - WATE: rt r?UA0 T V
WETLANDS AND STOR(AWATE R BRANC'
RE: Wal-Mart Store, Craven County, Havelock NC
Dear Mr. Jones:
Dial Cordy and Associates tnc is pleased to submit, on behalf of Wal-Mart Stores Inc., a Section
404 application for filling 2.89 acres of jurisdictional wetlands on the subject property. The
enclosed submittal includes the following information to assist you in processing the application.
• Application form
• Drawings
• Supporting information
• Letter from USFWS
We have also enclosed a CD of all the above information in an electronic format and a full size
copy of the construction plans.
As discussed, we plan on meeting with you at 1:00 pm on December 19`h to discuss the
application. Mr. Brian Bradner of Dewberry and Davis and I will be attending the meeting. In the
meantime, should you identify any additional information that you may require for publishing the
public notice, please do not hesitate to contact me directly.
neerply,
R. Steve Dial
cc. Brian Bradner
JAN 5 2p06
WD A?TIEA?9R?
FIRST UNION BUILDING, SUITE 601 •201 NoRTH FRONT S rREEI' • WILMINGTON, NORTH CAROUNA 23401
910-251-9790 • FAX [phone] • E-MAIL infoC?dij1cordecom
OFFICES JACKSONv1LLE, FLORIDA • CHARLESTON, SOUTH CAROLINA
- !'rte
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710.0003
(33 CFR 3251 Expires December 31, 2004
-he Public burden for this collection of information Is sestimated to average 10 hours per response, although the majority of applications should require
i hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suits 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please 00 NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit- Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructionsl and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in tug will be returned.
/1TFJMS 1 THRU d TO RA 9111 FA RV 711F rr)mPSt
1. APPLICATION NO.
2. FIELD OFFICE CODE 13. DATE RECEIVED 14. DATE APPLICATION COMPLETED
5. APPLICANT'S NAME
Wal-Mart Stores, Inc
8. AUTHORIZED AGENT'S NAME AND TITLE rsnscamanorrecurmi
Dial Cordy and Associates Inc
6. APPLICANT'S ADDRESS
2001 S.E. 10th St.
Bentonville, Arkansas 72716-0550
9. AGENT'S ADDRESS
201 North Front St., Suite 601
Wilmington, NC 28401

A
3. Residence a. Residence
b. Business 479-273-4000 b. Business 910-251-9790
1 ' STATEMENT OF AUTHORIZATION
I hereby authorize,-
to act in my behalf as my agent in the processing of this apolication and to
furnish, upon raauest, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (sewown c ..
Wal-Mart Store # 3825-00
Wal-Mart Stores Inc. Havelock, NC
13. NAME OF WATERBODY, IF KNOWN of rppka&w I 14. PROJECT STREET ADDRESS ausopk.6A j
Un-named tributary to Sandy Run, Neuse
1S. LOCATION OF PROJECT
Craven NC
COUNTY STATE I
18. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rass/rwmxrt&w
City of Havelock
17. DIRECTIONS TO THE SITE
Proceed North on US Hwy 70 through most of Havelock. Site is located on east side of US Hwy
70 and North of Catawba Road.
ENG FORM 434b. Jul 97 EDITION OF FEB, 94 IS OBSOLETE, (13moonent: C CW-0R)

18. Nature of Activity (omafpvan or p otior, rnahrrN av ranrrsr
Construction of a Wal-Mart Store (184,305 gross SF), parking (871 spaces), loading area,
stormwater pond, and access road.
19. Project Purpose roewnbe the ra„on or prpose at rft pralmr, a irwrw(w0i
See supplimental information
USE BLOCKS 20-22 IF DREDGED ANDlOR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Fill in wetlands area needed to facilitate construction of the building, parking, stormwater
pond, and access road to site.
21. Type(s) of Material Being Discharged and the Amount of Each Tvos in Cubic Yards
Clean Fill 6,500 cy
22. Surface Area in Acres of Wetlands or Other Waters Filled (aw;rurnr.)
2.26 AC of jurisdictional wetlands and ditches.
23. Is Any Portion of the Work Already Complete? Yes = No X IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attached list
25. Ust of Other Certifications or ApprovaWDenials Received from other Federal, State or Local Agencies for Work Described in This Application.
A[:r1drV Tvnr
•V
- - ---- --•• • •. •. .., ..,. .a.mocn uh i c gar-rutu UA FE APPROVED DATE DENIED
ACOE Wetland plat 200511131 6-13-2005
could include but is not restricted to 2aninn hu ,41nn end fl-A -a-:-
28. Application
duly
a permit or permits to authorize the work described in this application. I certify that the information in this
ura e. I further certify that I possess the authority to undertake the work described herein or am acting as the
,c
OF APPLICANT DATE
DATE
SIGNATURE OF AGENT
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorised agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that; Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies,. conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than S 10,000 or Imprisoned not more than five years or both.

Wal-Mart Store, Havelock NC
Corps of Engineers Section 404 Permit Application
Supporting Information
1.0 Description of Project and All Features (Block 18)
Dial Cordy and Associates Inc., serving as the agent for the applicant Wal-Mart
Stores Inc., hereby submits an application for an individual Section 404 permit to
cover work proposed on a 25.89 acre parcel located west of US Highway 70 and
north of Catawba Road in Craven County, North Carolina (Sheet 1). The scope of
the project includes construction of a commercial Wal-Mart Supercenter store
with associated parking, loading docks, road access, and stormwater retention
pond (Sheet 2). Activities requiring a Section 404 permit include fill of 2.26 acres
of wetlands for the access road crossing from Catawba Road, parking along the
south side of the store, the rear loading docks and truck access, and a small area
of the building.
Jurisdictional wetlands were delineated in 2000, and revalidated by the Corps of
Engineers on June 13, 2005 (Action Id. 200511131). The site is adjacent to a
unnamed tributary to Sandy Run in the Neuse River basin.
2.0 Overall Project Purpose (Block 19)
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery and retail center totaling 184,305
square feet (Sheet 2). A site of sufficient size and buildable square footage was
required to overcome the substantial costs of acquiring land, as well as
designing, permitting, and constructing the infrastructure necessary to support
the proposed project.
3.0 Description of Existing Conditions
3.1 Physical Setting
Topography
The site is relatively level with an elevation of approximately 25 feet above sea
level. The slope is generally to the northeast.
Geology
The North Carolina Geological Survey indicates the subject property to be
located within the Quaternary (Qp) Coastal Plain. It consists of undivided surficial
deposits. Quaternary deposits are not shown at altitudes greater than
approximately 25 feet above mean sea level and consist of sand, clay, gravel and
peat deposited in marine, fluvial, eolian, and lacustrine environments.
Soils
The following soil type, as reported in the EDR Report with GeoCheck®
(reference Appendix B) is the primary soil type found on the subject property:
Soil Component Name: ROANOKE
Soil Surface Texture: fine sandy loam
Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey,
have a high water table, or are shallow to an
impervious layer.
Soil Drainage Class: Poorly. Soils have a saturated zone, a layer of low
hydraulic conductivity, or seepage. Depth to water
table is less than a foot.
Hydric Status: Soil meets the requirements for a hydric soil.
Depth to Bedrock: >60 inches
3.2 Jurisdictional Wetlands
The property has been heavily impacted by artificial drainage and other intensive
timber management activities. The property is drained by an extensive network of
ditches, and some of the low-lying areas have been bedded to facilitate the
growth of loblolly pine (Pinus taeda). Upland areas at the site are occupied
primarily by dense loblolly pine stands in various stages of regeneration. The site
also includes smaller areas of scrub-shrub habitats that are dominated by
hardwood saplings. A Coastal Plain small stream swamp community occupies
the eastern margin of the property. The small stream swamp represents the only
natural community on the property as defined by the NCNHP. Although the small
stream swamp community has been impacted by artificial drainage, stormwater
runoff, and timber harvest; the vegetative composition of this community remains
largely intact.
Pine stands on the property are characterized by a dense overstory of loblolly
pine, with a dense subcanopy of mesic hardwoods and a sparse shrub stratum.
As a result of shading, the herbaceous stratum is very sparse to absent. The
hardwood subcanopy is dominated by sweet-gum (Liquidambar styraciflua), red
maple (Acer rubrum), and water oak (Quercus nigra). White oak (Quercus alba)
and southern red oak (Quercus falcata) are also present to a lesser extent on
dryer portions of the site. Species comprising the shrub stratum are typical of
mesic to wet pine flatwoods communities. Typical shrubs include horsesugar
(Symplocus tinctoria), inkberry (Ilex glabra), coastal sweet-pepperbush (Clethra
alnifolia), highbush blueberry (Vaccinium formosum), titi (Cyrilla racemiflora),
cane (Arundinaria gigantea), wax myrtle (Myrica cerifera), sweetbay (Magnolia
virginiana), and swamp red bay (Persea palustris). The very sparse to absent
herbaceous stratum includes bracken fern (Pteridium aquilinum), slender spike
grass (Chasmanthium laxum), partridgeberry (Mitchella repens), heartleaf
(Hexastylis sp.), and woody vines such as yellow jessamine (Gelsemium
sempervirens) and Japanese honeysuckle (Lonicera japonica).
The small stream swamp community is characterized by an overstory of swamp
tupelo (Nyssa biflora), red maple, sweet-gum, water oak, swamp laurel oak
(Quercus laurifolia), and yellow poplar (Liriodendron tulipifera). Shrubs include
titi, sweetbay, Virginia willow (Itea virginica), fetterbush (Lyonia lucida), swamp
red bay, wax myrtle, and Chinese privet (Ligustrum sinense). Blaspheme-vine
(Smilax laurifolia) is also prominent in this community. The herbaceous stratum
includes sedges (Carex spp.), netted chainfern (Woodwardia areolata), leathery
rush (Juncus coriaceus), lizard's-tail (Saururus cernuus), cinnamon fern
(Osmunda cinnamomea), false nettle (Boehmeria cylindrica), grape fern
(Botrychium sp.), partridge berry, and Japanese honeysuckle. This community
does not have a well-defined stream channel and hydrology appears to be driven
primarily by seepage. This community has been impacted by artificial drainage
(ditching) and by erosion and sedimentation associated with adjacent
urbanization and increases in stormwater runoff.
Some of the low-lying, transitional areas between upland pine stands and the
small stream swamp community are occupied by very dense scrub-shrub
hardwood stands. These communities occur on disturbed areas that are
apparently too wet to support loblolly pine establishment. Typical hardwoods
include sweet-gum, red maple, water oak, and yellow poplar. These areas have
a sparse shrub stratum with a species composition that is similar to that of the
small stream swamp community. The herbaceous stratum is characteristically
absent in these areas.
3.3 Threatened and Endangered Species (Section 7)
Dial Cordy and Associates Inc. completed an assessment of the Havelock Wal-
Mart site in Craven County, North Carolina. The findings of the assessment were
forwarded to the USFWS on March 3 2005 (see attached), and were based on a
site visit conducted on February 9 2005, and a review of the North Carolina
Natural Heritage Program (NCNHP) database conducted on 23rd February 2005.
The study area has been heavily impacted by artificial drainage, bedding,
establishment of dense pine plantations, adjacent urbanization, and erosion and
sedimentation. Due to the history of disturbance at the site, the study area does
not contain any high quality ecological communities. The NCNHP has no records
of any protected species within the study area, and no protected species were
observed during the site visit. Due to the lack of quality habitat, and the disturbed
nature of the site, the presence of protected species within the study area is
considered unlikely.
A letter from USFWS, dated 14 April 2005,concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
4.0 Compliance with Section 404 (b)(1) Guidelines
4.1 Alternatives
4.1.1 Overview
A detailed analysis of the Section 404(b)(1) Guidelines requirements for
consideration of alternatives, as required by 40 CFR 230.10(a), is set forth below.
Actions taken to minimize wetland impacts are presented in Section 4.4 of this
document.
The Section 404(b)(1) Guidelines' alternatives requirements provide that "no
discharge of dredged or fill material shall be permitted if there is a practicable
alternative to the proposed discharge which would have less adverse impact on
the aquatic ecosystem, so long as the alternative does not have other significant
adverse environmental consequences." [See 40 CFR 230.10(a) (emphasis added)]
The record must contain "sufficient information to demonstrate that the proposed
discharge complies with the requirements of Section 230.10(a) of the Guidelines.
The amount of information needed to make such a determination and the level of
scrutiny required by the Guidelines is commensurate with the severity of the
environmental impact (as determined by the functions of the aquatic resource and
the nature of the proposed activity) and the scope/cost of the project." [See
ACOE/EPA Memorandum to the Field "Appropriate Level of Analysis Required for
Evaluating Compliance with Section 404(b)(1) Guidelines Alternatives
Requirements," p. 2, dated August 23, 1994, hereinafter the "Memorandum."] As
noted in the Memorandum at pages 3-4, the 404(b)(1) Guidelines "only prohibits
discharges when a practicable alternative exists which would have less adverse
impact on the aquatic ecosystem." [See Memorandum] "If an alleged alternative
is unreasonably expensive to the applicant, the alternative is not 'practicable'."
[See Guidelines Preamble, "Economic Factors," 45 Federal Register 85343
(December 24, 1980).]
Practicable alternatives for the Havelock Wal-Mart are those alternatives that are
"available and capable of being done after taking into consideration costs, existing
technology, and logistics in light of overall project purposes." [See 40 CFR
230.10(a)(2)] Clarification is provided in the Preamble to the Guidelines on how
cost is to be considered in the determination of practicability: Our intent is to
consider those alternatives which are reasonable in terms of the overall scope/cost
of the proposed project. The term economic [for which the term "costs' was
substituted in the final rule] might be construed to include consideration of the
applicant's financial standing, or investment, or market share, a cumbersome
inquiry which is not necessarily material to the objectives of the Guidelines.
[See Guidelines Preamble, "Alternatives," 45 Federal Register 85339
(December 24, 1980) (emphasis added)]
4.2 Project Purpose and Need
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery store, and retail center, totaling
184,305 square feet) (Sheet 2). This project has been planned as part of a
concerted working effort with local, and county agencies to generate commercial
growth along the US 70 corridor on the north side of the City of Havelock. A site
of sufficient size and buildable square footage was required to overcome the
substantial costs of acquiring land, as well as designing, permitting, and
constructing the infrastructure necessary to support the proposed project.
Justifying significant investment in development of the proposed commercial
shopping center required in-depth knowledge of the market and identification and
analysis of the need for the project. There are five standard considerations
inherent in choosing a practicable site for a commercial store as envisioned for
this project, and in evaluating the market-based need for the project. These
considerations are summarized below.
1) Location - Property must be within reasonable driving distance for a
majority of its potential users and be easily accessible off a major highway.
2) Zoning - Property must be zoned for commercial use.
3) Constraints - Property must not have significant environmental constraints
that would prohibit acquisition of permits and approvals for its use.
4) Cost - Property cost must be commensurate with the potential revenue
that can be derived from the property.
5) Marketability - Property must be in an area where there is high demand or
market for its use.
4.3 Avoidance - Alternative Site Analysis
4.3.1 Project Site
The project site consists of 25.89 acres of uplands. The property is zoned
appropriately for the proposed use and can accommodate the commercial activity
proposed. All utilities are accessible to the site, and traffic congestion will be
manageable with the access of Catawba Rd and signaled interchange at
Catawba Rd and US 70. Wetlands that will be impacted are highly disturbed from
past silvacultural activities and ditching.
In addition to construction revenue and employment opportunities for 350 new
jobs, the proposed Wal-Mart center, when completed, will also generate
significant real estate ad valorem taxes and sales taxes. The proposed project
should generate $100,000 in property taxes per year. The County/State will
receive $3,250,000 in revenues from sales tax on general merchandise and
groceries per year. The increase in sales tax will allow the County to serve the
needs of the residents without additional taxation of homeowners.
4.3.2 Market Based Criteria
The principal market area for siting the proposed facility is the US 70 corridor of
Havelock. This is the major area targeted for growth in the market area where
some property exists, where millions of dollars have been expended in
infrastructure development (roads, utilities), and where zoning allows for
practicable development. In addition, to support a review of the market area for
undeveloped land of sufficient size to provide an economically viable commercial
development, the criteria listed in Table 1 were considered important in selecting
and evaluating alternative sites.
Table 1 Market-Based Criteria for Alternative Site Analysis
A. Traffic Volume
1. Type of Traffic (through, destination, home from work)
2. Infrastructure for Traffic (number of lanes, curb/median cuts, signals,
accel/decel lane)
B. Proximity to Target Market
1. Close to Higher Income Housing
2. Close to Hospital/Medical Facilities
3. Close to Schools
4. Central to Extended Trade Area
C. Consistent with Existing Shopping Habits
D. Consistent with Local Government Land Use Plan
E. Availability of Adequate Utilities
F. Suitable Size/Configuration
G. Economic Feasibility
1. Cost of Land and Availability
2. Cost of Improvements
3. Cost of Permitting and Off-Site Work
H. Environmental and Cultural Constraints
1. Hazardous and Toxic Substances
2. Archeological/Historic Sites
3. Threatened/Endangered Species
4. High Quality Wetlands
5. Low Quality Wetlands
4.3 Alternative Site Evaluation
A review and analysis of the market area by Wal-Mart during their site selection
process showed that there were few alternative sites to consider which met the
market-based criteria or the project purpose. According to the applicants
analysis, there were only two sites within the market area that could be
developed as a commercial/ retail center of suitable size to meet the project
purpose.
Using the criteria in Table 1, one alternative site was considered "economically
viable;" however, based on the assessment of the site completed by Wal-Mart,
construction on this site would be more costly and impact at least 4 acres of
wetlands, result in considerable traffic problems, and require construction of a
retaining wall along the adjacent stream. The alternative site evaluated is
described below:
Alternative Site : Tourist Center Drive Property (24 acres)
This property is located on Tourist Center Drive adjacent to the Visitor's Center
for Havelock and the Hampton Inn. Based on preliminary site analysis, the site
contains 4 ac of wetlands and is adjacent to Wolf Pit Branch. Placement of the
Wal-Mart 176 supercenter on the site would necessitate filling of all the wetlands,
due to the sites size and orientation, and would require filling or a retaining wall
within riparian wetlands of the adjacent creek. Traffic safety was also a
considerable concern, as only two access points off Tourist Drive could be
planned, which most likely would result in causing future traffic problems.
In addition, in the event there were other available alternative sites, the
development of such a site would necessarily require significant expenditure of
private resources to acquire the site, obtain local and regional plan approval,
replan and design the improvements, and obtain the necessary state and federal
permits, as there are few areas of suitable size that do not have wetlands, and
are located on a major highway in the City of Havelock.
The site subject to this application consists of 25.89 acres under single
ownership with an acceptable land use designation, and is ideally located
adjacent to US Hwy 70, with all the required utilities in close proximity. The site is
of sufficient size to accommodate the market demand of providing 184,305
square feet of retail space, to accommodate minimum parking and stormwater
retention requirements; and to overcome the substantial public and private cost
of building new infrastructure.
The project site is located on US Highway 70, which is the primary access route
through Havelock for locals and tourists on their way to the coast. The County and
State will realize an additional increase in sales tax revenues of approximately
$3,250,000 per year. This site provided multiple access points with two signals,
and access from two highways.
After verifying other possible alternative sites, it was found that all commercially
advantageous areas were already developed, not for sale, did not have the proper
zoning for the density desired, had more wetlands on them, or were not situated on
a major highway. The wetlands on the proposed site are considered of low to
moderate in value and have been either ditched in the past or cutover as part of
past silvacultural use of the site.
Therefore, there is no alternative site that is available and capable of being
acquired and developed after taking into consideration the costs, existing
technology, and logistics in light of the overall project purpose.
4.4 Minimization of Impacts
The applicant and design professionals have worked diligently to minimize
unavoidable wetland impacts to the maximum extent practicable while still
meeting the project purpose. Measures evaluated to reduce impacts included
removal of proposed outparcels near the Catawba Road entrance, and relocating
the stormwater pond, which was first sited all in wetlands.
4.5 Compensation
Mitigation options for the 2.26 acres of wetland impacts have been evaluated
based on the assessment of the quality of wetlands proposed to be impacted,
and based on the assumption that there are no reasonable on-site or off-site
mitigation sites in close proximity to the project site. Since a majority of the
wetlands to be impacted are considered highly disturbed and generally of low
quality, the applicant believes a ratio of 1:1 for mitigation is applicable for this
project. Due to the lack of local mitigation options available to the applicant in this
watershed, the applicant is requesting to purchase 2.26 (2.26 ac of impact x 1:1
ratio) non-riparian credits from the State of North Carolina EEP program. Based
on the published rates for non-riparian wetland credits, the applicant would
submit a check to the State in the amount of $29,657.98.
5.0 Public Interest Review Factors
The following review factors are used by the Corps of Engineers in evaluating
impacts of the proposed action. A response to each factor is provided below to
assist in preparation of the Statement of Findings.
5.1 Endangered Species and Section 7 Consultation
A letter from USFWS, dated 14 April 2005, concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
5.2 Cultural Resources
The applicant has not yet reviewed the most recent published version of the
National Register of Historic Places for the presence or absence of registered
properties, as being eligible for inclusion therein; however, due to the lack of any
structures remaining on this site, it is highly unlikely that this site is included as a
registered property as being eligible for inclusion in the National Register. No
site-specific cultural resource surveys have been performed, nor do they appear
justified. The property has had considerable soil disturbance in the past
associated with silvacultural activities, and based on its location is not likely to
reveal any significant cultural features.
5.3 Conservation
Implementation of the proposed activity will not adversely affect the conservation
of natural resources present within waters of the US and wetlands located off-
site. As proposed only low quality wetlands will be impacted.
5.4 Economics
Implementation of the proposed activity will result in an increase in $3,250,000 in
additional sales tax revenues for use by the County and State for funding public
services and activities. Without the development, there would be no net increase
in tax revenues for this property.
5.5 Aesthetics
Implementation of the proposed activity will not visually impact the aesthetic
values afforded to the adjacent landowners, or public at large. All landscape and
site plan requirements of the City and county will be met. The remaining wetland
located along Catawba Road will serve in part as a visual buffer for the
landowners located on the opposite side of Catawba Road.
5.6 General Environmental Concerns
The site will be constructed in accordance with all local, state, and federal
permits, codes and regulations regarding limiting or protecting on-site or adjacent
water resources and water quality.
5.7 Wetlands
As stated above, there will be unavoidable impacts to 2.26 acres of wetlands for
the proposed project. This impact is not considered significant given the low
quality of these wetlands and the ditching that has occurred on-site within and
adjacent to them.
5.8 Fish and Wildlife Values
No long-term impacts to fish and wildlife values are anticipated as a result of the
proposed actions. Temporary impacts to fish and macro-invertebrates that may
occur in the ditches connecting to off-site waters and wetlands are likely as a
result of fill activities on-site; however, adherence to erosion and sediment control
requirements during construction, and with the proposed stormwater
management system, impacts off-site should be minimal.
5.9 Flood Hazards
The final floor elevation of the proposed buildings will conform to county and
FEMA requirements. No flood hazards are anticipated.
5.10 Flood Plain Values
Implementation of the proposed project will not result in any loss in floodplain
values, as the site does not presently provide any flood storage.
5.11 Land Use
Impacts on land-use are minimal in that the county plan shows this area as
zoned for future commercial activity.
5.12 Navigation
Implementation of the proposed activity will not impact navigation, as there are
no waters of the US on-site.
5.13 Shoreline Erosion and Accretion
There are no shorelines on the property, thus there will be no impacts to
shoreline erosion and accretion.
5.14 Recreation
There will be no impact on recreational use of the site, as the project has been
under private ownership for at least the last 50 years. There are no recreational
uses or values associated with the site that could be impacted.
5.15 Water Supply
There is adequate water supply available from City of Havelock for the proposed
project.
5.16 Water Quality
The proposed activity will not result in degradation in water quality in any off-site
receiving waters. The applicant will comply with all stormwater management
requirements as regulated by NC DWQ to insure water quality is not adversely
impacted.
5.17 Energy Needs
The project will be serviced by Progress Energy for electricity needs, which has
more than adequate capacity.
5.18 Safety
Implementation of the proposed activity will not adversely impact public safety.
5.19 Needs and Welfare of the Public
The proposed activity will not jeopardize the needs and welfare of the public.
Without the proposed project improvements public access to the property by
small watercraft would be limited to non-existent. Development of the project will
create over $ 3,250,000 annually in tax revenues, which benefits the public.
6.0 Adjacent Land Owners
22
John C Montgomery
204 Catawba Road
Havelock, NC 28532
23
Nidia Benitez and Jose Villatoro
206 Catawba Road
Havelock, NC 28532
24
Michael & Elizabeth McClees
208 Catawba Road
Havelock, NC 28532
18
Cieszko Family Property, LLC
P.O. Box 690
Havelock, NC 28532
17, 19
Richard G. & Carole B. Rice
26 Cherokee Dr.
Havelock, NC 28532
03
Jerry A. Jackson LLC
P.O. Box 1025
Havelock, NC 28532
01
Wilbur Boone
350 Fisher Town Rd
Havelock, NC 28532
15
Willard H & Cynthia A. Capps
P.O. Box 1611
Havelock, NC 28532
14
Baldree Brothers Investments
103 Catawba Road
Havelock, NC 28532
12
Daniel E. & Ann R. Smith
P.O. Box 44
Salter Path, NC 28575
13,9
Jaybird Properties LLC
110 Riverdale Road
New Bern, NC 28562
10001 002
Craven County Board of Education Loretta J. Brown
3600 Trent Road P.O. Box 311
New Bern, NC 28562 Havelock, NC 28532
12
Havelock Joint Properties LLC
289 Circle Dr
Pikeville, NC 27863
65
US Government Property
141 E. Fisher Ave
New Bern, NC 28560
11 10 21
Sara Brown Brock Louis Edward Tatarski, et al Charles & Barbara Sheffield
134 Howard Blvd 202 Catawba Road 209 Newport, NC 28570 Atlantic Pond Beach, NC 28512 Havelock, NC 28532
Atlantic
20 04, 03, 02 26
Christopher J. & Cindy L. Field Havelock Development Group Jackson Family LLC
135 Manchester Rd P.O. Box 249 P.O. Box 249
Havelock, NC 28532 Havelock, NC 28532 Havelock, NC 28532
40 27
Gene A. Jackson Carrols Corporation
P.O. Box 249 968 James Street
Havelock, NC 28532 Syracuse, NY 13203
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CART CORRALS 16 SPACES AND GUTTER
TOTAL PARKING 865 SPACES ® PROPOSED PARKING SPACES
RATIO 4.70/1,000 S.F.
NOTES CART CORRAL
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United States Department of the Interior
O F
FISH AND WILDLIFE SERVICE
Raleigh Field Office
?? A9 Post Office Box 33726
?AQM7 ?? Raleigh, North Carolina 27636-3726
April 14, 2005
Annette Taylor
Dial Cordy and Associates, Inc.
201 North Front Street
Wilmington, NC 28401
Dear Ms. Taylor:
Thank you for your March 3, 2005 letter regarding the proposed construction of a WalMart
on the east side of U.S. Highway 70 and north of Catawba Road in Havelock, Craven
County, North Carolina. This letter provides the U.S. Fish and Wildlife Service's (Service)
response pursuant to section 7 of the Endangered Species Act, as amended (16 U.S.C. 153 L,
et seq.) (Act).
Based on the information provided and other information available, it appears that your
project site does not contain any federally-listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act.
We betieve that the requirements of section 7(a)(2) of the Act have been satisfied. We
remind you that obligations under section 7 consultation must be reconsidered if. (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered; (2) this action is subsequently modified in a
manner that was not considered in this review; or, (3) a new species is listed or critical
habitat determined that may be affected by the identified action.
Tharuk you for the opportunity to revic'.", tl is project. If you have any questions or comments
regarding our response, please contact Mr. Dale W. Suiter of this office at [phone],
Ext. 18 or [e-mail].
Sincerel
Pe enjamin
Ecological Services Supervisor
APR 1 a 17.005
BY: S
DIAL CORDY
AND ASSOCIATES INC
Enuirr)nrnc,nW1 Consultrrrnts - - --
P 0 0 6 0 0 4 2 December 9, 2005
Mr. Scott Jones
Washington Regulatory Field Office
US Army Corps of Engineers
107 Union Drive, Suite 202
Washington NC 27889
RE: Wal-Mart Store, Craven County, Havelock NC
Dear Mr. Jones:
DEC 1 6 ?[1t?.5
WETIMU r:m) xr Ii,tl"I Y
0ANChI
Dial Cordy and Associates Inc is pleased to submit, on behalf of Wal-Mart Stores Inc., a Section
404 application for filling 2.89 acres of jurisdictional wetlands on the subject property. The
enclosed submittal includes the following information to assist you in processing the application.
• Application form
• Drawings
• Supporting information
• Letter from USFWS
VNe have also enclosed a CD of all the above information in an electronic format and a full size
copy of the construction plans.
As discussed, we plan on meeting with you at 1:00 pm on December 19`h to discuss the
application. Mr. Brian Bradner of Dewberry and Davis and I will be attending the meeting. In the
meantime, should you identify any additional information that you may require for publishing the
public notice, please do not hesitate to contact me directly.
Reer ly,
R. Steve Dial
cc. Brian Bradner
09@9 al
JAN 5 2006
W0 5 0WWATS
WE Dg H
FIRST UNION BUILDING, SUITE 601 • 201 NoKnH FRONT S rREE'I' • WILMINGTON, NORTH CAROLINA 28401
910.251-9790 • FAX [phone] • E-MAIL infoCb(fialcordmom
OFFICES JAcKSONv1LLE, FLORIDA • CHARLESTON, SOUTH CAROLINA
4.
As-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
(33 CFO? 3251
OMB APPROVAL NO. 0710-0003
Expires December 31, 2004
-he Public burden for this collection of information Is sestimeted to average 10 hours per response, although the majority of applications should require
i hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suits 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, OC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Informadon provided on this form will be used in evaluating the application for e
permit. Routine Uses: This information may be shared with the Departmertt of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructional and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in fun will be returned.
/rTF)RS 1 T;4121 1 A TA AC Cl/ I Cn AV TLJC t'n"c
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED
5. APPLICANT'S NAME
Wal-Mart Stores, Inc
4. DATE APPLICATION COMPLETED
8. AUTHORIZED AGENT'S NAME AND TITLE fan aoe?rannr ramrroo?
Dial Cordy and Associates Inc
6. APPLICANT'S ADDRESS
2001 S.E. 10th St.
Bentonville, Arkansas 72716-0550
9. AGENT'S ADDRESS
201 North Front St., Suite 601
Wilmington, NC 28401
3. Residence
a. Residence
b. Business 479-273-4000 I b. Business 910-251-9790
z
STATEMENT OF AUTHORIZATION
I hereby authorize,- to act in my behalf as my agent in the processing of this application and to
rurnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE rseairern?rtiwe.
Wal-Mart Store # 3825-00
Wal-Mart Stores Inc. Havelock, NC
13. NAME OF WATERBODY, IF KNOWN wapp .&w + 14. PROJECT STREET ADDRESS rv.gprr br i
Un-named tributary to Sandv Run, Neuse
River Basin
15. LOCATION OF PROJECT
Craven NC
COUNTY STATE I
18. OTHER LOCATION DESCRIPTIONS. IF KNOWN, lseernsuucrarw
City of Havelock
17. DIRECTIONS TO THE SITE
Proceed North on US Hwy 70 through most of Havelock. Site is located on east side of US Hwy
70 and North of Catawba Road.
v FORM 434b. Jul 97 EDITION OF FE9 94 IS OBSOLETE. IProponenr CE -0Rl c.
i
18. Nature of Activity (Dowdpehm of pro/«r, induae ri iwnr.u
construction of a Wal-Mart Store (184,305 gross SF), parking (871 spaces), loading area,
stormwater pond, and access road.
19. Project Purpose (owmbe taw rssson or plrpws at rM wojecr, .,.. rust ucvo )
See supplimental information
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Fill in wetlands area needed to facilitate construction of the building, parking, stormwater
pond, and access road to site.
21. Type(s) of Material Being Discharoed and the Amount of Each Tvoe in Cubic Yards
Clean Fill 6,500 cy
22. Surface Area in Acres of Wetlands or Other Waters Filed tsw wnrcuow
2.26 AC of jurisdictional wetlands and ditches.
23. Is Any Portion of the Work Already Complete? Yes 0 No X IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attached list
2S. Ust of Other Certifications or ApprovaWDeniais Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPO APPanvai • incurrcnr ATinu U111I000 -Tr
UMIG UQ111CU
ACOE Wetland plat 200511131 6-13-2005
-W ,.,da in..l„a. h- i- ... .
28. Application
duly

permit or permits to authorize the work described in this application. I certify that the information in this
is I further certify that I possess the authority to undertake the work described herein or am acting as the
.. - lqq??
OF APPLICANT DATE

SIGNATURE OF AGENT
The appllcinon must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorised agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that; Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies,, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent atsternents or representations or makes or wee any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than 110,000 or Imprisoned not more than five years or both.
III ??,
Wal-Mart Store, Havelock NC
Corps of Engineers Section 404 Permit Application
Supporting Information
1.0 Description of Project and All Features (Block 18)
Dial Cordy and Associates Inc., serving as the agent for the applicant Wal-Mart
Stores Inc., hereby submits an application for an individual Section 404 permit to
cover work proposed on a 25.89 acre parcel located west of US Highway 70 and
north of Catawba Road in Craven County, North Carolina (Sheet 1). The scope of
the project includes construction of a commercial Wal-Mart Supercenter store
with associated parking, loading docks, road access, and stormwater retention
pond (Sheet 2). Activities requiring a Section 404 permit include fill of 2.26 acres
of wetlands for the access road crossing from Catawba Road, parking along the
south side of the store, the rear loading docks and truck access, and a small area
of the building.
Jurisdictional wetlands were delineated in 2000, and revalidated by the Corps of
Engineers on June 13, 2005 (Action Id. 200511131). The site is adjacent to a
unnamed tributary to Sandy Run in the Neuse River basin.
2.0 Overall Project Purpose (Block 19)
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery and retail center totaling 184,305
square feet (Sheet 2). A site of sufficient size and buildable square footage was
required to overcome the substantial costs of acquiring land, as well as
designing, permitting, and constructing the infrastructure necessary to support
the proposed project.
3.0 Description of Existing Conditions
3.1 Physical Setting
Topography
The site is relatively level with an elevation of approximately 25 feet above sea
level. The slope is generally to the northeast.
Geology
The North Carolina Geological Survey indicates the subject property to be
located within the Quaternary (Qp) Coastal Plain. It consists of undivided surficial
deposits. Quaternary deposits are not shown at altitudes greater than
approximately 25 feet above mean sea level and consist of sand, clay, gravel and
peat deposited in marine, fluvial, eolian, and lacustrine environments.
Soils
The following soil type, as reported in the EDR Report with GeoCheck®
(reference Appendix B) is the primary soil type found on the subject property:
Soil Component Name: ROANOKE
Soil Surface Texture: fine sandy loam
Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey,
have a high water table, or are shallow to an
impervious layer.
Soil Drainage Class: Poorly. Soils have a saturated zone, a layer of low
hydraulic conductivity, or seepage. Depth to water
table is less than a foot.
Hydric Status: Soil meets the requirements for a hydric soil.
Depth to Bedrock: >60 inches
3.2 Jurisdictional Wetlands
The property has been heavily impacted by artificial drainage and other intensive
timber management activities. The property is drained by an extensive network of
ditches, and some of the low-lying areas have been bedded to facilitate the
growth of loblolly pine (Pinus taeda). Upland areas at the site are occupied
primarily by dense loblolly pine stands in various stages of regeneration. The site
also includes smaller areas of scrub-shrub habitats that are dominated by
hardwood saplings. A Coastal Plain small stream swamp community occupies
the eastern margin of the property. The small stream swamp represents the only
natural community on the property as defined by the NCNHP. Although the small
stream swamp community has been impacted by artificial drainage, stormwater
runoff, and timber harvest; the vegetative composition of this community remains
largely intact.
Pine stands on the property are characterized by a dense overstory of loblolly
pine, with a dense subcanopy of mesic hardwoods and a sparse shrub stratum.
As a result of shading, the herbaceous stratum is very sparse to absent. The
hardwood subcanopy is dominated by sweet-gum (Liquidambar styraciflua), red
maple (Acer rubrum), and water oak (Quercus nigra). White oak (Quercus albs)
and southern red oak (Quercus falcata) are also present to a lesser extent on
dryer portions of the site. Species comprising the shrub stratum are typical of
mesic to wet pine flatwoods communities. Typical shrubs include horsesugar
(Symplocus tinctoria), inkberry (Ilex glabra), coastal sweet-pepperbush (Clethra
alnifolia), highbush blueberry (Vaccinium formosum), titi (Cyrilla racemiflora),
cane (Arundinaria gigantea), wax myrtle (Myrica cerifera), sweetbay (Magnolia
virginiana), and swamp red bay (Persea palustris). The very sparse to absent
herbaceous stratum includes bracken fern (Pteridium aquilinum), slender spike
grass (Chasmanthium laxum), partridgeberry (Mitchella repens), heartleaf
(Hexastylis sp.), and woody vines such as yellow jessamine (Gelsemium
sempervirens) and Japanese honeysuckle (Lonicera japonica).
The small stream swamp community is characterized by an overstory of swamp
tupelo (Nyssa biflora), red maple, sweet-gum, water oak, swamp laurel oak
(Quercus laurifolia), and yellow poplar (Liriodendron tulipifera). Shrubs include
titi, sweetbay, Virginia willow (Itea virginica), fetterbush (Lyonia lucida), swamp
red bay, wax myrtle, and Chinese privet (Ligustrum sinense). Blaspheme-vine
(Smilax laurifolia) is also prominent in this community. The herbaceous stratum
includes sedges (Carex spp.), netted chainfern (Woodwardia areolata), leathery
rush (Juncus coriaceus), lizard's-tail (Saururus cernuus), cinnamon fern
(Osmunda cinnamomea), false nettle (Boehmeria cylindrica), grape fern
(Botrychium sp.), partridge berry, and Japanese honeysuckle. This community
does not have a well-defined stream channel and hydrology appears to be driven
primarily by seepage. This community has been impacted by artificial drainage
(ditching) and by erosion and sedimentation associated with adjacent
urbanization and increases in stormwater runoff.
Some of the low-lying, transitional areas between upland pine stands and the
small stream swamp community are occupied by very dense scrub-shrub
hardwood stands. These communities occur on disturbed areas that are
apparently too wet to support loblolly pine establishment. Typical hardwoods
include sweet-gum, red maple, water oak, and yellow poplar. These areas have
a sparse shrub stratum with a species composition that is similar to that of the
small stream swamp community. The herbaceous stratum is characteristically
absent in these areas.
3.3 Threatened and Endangered Species (Section 7)
Dial Cordy and Associates Inc. completed an assessment of the Havelock Wal-
Mart site in Craven County, North Carolina. The findings of the assessment were
forwarded to the USFWS on March 3 2005 (see attached), and were based on a
site visit conducted on February 9 2005, and a review of the North Carolina
Natural Heritage Program (NCNHP) database conducted on 23rd February 2005.
The study area has been heavily impacted by artificial drainage, bedding,
establishment of dense pine plantations, adjacent urbanization, and erosion and
sedimentation. Due to the history of disturbance at the site, the study area does
not contain any high quality ecological communities. The NCNHP has no records
of any protected species within the study area, and no protected species were
observed during the site visit. Due to the lack of quality habitat, and the disturbed
nature of the site, the presence of protected species within the study area is
considered unlikely.
A letter from USFWS, dated 14 April 2005,concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
4.0 Compliance with Section 404 (b)(1) Guidelines
4.1 Alternatives
4.1.1 Overview
A detailed analysis of the Section 404(b)(1) Guidelines requirements for
consideration of alternatives, as required by 40 CFR 230.10(a), is set forth below.
Actions taken to minimize wetland impacts are presented in Section 4.4 of this
document.
The Section 404(b)(1) Guidelines' alternatives requirements provide that "no
discharge of dredged or fill material shall be permitted if there is a practicable
alternative to the proposed discharge which would have less adverse impact on
the aquatic ecosystem, so long as the alternative does not have other significant
adverse environmental consequences." [See 40 CFR 230.10(a) (emphasis added)]
The record must contain "sufficient information to demonstrate that the proposed
discharge complies with the requirements of Section 230.10(a) of the Guidelines.
The amount of information needed to make such a determination and the level of
scrutiny required by the Guidelines is commensurate with the severity of the
environmental impact (as determined by the functions of the aquatic resource and
the nature of the proposed activity) and the scope/cost of the project." [See
ACOE/EPA Memorandum to the Field "Appropriate Level of Analysis Required for
Evaluating Compliance with Section 404(b)(1) Guidelines Alternatives
Requirements," p. 2, dated August 23, 1994, hereinafter the "Memorandum."] As
noted in the Memorandum at pages 3-4, the 404(b)(1) Guidelines "only prohibits
discharges when a practicable alternative exists which would have less adverse
impact on the aquatic ecosystem." [See Memorandum] "If an alleged alternative
is unreasonably expensive to the applicant, the alternative is not 'practicable'."
[See Guidelines Preamble, "Economic Factors," 45 Federal Register 85343
(December 24, 1980).]
Practicable alternatives for the Havelock Wal-Mart are those alternatives that are
"available and capable of being done after taking into consideration costs, existing
technology, and logistics in light of overall project purposes." [See 40 CFR
230.10(a)(2)] Clarification is provided in the Preamble to the Guidelines on how
cost is to be considered in the determination of practicability: Our intent is to
consider those alternatives which are reasonable in terms of the overall scope/cost
of the proposed project. The term economic [for which the term "costs' was
substituted in the final rule] might be construed to include consideration of the
applicant's financial standing, or investment, or market share, a cumbersome
inquiry which is not necessarily material to the objectives of the Guidelines.
[See Guidelines Preamble, "Alternatives," 45 Federal Register 85339
(December 24, 1980) (emphasis added)]
4.2 Project Purpose and Need
The purpose of the proposed 25.89 acre commercial shopping center is to
provide an economically viable commercial/retail center to meet the present
demand for a new and expanded grocery store, and retail center, totaling
184,305 square feet) (Sheet 2). This project has been planned as part of a
concerted working effort with local, and county agencies to generate commercial
growth along the US 70 corridor on the north side of the City of Havelock. A site
of sufficient size and buildable square footage was required to overcome the
substantial costs of acquiring land, as well as designing, permitting, and
constructing the infrastructure necessary to support the proposed project.
Justifying significant investment in development of the proposed commercial
shopping center required in-depth knowledge of the market and identification and
analysis of the need for the project. There are five standard considerations
inherent in choosing a practicable site for a commercial store as envisioned for
this project, and in evaluating the market-based need for the project. These
considerations are summarized below.
1) Location - Property must be within reasonable driving distance for a
majority of its potential users and be easily accessible off a major highway.
2) Zoning - Property must be zoned for commercial use.
3) Constraints - Property must not have significant environmental constraints
that would prohibit acquisition of permits and approvals for its use.
4) Cost - Property cost must be commensurate with the potential revenue
that can be derived from the property.
5) Marketability - Property must be in an area where there is high demand or
market for its use.
4.3 Avoidance - Alternative Site Analysis
4.3.1 Project Site
The project site consists of 25.89 acres of uplands. The property is zoned
appropriately for the proposed use and can accommodate the commercial activity
proposed. All utilities are accessible to the site, and traffic congestion will be
manageable with the access of Catawba Rd and signaled interchange at
Catawba Rd and US 70. Wetlands that will be impacted are highly disturbed from
past silvacultural activities and ditching.
In addition to construction revenue and employment opportunities for 350 new
jobs, the proposed Wal-Mart center, when completed, will also generate
significant real estate ad valorem taxes and sales taxes. The proposed project
should generate $100,000 in property taxes per year. The County/State will
receive $3,250,000 in revenues from sales tax on general merchandise and
groceries per year. The increase in sales tax will allow the County to serve the
needs of the residents without additional taxation of homeowners.
4.3.2 Market Based Criteria
The principal market area for siting the proposed facility is the US 70 corridor of
Havelock. This is the major area targeted for growth in the market area where
some property exists, where millions of dollars have been expended in
infrastructure development (roads, utilities), and where zoning allows for
practicable development. In addition, to support a review of the market area for
undeveloped land of sufficient size to provide an economically viable commercial
development, the criteria listed in Table 1 were considered important in selecting
and evaluating alternative sites.
Table 1 Market-Based Criteria for Alternative Site Analysis
A. Traffic Volume
1. Type of Traffic (through, destination, home from work)
2. Infrastructure for Traffic (number of lanes, curb/median cuts, signals,
accel/decel lane)
B. Proximity to Target Market
1. Close to Higher Income Housing
2. Close to Hospital/Medical Facilities
3. Close to Schools
4. Central to Extended Trade Area
C. Consistent with Existing Shopping Habits
D. Consistent with Local Government Land Use Plan
E. Availability of Adequate Utilities
F. Suitable Size/Configuration
G. Economic Feasibility
1. Cost of Land and Availability
2. Cost of Improvements
3. Cost of Permitting and Off-Site Work
H. Environmental and Cultural Constraints
1. Hazardous and Toxic Substances
2. Archeological/Historic Sites
3. Threatened/Endangered Species
4. High Quality Wetlands
5. Low Quality Wetlands
4.3 Alternative Site Evaluation
A review and analysis of the market area by Wal-Mart during their site selection
process showed that there were few alternative sites to consider which met the
market-based criteria or the project purpose. According to the applicants
analysis, there were only two sites within the market area that could be
developed as a commercial/ retail center of suitable size to meet the project
purpose.
Using the criteria in Table 1, one alternative site was considered "economically
viable;" however, based on the assessment of the site completed by Wal-Mart,
construction on this site would be more costly and impact at least 4 acres of
wetlands, result in considerable traffic problems, and require construction of a
retaining wall along the adjacent stream. The alternative site evaluated is
described below:
Alternative Site : Tourist Center Drive Property (24 acres)
This property is located on Tourist Center Drive adjacent to the Visitor's Center
for Havelock and the Hampton Inn. Based on preliminary site analysis, the site
contains 4 ac of wetlands and is adjacent to Wolf Pit Branch. Placement of the
Wal-Mart 176 supercenter on the site would necessitate filling of all the wetlands,
due to the sites size and orientation, and would require filling or a retaining wall
within riparian wetlands of the adjacent creek. Traffic safety was also a
considerable concern, as only two access points off Tourist Drive could be
planned, which most likely would result in causing future traffic problems.
In addition, in the event there were other available alternative sites, the
development of such a site would necessarily require significant expenditure of
private resources to acquire the site, obtain local and regional plan approval,
replan and design the improvements, and obtain the necessary state and federal
permits, as there are few areas of suitable size that do not have wetlands, and
are located on a major highway in the City of Havelock.
The site subject to this application consists of 25.89 acres under single
ownership with an acceptable land use designation, and is ideally located
adjacent to US Hwy 70, with all the required utilities in close proximity. The site is
of sufficient size to accommodate the market demand of providing 184,305
square feet of retail space, to accommodate minimum parking and stormwater
retention requirements; and to overcome the substantial public and private cost
of building new infrastructure.
The project site is located on US Highway 70, which is the primary access route
through Havelock for locals and tourists on their way to the coast. The County and
State will realize an additional increase in sales tax revenues of approximately
$3,250,000 per year. This site provided multiple access points with two signals,
and access from two highways.
After verifying other possible alternative sites, it was found that all commercially
advantageous areas were already developed, not for sale, did not have the proper
zoning for the density desired, had more wetlands on them, or were not situated on
a major highway. The wetlands on the proposed site are considered of low to
moderate in value and have been either ditched in the past or cutover as part of
past silvacultural use of the site.
Therefore, there is no alternative site that is available and capable of being
acquired and developed after taking into consideration the costs, existing
technology, and logistics in light of the overall project purpose.
4.4 Minimization of Impacts
The applicant and design professionals have worked diligently to minimize
unavoidable wetland impacts to the maximum extent practicable while still
meeting the project purpose. Measures evaluated to reduce impacts included
removal of proposed outparcels near the Catawba Road entrance, and relocating
the stormwater pond, which was first sited all in wetlands.
4.5 Compensation
Mitigation options for the 2.26 acres of wetland impacts have been evaluated
based on the assessment of the quality of wetlands proposed to be impacted,
and based on the assumption that there are no reasonable on-site or off-site
mitigation sites in close proximity to the project site. Since a majority of the
wetlands to be impacted are considered highly disturbed and generally of low
quality, the applicant believes a ratio of 1:1 for mitigation is applicable for this
project. Due to the lack of local mitigation options available to the applicant in this
watershed, the applicant is requesting to purchase 2.26 (2.26 ac of impact x 1:1
ratio) non-riparian credits from the State of North Carolina EEP program. Based
on the published rates for non-riparian wetland credits, the applicant would
submit a check to the State in the amount of $29,657.98.
5.0 Public Interest Review Factors
The following review factors are used by the Corps of Engineers in evaluating
impacts of the proposed action. A response to each factor is provided below to
assist in preparation of the Statement of Findings.
5.1 Endangered Species and Section 7 Consultation
A letter from USFWS, dated 14 April 2005, concurred with the assessment, that
there were no records of any protected species on site. This letter serves as the
record of no affect under Section 7 for this project (see attached).
5.2 Cultural Resources
The applicant has not yet reviewed the most recent published version of the
National Register of Historic Places for the presence or absence of registered
properties, as being eligible for inclusion therein; however, due to the lack of any
structures remaining on this site, it is highly unlikely that this site is included as a
registered property as being eligible for inclusion in the National Register. No
site-specific cultural resource surveys have been performed, nor do they appear
justified. The property has had considerable soil disturbance in the past
associated with silvacultural activities, and based on its location is not likely to
reveal any significant cultural features.
5.3 Conservation
Implementation of the proposed activity will not adversely affect the conservation
of natural resources present within waters of the US and wetlands located off-
site. As proposed only low quality wetlands will be impacted.
5.4 Economics
Implementation of the proposed activity will result in an increase in $3,250,000 in
additional sales tax revenues for use by the County and State for funding public
services and activities. Without the development, there would be no net increase
in tax revenues for this property.
5.5 Aesthetics
Implementation of the proposed activity will not visually impact the aesthetic
values afforded to the adjacent landowners, or public at large. All landscape and
site plan requirements of the City and county will be met. The remaining wetland
located along Catawba Road will serve in part as a visual buffer for the
landowners located on the opposite side of Catawba Road.
5.6 General Environmental Concerns
The site will be constructed in accordance with all local, state, and federal
permits, codes and regulations regarding limiting or protecting on-site or adjacent
water resources and water quality.
5.7 Wetlands
As stated above, there will be unavoidable impacts to 2.26 acres of wetlands for
the proposed project. This impact is not considered significant given the low
quality of these wetlands and the ditching that has occurred on-site within and
adjacent to them.
5.8 Fish and Wildlife Values
No long-term impacts to fish and wildlife values are anticipated as a result of the
proposed actions. Temporary impacts to fish and macro-invertebrates that may
occur in the ditches connecting to off-site waters and wetlands are likely as a
result of fill activities on-site; however, adherence to erosion and sediment control
requirements during construction, and with the proposed stormwater
management system, impacts off-site should be minimal.
5.9 Flood Hazards
The final floor elevation of the proposed buildings will conform to county and
FEMA requirements. No flood hazards are anticipated.
5.10 Flood Plain Values
Implementation of the proposed project will not result in any loss in floodplain
values, as the site does not presently provide any flood storage.
5.11 Land Use
Impacts on land-use are minimal in that the county plan shows this area as
zoned for future commercial activity.
5.12 Navigation
Implementation of the proposed activity will not impact navigation, as there are
no waters of the US on-site.
5.13 Shoreline Erosion and Accretion
There are no shorelines on the property, thus there will be no impacts to
shoreline erosion and accretion.
5.14 Recreation
There will be no impact on recreational use of the site, as the project has been
under private ownership for at least the last 50 years. There are no recreational
uses or values associated with the site that could be impacted.
5.15 Water Supply
There is adequate water supply available from City of Havelock for the proposed
project.
5.16 Water Quality
The proposed activity will not result in degradation in water quality in any off-site
receiving waters. The applicant will comply with all stormwater management
requirements as regulated by NC DWQ to insure water quality is not adversely
impacted.
5.17 Energy Needs
The project will be serviced by Progress Energy for electricity needs, which has
more than adequate capacity.
5.18 Safety
Implementation of the proposed activity will not adversely impact public safety.
5.19 Needs and Welfare of the Public
The proposed activity will not jeopardize the needs and welfare of the public.
Without the proposed project improvements public access to the property by
small watercraft would be limited to non-existent. Development of the project will
create over $ 3,250,000 annually in tax revenues, which benefits the public.
6.0 Adjacent Land Owners
22
John C Montgomery
204 Catawba Road
Havelock, NC 28532
23
Nidia Benitez and Jose Villatoro
206 Catawba Road
Havelock, NC 28532
24
Michael & Elizabeth McClees
208 Catawba Road
Havelock, NC 28532
18
Cieszko Family Property, LLC
P.O. Box 690
Havelock, NC 28532
17, 19
Richard G. & Carole B. Rice
26 Cherokee Dr.
Havelock, NC 28532
03
Jerry A. Jackson LLC
P.O. Box 1025
Havelock, NC 28532
01
Wilbur Boone
350 Fisher Town Rd
Havelock, NC 28532
15
Willard H & Cynthia A. Capps
P.O. Box 1611
Havelock, NC 28532
14
Baldree Brothers Investments
103 Catawba Road
Havelock, NC 28532
12
Daniel E. & Ann R. Smith
P.O. Box 44
Salter Path, NC 28575
13,9
Jaybird Properties LLC
110 Riverdale Road
New Bern, NC 28562
10001 002
Craven County Board of Education Loretta J. Brown
3600 Trent Road P.O. Box 311
New Bern, NC 28562 Havelock, NC 28532
12
Havelock Joint Properties LLC
289 Circle Dr
Pikeville, NC 27863
65
US Government Property
141 E. Fisher Ave
New Bern, NC 28560
11 10 21
Sara Brown Brock Louis Edward Tatarski, et al Charles & Barbara Sheffield
134 Howard Blvd 202 Catawba Road
Newport, NC 28570 209 Pond Atlantic Beach, NC 28512 Havelock, NC 28532
20 04, 03, 02 26
Christopher J. & Cindy L. Field Havelock Development Group Jackson Family LLC
135 Manchester Rd P.O. Box 249 P.O. Box 249
Havelock, NC 28532 Havelock, NC 28532 Havelock, NC 28532
40 27
Gene A. Jackson Carrols Corporation
P.O. Box 249 968 James Street
Havelock, NC 28532 Syracuse, NY 13203
P
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Dewberry DATE
AUG 05 TITLE
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90269900 PROJECT
WAL•MART, HAVELOCKN.C.

PARKING DATA LEGEND FOR
PROPOSED IMPROVEMENTS
WAL-MART 184,305 +/- (Grass S.F)
PROPOSED BUILDING
' STANDARD SPACES 832 SPACES
ACCESSIBLE SPACES 17 SPACES PROPOSED 1B" CURB
CART CORRALS 16 SPACES AND GUTTER
9 TOTAL PARKING 865 SPACES ® PROPOSED PARKING SPACES
RATIO 4.70/1,000 S.F.
CART CORRAL
NOTES
1. ALL CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE OF BUILDING
HEAVY DUTY
2, WAL-MART PREFERRED PARK14G (5.D SP/1,ODO S.F.) PAVEMENT
CODE REQUIRED PARKING SPACES (1 SP/200 S.F.)
3, PARKING LAYOUT MEETS WAL-MART STANDARDS WHICH IS WITHIN LOCAL
REQUIREMENTS. HEAVY DUTY
CONCRETE PAVE E
4, PARKING SHOV A CONTAINS BOTH 60' AND 90' PARKING SPACES.
TYPICAL DIMENSIONS: WIDTH: 9.5'
'
DEPTH: 19
ONE TWO WAY AISLES: 20' STANDARD DUTY
TWO WAY AISLES' 24' k 30' PAVEMENT

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United States Department of the Interior
y?
O 9
c FISH AND WILDLIFE SERVICE
Raleigh Field Office
,n Post Office Box 33726
RC" 3 ?a Raleigh, North Carolina 27636-3726
April 14, 2005
Annette Taylor
Dial Cordy and Associates, Inc.
201 North Front Street
Wilmington, NC 28401
Dear Ms. Taylor:
Thank you for your March 3, 2005 letter regarding the proposed construction of a WallMart
on the east side of U.S. Highway 70 and north of Catawba Road in Havelock, Craven
County, North Carolina. This letter provides the U.S. Fish and Wildlife Service's (Service)
response pursuant to section 7 of the Endangered Species Act, as amended (16 U.S.C. 153 L'
et seq.) (Act).
Based on the information provided and other information available, it appears that your
project site does not contain any federally listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act.
We believe that the requirements of section 7(a)(2) of the Act have been satisfied. We
remind you that obligations under section 7 consultation must be reconsidered if. (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered; (2) this action is subsequently modified in a
manner that was not considered in this review; or, (3) a new species is listed or critical
habitat determined that may be affected by the identified action.
hap.:: you for the opportunity to revie,-v thhis project. if you have any questions or comments
regarding our response, please contact Mr. Dale W. Suiter of this office at [phone],
Ext. 18 or [e-mail].
Sincerel
/Pete/ enjamin
Ecological Services Supervisor
••J
APR 1 d 2005
B?: S
RE: Wal-Mart Stores Inc Havelock NC
Subject: RE: Wal-Mart Stores Inc Havelock NC
From: "Bradner, Brian" <[e-mail]:
Date: Thu, 29 Dec 2005 09:34:01 -0500
To: "Laurie Dennison" <laurie.j.dennison@ncmail.n
CC: "Huss, Brent" <[e-mail]>, "Steve
<ataylor@di alcordy. com>
Thanks.
Brian K. Bradner, P.E.
Associate
Senior Project Manager
Dewberry
551 Piney Forest Rd.
Danville, VA 24540-3353
434.797.4497, Ext. 228
434.797.4341 fax
434.548.4497 mobile
www.dewberry.com
-----Original Message-----
From: Laurie Dennison [mailto:laurie.j.dennison@ncmail.
Sent: Thursday, December 29, 2005 9:25 AM
To: Bradner, Brian
Subject: Re: Wal-Mart Stores Inc Havelock NC
Yes, the return was addressed to Mr. Dial at 201 North Fri
Wilmington. I will need the whole application package retu
office:
DENR - DWQ
Wetlands/401 Unit
2321 Crabtree Blvd Ste 250
Raleigh NC 27604
Laurie Dennison
Bradner, Brian wrote:
> Sorry for any delay. It's been a little crazy with the I
> it returned to Dial Cordy? What do we need to do?
> Thanks for your help.
> Brian K. Bradner, P.E.
> Associate
> Senior Project Manager
> Dewberry
> 551 Piney Forest Rd.
> Danville, VA 24540-3353
> 434.797.4497, Ext. 228
> 434.797.4341 fax
al" <[e-mail]>, "Annette Taylor"
St Ste 601,
d to our
Was
1 of 6 12/29/2005 9:35 AM
RE: Wal-Mart Stores Inc Havelock NC
> 434.548.4497 mobile
> www.dewberry.com <http://www.dewberry.com/>
> -----Original Message-----
> From: Laurie Dennison [mailto:[e-mail]]
> Sent: Thursday, December 29, 2005 7:20 AM
> To: Bradner, Brian
> Subject: Re: Wal-Mart Stores Inc Havelock NC
> The whole Wal-Mart (Havelock) application package was returned on
> 12/22/2005 since repeated attempts to reach over several days were
> unsuccessful.
> Laurie Dennison
> Administrative Assistant
> NC DENR - DWQ
> Wetlands/401 Unit
> Bradner, Brian wrote:
>> John Clark with Wal-Mart signed the application. Please call with any
>> questions.
>> Thanks.
>> Brian K. Bradner, P.E.
>> Associate
>> Senior Project Manager
>> Dewberry
>> 551 Piney Forest Rd.
2 of 6 12/29/2005 9:35 AM
RE: Wal-Mart Stores Inc Havelock NC
>> Danville, VA 24540-3353
>> 434.797.4497, Ext. 228
>> 434.797.4341 fax
>> 434.548.4497 mobile
>> www.dewberry.com <http://www.dewberry.com/>
>> -----Original Message-----
>> From: Steve Dial [mailto:[e-mail]]
>> Sent: Tuesday, December 20, 2005 12:06 PM
>> To: Bradner, Brian
>> Subject: FW: Wal-Mart Stores Inc Havelock NC
>> Importance: High
>> Brian, who signed the application..i cant read signature either.
>> -----Original Message-----
>> From: Jean Beckwith [mailto:[e-mail]]
>> Sent: Monday, December 19, 2005 3:16 PM
3 of 6 12/29/2005 9:35 AM
RE: Wal-Mart Stores Inc Havelock NC
>> To: Steve Dial
>> Subject: FW: Wal-Mart Stores Inc Havelock NC
>> Importance: High
>> Jean Beckwith
>> Office Manager
>> Dial Cordy and Associates Inc.
>> 904-241-8821
>> Fax [phone]
>> -----Original Message-----
>> From: Laurie Dennison [mailto:[e-mail]]
4 of 6 12/29/2005 9:35 AM
RE: Wal-Mart Stores Inc Havelock NC
>> Sent: Monday, December 19, 2005 3:03 PM
>> To: [e-mail]
>> Subject: RE: Wal-Mart Stores Inc Havelock NC
>> Importance: High
>> Mr. Dial:
>> I'm in need of an individual's name associated Wal-Mart Stores, Inc (as
>> permit Applicant) to enter athe Wal-Mart Store #3825 project into the
>> database. Please reply to this email with that information at your
>> earliest convenience.
Thank you,
>> Laurie Dennison
5 of 6 12/29/2005 9:35 AM
Re: Wal-Mart Stores Inc Havelock NC
Subject: Re: Wal-Mart Stores Inc Havelock NC
From: Laurie Dennison <[e-mail]>
Date: Thu, 29 Dec 2005 09:24:37 -0500
To: "Bradner, Brian" <[e-mail]>
Yes, the return was addressed to Mr. Dial at 201 North Front St Ste 601, Wilmington.
I will need the whole application package returned to our office:
DENR - DWQ
Wetlands/401 Unit
2321 Crabtree Blvd Ste 250
Raleigh NC 27604
Laurie Dennison
Bradner, Brian wrote:
Sorry for any delay. It's been a little crazy with the Holidays. Was it returned
to Dial Cordy? What do we need to do?
Thanks for your help.
Brian K. Bradner, P.E.
Associate
Senior Project Manager
Dewberry
551 Piney Forest Rd.
Danville, VA 24540-3353
434.797.4497, Ext. 228
434.797.4341 fax
434.548.4497 mobile
www.dewberry.com <http://www.dewberry.com/>
-----Original Message-----
From: Laurie Dennison [mailto:[e-mail]]
Sent: Thursday, December 29, 2005 7:20 AM
To: Bradner, Brian
Subject: Re: Wal-Mart Stores Inc Havelock NC
The whole Wal-Mart (Havelock) application package was returned on
12/22/2005 since repeated attempts to reach over several days were
unsuccessful.
Laurie Dennison
Administrative Assistant
NC DENR - DWQ
Wetlands/401 Unit
Bradner, Brian wrote:
1 of 6 12/29/2005 9:26 AM
Re: Wal-Mart Stores Inc Havelock NC
I John Clark with Wal-Mart signed the application
I questions.
I
I Thanks.
I
I
I
I Brian K. Bradner, P.E.
I
I Associate
I
I Senior Project Manager
I
I Dewberry
1551 Piney Forest Rd.
I
I Danville, VA 24540-3353
I
1434.797.4497, Ext. 228
I
1434.797.4341 fax
1434.548.4497 mobile
I
I www.dewberry.com <http://www.dewberry.com/>
I
Please call with any
2 of 6 12/29/2005 9:26 AM
Re: Wal-Mart Stores Inc Havelock NC
I I
I I
I -----Original Message----- I
From: Steve Dial [mailto:[e-mail]]
I Sent: Tuesday, December 20, 2005 12:06 PM I
I To: Bradner, Brian I
I Subject: FW: Wal-Mart Stores Inc Havelock NC I
I Importance: High I
I I
I I
I I
I Brian, who signed the application..i cant read signature either. I
I I
I I
I
I -----Original Message----- I
I I
From: Jean Beckwith [mailto:[e-mail]] I
I I
I Sent: Monday, December 19, 2005 3:16 PM I
I I
I To: Steve Dial I
I I
I Subject: FW: Wal-Mart Stores Inc Havelock NC I
I Importance: High I
I I
3 of 6 12/29/2005 9:26 AM
Re: Wal-Mart Stores Inc Havelock NC
I
I I
I I
I I
I I
I I
I I
I I
I Jean Beckwith I
I I
I Office Manager I
I I
I Dial Cordy and Associates Inc. I
I I
1904-241-8821 I
I I
I Fax [phone] I
I I
I I
I I
I -----Original Message----- I
I I
I From: Laurie Dennison [mailto:[e-mail]]
I I
I Sent: Monday, December 19, 2005 3:03 PM I
I I
I To: [e-mail] I
4 of 6 12/29/2005 9:26 AM
Re: Wal-Mart Stores Inc Havelock NC
I I
I Subject: RE: Wal-Mart Stores Inc Havelock NC I
I I
I Importance: High I
I I
I
I I
I I
I
I Mr. Dial: I
I I
I I
I I
I I'm in need of an individual's name associated Wal-Mart Stores, Inc (as I
I I
I permit Applicant) to enter athe Wal-Mart Store #3825 project into the I
I
I database. Please reply to this email with that information at your I
I
I earliest convenience. I
I I
I I
I I
Thank you, I
I I
I Laurie Dennison I
I I
5 of 6 12/29/2005 9:26 AM
Re: Wal-Mart Stores Inc Havelock NC
Subject: Re: Wal-Mart Stores Inc Havelock NC
From: Laurie Dennison <[e-mail]>
Date: Thu, 29 Dec 2005 07:19:35 -0500
To: "Bradner, Brian" <[e-mail]>
The whole Wal-Mart (Havelock) application package was returned on 12/22/2005 since
repeated attempts to reach over several days were unsuccessful.
Laurie Dennison
Administrative Assistant
NC DENR - DWQ
Wetlands/401 Unit
Bradner, Brian wrote:
John Clark with Wal-Mart signed the application. Please call with any questions.
Thanks.
Brian K. Bradner, P.E.
Associate
Senior Project Manager
Dewberry
551 Piney Forest Rd.
Danville, VA 24540-3353
434.797.4497, Ext. 228
434.797.4341 fax
434.548.4497 mobile
www.dewberry.com <http://www.dewberry.com/>
-----Original Message-----
From: Steve Dial [mailto:[e-mail]]
Sent: Tuesday, December 20, 2005 12:06 PM
To: Bradner, Brian
Subject: FW: Wal-Mart Stores Inc Havelock NC
Importance: High
Brian, who signed the application..i cant read signature either.
-----Original Message-----
From: Jean Beckwith [mailto:[e-mail]]
Sent: Monday, December 19, 2005 3:16 PM
To: Steve Dial
li 1 of 3 12/29/2005 7:20 AM
Re: Wal-Mart Stores Inc Havelock NC
Subject: FW: Wal-Mart Stores Inc Havelock NC
Importance: High
Jean Beckwith
Office Manager
Dial Cordy and Associates Inc.
904-241-8821
Fax [phone]
-----Original Message-----
From: Laurie Dennison [mailto:[e-mail])
Sent: Monday, December 19, 2005 3:03 PM
To: [e-mail]
Subject: RE: Wal-Mart Stores Inc Havelock NC
Importance: High
Mr. Dial:
I'm in need of an individual's name associated Wal-Mart Stores, Inc (as
permit Applicant) to enter athe Wal-Mart Store #3825 project into the
database. Please reply to this email with that information at your
earliest convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
2 of 3 12/29/2005 7:20 AM
RE: Wal-Mart Stores Inc Havelock NC
Subject: RE: Wal-Mart Stores Inc Havelock NC
From: Laurie Dennison <[e-mail]>
Date: Mon, 19 Dec 2005 15:02:45 -0500
To: [e-mail]
Mr. Dial:
I'm in need of an individual's name associated Wal-Mart Stores, Inc (as permit
Applicant) to enter athe Wal-Mart Store #3825 project into the database. Please
reply to this email with that information at your earliest convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1 of 1 12/19/2005 3:03 PM
\N A r? Michael F. Easley, Governor
q
O2 pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
C? Alan W. Klimek, P.E., Director
] _q Division of Water Quality
.? Coleen H. Sullins, Deputy Director
Division of Water Quality
December 22, 2005
Craven County
CERTIFIED MAIL
Dial Cordy and Associates
Attn: R. Steve Dial
201 North Front St Ste 601
Wilmington, NC 28401
Subject: Wal-Mart Store, Craven County, Havelock NC
Applicant Contact
Mr. Dial:
On December 16, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on
behalf of Wal-Mart Stores, Inc. for a Individual Permit Water Quality Certification in Craven County, North
Carolina. In reviewing this application request, we will require an individual's name associated with Wal-Mart
Stores, Inc (as permit Applicant) to enter the project into the database. Attempts to reach you via email and phone
were unsuccessful. Please provide the requested information and return the permitting package at your earliest
convenience.
The 401 Certification cannot be processed until a copy of the Corps of Engineers Public Notice for this project is
received at the DWQ Central Office in Raleigh. No action is required on your part regarding the notice. The
Corps of Engineers will forward the Public Notice to this Office when it is published.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
Cyndi Karoly
CBK/ljd
Enclosure: PCN Application return
cc: File copy
Wal Mart (Craven) Hold for Applicant Contact
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.enr.state.ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
DWQ# 2-y* 00-47-- Date l OIL Who Reviewed: C'y Cki
Plan Detail Incomplete '
Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes on the site plan. pj&_? A -OL
? Please indicate all buffer impacts on the site plan. C" A 4W
Please indicate proposed lot layout as overlays on the site plan. I it = r70 e
? Please indicate the location of the protected buffers as overlays on the site plan.
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as.settirecl-?:? ^.1^12?
Please provide detail for the stormwater management practices
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing , via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
C G 1P aC 8 i ! iQW
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Walmart Stores Inc.
2001 S.E. 10th Street
Bentonville,Arkansas 72716-000
DWQ9 06-0042-Havelock
A. ;signature
x ?
A /Z t ?
B. fjejeive!P oy (P, 1 I P19W
D. IiAellveryaddre /different Item 1? ? Yes
,-'1rYES enter deliVerv add ? No
c' '` CC t 1 LU Q ?` cp
3. ice Type I
Certified Mail ? Express Mall
Registered Aq Return Receipt for Merchandise
? Insured Mail 0 C.O.D.
4. Restricted Delivery? f&ft Fee) ? Yes
2. Article Number 7005 1160 0000 9954 8591
(Dansfei from service labeO
j Ps Form 3811, February 2004 Domestic Return Receipt 102595-02-rot-1540;
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
?_-U?
PROJECT REFERENCE N0. SHEET N0.
Sig-1
F OPERATI N TABLE DETE T R INSTALLATI N OP 2070E L
A RAM IG IN D HAS P INDUCTIVE LOOPS DETECTOR PROGRAMMING
PHASE
NAL F DISTANCE d S o Ph 6 o ase ~~oo
SIG 0 0 0 0 L 1 1 2 2 0 0 SIZE FROM ~ ? ~ STRETCH DELAY Z F1 TURNS PHASE U ActUa e ~ooP ~ t
FACE A + + + + 3 4 (FT) STOPBAR ~ F TIME TIME
S 5 6 5 6 H Hv aeoc US7 0 ose L o S m F o ste I~ , y
.--'e r ~R' IA 6X40 2-4-2 0 Y I Y Y-- - - Y
2A 6X6 5 355 Y 2 Y Y-- - - Y
21 R R G G R R Y 28 6X6 5 355 Y 2 Y Y-- - - Y
R R Y 22 R R G G NOTES
3A 6X25 2-4-2 0 Y 3 Y Y-- - - Y
+ 31 R R R R G R R 02 6 36 6X25 2-4-2 0 Y 3 Y Y - -DELAY 10 Y I. Refer to "Roadway Standard Drawings NCDOT" dated
32 R R R R G R R
-4- 0 Y 4 Y Y - - - - Y January 2002, "Standard Specifications for Roads 4A 6X40 2 2 , and Structures dated January 2002 and all applicable
41 R R R R R G R r 46 6X40 2-4-2 0 Y 4 Y Y - - - - Y sections of the latest version of the eneric ro ect 9 P J
R R R G R 42 ~ R R -4- 0 Y 5 Y Y - - - - Y special provisions. The PSP can be accessed at the 5A 6X40 2 2
r ~ ~ -R- following webslte:
51 -R- 58 6X40 2-4-2 0 Y 5 Y Y - -DELAY 15 Y 'htt s//www.doh.dot.state nc.us/ reconstruct/traffic/tmssu/ws/defoutt.htm' D
61 R G R G R R Y 6A 6X6 5 355 Y 6 Y Y - - - - Y 2. Do not ro r m i p g a s gnal for late -night flashing operation
02+5 03
R R Y 62 R G R G 66 6X6 5 355 Y 6 Y Y - - - - Y unless otherwise directed by the Engineer.
7 6X6 5 105 Y - - - - Y - - Y 3. Phase I or phase 5 may be lagged. S
S8 6X6 5 105 Y - - - - Y - - Y 4. The order of phase 3 and phase 4 may be reversed.
L FA E I . D . NA C IG 5. Set all detector units to presence mode.
Denotes L.E.D. ~ 6. Locate new cabinet so as not to obstruct sight distance
as of vehicles turning right on red.
7. Maximum times shown in timing chart are for free-run
4 R R 01+~ 0 R operation only. Coordinated signal system timing values
Y 12" Y 12" , shall supersede these values.
Y
12 12„ ~ 8. Closed loop s stem data; Controller Asset - 0873. y 0
G G G
II 21 22 0
51 32 42
+ 31 61 01 5 r _ - - ~ METAL POLE ELEVATION DATA a
62 41 GROUND ELEVATION CROWN ELEUATION ATTACHMENT POLE
~ POLE NUMBER cL ~ AT POLE BASE AT SIGNAL HEAD HEIGHT HEIGHT
~ y
PHASING DIAGRAM DETECTION LEGEND ' Q MSP-I 30.0' 30.5' 2$' 30'
4 ~v
M VEMENT H DETECTED 0 ~ ~ MSP-2 r 27.5 30.4 33 35 5BgBq
UNDETECTED MOVEMENT (OVERLAP) 00
~ u >'~1SP-3 29.5' 0' _ ~ 30.5 28 3
T~ =~~5~ r;~.- . i.-l._'_.~,.,.. x , .':?~~~°-~t~~ x- n"-'--cam.. ~i ~ J:._ ~.~T.~~:: ,?.-.f.-rT~r . s- i -r-, ~,z 7 ~ UNSIGNALIZED MOVEMENT - . - ~ . - ~ . - _ . ; , - _ Tai T-' ~ 3w
~ PEDESTRIAN MOVEMENT MSP-4 28.0' 30.4' 33' 35'
MS °I of MSP ~3
Std.,'Case •S30H1 •S30HI ~ - Std. Cose 'S30H1
_ _ - _ 50 Mph 0% Grade
US 70 31 32 --Q--------------
P.S. - - ~ - - - - - - - - - - - P.S. 62
i E-- 66
- 61 ~ - - - - - - - - -
~ 6
- II 1 A ~ -
~ - - ~ -
- T 51
- - - - ~
S7 - - 21 - - - - - - - - - - -
- ~ SS
B 22 _ P.S.
P.S. - - - - - - - - ~~~L___-____.-___1L___-___ _ 42 41 US 70
0% Grade 50 M h LE END
P
MSP #2 ~ MSP 4 PROPOSED EXISTING 6 ~ :
Std. Case #S35H1 CHI Std. Case S35HI 0--? Traff I c S l gna I Head H
p-~ Modified S i gna I Head N/A
6
T R A MIN T 7 ~ Sin ~ 9 ~ ,
Pedestrian S i gna I Heod
PHASE M h Service Road 25 p W I th Push Button B S I gn
FEATURE t 2 3 4 5 6 0% Grade a--- Si nal Pole with Gu
METAL POLE & STOP BAR LOCATIONS NS ) 9 Y 0--i .
Min Grsen 1' 7 14 7 7 7 14 NOT TO SCALE ALE ~ Seal Pole with Sidewalk Guy
Extension 1 ' 2,0 6.0 2.0 2.0 2.0 6.0 12' 24' O Inductive loop Detector C - ~
Max Gres, 1 ' 15 120 30 30 15 120 I N I D Contro I I er ~ Cab i net ~Xy
PR SED EXISTING .
Ysllow Clearona 3.2 4.8 3.2 3.2 3.2 4.8 C Junction Box ~
mnce 2.2 1.0 3.1 3.3 2.4 1.0 ~ 10. _ Red Cleo 30 _ - - - - - - 2- i n Underground Conduit - - - -
23` _ - - - - ~ - Walk t A Left Arrow ONLY Slgn lR3 JL1 N/A Right of Wa with Marker
Y
Don't Walk 1• - - - - - Combined Through and Right ~ D i rect i ona I Arrow ~ B Arr w i n I R- _ o Sg 36R1
- - 20' - Seconds Per Actuation ' - 1.5 - - - 1.5 Pavement Marking Arrow
i 40 Meto I Strain Po I e
Mox Variobk Mitwl' - 40 - - -
• - 15 - - - 15 - Time Before Reduction = Nwln a ain e st t o
Time To Reduce ' - 30 - - - 30 _ ~d jur. SEAL
U 70
a Minimum Gap - 3.0 - - - I 3.O - - 23' - - - w rte, at ~
N RewllMode - NIN RECALL - - - f~IN RECALL _ a \0 i
- YELLOW N Vehicls CaIlMemory - YELLOW - - 15' 16' • Wa mar En ~ ~ t trance r ice R a ~ ev o P ~
w ~ H A t .Q
w Duol Enfry H a 4 ~ p ~ Divisioc 2 Cravert Count Havelock ~ 0 o~ ~ 4 5~ ~ G
z Simultaneous Ga ON ON ON ON ON ON 16' p 29 4 ~ Q
N O b61N d Grom`e~ PLAN DATE: D@C 2006 REVIEMEO 8r: D.J . Darlt ~ 0
~ w 'Thew values may be field adjusted. Do not odjud Min Green and Extension times for phases 2 and 6 lower than lYZ 11LlicD~o~St R XC 276f[i PREPARED 8Y; RKA PROJ. NO.t H.M. Surti 04029 040 Associates, inc.
~ what is shown. Min Green For all other phases should not be lower than 4 seconds. _ SCALE REVISIONS INIT. DATE O - ?rorborkibn EaOlnw~
ruts 0 40
N 642 YN= Offtileedldark* AVwggAC6AD? - - - - - - - - - - - - - - SIGNATURE DATE
N 6F UJ 6-1 .6-1 LA H H r?at-ewar«nwoe-" it_ ' - - - - - - - - - - - - - - - - - - - -
N6?6F N b1 64 HH4F 1 '4O - - SIG. INVENTORY NO. 02.0813

PROJECT REFERENCE N0. SHEEi N0.
ED IM DEL EL NF LI T MN IT R Sig-2
1. To prevent "flash-conflict" pro ict" problems, insert red fla h
P MM N E IL WD ENABLE ro rom I p g b ocks for oil unused v s
the output file. The installer unused vehicle loud switches in
SW2 (remove jumpers and set switches as shown) nstaller shall verify that si nal 9
heads flash In accordonce with OPTIONS Ice with the Si nal Plans. 9
ON A H A H K- P A T
RF 2010 2• Ensure that Red Enable is activ OFF ON is active of all times Burin LOAD 9
REMOVE DIODE JUMPERS I-5, I-6, 2-5, and 2-6. RP D 1 SABLE norms I operation. To prevent R~ ~revent R SWITCH N0. S1 S2 S2P 33 Sq ed Fo I I ures on unused S4P S5 S6 S6P 7
wD 1.0 SEC monitor channels tie unused re~ S S8 S8P mused red monitor inputs 7,8,9,10,
SW3 GY ENABLE 11.12 ~ 13 ~ 14 ~ 15 & 16 t ' PHASE 1 2 2 q load Switch AC+ per the cabinet PEO 3 4 5 6 g
0 0 load swl A POLARITY , , manufacturer s Instructions. PED 6 p 7 8 ED PED
0 0 YEL TIME-1 ions . s1cNAL
~ ~ ~ ~ ~ ° o~ ao ~ m ~ v c~ N YEL T I ME-2 ~ ~ ~ ~ ~ :.o ~o ~ YEL TIME-3 3. Pro ram h HEAD ND, 11 21.22 NU 31 32 22 41 42 62 NU 51 42 61.62 NU NU NU NU
g p oses 2 and 6. on the I ~ ~ o 0 on the controller unit, for RED 128 116 116 101 101
Start Up In Green. 134
~ N N N N N N N N N N NO NON N ENABLE ~ W
N ~ ~ 1 co ~ v ~ ~ ~ o ~ ^ ~ ~ YELLOM DISABLE ~ 4 • Enab I e S i mU I toneous Gap-Out. on YELLOW 129 117 117 102 102
~2 ~ c Q ~ ~ ~ ~ ~ ~ ~ , ~ c~ c~ ~ M ~ ~ c~ c~ ro M ro ~ ~ 0 9 00 10 ~ 0 3 un ~ t~ for a l l phases. -Out, on the contro I I er i35
a ~ 4 GREEN 130 118 118 103 103
~ ~ ~ ~ ~ ~ ° a' r. 010 0 0 2 0 o W4 SSM 136
I'1 P7 P9 i i i ~ i i ~ i ~ i ~ ~ L~ S a a p ~ ~ ~ a ~ ~ 5. Progrom phases 2 and 6, on the ~ 0 ollooso ~6 , on the controller unit, for RED
a ~ ~ ~ ~ ~ a N o W Variable Initial and Gap Reduct' , ~ ~ ~ c ao ~ co 012 0 0 4 ~ ~ 7 ARROW 125 p Reduction. 131
0 z G ~N+ ~ .N.. 1I1 Ifl Ifl 10 LL) IC> In IC! IfJ u~ Ifl - 8 YELLOW
LL N ~ ~ 01s o 0 5 0 6. The ca i Z ~ ~ N ~ o b net and contro I I er are G ARROW 126 117 102 I er are art f 132 132
ENABLE ~ 0 ~ ~ ~ ~ ~ ~ ~ ol4ooso Closed Loo p o the Havelock US 70
u co co co co co co ~ co co co p S gnOl System. N f"1 a' O t0 9 em. BEN 127 AR1tow 118 118 103 103 133 1 33
~ ~ ~ ~ ~ N ~ 0150010 10
o 0 0 0 o n ~ n n r. n n n n 11 0160080
O N f'9 •t LL1 cD c0 IA v ~ N O W 12 ~ ~ ~ ~ ~ ~ c S 5 SSM
o~ o~ P o~ ~ c~ ao ~ ~ ~ ~ ~ ~ ~ 13 ao ao ro ao ao ~ ao 14
FF
c 15 COMPONENT SIDE 1 NU =Not Used
6 M M T
REMOVE JUMPERS AS SH WN _ 0 ¦ - DENOTES POSITION CONTROLLER .............CONTRA(
OF SWITCH .CONTRACTOR SUPPUIED 2070E
NOTES: CABINET „,....CONTRA( .CONTRACTOR SUPPLIED 332 (EXTEND ED)
SOFTWARE •....•,•,....,ECONO ' L, .ECONOLITE OASIS
1. CARD IS PROVIDED WITH ALL DIODE JUMPERS IN PLACE. REMOVAL CABINET MOUNT..•.• „ BASE .BASE
OF ANY JUMPER ALLOWS ITS CHANNELS TO RUN CONCURRENTLY. OUTPUT FILE P T OSI IONS..12 .12
LOAD SWITCHES USED•....S1,S2~~ . MAKE SURE JUMPERS SEL1-SECS ARE PRESENT ON THE MONITOR BOARD. .S1,S2,S3,S4,S5,S6
PHASES USED......,.•...1,2~3~~ .1,2,34,5,6
OVERLAPS...,,,.,••....,NONE .NONE
I E LAY T
(f~ INPUT FILE CONNE VECTION & PROGRAMMIN
CTION G CHART
1 2 3 4 5 6 7 8 9 10 11 12 1 3 14
LOOP INPUT PIN INPUT NPUT FULL
1 2 s 3 4 s s s s s s LOOP NO. DET ~ ~ ~ ~ 3 ~ SYS FS ASSIGNMENT L L L L TERMINAL FILE POS. N0, DETECTOR NEMA STRETCH OELAY IGNMENT CALL %TEND T[ME N0. PHASE TIME TIME
U ~ FILE o 0 o N0, lA 2A T 3A 36 4A S7 r T r T r oc N0, DELAY
IOIATOR lA TB2-1,2 I1U 56 18 II II E E E E E E E A 18 1 1 Y Y THIS ELECTRICAL DETAIL IS FO
2 M 4 SYS M M M M M M ST 2 TB2-5,6 I2U 39 1 NOT p NOT NOT p p p p P P i 2 2 Y Y THE SIGNAL DESIGN; -
L T 2B TB2-7 8 USED USED USED T r T T T T OC ~ I2L a3 5 02 0873 5 12 2 Y Y ,
2B Y 4B S8 Y Y Y Y Y Y LATOR 3A TB4-1,2 14U 47 9 DESIGNED. Deo 2005 9 22 3 Y Y
38 TB4-5,6 I5U 58 2 SEALED: 2e 3 3 Y Y ID
s s s s s s s s s s 0 ~5 ~6 ~d5 s U L L L L 4A TB4-9,10 I6U 41 3
FILE T o 0 0 0 3 REviSEO: 4 4 Y Y
5A 6A 5B T T T T 46 TB4-11,12 I6L 45 7 II II E E E E E E E E E E E 5A TB3-1,2 J1U 55 17 7 14 4 Y Y
N T ~6 M M M M M M M M M M M O p NOT p P P P P P 56 TB - i7 5 5 Y Y
~ ~ T P P P p 51,2 J4U 48 10 SED USED T T T T T T T T T T l0 2s 5 Y Y 15
66 Y Y Y Y Y Y Y Y Y Y Y 6A T63-5,6 J2U 40 2 2 6 6 Y Y
6B T63-7,8 J2L 44 6 6 16 6 Y Y
EX. ; lA, 2A, ETC. = LOOP NO.'S FS = FLA S7 SH SENSE T66-1,2 17U 65 27 , 27 34 SYS
ST =STOP TIME S8 T66-3,4 17L 7 4 B 0 40 44 SYS
INPUT FILE POSITION LEGEND fON LEGEND: J2L
FILE J
SLOT 2
LOWER
New Installation
r ELECTRICAL AND PROORAMMINt;
tlh oBTAtLS FoR SEAL
µ N M US 7 0
k N W at ~
a w N ~o .d r,,,, y
N M Walm ~ ~ art En r t an ce S r e vice Road P ~ ~
Z ~ tll U' wo ~ ~ ~
aww M~~ Divis>.oe 2 Cra ~ verl Court Havelo ~ ~ ck ~ ~
w a Ur ~a~ ..w PLAN pA1E; Q Ramey Kenep 6 Dec 2005 REv1E~E0 Br: D,J. Darit ~
~wQ ~nv+z NMI Asso ' lac. + ~ .o PREPAREp Br; H,N, $Urtl RK~ PROJ, N
NAW NNV1 6R tr ~ ~nr~ro?o~~u..o 4. `e D 04029 040 ~ 6~ ti5~ REYISIDNS INIT, DATE ~
N N (R d1 A iR ~ M~ 1 ~1+~ ~ ~,aM ~v~ooc eMOr !21 N. AfcDr.r/ ~ ~.Md. NC 27603 - - - - - - - - - - - - - - - - -
NNVF sre~.t.~ . nee~rr.s.e
w~~ SIGNATURE DATE
- SIG. INVENTORY NO. 02.0873
_

PROJECT REFERENCE N0. SXEET N0.
CAP-1
INSTALL REA, PE - 22, SHIELDED,
Ql TWISTED PAIR COMMUNICATIONS CABLE
SIG CABINET FOUNDATION LEGEND
INSTALL REA, PE - 38, (FIGURE - 8) SHIELDED, 35 REMOVE EXISTING CAB ~F. o. ~ NEW FIBER OPTIC COAAMUNICATIONS GBLE
Q TWISTED PAIR COMMUNICATIONS CABLE
36 INSTALL CCTV CAMERA CAMERA ASSEMBLY TWIST. PP. ~ NEW TWISTED PAIR COMMUNICATIONS CABLE
Q INSTALL REA PE - 39 (UNDERGROUND SHIELDED, ~ex~sr. ~ ~(~STING COMMUNICATIONS CABLE
TWISTED PAIR COMN~UNICATIONS CA~LE 37 INSTALL CCTV CAMERA CAMERA WOOD POLE
PREM. D(ISTING COMMUNICATIONS CABLE
TO BE REMOVED
Q INSTALL SMFO CABLE 38 INSTALL CCN CAMERA CAMERA METAL POLE AND FOUNDATION Nov AERIAL GUY ASSEMBLY
Q INSTALL MMFO CABLE 39 INSTALL JUNCTION B Q INSTALL FIBER OPTIC DROP CABLE 40 INSTALL OVERSIZED JU Qj INSTALL TRACER WIRE 41 REMOVE EXISTING JUN
ION BOX ~ ' ~ ' ~ NEw coNnuir
~ ~ ~ EXISTING CONDUIT
IZED JUNCTION BOX -D D NEW DIRECTIONAL DRILLED CONDUIT
-B 8 J- NEW BORED AND JACKED CONDUIT
VG JUNCTION BOX Q NEw JUNCTION eox
EXISTING JUNCTION BOX
> POLE o NErv wood rope
08 TRENCH 42 INSTALL WOOD POLE
• IXISTING WOOD POLE
SIG WOOD POLE SO NEW AERIAL SPLICE ENCLOSURE
09 INSTALL PVC CONDUIT 43 REMOVE EXISTING WO 10 INSTALL RIGID, GALVANIZED STEEL CONDUIT
44 INSTALL AERIAL GUY A 11 INSTALL RIGID, GALVANIZED STEEL RISER WITH WEATHERHEAD 45 INSTALL STANDARD G 12 INSTALL RIGID, GALVANIZED STEEL RISER WITH FIBER OPTIC CABLE SEAL 46 INSTALL SIDEWALK GU 13 INSTALL OUTER-DUCT POLYETHYLENE CONDUIT 47 INSTALL MESSENGER C 14 INSTALL POLYETHYLENE CONDUIT 48 REMOVE EXISTING CO ~5 DIRECTIONAL DRILL CONDUIT 49 REMOVE EXISTING CO 16 BORE AND JACK CONDUIT 50 INSTALL TELEPHONE SE INSTALL CABLE STORA 17 INSTALL CABLE(S) IN EXISTING CONDUIT 51 100 FEET OF CABLE GUY ASSEMBLY ~ Nfl" "~T'4L POD
Q IXISTING METAL POLE'
BARD GUY ASSEMBLY NEw CCTV CAMERA ASSEMBLY
NEW STANDARD GUY ASSEMBLY
ALK GUY ASSEMBLY ~J NEw SIDEWALK GUY ASSEMBLY
LAGER CABLE ~ d NEW CABLE 5TORAGE RACKS (SNOW SHOES)
EXISTING CONTROLLER AND CABINET'
~y
NG COMMUNICATIONS CABLE AND MESSENGER CABLE [sue EXISTING SPLICE UBINEGENCLOSURE
05 NEW SPLICE CABINELENCLOSURE
NG COMMUNICATIONS CABLE sr SIGNAL POLE
IONS SERVICE XX-X100( SIGNAL INVENTORY NUMBER
STORAGE RACKS (SNOW SHOES) AND STORE CONSTRUCTION NOTE SYMBOLOGY KEY
ABLE Q INDICATES NUMBER OF CABLES, LOOPS, ETC.
52 INSTALL DELINEATOR !V 18 INSTALL CABLE(S) IN NEW CONDUIT ATOR MARKER
INDICATES NUMBER OF FIBERS PER CABLE,
OF COMMUNICATIONS CABLE TWISTED PAIRS PER CABLE, ETC.
19 INSTALL CABLE(S) IN EXISTING RISER 53 STORE 20 FEET OF CO 20 INSTALL CABLE(S) IN NEW RISER 54 LASH CABLE(S) TO EXI 21 INSTALL CABLE(S~ IN EXISTING CONDUIT STUBOUTS 55 LASH CABLE(S) TO EXI 22 INSTALL NEW CONDUIT INTO EXISTING CABINET BASE 56 LASH CABLE(S) TO NEV (USE EXISTING CONDUIT STUB-OUTS WHEN AVAILABLE)
TO EXISTING SIGNAIiCOMMUNICATIONS CABLE ~ INDICATES NUMBER OF RISER(S)/CONDUIT(S)
TO EXISTING MESSENGER CABLE ~ INDICATES DIAMETER OF RISER(S)/CONDUIT(S) (INCH)
TO NEW MESSENGER CABLE
- NUMBER NUMBER OF
VG ELECTRICAL SERVICE OF FIBERS?WISTED PAIRS
23 INSTALL NEW RISER INTO EXISTING CABINET BASE 57 MODIFY EXISTING ELE (USE EXISTING CONDUIT STUB-OUTS WHEN AVAILABLE) CABLE(S)
O 58 INSTALL NEW ELECTRI 24 INSTALL NEW CONDUIT INTO EXISTING POLE MOUNTED CABINET ELECTRICAL SERVICE
25 INSTALL NEW RISER INTO EXISTING POLE MOUNTED CABINET XX XX
O TERMINATE COMMUNICATIONS CABLE ON EXISTING TELEMETRY
26 INTERFACE PANEL IN TRAFFIC SIGNAL CONTROLLER CABINET
XX XX
2~ INSTALL NEW TELEMETRY INTERFACE PANEL IN
TRAFFIC SIGNAL CONTROLLER CABINET
28 INSTALL INTERCONNECT CENTER, PATCH PANEL, JUMPERS,
AND FUSION SPLICE CABLE IN CABINET
NUMBER DIAMETER
29 INSTALL UNDERGROUND SPLICE ENCLOSURE
OF OF
RISER(Sy~ONDUIT(S) RISER(SyfCONDUIT(S) (INCH)
30 INSTALL AERIAL SPLICE ENCLOSURE
M ~ ~ SEAL
31 INSTALL POLE MOUNTED SPLICE CABINET
~ ~ CONSTRUCTION NOTES ~y c,~~o~
32 INSTALL BASE MOUNTED SPLICE CABINET ~~P~~J
5~, Division 02 Craven Count Navelock Fv L
33 REMOVE EXISTING SPLICE CABINET Rey ~p 6 ~4jIM~~ PUN OAiE: NOV ZOOS AEVIENED BY: D.J. Dflf It e O~
~ly~, ~ K~w~. FoYil4NC ~1 FAEPAf1ED Br; J. Bf 811 NIlA PNOJEC7: O4OZS 04~
~nr°'~ uuE PEVI S:CNS INIT. OA~E
134 I INSTALL CABINET FOUNDATION
I u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ua-~ ww ~m»rc aeov NONE
MONT-" farmom-SK - - SIDNATURE DATE - - - - - - - - - - - - - - - CADD FILE NAME: havelockcable.dgn

PROJECT REFERENCE NO. SHEET ND.
CRP•3
US 70 AT WAL~AART EN{pANCE
s~~. ~ o2~e~3 DATA PORT Notes: AP ORT
1RANSC9VER
Unused fibers left coiled and stored in splice troy. xx~ N N
Unused Buffer Tubes IeR coiled and stored in splice tray. F
LEGEND
X = FUSION SPLICE
= EXISTING CABLE
TWEIA~R bggD.,Ee, 6 FIBER DROP CABLE
' CABIE 4
(1 BLUE TO 02-0873 373 a
3 ORANGE 6
3 GREEN
4 BROWN
5 SLATE
6 WHITE i
z ~
BLUE BUFFER TUBE ~
' BIDE BUFFER TUBE
TO
02-0672 TO
01-0421
ORANGE BUFFER TUBE
ORANGE BUFFE R TUBE
NEW UNDERGROUND SPLICE ENCLOSURE
.OSURE
IN NEW JUNCTION BOX
FIGURE) OF 1
~m.d a o~. o~ aF
Ramey Kemp fy
Associates, Inc.
~o~aaq~ eprn.~
a~a~or e : ~m~" awr
suo
SEa~
lce e a~ ~ ~o
»y, • P ~ ~ ~ ~
rr ' + D1V1 ~ ~ si siotl2 Craver ~ ,y t Count H ~
asagen~~ PAN auelock L DATE: NOV ?DD5 REVIE y: ~ G
tnxrs~ wEDa D,J, D Q 'R~~ 27f4 PREPARED Y: arlt C~
_ a J, Brvarl RKA PAf1.i un , ~.0
I ~~w SCALE AEYIS IONS utu I NI c T. U4u
. DATE
NONE _ C~
- - - - - - - - - - - - - - - SIGNATURE DA T JE
CA00 FILE NAME; hovelockcable.

US 70 WEST BOUND LANES
FENCE
US 70 EAST BOUND LANES EXISTING UNDERGROUND NCDOT
FIBER OPTIC CABLE -�
—EXI EXI_EXI
EXISTING UNDERGROUND NCDOT
FIBER OPTIC CABLE TO 02-0672
EXISTING NCDOT JUNCTION BOX
TO REMAIN IN PLACE
Ell ��EXI �� EXI •�.-� EXI
1V4 6
� BOND TRACER WIRE TO
EQUIPMENT GROUND BUS
ZZ 28
53
FUTURI
1540'- TO 02-0421
EXI�EKI�EXI��EXI����EIII Elt
300'-+
ISTING UNDERGROUND NCDOT
./JER OPTIC CABLE
i fb
EL—f0F0
\ EKI��EXI-�.��EXI��-EXI��Ex1•.��.EX1��EXI��[XI��EKI EXI����
- _ = L =!.
1 I/ 4 \1 12
7
NOTE 1:
REMOVE EXISTING JUNCTION BOX. 1 8
PULL FIBER OPTIC CABLE AND EXTEND CONDUIT TO NEW JUNCTION BOX
LOCATION (SEE NOTE 2). THIS WORK IS TO BE PREFORMED PRIOR TO 9 18
CONSTRUCTION OF RIGHT TURN LANE AND ACCESS TO SERVICE ROAD.
CONTRACTOR TO ENSURE THAT EXISTING CONDUIT AND CABLE IS BURIED
MINIMUM OF THREE (3) TO AVOID BEING DAMAGED BY CONSTRUCTION.
COORDINATE ALL WORK WITH NCDOT.
PI
msklu
7p�
PROJECT REFERENCE NO.
- -- .-- -
US 70 WEST BOUND LANES
US 70 EAST BOUND LANES
E:I-- EXI --- EXI EXI��EXI� EKI• 'EXI��EXI��EXI—EX1��.
EXISTING NCDOT JUNCTION BOXLEXISTING UNDERGROUND NCDOT
TO REMAIN IN PLACE FIBER OPTIC CABLE TO 02-0421
SERVICE ROAD
*o
N
OC
L4
NOTE 2:
CUT EXISTING FIBER AND CONDUIT AT THIS POINT.
INSTALL NEW JUNCTION BOX OUTSIDE CONSTRUCTION AREA
AND PREFORM WORK AS INDICATED IN NOTE 1.
t1.pmaaatqr&w cf.
Ramey Kemp &
Associates, Inc.
rte, &WMV.
40-A WA* A &ft Mfto%&C a�o7
OWNr-era fm owes-$"
SEAL
SHEET NO.
CRP -2
- Cable Routing Plan
c , f
Division 2 Craven C`Sig
ount Havelock
'ya-vag$000 PLAN DATE: Nov 2005 REVIEWED BY: D.J. Davit Q?,122 X A&Douwa SE., Ralsigk NC 27603 PREPARED BY:, Bryan RKA PROD . No.: p 4029 0 4 0 �
SCALE REVISIONS
5E
O 40 INIT. DATE
~--,E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1 d=40 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SIGNATURE DATE
CADD FILE NAME: havelockcable.agn

01.
6-1
.64
w
a
a
w
M
z
of ca
� o
dF W fR
iR 64 iA
iR iH iiF
w v+ a►
k
V) +++ z
N(RW
401- *-�.
4W *44-404.
OF "N►
N 404,401,
(1► fA V►

N
N
N
N
N
«
«
N
N
N
«
«
N
«
z
w c�
No
NNN
« «N
40.
NN
^ N
I—NQ
In N
r
60-
4w
« W
« N to
« N
W U> 404.
N NN
N N«
N N N

PROJECT REFERENCE N0. SHEET N0.
Sig-1
LATI N TAL INS TE T R & DE
PHASING DIAGRAM TABLE OF OPERATION 2070E LOOP & DET PHASE INDUCTIVE LOOPS OOPS DETECTOR PROGRAMMING
~6 h P ase
DISTANCE ~ z S o 0
SIGNAL 0 0 0 0 F sae DKF0.0M E 1 1 2 2 0 0 wor nu+s o i ~ ° ~ i FROM ~ _ ~ W STRETCH DEUY u F Actuate u S PHASE z ~ TIME TIME
FACE + + + + 3 4 S ~fl1 sroen°n~ 5 6 5 6 H STGPBAR ~ F ~ L stem 10 ose o0 U Have oc
iF~ Z ~ y z
- - - - y
p ~ .R- IA 6X40 2-4-2 0 21 R R G G R R Y 2A 6X6 5 355 22 R R G G R Y 28 6X6 5 355 02+g 31 R R R R ~ R R 3A 6X25 2-4-2 0 3B 6X25 2-4-2 0 J 32 R R R R G R R 4p 6X40 2-4-2 0 41 R R R R R ~ R qg 6X40 2-4-2 0 ~y 42 R R R G R 5A 6X40 2-4-2 0 51 ~ -R- ~ ~R- -R- -R- 56 6X40 2-4-2 0 •2 0 Y I Y Y
Y Y - - - - Y 355 Y 2
_ 355 Y 2 Y Y-- - - Y N TES
0
Y Y - - - - Y •2 0 Y 3
Y Y - -DELAY 10 Y I. Refer to 'Roadway Standard Drawings NCDOT" dated -2 0 Y 3
_ January 2002, °Standard Specifications for Roads
-2 0 Y 4 Y Y - - - Y ~ Januar 2002 and all a licable and Structures dated y PP
Y 4 Y Y - - - - Y sections of the latest version of the generic project -2 0
_ special provisions. The PSP can be accessed at the -2 0 Y 5 YY-- - Y ,
following website.
-2 0 Y 5 Y Y- -DELAY 15 Y 'httCs//www.doh.dot.state.nc.us/reconstruct/traffic/tmssu/ws/defoult.htm'
61 R G R G R R Y 6A 6X6 5 355 02+5 03 355 Y 6 Y Y - - - - Y 2. Do not program signal for late -night flashing operation
_ _ unless otherwise directed by the Engineer. 355 Y 6 Y Y-- Y
62 R G R G R R Y 6B 6X6 5 355 57 6X6 5 105 SIGNAL FACE I.D. se 6x6 5 105 Q Denotes L.E.D. _ _ _ 3. Phase I or phase 5 may be lagged.
105 Y --Y Y
_ _ 4. The order of phase 3 and phase 4 may be reversed. 105 Y - ---Y Y
5. Set all detector units to presence mode.
U 6. Locate new cabinet so as not to obstruct sight distance
U of vehicles turning right on red.
7. Maximum times shown in timing chart are for free-run
01+6 04 ~ ~ ~ ~ II ~~4z/1110 operation only. Coordinated signal system timing values
Q ~ 72" Q t2" Q ~ I shall supersede these values.
8, Closed loop system data: Controller Asset - 0873,
0,2,- o o e1z-- ill
G G
Q II 21 22 °/I /
51 32 42
01+5 41 61 62 ~a - - - METAL POLE ELEVATION DATA -
GROUND ELEVATION CROWN ELEVATION ATTACHMENT POLE
POLE NUMBER A HEIGHT HEIGHT AT POLE BASE AT SIGNAL HE D •
MSP-I 30.0' 30.5' 28' 30'
IN DIA RATA DETE TION LEGEND Q `~II~ ~ ~j PHAS G G C
~ ~ 30.4' 33' 35' ~ MSP-2 27,5
H DETECTED MOVEMENT ~ B 48 4 o c f- UNDETECTED MOVEMENT (OVERLAP) ~ ° L ~
°o , ~ u i'~1SP-3 29.5 30,5 28 30
_ - r_,.' . _ ~ zrr Tom ~ 3 w v~
t- UNSIGNALI2ED MOVEMENT x~` '-J-r + 3~ W MSP-4 28.0' 30.4' 33' 35'
F PEDESTRIAN MOVEMENT ~ ~
MS •I MSP ~3
Std..'Case •S30HI ~ Std. Case ~S30H1
_ . _ _ _ 50 Mph 0% Grade ,C ~ ~ ~ ---Q---------------
US 70 ~ 31 32
P.S.-.------- 62 - - - - - - - - - - - P.S. ~6B
- 6
- - - - - - - - - - 61 '
~ p ' lA ~ -
51 -
- ~ - - - - - - ~ - 21 -
S7 21 - - - - - - - - - - -
SB
B - - - - - - ~ 22 22 - _ P.S.
P.S.- ---,G-- - ~ 42 41 O 0% Grade 50 Mph _ MSP •2 - US 70
LE
~ OP SED IST t MSP 4 PR O ING
' Std. Case ~S35HI
Std. Case •535HI ' p-? Troff I c S l gna I Head H
p--? hlod i f i ed S i gna I Head N/A
3B , ~ SI n ~
~ ~ 2070E TIMING CHART B ~ - - - - - TT 9
Pedestrian S i na I Head 9
Service Road With Push Button d Sign Iph
FEATURE ~ 2 3 4 s s 25 IAph •ade 0--) Signal Pole with Cuy ~---1
METAL POLE & STOP BAR LOCATIONS 1 / 0% Grode ~ Sic,~l Pole with Sidewalk Guy
Min Grwn 1• 7 14 7 7 7 14
~„~;o~ ~ • 2,0 6.0 2.0 2.0 2.0 6.0 NOT TO SCALE 12' I 24' O Inductive loop Detector C -
Mme G~.n 7 • 15 120 30 30 15 120 INID ~ Contra I I er b Cab I net ~Xy
PA POSED EXISTING Junct ~ on Box M
Yellow Cl~arancs 3.2 4.8 3.2 3.2 3.2 4.8 I -
R~d Clwrona 2.2 1.0 3.1 3.3 2A 1.0 ~ ~ ~ 10' u ~ - - - - - - 2- i n Underground Conduit - - - - A left Arrow ONLY Slgn fR3-JL I A
- - - - -23. 30' N/A R i t of Wa with Marker 9h Y
Walk N - - Combined Throu h and Right ~ D i rect i ona I Arrow ~
DonY Walk T - - - - - - . g B Arrow S i n (R3-6R l g Pav ment Irlork i n Arrow
S~condt hr Aclua~ion ' - 1.5 - 1.5 - - Z~I e g
Meta I Strain Po I e
Mmc Vadoble InAiol• - 40 - - 40 -1 alla i n New Inst t o
Tuns Brian R~ducNon ' - 15 _ 15 ~ ~ -
Tm~ Te R~dua • - 30 - - - 30 - ~ SEAL 70
•1 u.d S~'b 0 ~ N fy
Minimum Gop 3.0 - - - 3.0 - - 23' at ~ ~ 0 . y
p~g~ - MIN RECALL - - - MIN RECALL ~ ~ - G ice oa ~ W r En rance erv a mat
~ . ~ ~ \P' ~ (
Vahiel~ CdIANmay - YELLOW - - - YELLOW IS' ~ 116' V1• ! ~ J .0
Dual 6dry _ ~ ~ o Crav o not Havelock ~ 0 4 Division 2 e Co ~ ~ ~ ? S Q
SimultaMOUa Gap ON ON ON ON ON ON 16' ~d e~ti PLAN DATE: Dec 2005 REVIEMED Br; D.J. Davit ~ Geo~? 0
29' .N.. KCntQ 132 MMcDnrwRSt,Ralri~A,NC 21603 PREPARED Br; H. S~rtl RKA PRDJ 0 • 04029 440
• Thin vduu may M f»W adjwMd. Do not odjmt Min Groan and 6Mnion tima~ for pFns~s 2 and 6 lover thon - A1S0'C1Qf'Bi~I11C' SCALE REV151D1d5 INIT. ~ DATE 0
~ 4' whole Shawn. Min Gn~n for all otFi~r phow should not M bwa Nwn 4 c~wnds. rnponpp+ Enprnw~ 0 40
} N z 4W-A O.Marko ftw^Kf _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SIGNATURE DATE
VI N W dl (A V1 ER V1 ~ pM w*?/ (W08-m 1 n = 4 0 t - - - - - - - - - - - - - - - - - - - - - - - - SIC. INVENTORY NO. 02-0873
N M k N616T H(R /R

PROJECT REFERENCE N0. SHEET N0.
Sig•2
TMNITR NFLI 1 E L EDIMDL
1. To prevent "flash-conflict" ~nflict" problems, insert red flash
L N r r R m I II unused vehicle load switches in
WD ENABLE p og a b ocks for a l l unuse~
the out ut file. The instal P e installer shall verify that signal
(remove jumpers and set switches as shown) heads f I ash i n accordonce w i sw2 OPTIONS dance with the Signal Plons. IN - L HEA D H K P
ON ~ U H ART
RF 2010 2. Ensure that Red Enable is ac le is active at all times during Joao
OFF ON RP A normal o eration. To reven SWITCH N0. S1 S2 S2P S3 S4 S4P S5 S6 S6P S7 SS S8P o prevent Red Failures on unused
V I MP R I- I-6 2-5 and 2-6. D I S BLE P p REMO E D ODE JU E S 5, , wD 1.0 SEC monitor channels, tie unused e unused red monitor inputs 7,8.9.10, PHASE 2 4 s 8
CY ENABLE 11,12,13,14,15 8. 16 to I oad 1 2 P 3 4 5 6 ~7 8 to I oad switch AC+ er the cabinet ED PED PED PED
o SW3 ~ , A POLARITY m n f t r r P
a u ac u e s Instructions. 0 0 YEL TIME-1 uct i ons. SIGNAL 11 N HEAD N0. 21,22 U 31 32 22 41 42 62 NU 51 42 61,62 NU NU NU NU
co ~ •r ro N ~ o YEL T I ME-2 ~ 0' !q n cD If1 ~ C~1 N
~ ~ ~ ~ .;o :.o ~ ~ YEL TIME-3 3. Program phases 2 and 6, on tl 6. on the contro I I er unit. for REO 128 lis ils 10 101 1 134
o o Start U In Green.
~ ~ ~ ~ ~ ENABLE ~ ~ N N N N N N N N N N NO No N N W YE~~Ow 129 117 117 102 102 135
o = 0 1 Gap-Out, on the controller
°C ~ ~ c0 I[! ~ c''1 N O YELLOM DI6ABLE F 4 . Enab I e S i mU I taneous Gap-Out + V ~ er I ~ I I , I I I I I I I I ~ .
~ ~ c~ M ~ c~ ~ M ~ ~ ~ 0 9 00 10 C7 3 un I t, for o I I phases. . GREEN 130 118 118 103 103 136
v ~ co a ~4 ~ ~ ~ ~ ~ ~ ~ P o ^ ~ ~ 01000 2 0 o SW4 $$M
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ O 5 5 Pr r m o ~ ~ ~ ~ ~ ~ p ~ ~ og a phases 2 and 6, on tl p ollo0 30 6 , 6. on the c ntro I l r un i t, f r REO 125 0 8 0 ARROW 131
~ a ~ W Variable Initial and Gap Reds Gap Reduction.
N N N N ~ ~ ~ ~ ~ ~ ~ ~ I I , a12oa 4 o Z YEt.LOw 126 7 ARROW 11 102 132 132
LL 013 0 0 5 0 6. The cabinet and contro I I er al roller are port of the Havelock US 70
Z ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ° o~ w ~ ENABLE GREEN 127 118 11 ystem. ARROW 8 103 103 133 133
p ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o1a oo s o C I osed Loop S I gno I System. u ~ m co m o co co co co co ~ 9
N c"1 ~ ~ m 015 0 0 7 0 ~ 10 ~ C7 N
0 0 0 0 0 0^ ^ ~ ~ n n 0160080 11
12
O N f7 'C cD t0 1~ a' M N O SW5 SS M
P a~ v~ a~ c P o~ a~ o ao 0 0 0 0 0 14
FF 15 0 NU =Not Used
COMPONENT SIDE 16 AIN
REMOVE JUMPERS AS SHOWN ~ DENOTES POSITION
CONTROLLER .............CON OF SWITCH ....CONTRACTOR SUPPLIED 2070E
CABINET ...............CON NOTES: ....CONTRACTOR SUPPLIED 332 (EXTENDED)
SOFTWARE ..............EC01 ....ECONOLITE OASIS
1. CARD IS PROVIDED WITH ALL DIODE JUMPERS IN PLACE. REMOVAL CABINET MOUNT.....,....BASI ....BASE
INS..12
T Y. OUTPUT FILE POSITIONS..12 OF ANY JUMPER ALLOWS ITS CHANNELS TO RUN CONCURREN L
LOAD SWITCHES USED.....S1+' ....S1,S2,S3.S4,S5,S6
2. MAKE SURE JUMPERS SEL1-SECS ARE PRESENT ON THE MONITOR BOARD. PHASES USED............1,2 ....1,2,3,4,5,6
OVERLAPS ...............NONI ....NONE
LA
(f~ INPUT FILE CONNECT CONNECTION & PROGRAMMING CHART
1 2 3 4 5 6 7 8 9 10 11 12 13 14
LOOP NP T P N INPUT IU I I INPUT T T MA FULL DE EC OR NE STRETCH DELAY
s s s s s s s FS LOOP N0. ASSIGNMEN ~ 1 ~ 2 ~ 3 ~ 3 ~ 4 SYS TERMINAL FILE POS. N0. L L L NO. ASSIGNMENT CALL XTEND TIME N0. PHASE TIME TIME
U 0 0 N0, DELAY THIS ELECTRICAL DETAIL IS Pfl
FILE A T A B 4 ~ T T T T T ~ lA TB2-1,2 IlU 56 18 l A 2 3 3 A S ISOLATOR 18 1 1 Y Y
II II E E E E E E E ST 2A TB2-5,6 I2U 39 1 THE SIGNAL DESIGN; 02-0873 1 2 2 Y Y
~2 M ~S4 SYS M M M M M M NOT p NOT NOT P P P P P P 28 TB2-7,8 I2L 43 5 L T T T T T T T 5 12 2 Y Y DESIGNED: Deo 20~i5
USED USED USED Y Y Y Y DC 26 Y 4B S8 Y Y ISOLATOR 3A TB4-1,2 I4U 47 9 9 22 3 Y Y SEALED:
38 TB4-5,6 I5U 58 20 20 3 3 Y Y 10 REVISED;
S S S S S S S S S S S 5 ~ 6 ~ 5 L 4A T84-9,10 I6U 41 3 3 4 4 Y Y
L L L L L L L U 0 0 0 0 0 0 4B TB4-1112 I6L 45 1 1 14 4 Y Y
FILE 5A 6A 5B T T T T T T
II II E E E E E E E E E E E 5A TB3-1,2 J1U 55 17 17 5 5 Y Y
~S 6 M M M M M M M M M M M 56 TB5-1,2 J4U 48 10 NOT p NOT p p p p P P P P P P 10 26 5 Y Y 15
D T USED T T T T T T T T T T USE 6A TB3-5,6 J2U 40 2 6B Y Y Y Y Y Y Y Y Y Y Y 2 6 6 Y Y
6B TB3-7,8 J2L 44 6 6 16 6 Y Y
EX.: lA, 2A, ETC. = LOOP NO.'S FS =FLASH SENSE S7 TB6-1,2 17U 65 27 27 34 SYS
ST =STOP TIME Sa TB6-3,4 17L 78 40 40 44 SYS
INPUT FILE POSITION LI 'OS[TION LEGEND: J2L
FILE J LE J
SLOT 2 OT 2
LOWER OWER
New I~stallatio~
ELBCTRICAL AND PROGRAMMING SEAL
N N DETAILS FOR: US T O
N N
N N N at o y
N N N Wlmr P~ a a t En ran t ce Servi R ce oad ~
N N N ~ ~ ~ ~ ~
N Z Division 2 ~ D Craved Count Havelock ~ 0 Q
NO NNN NNw ~ ~ PLAN oATE: DBC 2006 REVIE~D Br; D.J. Davit ~ P ~ 0
N N N ~ N N a ASSOCi(1tCS~IfIC. . .o PREPARED Br: 11,N. SUrtl RKA PROD. NO.: 04049 D4D
r+VY~ F-NQ rim F~pln,r~ 40 4~~ 4 ~S REVISIONS lN(T. GATE
VIN Z YN~ VIN W '~Io~rMA
N N N E4 M ~ N N N ~IOI~w'r~aMArWpA',COI~ 122 N.McDaoal3k,lfsli~M,NC 27603 SIGNATURE AT f>aRt-xS la (A91 t7Ei16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - G E
Y Y M
er N w {4 tl/ 41 - - - " " " " " " ' ' " " " SIC. INVENTORY NO. 02.0873

PROJECT REFERENCE N0. SHEET N0.
CRP-1
INSTALL REA, PE - 22, SHIELDED,
Ql TWISTED PAIR COMMUNICATIONS CABLE ?
tINET FOUNDATION LEGEND
INSTALL REA, PE - 38, (FIGURE - 8) SHIELDED, 35 REMOVE EXISTING CABINET F Q TWISTED PAIR COMMUNICATIONS CABLE ~F. o. ~ NEW FIBER OPTIC COMMUNICATIONS GBLE
36 INSTALL CCTV CAMERA ASSEM Q INSTALL REA PE - 39 (UNDERGROUND.) SHIELDED, INSTALL CCN CAMERA WOOD . ASSEMBLY ~TWIST.PR.~ NEW TWISTED PAIR COAAMUNICATIONS CABLE
~ex[sr. ~ EXISTING COMMUNICATIONS CABLE
TWISTED PAIR COMMIUNICATIONS CABLE 37 WOOD POLE PREM. ~ EXISTING COMMUNICATIONS CABLE
TO BE REMOVED
Q INSTALL SMFO CABLE 38 INSTALL CCTV CAMERA METAL METAL POLE AND FOUNDATION New AEWAL GUY ASSEMBLY
~ ~ ~ ~ ~ NEW CONDUIT
Q5 INSTALL NUNFO CABLE 39 INSTALL JUNCTION BOX ~X ~ ~ ~ EXISTING CONDUIT
Q INSTALL FIBER OPTIC DROP CABLE 40 INSTALL OVERSIZED JUNCTION NCTION BOX -D D NEW DIRECTIONAL DRILLED CONDUIT -B & J- NEW BORED AND JACKED CONDUIT
Q INSTALL TRACER WIRE 41 REMOVE EXISTING JUNCTION ACTION BOX ~ NEW JUNCTION BOX
EXISTING JUNCTION BOX
42 INSTALL WOOD POLE O NEW WOOD POLE
O TRENCH
• IXISTING WOOD POLE
SOD POLE OS NEW AERIAL SPLICE ENCLOSURE
O9 INSTALL PVC CONDUIT 43 REMOVE EXISTING WOOD PO 10 INSTALL RIGID, GALVANIZED STEEL CONDUIT 44 INSTALL AERIAL GUY ASSEMBL 11 INSTALL RIGID, GALVANIZED STEEL RISER WITH WEATHERHEAD 45 INSTALL STANDARD GUY ASSE 12 INSTALL RIGID, GALVANIZED STEEL RISER WITFI FIBER OPTIC CABLE SEAL 46 INSTALL SIDEWALK GUY ASSE 13 INSTALL OUTER-DUCT POLYETHYLENE CONDUIT 47 INSTALL MESSENGER CABLE
SSEMBLY ~ New "~ru ro~E
Q EXISTING METAL POLE'
JY ASSEMBLY New ccrv cnneeR,e, nss~ne~r
Y ASSEMBLY ~ NEW STANDARD GUY ASSEMBLY NEW SIDEWALK GUY ASSEMBLY
ABLE D 4 NEW CABLE STORAGE RACKS (SNOW SHOES)
~xy IXISTING CONTROLLER AND CABINET
14 INSTALL POLYETHYLENE CONDUIT 48 REMOVE EXISTING COMMUNI ~5 DIRECTIONAL DRILL CONDUIT 49 REMOVE EXISTING COMMUNI 16 BORE AND JACK CONDUIT 50 INSTALL TELEPHONE SERVICE MMUNICATIONS CABLE AND MESSENGER CABLE [sue EXISTING SPLICE CABINELENCLOSURE
05 NEW SPLICE CABINEGENCLOSURE
~MMUNICATIONS CABLE sr SIGNAL POLE
:RVICE XX-X)000 SIGNAL INVENTORY NUMBER
51 INSTALL CABLE STORAGE RAC 17 INSTALL CABLE(S) IN EXISTING CONDUIT 100 FEET OF CABLE vE RACKS (SNOW SHOES) AND STORE CONSTRUCTION NOTE SYMBOLOGY KEY
Q INDICATES NUMBER OF CABLES, LOOPS, ETC.
AARKER
18 INSTALL CABLE(S) IN NEW CONDUIT 52 INSTALL DELINEATOR MARKER
INDICATES NUMBER OF FIBERS PER CABLE,
>MMUNICATIONS CABLE TWISTED PAIRS PER CABLE, ETC.
19 INSTALL CABLE(S) IN EXISTING RISER 53 STORE 21) FEET OF COMMUNI 20 INSTALL CABLE(Sj IN NEW RISER 54 LASH CABLE(S) TO EXISTING 21 INSTALL CABLE(S) IN EXISTING CONDUIT STUBOUTS 55 LASH CABLE(S) TO EXISTING 22 INSTALL NEW CONDUIT INTO EXISTING CABINET BASE 56 LASH CABLE(S) TO NEW_ MES (USE EXISTING CONDUIT STUB-OUTS WHEN AVAILABLE)
STING SIGNAL~OMMUNICATIONS CABLE ~ INDICATES NUMBER OF RISER(S)/CONDUIT(S)
STING MESSENGER CABLE G INDICATES DIAMETER OF RISER(S)/CONDUIT(S) (INCH)
W MESSENGER CABLE
_ - NUMBER NUMBER OF
!CTRICAL SERVICE OF FIBERS?WISTED PAIRS
23 INSTALL NEW RISER INTO IXISTING CABINET BASE 57 MODIFY EXISTING ELECTRICAL CABLE(S)
(USE EXISTING CONDUIT STUB-OUTS WHEN AVAILABLE) 58 INSTALL NEW ELECTRICAL SER 24 INSTALL NEW CONDUIT INTO EXISTING POLE MOUNTED CABINET
CAL SERVICE
XX XX
25 INSTALL NEW RISER INTO EXISTING POLE MOUNTED CABINET
O TERMINATE COMMUNICATIONS CABLE ON EXISTING TELEMETRY
26 INTERFACE PANEL IN TRAFFIC SIGNAL CONTROLLER CABINET
XX XX
27 INSTALL NEW TELEMETRY INTERFACE PANEL IN
TRAFFIC SIGNAL CONTROLLER CABINET
28 INSTALL INTERCONNECT CENTER, PATCH PANEL, JUMPERS,
AND FUSION SPLICE CABLE IN CABINET
NUMBER DIAMETER
29 INSTALL UNDERGROUND SPLICE ENCLOSURE OF OF
RISER(SyCONDUIT(SJ RISER(S~CONDUIT(S) (INCH)
30 INSTALL AERIAL SPLICE ENCLOSURE
I
~ ~ SEAL
31 INSTALL POLE MOUNTED SPLICE CABINET
~ CONSTRUCTION NOTES ~o~'
32 INSTALL BASE MOUNTED SPLICE CABINET
`~~""~~f . Si.~ Division 02 Craven Count Havelock QQ~~~~O~
~iq~~f0~ PLAN DAiE: NOV ZOOS REVI EMED BY: D.J. DBf It ~~Q`
33 REMOVE EXISTING SPLICE CABINET ~R6y KCM{p 6 l22 N. MsDawi 3c,Rd~I, NC 27603 PflEPAAEU BY: ~t~ PPOJECT:
Auociates,INC. J. Br an 04029 040 ~ nerw~prm eyar. SCALE gEVI51~NS Ixli. OaiF
134 I INSTALL CABINET FOUNDATION
wa-A..a Mill ane mreanAC VIM n u e t
q{Np!-StlS /Oa16N91p0.51b " - - - - - - - - SIGNATURE DATE - - - - - - - - - - - - - - CADD FILE NAME: haveloakaable.dpn
i u .

PROJECT REFERENCE N0. SHEET N0.
CRP•3
US 70 AT WAL~MRT ENTRANCE
SIG. INV. * 02-0873 DATA PORT Notes: ~A PORT
N N
Y
Unused fibers left coiled and stored in splice tray.
Unused Buffer Tubes left coiled and stored in splice tray.
LEGEND
X FUSION SPLICE
= EXISTING CABLE
1 9
COLOR CODE b FIBER DROP CABLE )P CABLE 4
TWEIA 598 ~4 TO 02-0873 0873 a
6
(1 BLUE ~ ORANGE
3 GREEN
4 BROWN
5 SLATE
6 WHITE ~ ~
z
~ BLUE BUFFER TUBE
BLUE BUFFER TUBE
TO TO
02-0421
02-0672
' -y
ORANGE BUFFER TUBE ORANGE BUFFER TUBE
6
NEW UNDERGROUND SPLICE ENCLOSUR IN NEW JUNCTION BOX :NCLOSURE
OX FIGURE 1 OF 1
~p~~~
Raney Kemp fy
Associates, lxc. rsrpo~flbn Epiwi
~,i lily I~ID'M AwpArC 8~
GMPt-!p grq~IH~
SEAL
~ ~ ~ d 1 ~0 ice e a ~ y
~c P ~
~
~ ~ ~ ~
~ ~ Divi ion 2 Craver Count Havelock ~ 0 i s ~ 0 ~s Q
'ya,q~E~~ PLAN DATE: Nov ZDDS REVIEMEO ar: D,J. Darit ~ 0
12111LMeD/anQSt, NC 27603 PAR Y: RKA PROJ, NO.. c PRE ED B ~ , Br ar O4D29 040
SCALE REVISIONS INIT. DATE
NnNF
ract V) 41c~ w ~•v~••• - - - - - - - - - - - - - - - - SIGNATURE DATE
~ww - - - - CADD FILE NAME: haveloakcable.dgn
awe Nhd1 *141 +4

i P0.0JKf REFFAENCE NO. SHEET NO.
k
CAP•2
I X
1 4 6 I 1540* TO 02- x * TO 02-0421
~ BOND TRACER WIRE TO I
EQUIPMENT GROUND BUS
x
22 28 I
x 1 4 6
53 I
FENCE x-x-x-J 7
FUTURE ENTRANCE TO WAL-MART WAL-MART 1 14 2
I~ 15 18
.4 I
40 52 ~ ~`~-1 :~~~~c
,s; ~~~~~c
~ -+i o
~y
02-0873 1- - -
J' 0
US 70 WEST BOUND LINES
US 70 WEST BOUND LANES
- -
300'±
US 70 EAST BOUND LANES EXISTING UNDERGROUND NCDOT ~ 1 EXISTING UNDERGROUND NCDOT
FIBER OPTIC CABLE
~ FIBER OPTIC CABLE US 70 EAST BOUND LANES
- - ~ _ e ~ -
-u~_~~~_ - Fll 61 f~l~Ol~OI~~OI~pI CI~ptI~pl~f~I~FtI~pI~FtI~~QI+~+~pir.+~[tl~~.tt
-r-ro i_a~~m~ni~m~~m~En_m~ui ao-~ui~~ui~ui ~ ~
EXISTING UNDERGROUND NCDOT ~ ro
I=mo FIBER OPTIC CABLE TO 02-0672 EXISTING UNDERGROUND NCDOT I EXISTING NCDOT JUNCTION BOX FIBER OPTIC CABLE TO 02-0427
i ~ ~ TO REMAIN IN PLACE
~ EXISTING NCDOT JUNCTION BOX
TO REMAIN IN PLACE
SERVICE ROAD
,o N
i Y
N
7 4 12 4 12 1 4 12 NOTE 2:
7 CUT EXISTING FIBER AND CONDUIT AT THIS POINT.
> > 4 6 INSTALL NEW JUNCTION BOX OUTSIDE CONSTRUCTION AREA
NOTE 1: ~ 8 2 AND PREFORM WORK AS INDICATED IN NOTE 1. 8 2 29
REMOVE EXISTING JUNCTION BOX.
PULL FIBER OPTIC CABLE AND EXTEND CONDUIT TO NEW JUNCTION BOX 9 18 9 18
LOCATION (SEE NOTE 2~. THIS WORK IS TO BE PREFORMED PRIOR TO 40 52
CONSTRUCTION OF RIGHT TURN LANE AND ACCESS i0 SERVICE ROAD.
CONTRACTOR TO ENSURE THAT EXISTING CONDUIT AND CABLE IS BURIED
MINIMUM OF THREE (3) TO AVOID BEING DAMAGED BY CONSTRUCTION.
COORDINATE ALL WORK WITH NCDOT.
,,..r r. w.
Ra~nry Xrmp fy
Auotiaret, Inc.
riw~.wrn t~
rriorro~n~rwo seta. mnew
f~,,,.r w, ~ SEAL
Cable Routing Plan y
~~PQ`~JG
. Si.~ Division 2 Craven Count Havelock Q~ ~
'~1a~~~~*/~ PLnN DATE: NOV ZOOS REVIEMEO Br: D.J, Darit e!
I72KMeDOrwQ S4ltdiW, AC 27601 PAEPAPED BY: Bf EII AAe PRN. Np.; 04029 OOO ~ C
SCALE FEYISIONS INIT. DATE
0 4~
NNN N N N
LTA 40' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SIGNATURE AT
CADD FILE NAME: hovelocKcable.dgn

~~s , .
1F~+it WAI~h'.1Ul~,L,i'~
LOCATION WITH RESPECT TO FWAL GRADE P,1. L,L,
FOUNDATION SUBSURFACE PREPARATION WAL MART BUILDING AREA, BELOW UPPER 4 FEET <2U MAX> <4U MAX.>
JOB #U411'T00, HAVELOCK, NC BUiLDiNG AREA, UPPER ~ FEET <20 MAX.> MAX,> Water & Sanitary Sewer:
US/1U/2(lU5 City of Havelock
THE PROPOSED FILL SHOULD HAVE A MAXIMUM DRY DENSITY OF AT LEAST lUU POUNDS P.O. Drawer 368
UNLESS SPECIFICALLY WDIGATED OTHERWISE TN THE DRAWINGS AND/OR p~ CUBIC FOOT AS DETERD~iED BY A STANDARD PROCTOR COMPACTION TEST, ASTM D SPECIFICATIONS THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO L H ULD BE PLACED TiV LOOSE LiFTS NOT EXCEEDING A INCHES iN Havelock, North Carolina 28532
69R. ALL FiL S 0 BE THAT PORTION OF THE Si'fE DIRECTLY BENEATH AND 15 FEET BEYOND THE BUILDING THICKNESS 12 WCHES FOR VERY SANDY MATERIAL) AND COMPACTED TO A MINIMUM [phone]
( AND APPURTENANCES. OF 95 PERCENT OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY AND A MWXMUM Bill Ebron HIGH WATER TABLE NOTE. SITE HAS
OF 9R PERCENT iN THE UPPER 1 FOOT OF BUILDING PADS AT A MOISTURE CONTENT Electric (Wal-Mart):
APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BU1LDiNG PROPER (REFER TO WITHW 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. FOR SURCHARGING, _ City of Newborn Electric
RAWING SHEET SPI TYPICALLY INCLUDING BUT NOT L]M1TED TO, THE BUILDING SAND AND HAVE NOT MORE D ~ THE WITIAL 2 TO 2.5 FEET OF Fll.L SHOULD BE A CLEAN 303 First Street 1. COVER SHEET
SIDEWALKS. GARDEN CENTER PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCK5, THAN lU PERCENT PASSWG THE N0.2UU SIEVE, FIELD DENSITY TESTS, WCLUDWG ONE- Newborn, NC 28560
ACTOR PAD. ETC. THE SUBBASE Slocum R~ CONCRETE APRONS AT THE AUTOMOTIVE CENTER COMP POIlVT PROCTOR VERIFICATION TESTS, SHOULD BE PERFORMED ON THE FILL A5 IT IS Slocum Rd• [phone] Jimmy Boyd 2. ALTA SURVEY
AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOl~'D THE LIMITS OF BEING PLACED AT A FRE UENCY DETERMINED BY THE INDEPENDENT TESTING Q
THE ACTUAL BUILDING AND THE APPURTENANCES. LABORATORY ANDIOR GEOTECHNICAL ENGINEER TO VERIFY THE COMPACTTON Gas:
CRITERIA. ~ North Carolina Natural Gas Corporation EROSION & SEDIMENT CONTROL PLAN PHASE I 3A. 111 Corporate Lane
ESTABLISH TIIE FINAL SUBGRADE ELEVATTON AT 10 INCHES BELOW FINISHED FLOOR New Bern, North Carolina 28562
ELEVATION TO ALLOW FORA 4 INCH SLAB, OR AT 11,5 INCHES BELOW THE Fii~IISHED MPEN ATE FLOOR SLAB AND LIVE FOUR (4) FEET OF SURCHARGE WiLL BE NEEDED TO CO S o TO ALLOW FOR THE SLAB THICKNESS ~ ~ FLOOR ELEVATION TO ALLOW FORA 5,5 INCH SLAB LOADS AND AN ADDITIONAL 4 FEET (8 FEET TOTAL ABOVE THE FWISHED SUBGRADE) IS 252 634-1651, ext. 2508 EROSION & SEDIMENT CONTROL PLAN PHASE II ( ) 3B.
AND A G INCH SUBBASE. THE SUBBASE SHALL CONSIST OF 4 WCHES OF COARSE TE STRUCTURAL LOADS. TT IS ANTICIPATED THAT SETTLEMENT Carl Peterson
NEEDED TO COMPENSA AGGREGATE MEETING THE GRADATION REQUIREMENTS OF ASTM D-4~8 N0. 57 (OR L TAKE N THE ORDER OF 4~ TO 9U DAYS TO COMPLETE FOR EACH SECTION LOADED. Telephone:
WiL 0 a APPROAVED E UNALENT) COVERED WITH 2 INCHES OF FINE AGGREGATE MEETllVG THE ARY THIS ASSUMES THAT THE Qa Q NOTE THAT THE TIME RATE OF CONSOLIDATION CAN V , 4A. SITE PLAN Sprint
MENTS OF ASTM D-448 N0. lU WITH G°/n TO l2'% PASSING NO. 2UU RE T A o 0 GRADATION REQUIRE FOUNDATIONS WILL BEAR AT 2 FEET BELOW FiNTSHED SUBGRADE AND THAT THE S ,o 4000 Martin Luther King Bivd:
SIEVE (OR APPROAVED EQUIVALENT). THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEPARATION OF 4 FEET BETWEEN BOTTOM OF FOOTING AND A STABLE o'~ Newbem, North Carolina 28562 ROADWAY PLAN 4B.
ED MWIMUM n w OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIR RADE. THE BUILDING COLUMN AND WALL LOCATIONS WILL NEED TO BE o Go SUBG o [phone] Joe Drewyor
TDENTiFiED TN THE FIELD AFTER CLEARING AND PRIOR TO FiLL PLACEMENT TO
DUE TO THE PRESENCE OF SHALLOW GROUNDWATER, 1T 1S STRONGLY RECOMMEND n N Y OF THE EXISTING SUBGRADE BENEATH PROPOSED o EVALUATE THE CONi.ETE C 5. STAKEOUT PLAN
THAT LOW GROUND PRESSURE TRACKED EQUIPMENT BE USED DURING LOGGWG. THAT OBSERVED TO BE UNSTABLE OR INCOMPETENT WILL ~ T ~ FOUNDATIONS, AREAS ~ Erosion & Sediment Control
STRIPPING AND EARLY STAGES OF SITE GRADING. THE USE OF RUBBER IR TING AND BACKi'ti.LTNG W1TFi SUITABLE MATERIAL AND MAY G DUE TO REQUIRE UNDERCUT NCDENR SIGN & SEDIMENT CONTROL PLAN PHASE III 6. ERO 943 Washington Square mall
EQUIPMENT WiLL INCREASE THE PROBABILITY OF SUBGRADE SOFTENiN F GEOSYNTHETIC5 E,G. GEOGRiD OR WOVEN GFATEXTTLES). ~ INCLUDE THE USE 0 ~ y ~ Washington, North Carolina 27889
CONCENTRATED TIRE LOADING PARTICULARLY TF ONLY A FEW CONSTRUCTION ROUTES ANTICIPATED AND WILL BE A FUNCTION OF THE ELEVATION PR PRiATE UNDERGUTTWG SHOULD BE ~ ARE REPETiTiVELYUSED. DITCHING (TEMPORARY DEWATERING) MAY BE AP 0 R TABLE AS WELL AS THE CONDITION OF THE SITE AFTER [phone]
OF THE GROUNDWATE ti DURWG THIS OPERATION 1F GROUNDWATER ELEVATIONS ARE NEAR THE EXISTWG EXISTING SUBGRADE HAS BEEN EVALUATED AND 7. GRADING AND DRAINAGE PLAN J Pat McClain ~
STRIPPING OPERATIONS. AFTER THE GROUND SURFACE, REPAIRED, FILL PI,ACE'vIENT CAN PROCEED. THE LiNllTS OF THE SURCHARGE SHOULD ~e~"
o ~ tratford Dr Geotechnical Engineer, 8. UTILITY PLAN
PAVEMENT AREAS SHOULD BE STRIPPED OF ALL TOPSOIL, TRASH, EXTEND 18 "':..^.U FEET B;.xOND THE BUILDWG LIMITS WCLUDWG THE LOADING DOCK ~ THE BUILDING AND ~ R DELETERIOUS MATERIALS TO A MINIMUM OF lU FEET AREA ALONG TFiE I~AR OF THB BUILDWG. THE SLOPES OF THE SURCHARGE SHOULD BE ~ ~ ~edet Froehling & Robertson, Inc.
DEBRIS AND OTHER ORGANIC 0 AND S FEET OUTSIDE PAVEMENT LIIVIlTS, UPON THE CONSTRUCTED 0'~{A TV;3H OR FLATTER SLOPE. A MiMMUM OF NiNE (9) SETTLII~iENT_ p ' \~a 310 Hubert Street 0 0
OUTSIDE THE STRUCTURAL, ING OPERATIONS, THE EXPOSED SUBGRADE IN AREAS TO PLATES SHALL BE !NS'TALLED ON EXISTING SUBGRADE PRIOR TO ANY FILL PLACEMENT COMPLETION OF THE STRIPP a aoye 0~ Raleigh, North Carolina 27062 9. MISC. DETAILS ' ye g~~ 919 828-3441
FiLL HOULD BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR AND WITIAL AND 5UB5EQUENT ELEVATIONS SHALL BE SURVEYED ON A WEEKLY BASIS St. RECEIVE S m o ~ ( ) R Michael J. Scarlett P. E. 5
IRED VEHICLE LOADED WEIGHT OF 20 TONS) UNDER THE TO MONITOR THE PROGRESS OF SETTLEMENT DUE TO TITS SURCHARGE. SURVEY TO BE ~ PNEUMATIC T ~~~M a 10. MISC. DETAILS
ER AT1 N OF THE INDEPENDENT TEST]NG LABORATORY. THE PROOFROLLiNG COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE CONTRACTOR. ONCE THE OBS V 0 NCDOT
PROCEDURES SHOULD CONSIST OF FOUR PASSES OF THE EXPOSED AREAS, WITH TWO OF SETTLEMENT IS SUBSTANTIALLY COMPLETE AND AT THE DISCRETION OF THE 209 South Glenburnie Road Newborn, North Caroiina 28560 11. MISC. DETAILS
RPENDiCULAR TO THE PRECEDING ONES, ANY AREAS GFOTECHNICAL ENG TIIE SURCHARGE CAN BE REMOVED AND CONSTRUCTION THE PASSES BEWG A DIRECTION PE Wes, [phone]
THAT DEFLECT RUT OR PUMP EXCESSIVELY DURING PROOFROLLWG SHOULD BE CAN PROCEED. ONCE THE SURCHARGE iS REMOVED, THE FiMSAED SUBGRADE MAY Aaron Everett, EIT
REPAIRED AS DIRECTED BY THE GEOTECHNiCAL ENGINEER, HOWEVER, SHOULD THE NEED T'O BE RECOMPACTED TO 9!3 PERCENT OF THE SOIL'S STANDARD PROCTOR 12. EROSION & SEDIMENT CONTROL DETAILS
RADE OILS BE SOFT OR AT THE DISCRETION OF THE MAXIMUM DRY DENSITY, CONDITION OF THE SUBG S
(TFQTECHNICAL ENGWEER. OTHER METHODS OF SUBGRADE EVALUATION MAY BE Plannlna & Zonlna ~ ~ . ~ e ~ inn ~ ni~in ni h Al
UTILIZED DEPENDING ON THE CONDITION OF THE EXPOSED SUBGRADE OTHER THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND
METHODS MAY WCLUDE BUT NOT LllVIlTED T0. PROOFROLLING W1TH TRACKED CONTINUOUS SPREAD FOOTINGS AT WALLS. FOUNDATTON INSTALLATION SHALL NOT C I N ITY MAP ~ y of Hovelxk ~J i. u1rvv~~.r~rma rv+i~ P.O. Drower 368
E UIPMENT. TEST PIT EXCAVATIONS OR THE USE OF HAND AUGER BORWGS WITH DCP BEGIN UNTIL PRIMARY CONSOLIDATION (SETTLEMENT} 1S COMPLETE, Q Havelock, North Carolina 2e532 WL-1. WETLANDS PLANTING PLAN
(DYNAMIC CONE PENETRATION) TESTS.
NOT T( THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE (NOT TO SCALE) icy~o co ~r6417 LSD-1. LIFT STATION DETAILS
RATI NS SHOULD CONSIST OF A LOW PLASTIC AT! N IN CASE OF CONFLICT INFORMATTON COVERED IN THIS ALL FILL USED FOR SITE GRADING OPE 0 SITE WORK SPECIFIC 0 f
SANDYlGRANULAR SOIL (FREE OF ORGANICS AND DEBRIS). AND SHALL MEET THE p~pARATlON SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER NCDENR - Dlvlsion or wotor o~ancy LSD-2. LIFT STATION DETAILS
G RE UTREMENTS: PE TFTCATTONS FOR SPECIFIC IlVFORMATION NOT COVERED W TH15 FOLLOWTiJ Q TO THE S C wasn~ngton Regional Offlee pM_1. PAVEMENT MARKING PLAN 943 Washington Square Mall
PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHMCAL REPORT Washington, NC 27889
PREPARED BY MICHAEL J. SCARLETT, P,E,, OF F8cR, INC. DATED JUNE S, 2UU5,
GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND i5 NOT A CONSTRUCTION cy~a ea~ea 487 y RD-1. US 70 AT WAL-MART ENTRANCE /SERVICE ROAD
SPECIFICATION), RD-2. US 70 AT WAL-MART ENTRANCE /SERVICE ROAD a
us army co~Po of Engfneera ~ RD-3. CONSTRUCTION NOTES
Wilmington Dlatrict
ao aox +ooo ~ RD-4. CABLE ROUTING PLAN
Q'~N~~a(j'•., Woahinglon, NC 27889 v~ ~ssio~.',~q'•: (252-975-1616 exc. z~) RD-5. SPLICE DETAIL
G~ s~otc ~ro~e9 Progroas Energy - Eaatem Regton
Z it bpi ~ 1099 Gum Braneh Road
O~NEEP~tQ;r~ ,bckaonvllle, North Cording 28540
K'~jp0 + (910-330-3569)
Dary11 Thompson
NOTES:
1. THE SITEWORK FOR THE WAL-M~ WAL-MART PORTION OF D E V E L O P E R/ O W N S R~
EET OR EXCEED THE "WAL-MART
THIS PROJECT SHALL MEET OR I
STANDARD SITEWORK SPECIFIC. >PECIFICATIONS."
2. ALL NECESSARY INSPECTIONS ~ 0 v ;TIONS AND/OR CERTIFICATIONS WAL-MART STO RES ~ I N C .
' REQUIRED BY CODES AND! R U' VD/OR UTILITY SERVICE COMPANIES
a
SHALL BE PERFORMED PRI R PRIOR TO ANNOUNCED BUILDING ~ OO ~ S . E . 10th STREET
. P ESSION AND THE FINAL CO OSS ~INAL CONNECTION OF SERVICES.
U O
N 3. ANY IMPORT ANDIOR EXPORT .PORT OF SOIL MATERIAL TO AND/OR BENTONVILLE, ARKANSAS 72716-0550
E PROJECT SITE SHALL FROM TH ESHALLBETRANSPORTEDTOAND/OR [phone] TELEPHONE
COME FROM A PROPERLY PERMI .Y PERMITTED SITE AS DETERMINED BY
NCDENR AND WAL-MART.
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VICINITY MAP
N.T.S.
SLOCUM RD
SITE
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\ CENTERLINE OF 30' CP&L ELECTRIC
LEGEND' \ ti� \ ®EASEMENT AT 97' OFF CENTERLINE
OF HWY. 70 WEST BOUND LANES.
9�
• EIP-EXISTING IRON PIN
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LEGAL DESCRIPTIONS
���1°1N6� Legal Descriation
NERAL NOTES SCHEDULE B PART 2 EXCEPTIONS X60/NIP (TOTAL TRACT) .
N6'� �g6 Being located in the State of North Carolina, Craven County, Township Number 6, City of Havelock,
EC g S26'10'28"E and being more particularly described as follows: Beginning at a point in the western right-of-way line
AREA SUMMARY: ®RIGHT(S) OF WAY TO CAROLINA POWER AND LIGHT RECORDED 60.50
IN DEED BOOK 997, PAGE 643, AND DEED BOOK 1731, PAGE 51. � �, of Catawba Road, said point being located 668'f north of the eastern right-of-way of S.R 1823
6.131 ACRES - (267,047 SQUARE FEET) PLOTTED HEREON. ��aoE // (U.S. Highway No. 70 Service Road); thence leaving said right-of-way line, N31' -06'-22"W - 284.36'
1g 754 ACRES - 860 500 SQUARE FEET to a point; thence S58' -52'-19"W - 261.69' to a point; thence N31' -06'-20"W - 399.65' to a
19,754 -ACRE
- (1,127,547 SQUARE FEET) 50 60 FOOT ACCESS EASEMENT RECORDED IN DEED BOOK 969, �NP�N �// ory rorO point; thence S58' -59'-56"W - 399.85' to a point in the eastern right-of-way line of State Road
25.885 TOTAL AREA PAGE 483, CRAVEN COUNTY REGISTRY. PLOTTED HEREON. /o �'`' #1823; thence with said right-of-way line of State Road #1823 and the eastern right-of-way line of
U.S. Highway No. 70, N31' -05'-50"W - 684.90' to a point, corner with the United States Government
THIS BOUNDARY SURVEY IS BASED ��N� N (Cherry Point Marine Corps Air Station); thence leaving U.S. Highway No. 70 and with the United States
ON A CURRENT FIELD SURVEY. EE Government; N63' -45'-36"E - 1689.03' to a point; thence N63' -46'-03"E - 84.56' to a point;
:"^ thence leaving said United States Government, S26' -10'-28"E - 60.50' to a point, thence
BUILDING SETBACK REQUIREMENTS: I / �2_
BU 5o
FRONT: 20' � // Fo S 56� �`� S40'-28' 59"W - 111.66' to a point; thence S26' -37'-12"W - 84.46' to a point; thence
'
o Fp E g� S64' -44'-24"W - 52.53' to a point; thence S60' -18'-39"W - 110.00' to a point; thence
REAR: 20 , ss- ' j% �a�o FPoo�,El 5�- S43' -23'-20"W - 76.46' to a point; thence S19' -34'-08"W - 87.94' to a point; thence
SIDE: 15' B2 10 FpSG oho o ��, ,�r� S18'_21'_59"W - 156.94' to a point; thence S03' -40'-07"W - 83.05' to a point; thence
JNp�G� s p• S22' 38' 36"E - 76.19' to a point; thence S42' -12'-55"E - 53.21' to a point; thence
ZONING DATA , 2� 0 lc;FAµ�F S31' -06'-13"E - 58.84' to a point; thence S05' -53'-18"E - 81.22' to a point; thence
P, S01'-12'-01 "E - 144.82' to a point; thence S56' -46'-53"W - 40.17' to a point; thence
6 5
SUBJECT PARCEL ZONED HC NrO jj ��F,E 9 A 1rO' S15' -57'-07"W - 187.99' to a point; thence S55' -55'-06"E - 239.24' to a point in the aforesaid
(HIGHWAY COMMERCIAL) western right-of-way line of Catawba Road; thence with said right-of-way line of Catawba Road,
S37' 00'-28"W - 275 75 to the point of beginning containing
d S36-32 -13 W - 12.50 to a point, -
��`� °' 25.885 acres (1,127,547 square feet). '
P��E oNF,l Being located in the State of North Carolina, Craven County, Township Number 6, City of Havelock, and being more
!� GW
Eo FPE of particularly described as folio s•
yo ��� SAO' Beginning at a point in the western right-of-way line of Catawba Road, said point being located 668± north of
`15 • ,1 v°' the eastern right-of-way of S.R #1823 (U.S. Highway No. 70 Service Road); thence leaving said right-of-way line,
QTR cc N N31' -06'-22"W - 284.36' to a point; thence S589 -52'-19"W - 261.69' to a point, thence N31' -06'-20"W -
6�rO ROPE / // E��N h JO 399.65' to a point; thence N31' -12'-56"W - 200.49' to a point; thence N31' -03'-19"W - 451.11' to a point in
N°.N� P V_ the line of the United States Government (Cherry Point Marine Corps Air Station); thence with said United States
J of °�2 ! Government, N63' -46'-52"E - 1287.82' to a point; thence N63' -46'-03"E - 84.56' to a point; thence leaving
P� GC said United States Government, S26' -10'-28"E - 60.50' to a point, thence S40' -28'-59"W - 111.66' to a point;
S• ��F' // 30 oFpc� �. thence S26' -37'-12"W - 84.46' to a point• thence S64' -44'-24"W - 52.53' to a point; thence S602 -18'-39"W -
S�� '� 110 00' to a point• thence S43' -23'-20"W - 76.46' to a point; thence S190 -34'-08"W - 87.94' to a point;
°� OP �� 0 thence S18° -21'-59"W - 156.94' to a point; thence S03' -40'-07"W - 83.05' to a point; thence S22°-38 -36 E
X r) O0' - 7619' to a point; thence S42° -12'-55"E - 53.21' to a point; thence S318 -06'-13"E - 58.84' to a point;
0 0° a ` .thence S05' -53'-18"E - 81.22' to a point; thence S01'-12'-01 "E - 144.82' to a point; thence S56' -46'-53"W -
�. W �•0 40.17' to a point; thence S15' -57'-07"W - 187.99' to a point; thence S55° -55'-06"E - 239.24' to a point in
a' a'- ->'p the aforesaid western right-of-way line of Catawba Road; thence with said right-of-way line of Catawba Road,
J S360 -32'-13"W - 12.50' to a point, S37' -00'-28"W - 275.75' to the point of beginning, containing 19.754 acres.
\ SA?• S� N And also lying and being situated in Craven County, North Carolina, and more particularly described as follows:
°%P ,`�S +� . 1 w Being located in the State of North Carolina, Craven County, Township Number 6, City of Havelock, and being more
S� a. particularly described as follows: Beginning at a point in the eastern right-of-way line of U.S. Highway 70, said
M o point being located 1,588'± north of the north right-of-way line of Catawba Road and also being corner with the
NIP <1\ a a United States Government (Cherry Point Marine Corps Air Station); thence leaving said right-of-way line of U.S.
o „d ->j- c-4 Highway 70, and with said United States Government, N63' -45'-36"E - 401.21' to a point; thence leaving said
Ln z! _ United States Government, S31' -03'-19"E - 451.11' to a point; thence S31 °-12'-56"E - 200.49' to a point;
PARCEL ID. No. PART 6-216-23 o thence S58° -59'-56"W - 399.85' to a point in the eastern right-of-way line of S.R #1823 (U.S. Highway No. 70
• NIP -NEW IRON PIN ti Service Road • thence with said right-of-way line and the aforesaid eastern right-of-way line of U.S. Highway No.
COMPUTED POINT \ ►'� PARCEL ID. No. PART 6-216-23 tip" SUBJECT PARCEL ZONED HC NI • -' �' )'
8 ECM -EXISTING CONC. MONU. \ \ SUBJECT PARCEL ZONED HC (HIGHWAY COMMERCIAL) um L) N 70, N31' -05'-50"W - 684.90' to the point of beginning cont�iniag-6.131 acres.
CLF -CHAIN LINK FENCE \ �� (HIGHWAY COMMERCIAL) B� y� , CIESZKO FAMILY PROPERTY, LLC O Q L,� w
o BOLLARD/GUARD POST '� FAMILY PROPERTY, LLC
�j, CIESZKO 19,754 ACRES \� o_ N
Al UTILITY POLE �"� '9 �
LIGHT POLE Gy \ °+ 6.131 ACRES / oy (860,500 SQUARE FEET) o /
\
TGUY POLEELEPHONE PEDESTAL `� \� yup (267,047 SQUARE FEET) / E� o SEE REF. 1, 2 & 3 _
JUNCTION BOX \ \ �. SEE REF 1 & 2 /
0 UTILITY MARKER POST
OHE-OVERHEAD UTILITY \ S
UGU-UNDERGROUND UTILITY \ O
UGT-UNDERGROUND TELEPHONE
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\
CERTIFICATION NOTE
To WAL-MART REAL ESTATE BUSINESS TRUST and CHICAGO TITLE \
INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNES:
This is to certify that this map or plat and the survey on which
it is based were made in accordance with "Minimum Standard Detail
Requirements for ALTA/ACSM Land Title Surveys, "jointly Established
and adopted by ALTA, ACSM and NSPS in 1999, and includes items
1, 2, 3, 4, 8, 9, 10, 11(a), & 13 of Table A thereof. Pursuant to
the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in
effect on the date of this certification, undersigned further certifies
that proper field procedures, instrumentation, and adequate survey
personnel were employed in order to achieve results comparable to
those outlined in the "Minimum Angle, Distance, and Closure
Requirements for Survey Measurements Which Control Land Boundaries
for ALTA/ACSM Land Title Surveys.
Signature:_
Date:_
Registration No.:-
THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES NOT
CREATE A NEW STREET OR CHANGE OF AN EXISTING STREET;
SURVEYOR+~ REGISTRATION No.
I, JOHN R. BRADNER, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, DEED DESCRIPTION RECORDED
IN BOOK _ __, PAGE THAT THE ERROR OF CLOSURE IS
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION No., AND SEAL THIS
_ DAY OF 20__.
SURVEYOR REGISTRATION No.
STATE OF NORTH CAROLINA
COUNTY OF__-_�___
I, REVIEW OFFICER OF -__-__- COUNTY, CERTIFY THAT THE MAP
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
REVIEW OFFICER DATE
00/
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EIP TITLE COMMITMENT
THIS SURVEY BASED ON A TITLE COMMITMENT
PROVIDED BY CHICAGO TITLE INSURANCE COMPANY
TITLE COMMITMENT No. 05-0024985
F �'��► EFFECTIVE DATE- JULY 14, 2005 AT 4:00 p.m.
ECM ��C,
REVISION #1 ON SEPTEMBER 29, 2005
OWNER'S POLICY: WAL-MART REAL ESTATE
BUSINESS TRUST, A DELAWARE STATUTORY TRUST
S36'32' 13"W El �
12.50 J�
a
ElP�kPP-10
CF
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O �POB (19.754/ /�1 , 0 ACRE TRACT &
TOTAL TRACT)Q,
1)=
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° V
°
Q FLOOD NOTE
O /
/ BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X'
I (AREAS DETERMINED TO BE OUTSIDE THE 0.29 CHANCE
ANNUAL FLOODPLAIN) OF THE FLOOD INSURANCE RATE MAP,
Cy COMMUNITY PANEL Nos. 3720641200J, 3720641300J,
3720642200J, & 3720642300J, WHICH BEAR AN EFFECTIVE
\s° -s DATE OF JULY 2, 2004 AND IS NOT IN A SPECIAL FLOOD
oy'Qi ���\ HAZARD AREA.
�0�9n
REFERENCE'
1. DEED BOOK 1605, PAGE 242
2. COMPOSITE MAP FOR:
CIESZKO FAMILY PROPERTY, LLC
BY: JAMES C. SIMMONS & ASSOC., P.L.S.
DATED: FEBRUARY 11, 2004
3. ALTA SURVEY FOR:
CATAWBA ROAD, LLC
BY: TRUE LINE SURVEYING, P.C.
DATED: OCTOBER 9, 2003
4. WETLANDS SURVEY FOR:
DEPARTMENT OF THE NAVY,
NAVAL FACILITIES E,
MARINE CORPS AIR STATION,
CHERRY POINT, N.C.
BY: SUITT & ASSOC, P.A.
DATED: MAY 10, 2000
5. DEED BOOK 336, PAGE 61
6. DEED BOOK 1878, PAGE 672
7. MAP AT DEED BOOK 1878, PAGE 675
8. DEED BOOK 2179, PAGE 630
9. DEED BOOK 1570, PAGE 415
10. DEED BOOK 1420, PAGE 218
11. DEED BOOK 997, PAGE 643
12. DEED BOOK 1731, PAGE 51
NUMBER 6 TOWNSHIP
CRAVEN COUNTY
HAVELOCK, NORTH CAROLINA
ALTA/ACSM LAND TITLE SURVEY FOR:
WAL-MART STORE
NO. 3825-00
SCALE: I"=100' DATE: NOVEMBER 16, 2005
REVISED: JANUARY 24, 2006
LAST REVISED: FEBRUARY 13, 2006
0' 100' 200'
It. Dewberry
Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
PARTY CHIEFS: EANES & POWELL DANVILLE, VA 24540
FIELD BOOK 742, PAGES 68-80 PHONE: [phone]
FIELD BOOK 746, PAGES 7-14 FAX: [phone]
FILE: 80263900/wm-havelALTArev
Math By IftW chief
Fie Nob N264C
Cf>leolced 8Y Rd Bk / Pp
Dewberry
Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
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No. I DATE I BY Description
4EVISIONS
DRAWN BY KM
APPROVED BY
CHECKED BY
DATE OCTOBER 25, 2005
TITLE
ALTA
SURVEY
PROJECT No. 80263900/WM -HAVE
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SHEET NO. OF

6
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1 ' ~ ~''y~ OPERATION TIME SCHEDULE
\ \ \ Cw. ' ' ~ ' EDIMENTATION CONTROL A ~ . , SOIL EROSION/S B EIR SPECIFIC PROJECT SCHEDULE
\ \ 9+ Z \ ~ \ um Rd. e ~ r0 TRACTOR TO COMPLETE TABLE WITH TH ~ NOV DEC JAN FEB MAR APR Dewberry & Davls, InC
\ \ I~ ~ I ~ \ \ v \ \ .:1 • ~ r 4 ~ r0 NOTE: GENERAL CON ~ 1 l'7 ' OCT ° ~ ~ ~ P~ JAN FEB MAR APR MA JUN JUL AUGSEP
!17: G ~ NSTRUCTION SEQUENCE 551 PINEY FOREST ROAD n ; ~ ; ~ , ~ ~ C,. CO DANVILLE, VA 24540
\ O TROL ~ 434.797.4497 t' V H GRADE SEDIMENT CON • u. a V ROUG / PHONE. k. -~r~ 7,4341 .::i~a ~ FAX: 434.79
v - VICINITY MAP ,,a~ ' X I 1 \ \ °7 :'9.4.1 ~ RARY CONTROL MEASURES I TEMPO ,
\ N.T.B. ~ ~ , r• ' Y ' t ~g,,,^ r \ \ ~ n ti s ~ + •i ' STOCKPILE TOPSOIL .,r ~ . STRIP
' r~ ' ~ y ~ ' TORM FACILITIES
3' ~ ,1r 3 ,E , S flt~ ~ ~ tqr TEMPORARY CONSTRUCTION ROADS
a ut ~ ' x' :i ~ BUILDING CONSTRUCTION . x ~ . ~ ,r FOUNDATION /
I s AI I ~ a I I Ir 0
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I ®I I I I I I ';K F I ,~;,r,•,~;~~ ,r~, ~ i NT CONTROL STRUCTURES `;s;;,+ aw ~ ~ I .T~;..., .,;us}~ PERMANE - ~ .n r1 ' ~ ~ ING
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W \ / \ 1 ~ ` \ \ / ~ i DISTURBED AREA ~ \ \ ~ \ UN . TION S U N OF CONSTRUC OPER OWNER. ~ ~ E DEVEL
o / 1~ ~ Vv ~ 1 v - T STORES INC. PHASE WAL MAR -
~ ~ ~ \ ~ , ~ ~n v . 1 I ~ ~ v ~ EE 1. INSTALL STABILIZED CONSTRUC110N ENTRANCE • TRUCTION T 1 SE 10TH ST wN SLOPE FROM CONS
~ . v 1 ~ 'v 200 IMENT BARRIERS DO ~ 2. INSTALL ALL SED AR ~2~12 ACT1VITlES THAT DISTURB 51TE SOIL AS SHOWN ON PLAN,
\ a ~ 1 \ 9. I \ \ ~ BENTONVILLE, 3. PREPARE TEMPORARY PARKING AND STORAGE AR .
z \ \ \ ~9. \ \ ~ l ° \ 479-273-4000 T10N AND INSTALLATION OF THE FOLLOWING Q UPON IMPLEMENTA
TRACTOR ~ AREAS: TRAILER, PARKING, LAY DOWN, PORTA POTTY, SITE OPERATOR/GENERAL CON ~ WHEEL WASH, CONCRETE WASHOUT, MASONS AREA,
\ I .r \ \ ti~ \ ~ ~ \ \ ~ C ~ FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE 0
\ ~ \ \ ~ \ \ \ SOIL TYPE (AT OUTLET PROTECTION) \ ~ 1 1 CONTAINERS, ETC., DENOTE THEM ON THE SITE MAPS 111 IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS 0
\ ~ \ \ \ SAND SM \ ~ ~ 1 BIACK SILTY ( ) \ \ ~ \ ~ 1 SUPERINTENDENT; ~ \ \ \ THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS, \\1 \ AS NOES ON THE SITE.
\ \ I \ YEY FINE SAND (SC) 1 \ ' ~ \ ~ SILTY CLA 1 \ \ 1 4. CONSTRUCT THE SILT FE ~ ~ RING '
v ~ ~ v ? ~ v E \ \ \ ~ HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEE \ M INSPECTION OF BMPs. GENERAL U
\ ~ , a.~l \ \ ~ \ 1 \ \ \ 6•y CONSULTANT TO PERFOR CONDUCT STORM WATER N \ ~ ~,ti ~E CONTRACTOR SHALL SCHEDULE AND Z
. A \ \ 9. \ ~ ~ \ ~ \ \ \ \ 1~' ORS RE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND ~ \ tJ~' kg P CONTRACTORS BEFORE PROCEEDING WITH w 4
I I s A 7 I \ \ \ w\ ~ . -DOTE: ~ \ ~ x I-- \ ~ ~ \ ~ ~ M ss \ ~ 50 RfPARIAN-~TREA , , ~0 DISTURBING M Z d ~ CONSTRUCTION. (n 0
'~I i I I l \ \ ~ 9 \ ~ I I I \ \ - ~ BUFFER ZONES 2) , Q~ T THE SEDIMENTA110N AND SEDIMENT TRAP BASINS. W tll 0 C, 5. CONSTRUC Q
I I ~ I f ~ \ ~ ~ 1 ~ ~ \ _ _ -~kIALL~IOT BE DIST RBED ABED \ ( 6. STABILIZE BASINS. U
~ '~j0 \ 00. r ~ ~ ~ \ \ \ 7. CLEAR AND GRUB THE SITE. \ 0 =
~ ~ 1 b - ~ \ F' ~ ~ \ PHASE it I--
i' ~ ~~oS~ ~ MP AREA 'y5 6, ~ S Us. - ~ ` _ \ \ o \ SAS SHOWN ~ TORMDRAIN STRUCTURES AND PIPE (n Z ~ V 1. INSTALL S
~ j~Nf ~ S ~ B'36'E 4212 i ~Sg,94 . ~S3.1g. \ P AROUND THE DRAINAGE ~ Y
2. INSTALL EXCAVATED DROP INLETS (EI) U ~ ~ \ \ ~ ~ \ \ '1 AS SHOWN. ~ 0 ~ ~ STRUCTURES
~ / ~ / v ~ I - ~ ~ ~ / L SET IN - c ~ ~ \ ti ~ ~ ~ ~ o Q w J S ~
GENERAL EROSION NOTES q ~ ~oIGE, i ~ 18•P E ~ \ y! • , ~ ~ D . 1 \ INSTALL DIVERSION JUST INSIDE THE PROPERTY LINE BESIDE THE ~ 11 ~ \ 3' WILLARD & CYNTHIA CAPPS AS SHOWN. cc Q 2 \1 D BY L \ ~ Dl• ~i \ STORAGE BUILDING OWNE
EE DET.~?IL) ~ E .m24.9e i EFLECTFINAL CO DI ~ f S - D ` T UR a D \ \ F \ ~ 4r \ \ I 2
(INTER19R~N 0 ~ Z i \ j0 TORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS I ~ 1 ~ - DNE 2 ~ A. THE S ~ ~ ~ \ ~ Hf 1 2 ~ ~ t8~'' ~ ~ \ \ ~ • ti RT 501E SURCHARGE STOCKPILE OVER BUILDING PAD AREA WITH J ONE ~ ~ \ ~ ~ o \ ~ ~ 4. IMPO RAINAGE ON TOP OF THE STOCKPILE. ~ ~ _t 1 ~ a \ ~ A MINIMUM OF 1~ D Q
^ ARD DETAILS, THE PLAN NARRATIVE, \ DRAWING (511E MAP"), THE STAND 70 "SWPPP" I ~ f \ J ' TI NS SECTION 023 ( } ~ ~ / ® j~H ~ ~ ~ I TURBED AREA ~ o \ ~ l ~ UND S , ~ . 2 ON >~n ~ ~
ATTACHMENTS INCLUDED IN SPECIFICA 0 AND RELATED DOCUMENTS. ~ ~ T REPORTS ~ ~ ~ \ •f PLUS THE PERMIT AND ALL SUBSEQUEN I ~ f ~ ~ / ~ ~ f \ ~ : ~ ~ti RILY SEED SOIL SURCHARGE STOCKPILE. \ A r ~g ~ ~ Z, 5. TEMPORA 1 ~ ~ d 'Z
WATE i 6. MONITOR SETTLEMENT OF SURCHARGE AS DETAILED IN THE ~ R 0 TFLOW ~ - o ~ TORM \
TORS INVOLVED WITH STORM I ~ ALL CONTRACTORS AND SUBCONTRAC ® ? • ? •~f? ~ ? ~ * ~ ~ ~ r B. N PREVENTION SHALL OBTAIN A COPY OF THE II ~ \ ? ? ~ Q WATER POLLUTIO ® ~ J / ~ ~ ~ \ ~ i / N NOTE ON THE COVER SHEET. h ~ ® ~ \ ~ PAD PREPARATIO ~ M~0 UrNAA~ \ \ ~
R POLLUTION PREVENTION PLAN AND THE STATE OF ~ ~ STORM WATE / ~ Y F~VHi APPRO)~IA19.Y ~ o \ / ~ ~ TO>9~D \ ~ / i 7. AWAIT DIRECTION FROM GEOTECHNICAL ENGINEER PRIOR TO
NATIONAL POLLUTANT DISCHARGE ELIMINATION ~ \ MIT NPDES PERMIT) AND BECOME FAMILIARS / _ _ SYSTEM GENERAL PER ( ~ \ ` ~ \ ~ ~ \ ~ / ~ i REMOVING ANY SOIL FROM THE SURCHARGE STOCKPILE.
THEIR CONTENTS, m ~ / _ _ WITH ~ r ' \ ~ T r _ ~ 0, ~i ~
w ~I \ ~ 1 _ > > ~ \ 1 ~ ,5 ~j~ ~ PHASE 3 ~ ~ ~ ~ ~ 5y 92 1 i ~ i \ 5 ~ \ P i REAS.
SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY ~ C. CONTRACTOR LL BE IMPLEMENTED ~x I ~ \1 I THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHA I I 1 ~ / \ \ ~ R~ A ~i 1. TEMPORARILY SEED DENUDED A ® ~ ~ \ \ \ ,2~ ~ REMAINING STORM
CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ~ I f I Iff r ~ AS DICTATED BY t I I D OF CONSTRUCTION. ~ I ~ y ~ 1 \ ~ 2. INSTALL UTiLIT1ES, UNDERDRAINS, ® r' ~ \ ~ \ ~ ING CURBS AND GUTTERS. ~ ~ \ \ \ STRUCTURES & PIP ,
ALL PHASES ~ I I V f I I • f ~ ~ \ \ ROUND OUTLET STRUCTURES. ® ~ S ~ \ ~ 3. INSTALL RIP RAP A \ \ \ \ ROUND ALL STORM • d \ \ \ T10N A
z 4 I _ \I ~ l 1 MANAGEMENT PRACTICES (BMP S) AND CONTROLS SHALL CONFORM - -I- - - ~ D. BEST I I ~ I ~ HICK x 11 ~ ~ ~ c_ " _ ® ~ S ~ ~ 4. INSTALL INLET PROTEC D~. ~ \ ® \ , ~ J TRUCTURES.
TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 1.5 1 ~ _ Al CONTROLS AS DIRECTED I = - . ~ ~ ~I ~ ~ 1 ~ ~ \ \ \ \ 1 SEWER S ~ ~ r~ \ ~f~ ( 5. PREPARE SITE FOR PAVING. r ~ \ ~ ~ , ((1
APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITION I I ~ I ( 10' IDE LAYS ~ ~ ~ - - _ BY PERMITTING AGENCY OR OWNER. I ~ I F LASS B 1 I I I I I o I, ~ 9 i 1.25 ~ \ PAVE SITE.
INEATE ALL STATE WATERS. PERMITS FOR ANY I I ~ ~ TRIP RAP ~ I I MAP MUST CLEARLY DEL I I 'Yo i ® \ ~ Q i \ 7. INSTALL INLET PROTECTION DEVICES. ~ ~ ~ \ ND INSTALL PERMANENT SEEDING ® ~ ~ \ 8. COMPLETE GRADING A
E. SITE _ J - CONSTRUCTION AC11ViTY IMPACTING STATE WATERS OR REGULATED WETLANDS J .s ~ - - - - - - J I ~I - L---- ~ y \ \ ~ \ AND PLANTING. SEDIMENT
INED ON SITE AT ALL TIMES. ~ ~ - - - ~ \ _ - MUST BE MAINTA - - - - - - / ILDI-~ N~`F OTPRINT N 1\ 9. REMOVE ALL TEMPORARY EROSION AND ® \ \ NLY IF SITE IS STABILIZED). N ~ 1\ CONTROL DEVICES (0 \ ~ \
XIMUM EXTENT PRACTICAL ~ ~ Q ALL MINIMIZE CLEARING TO THE MA \ / " ~ ~ ~ ~ I F. CONTRACTOR SH ( 0 a \1 \ 1
OR AS REQUIRED BY THE GENERAL PERMIT. \ / I ~ ~ o ® \ \ \ ~ \ \ \Q
MPORARY PARKING \ ~ ' ~ G. GENERAL CONTRACTOR SHAH DENOTE ON PLAN THE TE LECTRIC I \ - _ ~ \ \ ® r.• ~ •2 \ SEAL \ \ \ ~~a~n~mnq
SHALL ALSO BE USED AS THE EQUIPMENT 30 E SOIL TYPE ON-SITE) AND STORAGE AREA WHICH N AREA I \ ~ ( I INTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, A D I EASEMENT ~ SANDY CLAY (CL) ® ~ MA ® _ _ DETAIL \ cARO , SEE ) \ \ \ , ~ „
R LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. ~ I-- I LAYEY FINE SAND (SC) I Fo Z ~ . SILTY C p FLECTFINALCONDITION Q.~'~ S31~~'~ \ \ INTERIOR CON URS RE \ ~ \ \ \ \ ~ ~ ON
ANING EQUIPMENT I I ~ OI H, ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLE ~ ® ~ \
ETAINED AND PROPERLY TREATED OR DISPOSED. a I ' U.I CLEANING, ETC.) SHALL BED t \ \ a \ In ACRES SAL \ ® \
I® SUFFICIENT OIL ANO GREASE ABSORBING MATERIALS AND FLOTATION BOOMS Q ~ 44 ~ ~ ? I. I I - \ UTILITY s ® \ _ \ \ \ NAIL SET IN 493 ;
SITE OR READLY AVAILABLE TO CONTAIN AND I Q I \ of SHALL BE MAINTAINED ON l1 I \ &LNP874 ~ Z t1 0 ~ a \ \ 1 POLE CP REA 16.26 AC , ~ - \ IMPERVIOUS A
CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS, I I \ I ~ \ I~~,I I 6' \ ELEV.=26.86 ~'•.FN Q•' . , 2•w 2ea,3 ~ Wal-Mart Srfe ..,GIN,. N 31062 ® \ \ \ ^ '4,~'9j Ql~~
NIROLLED THE USE OF MOTOR OILS AND I ZI \ J. DUST ON THE SITE SHALL BE CO FOR DUST SUPPRESSION ~ I u ulDS ~ o \ I,,.I J R TOXIC O T \
OTHER PETROLEUM BASED 0 ~ J \ RATIONS IS PROHIBITED. ~ - I \ I \ \ r OPE I ~ \ ti ~ AREA 0.91 ACf \ a ~ IMPERVIOUS ~
1 ® \ ~ ~ ~ \ \ i a~. Off-Sete Q ~ \ \ N KEY PLAN 1 ® \ s
ARBAGE, UTTER, OR OTHER SUCH MATERIALS SHAL ,pol \ \ K. RUBBISH, 1RASH, G RS. MATERIALS SHALL BE PREVENTED FROM BE DEPOSITED INTO SEALEO CONTAINE I ~ ~ \ ~ ~ \ 8.13 ACf
AVING THE PREMISES THROUGH THE ACTION OF NAND OR STORMWATER f ~ \ I ~ 1HE STATE. I ~ ~ ® SEEDED AREA D ~ \ .4, ~ ~ e E
HARGE INTO DRAINAGE DITCHES OR WATERS OF I \ DISC \ \ ~ ~ ~ ® I I I \ ~ \ ~ ~ L-MART TRACT ~ \ WA 3.10 ACf 2
L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED I > I R POLLUTION PREVENTION I ~ ~ ~ \ \ \ ISTURBED AREA ® \ D
ON THIS PLAN, AND IN THE STORM WAIF ~ ~ ~ I C N AS PRACTICABLE. ~ PLAN, SHALL BE INITIATED AS S00 I \ ~ ~ ~ ~ ti \ \ , ~ \ OVEMENTS ~ \ ROAD IMPR
I / ~ I F 1HE SITE WHERE CONSTRUCTION ACTIVITY HAS \ r Y PRORE 1'Y, LLC 2.2 ACf L CIESZO FAMIL Q. \ 1 \ 1 ~ > \ ~ \ \ STUBBED AREA ~ \ DI
M. DISTURBED PORTIONS 0 gE TEMPORARILY SEEDED. THESE I ~ - ® I STOPPED FOR AT LEAST 21 DAYS, SHALL T ~ ~ ® \ \ \1 i \
~~A~~ cc ccFnFn NO LA1ER 1HAN 14 DAYS FROM THE LAS I ( 1 ~ , , ~ ~ ~ ~ A \ I ? ® .y,\ . 1\~ TOTAL X5.3 ACf
CONSTRUCTION ACTIVITY OCCURRING IN THESE A I 1 \ ~ I` ~ , ® ' \ k \ DISTURBED AREA
I / ® \ SITE WHERE CONSTRUCTION ACTIVITY HAS ~ I \ / ® ~ ~ { \ ~ \
N. DISTURBED PORTIONS OF THE DED. THESE AREAS ~ / PERMANENTLY STOPPED SHALL BE PERMANENTLY SEE ~ I \ ® ~ _ \ ~ o 6 to ( N - ® ~ SCALE
NO LATER THAN 14 DAYS AFTER THE LAST ~ / 00 PRINT SHALL BE SEEDED AS, REFER TO THE I ® BUILDING F _ _ J T y a ~ I \ DRAINAGE AREA FOR SB-2 ryti•
CTION ACTIVITY OCCURRING IN THESE ARE ~ p NAGE AREA FOR SB-1 - - - CONSTRU ® r' GRADING PLAN AND/OR LANDSCAPE PLAN. IN ~ ~ \ ~ ~ a ~ ~
NAIL SEi S TRAVELING OVER THE GRAVEL CONSTRUCTION UTILITY POLE ~ \ ~ \
0. IF THE ACTION OF VEHICLE ~ THE MAJORITY OF DIRT CPddNPABB ~ ~ ANCES IS NOT SUFFICIENT TO REMO \ ~ 1 t\ ENTR - _ _ \ \ ~ .
THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER ELEV. \ L - - - _ _ - - I \ OR MUD, PROVISIONS MUST BE MADE TO r _I I ! \ { ~ P vED
A PUBLIC ROAD. IF WASHING IS USED, ~ -I ® ~ TRAP THE SEDIMENT BEFORE IT IS \ ~ \ INTERCEPT THE WASH WATER AND ~ ~ - - - - - - - - - - ~ ~ I 1, p (IN P'~ET ) ti~ { 'i ~ \ i inch = 60 1!.
CARRIED OFF THE SITE. ~ - - ® U L _ _ _
ASHED OR TRACKED FROM VEHICLES I ~ ~ ~ P, ALL MATERIALS SPILLED, DROPPED, W ~ EMOVED IMMEDIATELY. ~ ~ ~ ° _
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE R x ~ ~ ~ F
E RESPONSIBLE FOR REMOVING ~ ~ I ~ Q. CONTRACTORS OR SUBCONTRACTORS WILL B MAY HAVE ~ L Q
TENTION POND AND ANY SEDIMENT THAT ~~J ` SEDIMENT IN THE DE TH ~ I - _ RM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WI ~ - 4 \ ~ \ \ \ 3 ® \ \
COLLECTED IN THE STO ~ SITE. o r' _ ~ THE STABILIZATION OFTHE \ \ \ ~ ~ \ •
I SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED o DITCH ~ CE 0 ® \ K FEN I \ \ CHAIN LIN S I I ® \ DANIEL ON ® \ \
R. ON-SITE & OFFSTE 110N OF BEST ° ~ a OM EROSION AND SEDIMENTATION THROUGH IMPLEMENTA _ ~ I ~ A110NS SHALL BE ~ - i I I TEMPORARY STONE COI~STRICTI PORARY SEEDING, \ \ TEM \
MANAGEMENT PRACTICES, STOCKPILE AND BORROW AREA LOC RAL PERMIT I ~ ~ C / I I ITE MAP AND PERMITTED IN ACCORDANCE WITH GENE ITCH ~ . I I ENTRANCE (SEE DETAIL) \ o IN. I SEE DETAIL ~ 36 CMP @MIN, 0.3 /o SLOPE wl M ( ~ ~ \
NOTED ON THE S ~ ~ D ~ ~ r - MENTS. W s V = ~ / ~ REQUIRE ~ ~ . • _ - ~ \ ® I I I I I ti ~ PIPE TO BE REMOVED & ® 1.0 COVER. I I NSTRUCTION
RING THE GRADING Z DITCH f•;~-~^""' = _ / FT IN A ROUGHENED CONDITION DU I ~ \ ~ _ _ _ J I I \ POSED OF ONCE CO NTATION ! SILT F NCE ~ ~ \ \ DIS SEDt E \ \ \ OVED•
S. SLOPES SHALL BE LE ROSION. ~ ~ ~ - ` I ~1 - _ - - - J A ~ PHASE TO REDUCE RUNOFF VELOCITIES AND E W Q _ _ ; ~ - ~ ` ~ I L_._. - - W I 1 TEMP FILL DIVERSION, \ \ ENTRANCE IS REM I SEE ETAIL \ ~ I X-~X ( ) ~o i \ ~
> _ I z ~ o _ - ~ ° T OF THE PROJEC , _ BADE CHANGES DURING THE DEVELOPMEN ~ ~ _ - ~ ~ l , p ® ~ I (SEE DETAIL) I ® \ I \
T DUE TO THE G - 1' ~ L BE RESPONSIBLE FOR ADJUSTING THE EROSION ` . ~ ~ , I I~ ~ ~ w THE CONTRACTOR SHAL TC. TO PREVENT EROSION. tl1 ~ ~ ~ . - - 1 ~ ® ~ ~ ~ > ~ I I \ ~ \ \ C. REVISIONS w I ~ \ ~ 0 1 2!21106 JLK MIS > I I I I \ \ ry• ~
NTROL MEASURES (SILT FENCES, STRAW BALES, E ) ~ , - ~ . ~ , I ~ I ~ \ ~ I ~ \ \ No. DATE BY Description Y ~ I I I RICHA4~D G 8~ CAROL B RICE MENT BASIN \ ry
AT THE END OF EACH WORKING DAY, , ~ ~ , , I ~ ~ / ~ I x ~ U, ALL CONSTRUCTION SHALL BE STABILIZED NAND ( -'J 1 ® I inm TEMPORARY SEDI ~,e-„ ~ I I I PROTECTION, ~ \ ~ h m OUTLET I \ ~ IsloNs _ REV
INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCi10 - - _ ~ 1 I ~ / / ~ ~ evm THIS ~ ~ ~m I SEE DETAIL) I I ( 1 vE SEE ETAIL I
P ACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. W ~ ~ I I L t ~ I ~ ® WILLAI z ' \ I p I W ( ) ,vE H. 8 CYNTHIA A CAPPS I I D~ JLK WILLARD I R~ I I E \ DRAWN BY
w / ` ~ I ~ I? I ~ U J ANCE I NKET 1 MATTING ~
Y ~ i~, I I LIMITS F DISTURB BLA cP I R
z ~ ~ o w J - I~ Z ~ I® / I NORTH AMERICAN GREEN ~6 ,23 \ APPROVED BY I I I i ( w. \ DRAIN E AREA R APPROVED EQUAL) ~ \ I I ~I®®®®® C-1250 g \ \
a 1 o I I Q \ CHECKED BY v ~ \ n I I 1 I I ~ \ OCTOBER 25, 2005
L PLAN = ~ ~ / ~SOo MEASURES STATED ON THIS EROSION AND SEDIMENT CONTRO v ~ ~ / c I ALL N PREVENTION PLANATION, SHALL BE ~ ~ ~ I I s ~ ~ DATE
AND IN THE STORM WATER POLLUTIO I ~ I AL CONDITION UNTIL NO LONGER REQUIRED ~ ~ I ~ / I I I OW ARROW ° ~ DRAINAGE FL ~ \ I LET \ \ \
IN FULLY FUNCTION MAINTAINED FINAL STABILIZATION OF THE SITE. F WORK OR ~ ~ 1 / ~ ` FOR A COMPLETED PHASE 0 SHALL BE CHECKED ~ ~ I I ® ~ I EXCAVATED DROP IN i e \ ~ wl APPROX. SLOPE ~,2~• \ \ I. I I PROTECTION (TEMP.)(SEE D~TAIL) \ ~ TITLE
ALL EROSION AND SEDIMENTATION CONTROL MEASURES \ ~ I ~ N IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ~ \ I I I 1 I ~2 ° \
o BY A QUALIFIED PERSO NT AND ~ ~ v IT WHICHEVER IS MORE SYRINGE I I Y E APPLICABLE PERM ~ V 1 T OR TH ~ ~ \ \ I I I I ~ ~
REPAIRED IN ACCORDANCE WITH THE FOLLOWING; ~ I ~ ~ I I ~ ~ I~ ~ I 1 ® ° \ s ~ ~ I I I I d. - \
a AND BARRIERS SHALL BE REPAIRED ~ _ _ _ _ J I 1. INLET PROTECTION DEVICES NG OR DETERIORATION. ~ ® - ` NT ~ _ _ _ - LDING F00 PRI ~~r1 BUI ~ \ ros I I -1- I I ~ ~ ~ . ~ ~
OR REPLACED IF THEY SHOW SIGNS OF UNDERMINI ~ I N ~ I ~ Q( ~ ~ a ~ ~
~ ~ 1 I THAT A~' ~ ®I l EXISTING 4 Q I I t0 N N ~ n ro o en ~m - I e Q I ? I I o ~ II II ~ ~ ~
N DED AREAS SHALL 8E CHECKED REGULARLY TO SEE N ~ 1 ~ I 2. ALL SEE AREAS SHOULD BE FERTILIZED, WATERED, ~ ~ ~ ~ GOOD STAND IS MAINTAINED, ~ 1 ~ ~ II I j BILLBOARD I ~ v w I w a ~ N N ®®~z~°~~®® ~S > I I T Q I N N ~ II
° AS NEEDED. ~ ° AND RESEEDED ~ 1 ~ ~ ~ / TO REMAIN ~ N - U ~ II ~ an M ~ se ® a
z ~ ~ I N 3, SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS I ~ ~ I I NON I ~ ~ I Z ..I®~'.®®®®® .I
~ .SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES ~ ° ~ o~y° / n IF DAMAGED _ F THE HEIGHT OF THE SILT FENCE. ~ ~ ~ ~ ~ I U I Z I ~~~>A ~ N N - > ~ z ~I u I ~ ® PROJECT N0. $0263900 y ~ o I ~ Z~_
WHEN IT REACHES ONE HAL 1 ~ / ~ I I a o I ~ ~ Z L Z ~ T A M
~ / ~ i r A D IN A CONDITION ~ ~ I I ~ HALL BE MAINTAINE ~ N r \ N I - l;~ ~ I' HU? D~'' x _ EXISTING PAVEMENT TO BE ~ ~I ®®®®®®®v ~ D. ~ MOVED AND DISPOSED ~
4. THE CONSTRUCTION ENTRANCES S F MUD ONTO PUBLIC ~ I ®p I~ WILL PREVENT TRACKING OR FLOW 0 ~ ss ~ oHU _RE _ INY,~ _~2
o WHICH _WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE ®y~ z } RIGHTS-OF It10NS DEMAND. - xGA - x - ~ ~ ~ -s - -
a CONSTRUCTION ENTRANCES AS COND ~ _ - ®®®®A?&1®®®~®®f~®~®~®I®® ® CHU - - ® -
~ LL BE KEPT IN GOOD IN1® ~ ®9 _ ~ a 5. THE TEMPORARY PARKING AND STORAGE AREA SHA ~ \ _ ~ ,THIS MAY OHU ~ ~ - - - - ~ - - _ - _ - = _ - - _ - IGHW - - - - ~--=-=T=_ _ _ - ~ U.S.
- CONDITION (SUITABLE FOR PARKING AND STORAGE) SEE ROADW ~ \ _ - - ' _ _ _ - - _ REQUIRE PERIODIC TOP DRESSING OF 1HE TEMPORARY PARKING A pLAN (SHEET B) - _ -
i NS DEMAND. R E8S IN T IS 1 ® ® ° CONDITIO FO - - - - ~ 0
° INS SHALL BE AREA _ - . ~ , _ _ Q 6. OUTLET STRUCTURES IN THE SEDIMENTATION 8AS THE _ _ _ - - (~t®® SHEET NO - - _ - - . - _ - - - - - v~
~ AT ALL TIMES, SEDIMENT ~ n ~ ~ l - _ i MAINTAINED IN OPERATIONAL CONDI110NS ~ ~ ~ ~ , _ ~ _ .r - PS WHEN THE 4 ~ 1 - - •l ` - _ ~ .~rr~~~!~ _ _ _ - _ - l ~ - -
o D FROM SEDIMENT BASINS OR TRA ~ ~ - _ _ o SHALL BE REMOVE p gY 50~. ~ " m APACITY HAS BEEN REDUCE x ~ EXISTING PAVEMENT TO BE ` _ ~ DESIGN C ~ T ® r . d,~~-- _ _ _ _
REMOVED AND DISPOS D - ~ , _ _~72 0 N
O
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3 4 5 6
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i. n ~tl; ?10.';;~s" 1' M~;~" ~?~r 1,..,.l,. .r.. ~~,w:°'• ~ SOIL EROSION SEDIMENTATION CONTR ~ ; r~ / OL OPERATION TIME SCHEDULE
v 1 ` ~ .~fr~ r. 4~ I 1 ~ ~ i.. ~ . a • ~ s a' p 6
` 0 NOTE. GENE ` u:; • ~ '3 r• ~ RAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ~ P
VICINITY MAP - ` v CONSTRUCTION ;;,;;r.a; ia.~ + 5• SEQUENCE JAN FEB MAR APR MA JUN JUL AUG SEP OCT NO DEC JAN FEB MAR APR
I 0 N.T.B. ~ ~ ;z'x, ~i~.. > . ROUGH GRADE IM ~`,,;,~.,r~ , ~ / SED ENT CONTROL 551 PINEY FOREST ROAD
~ ti' r'~~.,r 9 f'l.:i' .T:: ;yc 'i~ ~ i I ~ 71~ , 7 1i7:` ~i.A,e`..r ~'r: I DANVILLE, VA 24540 ~ - ' ~ r ' TEMPORARY CONTROL MEASURES
1 r 'w ~ r .~o s ~ ,~a a oN .gyp ~ ~ : „ PHONE: 434.797,4497 FAX: 434,797.4341 ~~D 1~, ~ ~1~,;;: STRIP & STOCKPILE TOPSOIL
I I I $ a I r ~ +r~ I
I I ~ ~ F ° . I I , I, ~ o ~ ' w STORM FACIUTIES , ~otoz , , a^. ~ y ~ ,U~
I I ~ , ®I I I I o ti - TEMPORARY CONSTRUCTION ROADS r i e tuL tt ~ FOUNDATION BUILDING CONSTRUC110N
~ ~ , F . x x I ~ ~ t;,. ~ , ~ ~ .;,x
. ®S 0 AT ~J L W ~ . ~ -arr ~ i~' 't ~{G~;, SITE CONSTRUCTION
I, ~ ,I ~ \ ~ ~ ~ F Jt~ Y.. ~0- r ~ ~ PERMAN NT N ~r~ Y, ;t~. E CO TROL STRUCTURES
x p T 1 y , u: y:, S z x''~''ra 'v ~~i' V' ~~•.~v, ~ ~ = ` I S GR DING
\ 1 ,10, ~ NS! Q. '6JhV' 4 lrV ~ y7~4!, c ' r T~ ~ , ~ 7 `~';F 1~.^ r LANDSCAPING/SEED/FINAL STABILIZATION
~ y~ ~ - - ~ D rotiotd Dr ate .~';x~~.r~t a,~ :r`i,' , r ~av:. ~ .r. .9A... ~ r, .~~{~T :a. yu;C• Sc ~
a ~ ~ I I LAS RI ~ ~ ~a K:;,., ~ ~'i i l0,"`
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- I- - 11 I 1 aoea : c , ~y., ~t ~k _ _ • S ~l 11 I i I ~ I ~ ~`~'a.,^~'.-BSI ~ ~ ! ' t ~ ' wK (y~ ~.ir~ r ~ <i'F7 ~ 1u ~~;.Y;l1 ,~'1'0~~~~ »t 1, ,r , ~ , ~.lA f , ..r ,JCJ C , -r , t r r t i P, l' w t r:i. .~l h }I sl ~:`ti]~ t ~j til, ~.f L~)t~~~d.H n ~rPQ. 1,,d 1r~ )'F ~ t..V L l ~}s.;l ! 1. l '~,J ~ ~'T1, I C Q I I 1 ~ , , ~ 1 d ~ a' il d. t d
P , . ray - ~ 1~ ili® i ~'Z~ t. .~•r (t.,. i >r ,a ~'I tiL JI, F, i1 QU f.Ciw•11.5 } t( r,,~ , 1 ~ ~ i ~ ,wt I h 1~~'1 uc ~g ' q 'r 7 .~5. « ~ d. , „r~ ~.i.i: ~+;~t ,T$A.! ,f~ !F ~ , t. i ( ~ ~ ~ t, i. ~ ~ ~ i.i.:r d ~ ~ a; ,.b ~ ~ '~c) ' tip, ~ r~ , . ~ ~ i , ~ J. , l p ~ r ~..J ~ ^?d
~'vwy ~ I I ` ~•.~~»r ~!ri?i ssr.~c `liw~. ~.y{h, ~t?f' W ~ / ~ ~~~I 4 ~ .y{C~{~.'~ '7 r ~ ~ r~ 37~^'I ~i~' ~r q l,l}~ ~ a! a~~ i It 'J,L ,7r ,.1:2~~dh~41?L 14,~h 4i n, ~ S.n~':L';; t :j y -r a` .x~• i ,vM Fie; r C i , t i ~ J>~ '7.J f.. r~.~... II ,7.,.~• ~iy..j . x'17 I S ~ ~ 1 '1: I l ~ ' 1• '
- ~ ~ ~ ~ 1 M 1 ti~ 1 I ~ 1 hl S }I yl.. d `~rP ''I j; f.l... ~I ~:,~.~.I t "I~ f 4f , , f 7 i~ , ~ 1~ h ~ i i 7 r .arras i , , a i.,, ~ 'r 17~ ~t'~~ ~t p~~`(~~ ' rS, ~ ~.n~`; ' , r r ~ ~ a ~ ~t~r rn ,
0 1 ~ / 1 ~ 1~ ~ \ f ' i 1 a, ~ t; 4 r ; f' ~ f t~ rf t. 'f, ~ a; ~ r' r, , ~t ~ 7 n 77 ~ ~ ..5~'. Ji k a ~ s n. f r,.r ~ ~ , ,
~o ~ 1 1 ( / / N ~ ~ ~ ~ ~ ~ I t In I ~ 11 • 1 I ` ~ ~ ~ "r' 1 , ''1 r 7~4 G 1"b ' 'l ~ P , 4 ~ 9 , U ~ 1 J'. i I ~ , ,~~i I i 5i f n , f d 1~ ~ ~{fir~ n P ~ f 1 .I~ f r~J S ~ ;i-7 P , ~ ;r ~ I Y c ~ ~1 1 ~ 1 ~ tl , rl 5, i , tkl. ti o ~p J I f t ) ~ ~ ~ J ~ ! l ~ ~.I 4) . ~
/ ~ 1',1 1 ~ ~ ~ 1 UNDISTURBED AREA ~o I 1 a l ",r Cl Yr f~ YM~y~ ,Yf A ~r fi r ' ~ ? , ~ 'i!' ~ J N q t , ~u t ~ ~ t 1h ~ n Jr 7, 1 } l t l ~ t J.. ~ r I f 1 1 ~ ~t DEVELOPER OWNER, i ,,N , { ~ ~s~k ~l,,,, r, ~t, , ~ ~ , , ~ ~ ,t •x t z.,nN ~ ~[~I s x~ ~l(~ l' , t , r ~ 'tN r r , r
1 ~ 1 ~ ~ Z i ~ a 1 ~ 1 }l W: ~.•.,I ~ ~ G,. Ill ~A Yt 1 ~ 1~ ` t ~ C i WAL-MART T ~ , ~ u , SORES INC. ~ , ~ , ~~x, »r .:ref
\ ~ I 1 ~ 2001 SE 10TH STREET
BENTONVILLE AR 72712
I 1 ;tip \ ~ ~ ' SE UENCE OF CONSTRUCTION
1 \ \ ~ 1 \ QR, \ ~ \ ~ \ 1 479-273-4000
1~ \ ~ 1 ~ ~ ~ \ ~ ~ SITE OPERATOR GENERAI CONTRA T PHASE I / C OR. Q~ 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
~ ~ ',co ~ ~ 1 1 \ 0 2. INSTALL ALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION
( ~ \ 1 \ 1 SOIL TYPE (AT OUTLET PROTECTION) ~ ACTIVITIES THAT DISTURB SITE SOIL AS SHOWN ON PLAN.
\ 3 \ ~ ~ ~ Z, ~ ~ BLACK SILTY SAND (SM) SUPERINTENDENT; ~ I 3. PREPARE TEMPORARY PARKING AND STORAGE AREA, UPON IMPLEMENTAl10N AND INSTALLATION OF THE FOLLOWING
I~ 1 ~ .a ~ ~ a ( ~ ~ SILTY CLAYEY FINE SAND (SC) ~ 4 \ \ ~ J+ \ t AREAS: TRAILER, PARKING, LAY DOWN, PORTA POTTY,
X I I 5 I \ \ J I \ ~ WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, \ FUEL ANO MATERIAL STORAGE CONTAINERS SOLID WASTE
I I ~ v r ~ I I ~ ~ v v 39v ~ ~ ~ , CONTAINERS, ETC., DENOTE THEM ON THE 51TE MAPS
I I t v ~ I I I \ v A v ~,v ~ \ \ ~ ~ \ \ ~ IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS \ Q
® \ ~ s \ ~ ~ ~ s \ ~ I ~ ~ 1 \ 1 •y AS THEY OCCUR THROUGHOUT THE CONSTRUC110N PROCESS. 1 \ \ \ \ \ ti6 4. CONSTRUCT THE SILT FENCES ON THE SITE, 11 1 \ 1 ,ti ~~~E ~
x 4 ?9y \ ~ ~ 50 -RIPAI~IA?~;~TREAM ~ ~ \ ' . \ ~M ~ a • \ LNG ag HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING N
! ~ ~ ~ \ ~ - BUFFER ZONES~1 2 s _ ~ ( 1 2I G ,titi• CONSULTANT TO PERFORM INSPECTION OF BMPe. GENERAL MM Z
r _ > . a 4 _ -SkiALL~IOT BE DIST RBED ~ ~ ~J' CONTRACTOR SHA W RBED Q \ LL SCHEDULE AND CONDUCT STORM WATER M Q 0 PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND
~ \ \ DISTURBING CONTRACTORS BEFORE PRO I Z CEED NG WITH \ ~ ~
ZEN \ ~ ~S ~ AMP AREA . 'S51EiS r ~ S f A ~ S 8'36'E a212 ~ ~g,84 OS'S , ~ \ \ \ CONSTRUCTION, p ~ 1 W r \ W tr
\ 5. C N T ~ 0 STRUC THE SEDIMENTATION AND SEDIMENT TRAP BASINS, M Q I.L.
GENERAL EROSION NOTES ~ i ~ / hr - - f ~ ~ \ 6. STABILIZE BASINS. U \ t ~ 7.C ARA O I \ ~ \ LE ND GRUB THE SITE.
~
A. SEE DEI(~IL ~ ~E ~ ~ sEr IN _ THE STORMWA P ~ c TER OLLUTION PREVENTION PLAN IS COMPRISED OF THIS ~ - ~ 18 P E / ~ ~ \ E- ~ ~ \ PHASE II ~ o s ~ \ z
DRAWING ("SITE MAP THE STANDARD DETAILS, THE PLAN NARRATIVE, (INTER19R ~NTOURS f.~EFLECT FINAL CO DI / E .=24.98 ~ I ~ ~ ~ ATTACHMENTS INCLUDED IN SPECIFICATIONS SECTION 02370 ("SWPPP"), ~ ~ ~ ~ ~ ZO DD ~ o . ~ ~ ~ I \ 11~,~ ~ \ y .NSTALL STORMDRAIN STRUCTURES AND PIPES AS SHOWN L p, \\o t~ Y
PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS, I ~ ~ ~ ~ ~ ,-,NE pI ~ Z / ~ ~ ~ \ ~ 1f ~ ~ \1\ L U ~ \ 2. INSTALL EXCAVATED DROP INLETS EIP AROUND THE DRAINAGE r
~ ~ ~ °^F i , ® - ~ ~ \ STRUCTURES AS SHOWN. J \ ~ ~ ~ ~ \ ~ Q ! \ I.L W - ~ y \ ~ \ ~ r. C ,
8. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM ~ ~ ~ ~ ~ ~ l I I ~ ~ ~ OiV WATER POLLUTION PREVEN110N SHALL OBTAIN A COPY OF THE ® / ~ ~ / ~ \ ,f 2 ~'?'F a N UNDISTURBED AREA ~ \ o \ a ~ o .NSTALL DIVERSION JUST INSIDE THE PROPERTY LINE BESIDE THE Q
STORM WATER POLLUTION PREVEN110N PLAN AND THE STATE OF II ~ r R ~ ? \ 2 1 Z ~ uy~~. 1 I I~ I~ ~ \ % ~\o ~ STORAGE BUILDING OWNED BY WILLARD & CYNTHIA CAPPS AS SHOWN.
ANY STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION ® ~ ? ~ ? ~ ? ~ ~ ? •Ir 1~ a \ 1 ~ SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIARS ao ~ ~ ~ / Z ~ W ~ ~ ~ 4. IMPORT SOIL SURCHARGE STOCKPILE OVER BUILDING PAD AREA WITH 1 Q
WITH THEIR CONTENTS. ~ - - - / ~ ® TORMVVATER 0 TFL01N ~ ~ \ I ~ ~ ® ~ A MINIMUM OF 19: DRAINAGE ON TOP OF THE STOCKPILE. ~ o
~ ~ \ 24--~ C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY I 26 ~ ~ Nr~ I~IAII®1F~tRARY TI+IAT ~ \ ~ ~ ~ ~ BANDY py~ App~p~ ~ s ~ ~ ~ ~ i 5. TEMPORARILY SEED SOIL SURCHARGE STOCKPILE.
THE SWPPP, ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED ~ -
AS DICTATED BY CONDITIONS AT NO ADDI110NAL COST OF OWNER THROUGHOUT Nx D _ ALL PHASES OF CONSTRUCTION. ~ I \ \ ~ ~ ~ 6. MONITOR SETTLEMENT OF SURCHARGE AS DETAILED IN THE \ ~ ~ ~ i \ ~ \ < ab~~ ~ i PAD PREPARATION NOTE ON THE COVER SHEET.
I D, BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM z 40.5 ~ ~ \ y5,5q~ b ~ 5 /!i ~ ~ p~~ 7. AWAIT DIRECTION FROM GEOTECHNiCAL ENGINEER PRIOR TO ® ~ S 2 ~ \ ~ i i~ REMOVING ANY SOIL FROM TH UR HAR ® y \ ~ \ / \ \ ` GP i~~ , E S C GE STOCKPILE
TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS ( I I ~ APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS A5 DIRECTED I I - - - . - - - I / ^~ai \ \ \ R 21 ~ ~ ~i
I BY PERMITTING AGENCY OR OWNER. I I r ~ ~ 1` ~ ~ I .5 HICK x ~ ~ ® ~ S 1 \ rs i \ \ PHASE 3
I I I I 10' IDE LAYE 1 ~ E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY P - _ - \ o~• S ~ \ 1. TEMPORARILY SEED DENUDED AREAS. _ .z \ \
I ~ CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS II I ~ I OF LASS B 1 BUILDING FOOT PRINT L~ _ \ \ - ~ ~ ~ ~ ~ \ \ ~ \ ~ 2. INSTALL UTILITI _ ~ ® \ ES, UNDERDRAINS, REMAINING STORM r 1e i \ J
MUST BE MAINTAINED ON SITE AT ALL TIMES. I D '0 I I D s- RIP RAP ~ L ( I I o ( / \ y ~ \ STRUCTURES & PIPING, CURBS AND GUTTERS. ® y ~ \ ,9 ~ ~ \ \ \ ' 9. \ ~ 3. INSTALL RIP RAP AR N I \ ~ ~ ~ ~,25'~ ® \ \ OU D OUTLET STRUCTURES.
F. J ~ ~ I I CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL ~ - - - - - - - - - - J L _ - - _ _ _ _ _ _ _ _ _ o ® ® ~ Q ~ ~ `~1, \ \ 4. INSTALL INLET PROTEC110N AROUND ALL STORM
OR AS REQUIRED BY THE GENERAL PERMIT, r \ ~ \ ~ . - = - - - J ~ I / ~ ~ ~ ~ ® \ ® \ ~ \ \ SEWER STRUCTURES. \ \ S. PR P
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING I \ ~ ~ I ~ ~ \ ® E ARE SITE FOR PAVING. \ \ \ 6. PAVE SITE.
AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 41.5 I MAINIENAN 30' E ( \ ~ CE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA \ ~ I ~ ~ N ® \ \ \1 \ \ 7. INSTALL INLET PROTECTION DEVICES.
FOR LOCAl1NG PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES, I EASE I \ ~ \ \\\\®1\ 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING ~ o\~ i* \ \ 1 AND PLANTING.
I / SOIL TYPE ON-SITE ~ - , I ( ) - H, ALL WASH WATER CONCRETE TRUCKS VEHICLE CLEANIN IP I SANDY CLAY CL ( G, EQU MENT I ( ) I ~ 1 e \ 1 \ 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. I SILTY CLAYEY FINE SAND (SC) I L 1 ~ ` CONTROL DEVICES ONLY IF i _ _ ~ \ \ \ ( S TE IS STABILIZED), 62 \ \ e
I ' I I. SUFFICIENT OIL AND GREASE AB50RBING MATERIALS AND FLOTATION BOOMS ~ \ 1 \ \ ~ (SEE DETAIL \ \
SHALL BE MAINTAINED ON St1E OR READLY AVAILABLE TO CONTAIN AND I I r - - 1 \ INTERIOR CON OURS REFLECT FINAL CONDITION \ \ SEAL ,,N,,,,,,,,,,,~~~ ~ \ \ ,\v~ \ CAA
I ~ I CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. ( ~ ~ \ 1 Q ~ v, ~ P , \ ` \ \ \ .
I I J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND \ I 1 I OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION ~ I I ® \ ~ \ \ r: F~ss~o . a
OPERATIONS IS PROHIBITED. \ 42.5 I ?
I \ T "I I I ~I K, RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL I 1 ~ ~ NAIL SET IN UTILITY In ACRES ; .
\ I ~ J BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM \ I \ 1 36' \ POLE CP&LNPB74 ~ 4~ I e i 1 22 W 284. ~ 110 N 3106 \ z , Z j,) d
LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER I ~ DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. I \ \ 1 I I ~ _ _ ? ELEV. 26.86 ~ Po ~ - - _ _ \ ~ IMPERVIOUS AREA 16, 26 ACf a ~ • Q~
~ I , I~ NOTE: ~ ® ~ \ ~ Wal Mart Slte H a
.A \ ~ L LL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED I ( \ C ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION \ \ ~ ~ I PROPOSED GRADES ® ? 1 ~ ~ '~nnnn~
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. ( ( \ ~ I \ ~ ~ z ~ IMPERVIOUS AREA AROUND BUILDING P D ® \ 1\ ~ 0.91 ACf 04 ~ \ \ ,
i ~ M. DISTURBED POR110NS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS 1 / ~ I Og. INDICATE ~URCHAR ® 1\ Off-Sete KEY PLAN 0 1 ~ 1 0
STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE I ® 1 / ® I \ a~ ~ ~ \ SEEDED AREA 8.13 ACf
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST I / CONSTRUC110N ACTIVITY OCCURRING IN THESE AREAS, ` ~ ~ ~ 1 \s
~ ~ ® ~ \ \ ~ \ \ WAl-MART TRACT ~ < ~ ® \ \ 23.10 ACf
N. DISTURBED PORTIONS OF THE SIZE WHERE CONSTRUCTION ACitViTY HA I - - ~ ~ / S I 1 ' ' / Q ~ ( PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS I ~ ~ • ~ CIESZO FAMILY PRORE~TY, LLC ~ DISTURBED AREA N ~ v v v
SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST x I ~ / ® I \ > ® \ a ROAD IMPROVEMENTS
CONSTRUCTION ACTIVITY OCCIIRRINA IN 11aFCF aRF6S at:FFR m tug I I t / 41.5 ~ ~
GRADING PLAN AND/OR LANDSCAPE PLAN. i ~ ~ - ® ~ U101 UftCtU AKtA ' ` '
D IMAGE AREA FOR SB-1 ~ ~ 0, IF THE ACTION F NAIL SET IN i , - 1~ ~ ~ _ - - I \ TOTAL
0 VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ( - - - - - - - J ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT POLE ~ \ ~ r"' 125 N ~-------d-- ® ~ \ 25.3 ACf ~ \ ® DISTURBED AREA
OR M D TH CPdtLNPA88 ~ \ U , EN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER ELEV.m28.32 ~ \ A PUBLIC ROAD, IF WASHING IS USED, PROVISIONS MUST BE MADE TO ~ BUILDING FOOT PR~JT ~ / ~ DRAINAGE AREA FOR SB•2 ~ SCALE
INTERCEPT TH A H \ L - - E W S WATER AND TRAP THE SEDIMENT BEFORE IT IS ~ - - - - ~ CONTRACTOR SHALL T MPO Y COVER ~ ~ \ a ~ \
CARRIED OFF THE SITE. -I ~ ~R \ r ~ ~ ~ - - Q STORM STRUCTURE TO PREVENT SOIL FROM .R 1 ~ ti ROM l ~ ~ 1 ~•,.2-
P. ALL MATERIA P L^ - LS S ILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ~ - - ~ ENTERING STORM SYS M UN IL 1ARGE I ~ ~ ~ ~ h
ONTO ROADWA R I - - SURCHARGE YS 0 NTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. ~ IS REMOVED ~ _ _ _ ~ 2 eo o ~o eo X20 ti I ~ ~
x 40.5 = Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING
SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH
THE STABILIZATION OFTHE SITE ~ r' - - - D ® vt ~ IN FEET } 1 inch 80 it
R. ON-SITE do OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED 4W4 o ~ _
FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST 0 - - - _ _ _ - = a \11 - - I ryry. ®\1\ \ \
MANAGEMENT PRACTICES. T KPI ~ D ~ r - ~ S OC LE AND BORROW AREA LOCATIONS SHALL BE 0. a NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT ~ ~ ~ DITCH - ii c,Q \ \ \ i \ a~ ~ \ \ \ \
REQUIREMENTS. Z I - - - ~ ~ AIN LINK FENCE I I 2 r~~. \ CH \ \ \ \ I I DANIEL E& N R SMITH I
LU DITCH ~ ~ S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADIN ~ ~ / I I \ 1\\
PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. ~ I D I \ I / I I i ~ \ \ ® \ I TEMPORARY STONE CONS RICTION TEMPORARY SEEDING, \ \ \
I ~ I T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT . - - I it \ I ~ I ENTRAINCE (SEE DETAIL) (SEE DETAIL 1
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION 0 I - - - ° - - - ~ _ _ - - - - I ' ~ CONTRI ) W CONTRACTOR SHALL ESTABLISH A DIVERSION I 11 36 CMP @MIN. 0.3% SLOPE wl MIN. > I I ® s ,
CONTROL MEASURES SILT FENCES STRAW BA E - . - - = - - -~J ( L S, ETC.) TO PREVENT EROSION. - i ~ ~ BETWEI ' N ~ I I BETW I o 1, ~ EEM THE SILT FENCE AND HE PROPERTY 0 COVER, PIPE TO BE REMOVED & o
~ P U. ALL CONSTRUCTION SHALL B TA - ~ - _ . = - - ~ I II ~ I TO CAR E S BIUZED AT THE END OF EACH WORKING DAY, ~ ~ _ - ® I ~ ~ W TO CARRY' WATER FROM BEHIND THE EXISTING I SEDIM NTATION /SILT FEN E TEMP FILL DIVERSION ~ \1 \ DISPOSED OF ONCE CONSTRUCTION
THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CON TR ~ I F I BRICK E s ucnoN ANO ~ - - - _ , - ' , , 1 ~ ® II 1 ; 9 ~ Q PLACEMENT OF GRAVEL OR 81TUMINOUS PAVING FOR ROAD CONSTRUCTION, - - - , , , I ~ / ~ Y W I • ~ r 1 ~ 1\ ENTRANCE IS REMOVED, BRICK B ILDING TO STORM DRAT I L - X X SEED TAIL \ Q U N ET DI 20 ( ~ ) \ (SEE DETAIL \
I ) \ I ~ I I ~ \1 I I \ ~
w ~ 20x40 23x46 xl I ~ J - z I 2' d ~ I ~ N~ ~ I P ee 2 dee p EIP ~ \ p I de ~ , I I ~ \ q I I ~ RICHA~2D G & CAROL B RICE ~ \ \ \ ~ 0 1 2121106 JLK MISC. REVISIONS
W p 35x70 E I ~ Bot. Elev. 25.50 Bot, Elev. 25.50 t. elev. 25.50 2' dee I I ® 1 ~ ~ ~ I I TEMPORARY SEDIMENT BASIN 1\ 1 e ti I \ \ ~
Y P I ~ WILLARD I 1 No, DATE BY OUTLEIiPROTECTION, ~ r~ n Descnpllon WILLARD H . & CYNTHIA A CAPPS I I (SEE DETAIL) ~ \ ~ ® \ h~
/ 1 ~ ! Bot. Elev. 25.50 I z ~ _ ~ ~ J MAINTENANCE I SEE DE AIL I 1 ~ - ~ REVISIONS I ( ) ® ~E
~ ~ ~ Iw ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, a ~ / o la I I I BLANKET /MATTING .i ~E I ® , I I ~ o,
AND IN THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE ~ ~ ~ ~ r \ p ~ MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED ~ 6 ( I LIMITS 0 DISTURBANCE I (NORTH AMERICAN GREEN .2~ ~ E \ DRAWN BY JLK ~ I I I ~a „ cP
FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. I \ ~ / ~a I I C-125 OR APPROVED EQUAL) 6 R 3
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECK \ ~ ~ m BY A QUALIFIED PERSON IN AC R ED ~ ~ \ ~ I ~ ~ I Y CO DANCE WITH THE CONTRACT DOCUMENTS ~ ~ I ~ I ~ ~ ~ DRAINAG AREA ( TO BE INSTALLED ON ALL SLOPES \ APPROVED BY I 9 ' ~
OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT AN ~ \ \ I ~ / ~ , D i ~ 1 3:1 AND STEEPER Q2~ \ \ I \ 1 I I t~J ~ \ CHECKED BY
REPAIRED IN ACCORDANCE WITH THE FOLLOWING: ~ ® ~ ) a I ,..I I I I o ~ \ \ I I I DRAINA s \ \ \ I I GE FLOW ARROW o ~ \ ocroBER 2
N 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED ~ I ~ V ~ ` I , t \ \ ti 25, 005 I ~ ~ DATE I EXCAVATED DROP INLET I wl APPROX. SLOPE a 1
M R ~ T 0 REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. S I ~ ~ ~ I 1.0% ®23. I PROTEC1110N TEMP. SEE DE~AII \ \ ~
o ~ ~ I I cv ~ I ~ I ® - I I o TITLE I I .~~G s2 ~ \ \
~ 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A ~ _ \ I ~ I I \ I I t ~ \ \
°o GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, N ~ 1 \ ® I / I ~ w AND RESEEDED AS NEEDED, r ~ \ ; I ~ m l 1 d l l I I ~ J I I I - - - - BUILDING FOOTPRINT , ~ ~
N \ EXISTING I Q \ 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS I \ ~ ~ ~ l BILLBOARD ~ I I ~ I I f~ I d M ~ 2\ ~
~ = I U IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 11 ~ ~ / TO REMAIN ~ rosion _ W I I O. N N 7 ~ ~ ~
~ WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. I I 1 ao I ~ \ F o,yo! ~ / I o I ~ ~ \ I O I z ~ " I rn > ~ co ~ N II I!, ~ \\C ~ W I ~ d M I N N N CS
A i ~ i ~ o K ? ~ e amen ~ ~ on ro I ~ a ~ I ~ r ~ II ~ z I NUN i ~ ~ N o I N ~s
4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION / \ / I ~ a WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBUC I ~ ~ o, I Y I. ~ ~ z _ ~ ~ , ~ J > ~ ~ ~ ~ N N s----- ase an
! I a RIGHTS-Of-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE ~ o I ®I. I
CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. I 'N ~ i d ~ ii ~ N I ~ ~ > ~ ~ z N / I ®®edl®® ~ /C7 Z - ii ~ yp ~ u, OHIJ- D~ M I AT
I ~ Q9J~E~® ~ 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD gF, pf 7 ® U 1 ~ ®,E~ I I „ CR-- ~ _ PROJECT NO. $0263900
> CONDITION (SUITABLE FOR PARKING AND STORAGE), THIS MAY ®I ~ L~1 • ' ~ ® ® - - C.~x ® Ip ~ _ x ~ REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS SEE ROADW ~ / - - " 7 ~ - x-~-=-'"- ~ - ~~N - ~ ~ EXISTING PAVEMENT T BE - xt,~.x _ _ SS 0 - _ - ~ Hu ~ REM V 0 0 ED AND DISPOS D
o CONDITIONS DEMAND, ~ - - CHU o PLAN (SHEET B) / ~ - _ OHU - -'I` " t .
a FORE&S IN T IS 1 - - - - _ v 6, OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE _ _ - t~;, AREA _ -S _ _ _ . OHU ----~J- _ - - - -
MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT - ~ - ' o ~ - o - _ THE \ ~ ~ --.--Y - _ _ - ~ ~ \ ~ ~ -
SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE / ~ - \ ~ A ~ DESIGN CAPACITY HAS BEEN REDUCED 8Y 507.. Q ~
c~ )t X -
~ f-- EXISTING PAVEMENT TO BE ~ ~3~ - - -
a OHU __REMOVED AND DISPOS D p _ - _ _ - - . =772 - _ _ - - _ . \ - - - _ - _ - SHEET N0. OF

2 3 1 6 4 5
I •
x ~ UNDISTURBED AREA
1 Lurhlnalre Schedule
x s Pro ect~ All Pro ects
~ 9• Arran erlent Lurlens LLF LLF Descrl tlon
sioP sTGH TYPICAL, sEE DETAL sHEET x ~ S rhbol Qt Label A Q ~ 0.750 GFRS-2-1000-PSMH-CT 39' PALE 3` BASE
~ , 6 FV SINGLE 120000 0.750 WAL-MART 184 305 + - Dewberry & Davis, Inc. 0,750 GFRS-5-1000-PSMH-CT 39 PALE 3 BASE • 561 PINEY FOREST ROAD
AREA stRIPED AT sYSI 4' AT 45' a 2'-0' o.c. ~ ~ 17 BV D180 120000 0,750 8 / ~ x ~ STANDARD SPACES 812 SPACE DANVILLE,VA24540 0,750 GFRS-5-1000-PSMH-CT 39 PALE 3 BASE
5 KV 3 @ 90 DEGREES 120000 0,750 PEDESTRIAN CROSSWALK WITH 4 WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION I , • PHONE; 434,797.4497 ACCESSIBLE SPACES 21 SPACES FAX; 434.797.4341
~ OF TRAFFIC AT 2'-0' O,C. AND (i)-8' WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. ~ Q
M PEDESTRIAN CROSSING SIGN Wlla-2 AND Wlla- TYPICAL AT PEDESTRIAN CART CORRALS 16 SPACES
~ I ~ ~ CROSSWALKS AS N01ED QN PLANS. ( M ~ ' ~ ~ PARKING 849 SPACES TOTAL
\ ~f t F I - . E 'HELD PAINTED YELLOW ON PAVEMENT TYPICAL SEE DETAIL SHEET. ~ ~ , RATIO 4.61 1,000 S.F.
s
~ 9~, F NOT USED I * ~ r \ 1. ALL CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE OF BUILDING
{x +
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, I \ X99 , ~ LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. x x + q, WAl-MART PREFERRED PARKING (5.0 SP/1,000 S.F.) • CODE REQUIRED PARKING SPACES (1 SP/200 S.F.)
T TOP. \ ^ RAMP PAVEMENT FLUSH WITH THE OP OF S 0 I I J' 0
' TYPI N SS NOTED OTHERWISE SEE DETAIL SHEET. ~Nf ~ p0 8 /PIPE BOLLARD CAL U LE I \ . ,
STORMWATER MANAGEMENT PO ~ ~ a~ ••s ~13•E 3, PARKING LAYOUT MEETS WAL-MART STANDARDS WHICH IS WITHIN LOCAL REQUIREMENTS.
AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS ~ .p ~ ~ I FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH GNL PLANS. Z~Nf ~ ` S- S •12'55 ~ 84' ~ S pS• ~ 3B 36'E S A2 i 58 g3,1 .
e , x \ 7 , ~1 . - - f 4, PARKING SHOWN CONTAINS BOTH BO' AND 90' PARKING SPACES. TYPICAL DIMENSIONS: WIDTH: 9.5
~ 4 WIDE x 120 LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. ~ t 5'~ r-- - ~ ~ \ ~ + - DEPTH: 18'
i ' -B" CONCRETE COMPACTOR PAD. REFER I " - ~ ~ ~ K e i~ II ONE WAY AISLES: 20' • S TWO WAY AISLES 24' do 30'
TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE x x Z~VE J \ ~ S ~ U ~ 6' CHAIN LINK FENCE I ~ ~ p~7~
CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL I M 25 SETBACK (TYP.) ~ ~ pl, or. f ~1 . \ ~e~ ~V
~ POWER COMPANY FOR DETAILS. SEE DETAILS ~ PALLET & BALE S ORA Z V ~ ~ ~ f ( ) I . ENE 2 Q ? ~ .6~,, ~ " (12' x 45') + m ONE ~ ~ \
ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE STD NCDOT ~ ~ ' ~ STD NCDOT ~ ~ M PARKING SPACE SIZE, SIGN AND SYMBOL (vAN -II~ICATES VAN I x REASE INTERCEPTOR GUARDRAIL ~ ~ 1 rn
ACCESSIBLE SPACE) ( I GUARDRAIL END-TREATMENT (~EE ARCH, PLANS) o A UNDISTURBED AREA ~o ~
II " ~x~'x~x~ } L PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE STRIPES SHALL BE , ~ / J T T ON TE N _ ~ ~ J NCDO S ON TE I ~ \
PAINTED SYSL/4' AT 2'-0' O.C. PERPENDICULAR 10 THE PARKING SPACE I " ~ + + R I
SEE OETAIL SHEET. M _ CURB & GU R k X-X %-M-%-M %-M L I (2'•6" CUR88GU1TER 1TTER I ~ /
O NOT USED a I /Q / ~
W ~ V-7 10 F.8 iE.
CART ORAL TYPICAL-SEE DETAIL SHEET FOR WAl-MART Nx I I -fir _ v.. , r. ,.,.s.yr, , ~ r . ' ~ r~ ~ ;;~c?~,,. \ " P CART CORRAL DETAIL ~ ~ {;~'`r,~ i~i `L :,;~~_sj~ ` I-S a y ~ l; ~ 1 / ~ ~ t 10 ~ I i , rr Yr I I •p u ;f ~ n I i ~ 49 ~~r 1 J.i' f i r~ n i ~ yyg2p ~ \
I r r , , ¦ ~ ~ / a,•° I.r f Vii;?t _i ~'r-- l Y~~ iI ~T. - M f 5 9~ ? ~ b LEGEND FOR ~ s2s ~
10 X 15 STRIPED AREA PAINTED SYSL/4 AT 45' 0 2 0 O.C. AT JIB L - ~ i ii r. --FISAWf~BkI,T~•P~4NfME'i1' ,f i. err ~t. % r - iii Y ~'t .i:, r:~r r~~r!'~~~;.t , Q ~ I ~ h~ kr i! ~ L r,p ',,u4f y ~Tt( y ru v~ ,6r~ ;r: i r ~ ~ I r ~ i ~ u r \r.~, CRANE LOCATION. SEE ARCH. PLANS ~ 1';', r L ~ ~ <~,r, ~x 1 ~ r ~ ~ PROPOSED IMPROVEMENTS r,~ ~ ~ f \ `o~
2 I ~I ~ ~ 6~J , ~ , ! i;,~~ 1 1 r~'. ~t t t' l ~ ~ 7 ' ~ ~ i ~~r0 t~ i • : , BV 2498 n , « r ~ ~ ~ , + i3V 231 r. ~ t I , 1 v `,r! ~ ,i ...9 ~ , d f:p. ~ 1'.11 7n, ~,J', y.. ,.i. , 7 l.. E ~ H ~'(ii '~~'r' ~ .J ;':7.:~., ;r~!. rs. ~ ? ~ PROPOSED BUILDING
I • „~}e > .e 5".',r. 1 6 f Jl. ! nl '4~ ,Ci t~~ r~ t f 1' . R Nor usED I I ~ P'Y X ~f.~l` I I 11M1 ~r` Z.IIY r' '..1 hr, III: H k~ ~~7,' ~~~K~, j 'K ~ ~ i ' ~ ~ O
I ~ ~ In L',. , aJ '..tea ~I ~I. ,,1 Ihpe+•. ~~I~(n r r,~.: $ 30' CONCRETE CURB AND GUTTER TYPICAL SEE PLAN FOR TYPE. SEE DETAIL SHEET. III I, ~ I G K .-~~L~,, r} r; ~ ` PROPOSED 18 CURB ~
a £ Iw, a G ~ .a I '4.36. ~ - , . II I I~ I / .;f;;,1 fit;°I \ ~ i \ li . u 9 1 ,a. , , (r+r.. ~
PAI DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET \ ~ . • 1=;,,,.~~. T NTED I I •-BV-25.: I a fi G a cts~ ItrBr I~ ~yN sa' ~ ~ 's9, \ AND GUTTER " C;,,,, ~ ti , ~,z..1,r .;g,, ~ ~ i ,
I ~ 2 PROPOSED PARKING SPACES N
U BUILDING SETBACK LINE PER ZONING ORDINANCE, FRONT 20, REAR 20, ~ SRX:S 15 ~ E ,.;;,I,.::;,.,.1 CART CORRAL
12 -0 WIDE PAINTED WHITE CROSSWALK WITH 4 PAINTED WHITE I' ti I l r i'~ ~ IR 110N OF TRAFFIC I ~ ~ ''~~1 G G STRIPING 2-0 O.C. PARALLEL TO THE D EC I?~I Il,;~,.?•r;:.;'r t"tip';;,?°''I; ~ ? d Z ..,,r, ~ ~Vf ~ ~ ~ I~~;~,I;. : ~r;:;,:,;
AND (i)-8' PAINTED WHITE STRIPE PERPENDICULAR ON 60TH SIDES. I I ~;,~,1;; 5.~~',,~;- ,t_N; ~ , . , ~,I;,;;,;;a r ~ -¦-M 6 CHAIN LINK FENCE oc
W AISLE INDICATOR SIGNS 1YPX;AL (LOCATE ON SIZE LIGHT POLE WHERE APPLICABLE) I I:~,~;~`;i ~;F,.%; s A ~I~:.<.<<. I'~t~arn.i,` I ~,l~; y:.6~,, j`j'. K ~M~".tt / U 541! w BLACK & GREEN VINYL ~ ~ i~ I 1
SEE DETAIL SHEET. I I K net I•.:,.~~;~ I t: ~ 's. ~r.,. COATING PER CITY OF O = ~y,, I r:;, x
I I?•>; ,-r;~, f OIL INTERCEPTOR 6~ ; X TLE STRIPING SEE DETAIL SHEET I , ~ ~ P NS E I ;G.,..,,:,, H (SEE ARCH. LA ) ~ I ~ ~ ' WATER MANA EMENT POND ~ s,~ HAVELOCK STDS. ~ ~ .r.., ~ STORM G
';nvf~ + r...: n i ~ % ~ r.(x::.,:,~ ~ o I M'~`'~`i '~-~:e. LL ~ GUARDRAIL z
Y 'NO TRUCKS' SIGN. SEE DETAIL SHEET. i I I?~''~c'>~~~;I ~ OVERHEAD CANOPY TLE ~~`"`'-;d Y,,,,:,:;,, ~ WAL-MART ~ . NCDOT STD CONCRETE ~ c~~:'I~<<'r x ~
CURB & GUTTER ~ TRUCK ROUTE SIGN, $EE PLAN FOR LOCATION, . ',,~<i: - r1' i~.i`';"i''l'a ~8, ~.;;,r,,•,,,. \ ~ U 1ST ~ try.,;: 6 CHAIN LINK FENCE ~ ~ , , ~ I - .t : ve ~ xl. f ~ O J. (rye,,. 5 t~•G; _ _ - - ~ 0 j TY
z I r;:-~~~.,~~. ~ ~ CI IPERCENTER #3825 00 J,,~ TiER V V ,;I ~ _ _ - - - O \ , t J . HEAVY DU Q t _ _ _ - ~ ~ NT w
TI C-176-SGR-OR RE r~ ,.~I.,~; ~,,,,1 ~ i1. _ - - _ _,(-K-x-*." y as , , ; ~ . PAVEME >
I ; BATTERY STORAGE I' ~ I ~4;' ~ R t':r fs.x~., r~~~;r;; .!I~~, 341 8 -x-r ~ ~ lv ~ 'J~ ~ ~ -x-% (SEE ROADWAY PLAN , _ ~;R: `~as,~+'~-'~ --x~M- 31•o6r2z•w 2e4.36 O y 4B FOR PAVEMENT SECTION J
~ I, i;.,,i o F.F. 33.50 f4-~;~,°~ ~ ~ I ~ ' _;;-;~r:;(,,, ~ ~ OF ROADWAY IMPROVEMENTS) Q
I =',~1 ~ ~ CENTER ENTRY, GARDEN RIGHT, TLE RIGHT GROSS S.F. EXCLUDING TLE & ~~,1~,7-~' I ~.:;~;i~r~~a,I ~ ( ,,:~,,.~,p. ~ J
~ :;~r~. GARDEN CENTER) =176,459 n rei; s ';t 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF HAVELOCK ;gi:;>-~;,~. BV 26 ~ _ i~, j, ~.,.I ~ i,~~,J . ` 7, O r, , g , ~ TY w I ~ HEAVY DU
A TA AR I I h;;;,;'.''~1! 4;" ~ GROSS SF (INCLUDING TLE BUT NOT GARDEN CENTER) -184,305 ; AND NCDOT REGULATIONS ND CODES AND O.S.H.A. S ND DS I N ~ i I ~j of WALMART : 25.20 ACRESt ~ 1, t r , F~a n~', ~ 7 BACK U . ' CONCRETE PAVEMENT
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT "''~'"''`;'I LEASE LOT ; 0.69 ACRESt ' s ; ~ rtl..~.,yr f I 15.0 S ~ a . I~ I E a:- ~ a
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, swsc;4^ '''d,, ;:.I' SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING I 4`y;~"',;a TOTAL AREA :25,89 ACRESt , `i a 4,. ~:I, o I ~ ~ i" CC o "'~`~!~a,` STD NCDOT
Ail N . '{r`~.~ 1. ' ; ~ I '~r, DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOC 0 S I I ,,a,.. D ~;"r;~~~ CURRENT OWNER: CIESZICO FAMILY PROPERTY, LLC. ~ iai ~ A 4 \ Y ~ t II ,u,c;;; o ~ ~5>~. + I GUARDRAIL ~ I STANDARD DUTY
;r~,a~.:~,, 3, ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, I '~;1.;; t!-, y~,r;, ~~4,r• I TAX MAP N0.: PORTION OF 6-216.023 SEASONAL 0 ~ ,;r. ~,r,;.,.. > ~ ~ I xI 1 PAVEMENT
SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS };,l,a"t~ i'v ~ ~''~I'' Mfr,:,;. c~: GARDEN CENTER ESTABLISHED. I I,y~,y;,,,,, ZONED : H-C (HIGHWAY COMMERCIAL) . ~4'~=y;1 I ~ r,. ,r:,.(.,,,~. I CIESZO FAMILY PROPERTY, LLC t`'~;; ' I~
I ~}p~a. 4,898 SF gj4,r 15 SET BACK U y; y~fl'~'•nc,'!~. I F ',IY,1;~11r6t~•1~ I 'ts6.;,
FENCE ;~!:i~r, 4. ALL CURBED RADII ARE TO BE 10 UNLESS OTHERWISE NOTED. I I A ~ I~t i~ ~It~.„ i ~ Y PLAN 4B
STRIPED RADII ARE TO BE 5'. SEE STAKEOUT PLAN I ;<r;, w~ ,,r, , r t'L~i; :ilS `Y w4, , ~r~ r},,,.;~~r*.. SEE ROADWA s.~125'~ 25' I 25' 25' ~ h>>,, ~`E-,~ I ~ ,
5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS I 20 PUBLIC UTILITY EASEMENT (IYP.) rz~~., l OTHERWISE NOTED. I %~:r.~'.`-; D r;:r r r; '.I ; , ; I N , r 4` j,, SW /24^ SWSL/4' -SINGLE WHITE SOLID LINE / 4" WIDE .,.,:T;.,, ,;;,,~1'r.; 20 PUBLIC UTILITY EASEMENT (TYP.) ~I " "
I RY FO T a ,,t,- ~ ~ r., ?rtj . J,.j'~,. ~ / .,,'~~•j(,. SYSL/4" -SINGLE YELLOW SOLID LINE / 4 "WIDE EACH
P RAPHY lY A ATI TAK N FR M I J 8. SITE BOUNDARY TO OG U11U ND ROAD INFORM ON E 0 ~ E'?. ~ r , I , ~r,,~r: ~ J~ p FENCED A SURVEY PREPARED BY DEWBERRY, DATED MARCH 2005. I ">A'. ; 4,.z ;~~i:'+ r; SSOCIATE PAR NG , a ,h ~ STD NCDOT Z Dvs~ r a° t, ~ ? DYSL 4 -DOUBLE YELLOW SOLID LINE / 4 WIDE EACH 4 z ES PAI E \,t>, ,v,_ GUARDRAIL END-TREATMENT _ _ _ _ ~~4 ,C { SYSL/10 -SINGLE YELLOW SOLID LINE / 10 WIDE
I E J C E C C D AREA ,r,:Lr,,:%;-1 ,S I L-MAR E f ~ .i,,; ~ (,t,«cr~.~,• p` I DASHED LINE 4" WIDE I„,.. ~ ~ _ _ _ - ~ ~ f SWDL/4 -SINGLE WH lE / { , W. ib'~ c(J PARKI ~ i~ ~ h _ ~ ~ ~ ~~~r~ ~,i ~r lr}i, ~t~~'~ '~i~l "
11 ,~r„.. D 7. THE SITE WORK FOR THIS PROJECT SHALL -•i ;'s " J E ~,.I~: ry,,.; r . : ; ~ 16 ~ ~ SWSL 24 -SINGLE WHI1E SOLID LINE 24` WIDE ,11,x, I ,,:r~,: , ~ ,r~.c+' ;i;l %ir?•5~ia^ 1; / /
I r MEET OR EXCEED 'THE WAL-MART STANDARD SITE WORK I ' ~ SPECIFICATIONS . ',;::~~!='~f" oiau ,t~;.~`~ .t I I . r.~,,: J E SWSL /24" , r, N) ~ur.;.g?~.u . i*rn"a~;';~;.; r ' rnl, ,r, ra., t r.,rl t( , $rtt.-,,, SEE TECHNICAL SPECIFICATIONS SECTION 02765 ( i`r.,C - C,. t. h,~rt.,-.t4~,.aC~'ie^ t.;~ef ~`.1(~`, -.i,€~ ,~:r 1 vIF,~', ~N j ~ ~ ~ ti.a i~ ~ ty.. ~ t (.v~1 ~ ( 5^Y'~+` a ~:q~ E. <y 1^5(adr,n, (ti n~
8. REFER TO ARCH. PLANS FOR SITE UGHiiNG AND ELECTRICAL PLANS. I I " ~r~,F, t`~V~i 9 I~ ,l'.- tP ~>l e „ iii r~~~,* i ^11"~y } r~l IJ.~ . ,~~~~,~~.q ~,~s~~~n~,y_, ~~r t iG~ h ~~r ~r~t~~r ~ rr~ t ~ G~ ~t,l ~A~ FOR ADDITIONAL DETAILS. „ N ~ . _ _ _ ~ s ~ ~ ~i f r(,.~~..1 G.ti A l rti P ~~„+l tyd z "...a, ~ r ! ~ 1~5.~, s, .1 .1dr•~,,. t T ;1, ~rY,7 i. ~ ~,t-.. z l s ~ 1 ~ fie f Y!~ ~-.)~Y. ref ---Z.~ _ i ^~n'tZ~f~, 4.d f~,~y rrn: ~,.F ~F. w~..,, i 3`C1 ...r ~ ,C.. 1, M e t.Fl,..
nt:191~, f. 0 W W 1i1 Y~ 57H~ y f is ~ A~~~ ~f1r 5f ~ r (jYi to , 1! 1V ~ Y ~/4 u1f ~ % I ,y H D ~ '{l` s irl~ D A J , s t ,+K r~H 4~ , j, .~1~ 2 11fti 4 ~ k~(i~lhr4li: - - - ~ - - - - F k~$~~ ~~~1~iul ~hw~rr'~TZ ~ W~F~.~ b,~~f ? efnkq.~b7`~~'!1~1n~',t~crx~1.M~~ -o, tms.h 4,,c ~ F xy f p g~,^; I- f, FV-3~ C~,~~ t ~ i J~ ett .~Ir r~~t i ~i~ ~ t n ltl%~~r~,a~~ wr,t: ~ ~'on ~ ~ ~ ~ ~ y ~ ~'t
,r~~ T D s ~ ;r r _ ~,r'•~;r$'r ~ r~ ~i HE4VYDUTYrPAVE EN~,~ ';'"q1 ••I~;;~i:.- .10 ROW.p ~ M OW8 ROW6 W3 ~'yROW3t} a, t~ W.1 i y i . r S ~+.r n :yah ,~1.,+?,~~b,ai9.?9ar~,6~,~;, ,fr,1 I ,Row o 6 ~w~.• ,..~:5.~. ~~_.~ti.~ . ~~~~.`4PY1 v~lOy (~~o;~;i.',~'+,~ h'`'~ ~~n ~~til,p~ti;;~ SEAL ,IIIIU~11111
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:1-;;~1r ~ PY1QI~SIGN- ~ 5'50'W 68490' ~ - r,., ~ _ N 31'0 ~ _ SPEE _ _ _ 1 2121106 JLK MISC, REVISIONS
: .;r; r~, ~ ~ ~ SS PAVEMENT TO BE REMOVED AND DISPOSED OF. - , ~ - _ _ _ _ - No. DATE BY Descnpt~on
AREA TO BE GRADED TO ALLOW POSITIVE x 0 ;f, NCDOT STD CONCR~IESS U 20 S T BACK ~ --M-- '.t., Q _ _ _ - - - ~ - _ - - - REVISIONS
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- - - - - - s~-. - ~ Off-Site
_ _ . u~ ~ - _ _ _ _ - - - - - - - SEEDED AREA 8.13 AC f
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.~x~ x 30 - - _ _ , . No. DATE BY Description
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6 5 4
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1 i
D AREA * ~ UNDISTURBE Coordinate Table
Eastin Descri tion ~ Pt # Northln x
100 429543.2193 2618549.6658 foc ~
101 429520.8314 2618504.9781 50'R. (foc) \ Dewberry & Davis, Inc.
102 429529.3518 2618554.2467 foc M * \ ,P~• 651 PINEY FOREST ROAD
2618628.1497 75'R. foc 4 , 1 103 429542.1325 ( ) I I \ Q9. Q DANVILLE, VA 24540 © PHONE: [phone]
104 429503.5253 2618563.6498 foc ~ 105 429112.0484 2618798.9012 foc \ x FAX: 434.797,4341
106 429086.3103 2618756.0345 50'R. (foc) +
107 429079.2840 2618805.5384 foc \
' eo 108 429079.9866 2618800.5880 5 R. ( p) M \
109 429075.3425 2618798.7355 eop 18804.2931 15'R eo I ~ \ ~ ~
110 429089.2749 28 ( p) 4 eo ~ x- \ ? r9. F 111 429078.5318 2618793.82 8 p x \ •
r 112 429314.0749 2819011.2131 eop I + \ s9
1 880.3800 foc M ~ \ 113 429167.7012 26 8 ~ s ~ ~
40.6063 50 R. foc ~ \ 114 429198.0005 26188 ( ) „ + ~ x ,
.7 6 foc ( X99• 115 429172.2624 2618797 39 \
116 429311.9963 2618713.8402 foc (CB-16) x x \ ~ ~ + ` 98 2618655.8194 foc ~ \ 0 117 429408.62 2 o , Q
118 429434.3679 2618698.6860 50 R. (foc} 1 ---x--
119 430035.4923 2618877.0624 foc + ~ ~w g ~ '13'E \ \ 30 ~ ..s ` S
42 459.9700 2618655.7380 foc ~ ? ~ S- X55 ~ ~ 0 . 120 9 M ~ ~VF ` s •3 • a212 ~ s8.84 s s3,
121 430050.4382 2618813.8040 65 R (foc) ~ A ~ 8 36 E S ~ !e'f
122 430109.7997 2618840.2844 foc + .t 53 ~ . ~ .8423 fac ~ ' - _ 123 430133.2832 2618815
I ~ 0155.4624 2618860.6540 50 R (foc) ~ ~ ' 124 43 ~ I ~ l SEi IN ~ S o S \
464.6235 2618658.5120 foc CB•15) K ZON t t8'P E ~ ~ ~7 . 125 429 ( Ao \~01•
126 430271.9405 2618747.2149 FOC (CB-3} I I # .24.98 ~ ~ ~ ~ 1 f w ~ ~ I, r, f 8~, \
127 430404,1156 2618681.7957 foc I taNE i? ?pH ~ ~ 9~, f
128 430437.1543 2618677.8008 foc i ~ * •,,1 ~ 4 426.2948 2618726.6073 50'R (foc} ~ ZOp 129 30 1 N UNDISTURBED AREA
I ~ .F 2 130 430449.4932 2618679.3281 foc (CB-2) I tip ~o ~ J ~ \
^ 131 430514.6545 2618628.7618 foc ~x._ II ,x ~-t ~ ~
132 430451.2717 2618614.3524 65'R (foc) ~-x~,*~* ^ I l
522.4981 2618594.2595 foc ~ I -x- - _ - -K x~ c 1 133 430 ~ I ~_.~-x-~ x ~ `
134 430518.4499 2818560.7875 foc ~ I ~ oy ^ ^ ^ 0'R foc ~ I gti ' ~ ~ 135 430473.7422 2618583.1754 5 ( ) . . ' ~ ti 0 /
136 430516.8709 2618557.4783 foc (CB-5) W I I n ~ ~ „ ~ . ^ ~ ~ " , ' - ^ ~ ~E ~ .p6 ~ titi ,o \
137 430429.4185 2618382.9958 foc (CB-6) iuX I ~ ' N , , ~ ~ , ~ ~y ~ , , ' I '''r a Sy 1 p rr ~ , :.r ~ ~ i'~i 1 1 r~i a rr p; ~ i ,)'r.1 % ~ 'Y. > ~ ,.,.i; y i',
138 430331.1858 2618186.7895 foc (CB-7) ~o I I ^ ~ ~ ~ : ~ ` , ~ r:' , a, , ~ ' ,I~„ r1 r ~ ti ' ~ , ~ ,ti ~ ` 1. ~ , ~ ~ , ~ , , ~ ~ ~ - ~ ^~ti ~ I v.,` ! y ~ r" I :`.7 ~ f~... i~ ~ 1~ ~ ,ter " ~1' ~r 1 ^f
I ! 4 :1 ~ 1 ~ J !''.:J I,h ( lY} 1! { I '~Pr ..Y) I 139 430221.8882 2617968.5678 foc(CB•B) ~ ' ~ ~ ~ ~ , ~ , ~ * ~
140 430140.2725 2617805.5859 fac Z I I .'n.,',. .i. "r Jk. i:'.' i ~f~, ~.'..~i I d',_ ' .,d ~.r r,' w h• r^N :.i r,.. + ~a if fq'. Lr^ , 141 430 .<<, ~ ~ ~:G,, . r ~ " , ; 133.1592 2617786.9289 foc ~ ~ -
142 430113.6153 2617714.7007 foc I , . - ~ ,i r. ,,y ~ i., J ,11'0 4 -~~'r: ,i ~TM ~d I.,~,r;;;~ ;'.,Il:,~,...aa
143 430082.8517 2617883.3914 foc ; , . `Yd r ~ ~ q J ar f;; ~ 4 \ r,;;,,;,;, l•. ~ rep ~ In
144 430083.8372 2617665.0351 foc (CB-40) I ' ; • r , . ; a6 a k, ~-'r. ,-~.~r;~; ~ ~ v ti N
a s ~ 9,~ '4 145 430080.0203 2617638.7849 foC II I ' ° ~ ' ,,`~3 ~ ~ ~ v\ ~ LEGEND FOR
146 430108.5814 2617647.9646 30 R (foc) I I , ~'.r ~ r t ~ A <s o ~ a 1.. ~ ..ail 147 429723.0243 2617845.0087 eop I r;~t ' +,;I
I ~ ~ i; 148 429859.0919 2617780.2492 eop l:^,'ll \ PROPOSED IMPROVEMENTS ,,,;~;~~i y;:'~~~~'- ~ ~ zoti~ o
i3 '1 149 430005.2323 2617693.2215 foc ~ ` ° \ UILDING W W POSED B ti:~,..,, : A PRO ~
Y 150 430046.3115 2617703.5705 foc ';~:<<`.
.2121 foc CB•39 I ~ 151 430047.2958 2617705 ( ) 2 .5819 2617718.9973 30'R foc 1 r,:~~'' y,E~ ~ "rr' 152 4300 0 ( ) ry,,, r;: ; ~ ~ \ \ PROPOSED CURB ~ r ,,,E,,,, 1
.,,,..y~.t . 2617782,9206 foc I ~ 153 430093.8876 I '1SZii:'( q0'~'i: ; * AND GUTTER ~ ~ ~ ~ LL p
154 430083,6387 2617818.1308 foc ' I ~ ~.`,'y PROPOSED PARKING SPACES z
430072.0637 2617807.7807 foc ~;:~;4 155 r,.: ~ ~ -,,~~1 I , r,,,,~ I-- ~ Y , ~ ~
156 430072.4463 2617795.7762 25'R (foc) ` ° ' RT I ~ WAL-MA )r. ~ I ~ ~ l,r: ~~~ti, ~ L ~ ~ CART CORRA :'i - - - ~ J
157 429644.2073 2618765.5654 foc 158 429618.6051 2618808.5134 50 R. (foc) I
i., 3825-00 LATER # PERCE SU 159 429654.3511 2618773.5531 foc I i I t I ? I _ - - - ~ SET IN UTILITY > * _ - NAIL .
429701.3698 2618821.6285 foc CB-17C) I - 7 -S G R-~ R 160 c C 1 6 _ _ PO ~,,_r; rye ~ I z - - - - - - ~ 4 LE CP&LNPB74 HEAVY DUTY '.I;, j' `~~f ~ ~ ~ zeas6' EV.=26.86 , , 1 PAVEMENT J
161 429743.7011 2618664.9112 foc (CB-12) " ~ ~ ` f F,F. 33.50 `r ~:r, i~° _ _x.,. ~ N aro~ z2 w EL , ~,~I ~ ~ i ~~t. ~ Q
162 429815.7610 2618902.3267 oc ~ ~ ~,;;,',..~.;,i n, `r ~'7: t.. I I ~ ~
163 429644.6163 2618037.8353 foc ~ ~ ti ' CENTER ENTRY GARDEN RIGHT, TLE RIGHT GROSS S.F. (EXCLUDING TLE & n r'1 164 429614.9396 2618032.0907 foc 11F~ ~ GARDEN CENTER =176,459 'i ~ y { I • a n r'-,~ - ~ ~ HEAVY DUTY
165 429633.6240 2618015.4806 25 R (foc) r~s;;;;,;t GROSS SF (INCLUDING TLE BUT NOT GARDEN CENTER) =184,305 ~ '~=~i; )L,ii.~ ~ j)s; a ~ 'a wry Yf,~k1~, CONCRETE PAVEMENT
166 429538.6830 2618007.7122 foc I L:. ti,,. , G ,t
2618050.5580 50'R foc I ~`-A.,{;} 167 429564.4559 ( ) ' ;fir ~~yL~r~•:..; F~~ k ; i „+r' K ~ , .
429546.4616 2618030.8455 foc ~ ~ ~ 168 STANDARD DUTY ,~,~;..,r,..:, , ~ ~ °j~r~.
169 429581.1565 2618040.1420 foc ~ ~~~s~r 559.3078 2618052.2925 25'R foc ~ ' 'g 170 429 ( ) I a ~ .,,<,1.~• \ PAVEMENT .,.~::.,y •6; r.,,, h.,,, ~ ~ ~ ~:i,,,
171 429624.3474 2618092.9801 foc I r , . ~ ~ ' { i ?::.~1.. i' ' ti J'. ~ ~ , „.r t,,r ~ CIESZO FAMILY PROPERTY, LLC ~ ~~r
foc - ~;rfr;;r;. 172 429775.2598 2618394,3456 I .,,T.,„,;;,;- ,~:,,,,,p luv ,~,y r,}M x i \ 1 y I ~ ~ t~.~n,
173 429743.9644 2618410.0171 35'R (foc) I ~ ; r•~.. :fir, ~i ~t ~1 H~`i Y En`s. fKl~..~di. y, T n,,
1 1.3125 foc I ~'~'f~r " i";'= 174 429759.6359 26 844 ~~a r b
.4450 2618458.9348 foc CB-17 I ~ ~ 175 429724 ( ) ' ' `~j 77 O ~ 9 ° ~iq 4. 144 130'R. foc I ` { 176 429836.6407 2618 ( ) 1 rJ .,;r Jai ~ ~ A~'~ r. ,
1. 171 429839.7663 2618906.2040 foc ~~~~~~~~~~~~~~pp~~~~ , ~ t , fY "~.f1,. A , eur; N ^ r .
178 429838.9653 2616911.1394 5R. (foc) Nall SET IN I I + ,,A~_;, r ~ ~:`'r r e ~ ~ ~ K i~l~ vn:
47 foC UTlllil' POLE - 179 429843.9607 2618911.35 I ~ ~ ~ ~ ~ ~ + I r:, cP~lNPaee ' r, . - ~j
429843.3903 2618924.5876 foc 180 ~ ~ I ELEV. 28.32 _ t r `~y; ~ 1'9 I' IRA. ` ~ r .t ! i ~f ~Ft 4M1~i:'lp n ~ rr
181 429845.4236 2618924.6752 foc (CB-13) I ~ ) ~~.;~°.r-,'~~~ I ` 182 429853.6250 2618924.6822 foC ; _ lr: ~s [ro-hd `u ~ ,ly t !o ~ ti 4 l~ \ r~ (fry )Jf Ali ~ ,r I , f I~ r l;, r ' r r r,. ~ iJ ai . i q Ir.}~.1
. 183 r:' ola,A ~ :,`'.'yr:~~ 429937.9818 2618921.2218 foc I ` ~ ' t Y,1~i{ 1 T.. i 1P ) ~ r ~0 ~ s f C i ~ 1 7 ( E 1`~ r. t r ~ r'. :.,r 7n ~ :a a ~ z y~'~'< , u ~ 'F) r, b E N >1 i rn ~ s i , !i. IY ~ j) ~1 i f ~ S ~ . L~r, ~e I r..l „,I f., rl f . ~:M, le ,1 I. ~ S(L8 ~ ~ . r 4 rjf r ~ f ~ vi (r i r I 1 i S rr ~ k'
4 9933.1454 2618803.3210 118'R. (foc) I --I 184 2 t t~'}~.~ A i ~ ''r I[[ r~T. ~ r ~~gg ^.Y~~ v ~1 t4J l ~'r r'',?. i~ tie.:ie ~ ~+s p~ p ~ L(y1~L1 /+.~i~i j y~ ~t~ F~r M i ~(y,~t h. f,l yn. ~,~~k~ lni,•J7 Fr• .r.Y:~=~ _ 1 lb' } yRip~ ~i,~ a,, ~,L .r„i~ i(`.r~s~~bin it, art, 7,,1,,. ~1`.
foc I _ ~ s ~ ~ , b , 429985.4884 2818909.0784 ~ t~~ ` ~tia-~~'~ nk r~{ Ks~'~ r~~~ !~r ~~rr~r 'p f,~`~.~~x ~~,Sa~~~'{ 4~ ~r~~t''~R~41t)~'~) 185 ~ ff '^~F•t,' s rr,`L r'; tl~ `n~h;~;,' p~y~t ~ ca { i, «i ; ,r,~,, rP~,l ~ c,i, ..+,va~~^o.,. ~ ~ :,.!~,.a.: SEAL ;,i'N•
012.8235 2618895.5471 foc x I r~, 'r, ~ ~ ~ ' ~ ~ ? C ~ 186 430 < r ~ ) L 11,5. ~ a7 a ~,ti~'i rr{',i'.:;~ki,^~.t~+~•1` ,.;fl ~ - :`fl ^ ~ 1}..% __~~~Q ry '1 i`.'" `gin..., III ~ - - ~ _ ~ ~ ~ _ ~ ~ ~ a a ~d .t~ CiARO •~•I
7 430007,4054 2618884.6003 foc °fi ~ . m o : '~'+`°y`.:-~.'-~`'`:'~`"''` 18 I ,..,.,,.;,1 o t~ 188 430011.8866 2618882.3824 5'R. (foc) I
2618877.5668 foc ~ -~f^_. ~ _ - - 189 430010.5412 ~ I _ _ _ - - I~Cyt ~ • Q ~ N I 1;,,
.foc :,~~rir;~: ' ° - 190 430023.9955 2818925.7226 50 R ( ) ~ I _ _ x
1 1 430139.9823 2818818.1056 foc '~~~'~'~"~r ~ ^ ~!~l«-+F-"X- 9 0 I -l~ of ~ ~,y~ E~ N R SMITH I I ,L~~:~. S 1~ 11 OHO ; c I I DA IEL \
192 430135.5011 2618820.3235 5'R. (foc) ~ 7ti;; ~ ^ ( 1 3 430145.7489 2618829.7566 foc a. I ~s,,l,~,,,~ N,i.. • o
194 430147.5413 2618828.8694 foc (CB-4) I i ~:,~~!~~t~'~?, ~ I I - 9 •.hGIN~,. I I i ~ I I ~~:,r~,;, qN P~ ~
195 430234.4759 2618785.8418 foc f i i r._;.";,,,."~ c j I I 1
196 429768.0868 2618407.0651 MH-18 ~ I I I I I ,
1 MH-1 san. sewer) ~ 197 429866.2886 2818343.854 ( ~ Q I ~r'';;.,;,,,~~w:~ p0 I I I I ~ \ KEY PLAN I I \ ' y~~clr`.
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234 429544.0911 2618044.1988 FES•36 I ~ ° _ _ _ _ - - I ;:r„ _ _ - - - ~ ~ ~ 684,90' ~ -
235 429613,5436 2618002.7700 FES-37 i,;l'a;>';';~~,. _ - ~ N 310550 W - _ _ No, DATE BY Description b
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237 429534.9319 2618137.7559 100'R. (fac) ti . ~ k~ S s
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' ti ~ ~ UNDISTURBED AREA I DEVELOPER OWNER; GENERAL EROSION NOTES R ION SEDIMENTATION CONTROL OPERATION TIME SCHEDULE p,. ~ , ~ • ~ ~ 1 ~ , SOIL E OS / ( ' ~ . ~ ~ <,I
WAL-MART STORES INC. NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ~y : • ' ~ w , ; , ~ ,w , ~ ~ ~ * ~ ~ ~ , ~ ~ ~ ~ ~ ~
' A THE STORMWAIER PoLLU110N PREVENTON PLAN IS COMPRISED OF THIS ~ 2001 SE 10TH STREET V C JAN FEB MA APR MA JUN ` n~•~~ ^ ` a JAN FEB MAR APR MA JUN JUL AUG SEP OCT NO DE 2
DRAWING 'SITE MAP' , THE STANDARD DETAILS, THE PLAN NARRATIVE, , ~ ~ \ ATTACHMENTS INq.UD)ED IN SPECIFlCA110NS SECTION 02370 ('SWPPP'), 1 \ 91 ~ ~ ~ ~ NTONVILLE AR 72712 T REPORTS AND RELATED DOCUMENTS. d _ BE T CONSTRUCTION SEQUENC 1 ` ..f i.' iii' ':a ~a ' Dewberry & Davis, Inc.
PLUS THE PERMIT AND ALL SUBSEWEN ~ \ \ ' ~ GON RT TEMPORARY SB 1 TO WETLAND a \ ' \ \ 479-273-4000 i n ACRES ROUGH GRADE /SEDIMENT CO r,, ,j~,t ~ I ~ L,,.,ra, '~C ~ 681 PINEY FOREST ROAD
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WiTH STORM p ~ ~Oi~D. ONCE SITE HAS BEEN STABILIZED. WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE ` ~ \ \ \ A URES ~.x ~yx OANVILLE, VA 24540 TEMPORARY CONTROL ME S • ~ x F•~• ' z" fa ~~;,s'~ PHONE: [phone] I,L ~1r. ,~,_Y.~!
STORM WATER POLLUnON PREVENTION PLAN AND THE STATE OF , ~ 1 ~ \ \ \ ~ SITE OPERATOR/GENERAL CONTRACTOR: \ IMPERVIOUS ANY STATE NAITONAL POLLUTANT DISCHARGE EUMINAiION PERVIOUS AREA 16.26 ACf STRIP & STOCKPILE TOPSOIL ~ ~ ~ ~ ~ ,+,a~ FAX: 434.797,4341 is ~ „r , u. y~r,~ 'S
PERMIT NPDES PERMI AND BECOME FAMILIARS \ \ \ SYS»~ ( n Wal-Mart SI N1TH THEIR coN1EN15, 1 \ 1 al-Mart Slte E` ' i' STORM FACILITIES , . , ~or,i
{ \ T MANAGEMENT PRACRCES AS REQUIRED BY I \ ` 1 INTENDENT; S t~ ~ N 4 ~ a u
C. CONTRACTOR SHALL IMPLEMENT BES \ I SUPER IMPERVIOU THE SWPPP. ADDIl10NAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED ~ \ PERVIOUS AREA 0.91 ACf TEMPORARY CONSTRUCTION ROADS I, , FOUNDATION /BUILDING CONSTRUCTION ; ? • ~ , • ,,.,I
I T BY CONDITIONS AT NO ADOIT10NAl COST OF OWNER THROUGHOUT \ ~ 1 ' ' A5 DC A1ED ~ ~ Off-$~t@ ALL PHASES OF CONSTRUCTION. ~ ~ \ f ~
F A TICES BMP S AND CONTROLS SHW.L CONFORM ~ 'C- ~ \ D. BEST MANAGEMENT PR C ( ) SEEDED ARE SITE CONSTRUCTION C~ c` ; Ste' P"1 1 . i,.ii ~ EEDED AREA 8.13 ACf ~ ,f ~ r ~ r} r..4 ~ If
TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, ASS ~ Zy \ \ \ ~ ~ \ \ APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIREC \ \ \ \ ~ - PERMANENT CONTROL STRUCTURES ~
R DWNER. ~ ~ \ ~ ` _ -NOTE: WAL MART 1 BY PERMITTING AGENCY 0 \ SAL-MART TRACT FINISH GRADING _ ~ ` ` r":~F ~ • 23.10 ACf > , ~ z ~ ,i n~: z. ~ r,,,~ ti w
\ \ ~Ss \ \ \ ~ M \ MAP MUST CLEARLY DELINEATE ALL STATE WATERS, PERMITS FOR ANY \ \ .9 , ~e -RI~a,~aA~~TREA .DISTURBED I E SITE CONSTRUCRON ACIINTY IMPACTING STATE WATERS OR REGULATED WETLANDS \ tir \ ~ ' ~ f. \ , / ~ ISTURBED AREA LANDSCAPING SEED/FINAL STABILIZATION y _ n~ ' / Et-0 ~ -s " .~i•'r, i,G , t'. ~ , ~ jai r.
MUST BE MAINTAINED ON SITE AT ALL 11MES• x I \ \ ~ ~ ~ ' BUFFER (ZONES 2) IMPRO 1 \ `ROAD a,,~ OAD IMPROVEMENTS
%IMUM E1cTENT PRACTICAL ~ L ~ ~ \ ~ - - -~k1~1LL~l T BE DIST REED F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MA ~ \ ~ DISTURBED ~ IAED BY THE GENERAL PERMIT, r- " \ > 2 4 , / ~ 2.2 ACf ~ ~Tr~1'.Y7~.'+W""n ~ ~ :i'i ~ i; rri ~~;~.'.t, `P~11'i: ISTURBED AREA ~ L,. r~ ~ , z -v~..t I,
OR AS REOU ~ O \ 0 ~ ;I . 141+~tl ,(~:7-C.F ~ . J,jf%~'i2 ~ ~ 1
ERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING i ~ 1 ly ' \ ~ ~ TOTAL G. GEN ~ / ~ a AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT ~ \ ~ AN AREA . ~ ~ 5~ ..S w ~ S ~ 25.3 ACf . ~ _ • , ~ ~ ~y~ c ~ ~ ~ p , ISTURBED AREA E.'~. " ~4
ANING ARE EMPLOYEE PARKING AREA, D I Z S AM AR g ~ ~ 0 . ~ DISTURBED 1 MAINTENANCE AND ClE A, F R LOCATING PORTABLE FACIUilES, OFFlCE iRAIIERS, AND TOILET FAgU11E5. ~ , , Nf \ ~ S ~~9'36- ~ A~~2 ~ fjB'Q4 ~ 5 S3, ~ ° 191x9w1 x22w2 ~ \ " . / _ leaf ~ • ~
21 _ - . N. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT I CL9SS1 RIP-RAP ~ ' • y3, ~ ~ ~ ~ ~ \ \ \ \ 22 I x 10.5 w1 x 25.5 w2 .FC~ ;.s~ . ,,..`;fir i 'I,~ ~ 4
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. ~ \ ~r ~ ~ ~ \ I ~ ` 2' DEEP - ~ i \ ~ ~ \ CLASS BRIP-RAP - ° R OUTFLOW TORMWATE \ . S
RSING MATERIALS AND FLOTATION BOOMS v ~ / ~ ~ ~ y ~ / ~ "A~ \ ~ AsE aasD - ~ w . - I. SUFFIgENT OIL AND CRE ~ SHALL BE MAINTAINED ON SITE OR READLY AVAILABLE TO CONTAIN AND I ~ L SET IN ~ - ~ \f \ ~ ~ ~ 1.6 DEEP \s 0 . ~ ROVJB INTO UNNAMED TRIBUTARY THAT \ \\sa Slocum Rd.
CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. ~ ~ ' ,8'P E EE DE IL ~ °''r ~ y ? °i. 1 f ~ XIMATELY ? 1\ ~ 2 AOl, FLOWS TO BANDY RIVER APPRO \ \ 18 I x 3 w1 x 9 w
F MOTOR OILS AND I R t;VNTOUR,Si EFLECT FINAL CO / ~ 24.98 ~ f \ J• DUST ON THE SITE SHALL BE CONTROLLED THE USE 0 ~ (INTER19 . „ ,,~.Q,, „~,;I;;..;, 1, C ~ ~ ,p" , OTHER PETROLEUM BASED OR TO%IC LIQUIDS FOR DUST SUPPRESSION ~ ' ~ ~ \ IONS 2 ~ ~ 2 ~ \ ~"C' f ~ 1~0 FEELt NORTH ~ CLASS BRIP-RAP
)'~~~lY al ~~~~~:~1 fin., '~:J ~I' S'4r~.. ''t~ O OPERATIONS IS PROHIBITED, ~A : :H r~ ~ , ~ ~ I ~4i<~ .ti.. ~ k , ~ „ ~ ~ ~ \ ~ Nf f ~ \ . °S;.(r;~ r r~ r l'i r~ r 1 Zf i~ l a ~~,~,r 1 f ~y}': h.l.~~ • ~ \ 1.5 DEEP ~ ' • 1~ \ ti~ ~
oR oTHER suCH MATERIALS sHALL ® ? \ K. RUBBISH, TfiASH, CARBAOE, UTTER, 'L . + 1~ 5' ~ \ '.:TIN l:` v I{ I 'p_i '~i. ~ ,.kw~l1.' •1 / ® ~N BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM I ~ • ~ _ ~ r ~ „ ~ ~ ,f \ - ~ ~ UNDISTURBED AREA \ ~ 9, ~ o VICINITY MAP o \ ~ ~ \1~ ~ o,.,
THROUGH THE ACTION OF WIND OR STORMWAIER `'+':',S::i„?;,;.:u•,,.,, i ;+.,t-C!s,rst `'"+4 ` I ® ~ LEANNO THE PREMISES I DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE z:'~''"'" ~ 1 I Ir ~ ~ N.T.B~ 1 ~ ~ ,
® x 11 N PREVENTION MEASURES PRESENTED II ~ ~ I L ALL STORM WATER POLLU 0 / ~ ~ ~ 9 I ~ ~ WATER 0 TFLOW TORM a a•
ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION , ' , " I' PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE ~ ~ - _ x. x x ~ J II ~ ~ ~ ~ ARY 1MAT ~ ' ~ ~ o ~ M~0 tA~NAIYED 1i~lT \ \ , ~
x k;-;, CONSTRUCTION ACTIVITY HAS ~ ~ ~ TO BANDY RiV811 APPROXhU1T9.Y \ ifi~ ~
M. DISNRBED PORTIONS OF THE SIZE WHERE pp STOPPW FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE .v ~ ~ > \ ~ ~ / ~ ~ ~ ~ ~ o
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST I " " • CURRING IN THESE AREAS. ~ ~ CONSTRUCTION ACTIVITY OC ~ ? ~ < w1x11w2 .6 ~ i o ~ \ 9.51x4.5 0, ~ / ~
N err''''' 'r'P~1 . . _ N. DISTURBED PORTIONS OF THE SIZE WHERE CONSTRUCTION AC11N1Y HAS ~I7x ~fi i~ r \ ~ \ 1 \ ~ ~ ~ LASS BRIP-RAP 52 ~ i• ~ o ~
PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS ~p I " ~ ~ 1 \y~ ~ 1 r' , SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST 'r I • i ~ ...1.: ~ ` ~ . P 2 ~ ii P .5 DEE ~ \ i~ J+ ~ ~ \ jai \ \1 ~ 9
1Y URRING IN THESE AREAS. REFER TO THE ~ - P N AC11V1 OCC ~ , ~ `r U _ r t ~ • CONSiRUC 0 ~ GRADING PLAN AND/OR LANDSCAPE PLAN. ~ 3~~°` r~ ~ ~I" `I r' ° 2 1 ~ ? ~ 1 >f~ f V ~ I ~ \ \ ~
z ~ ~Z 0, IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION = r <<, ~ a ' ~s \ CONVERT TEMPORARY SB-2 TO ~ V 0 1 ~ ~ ® ~i.
E TTY DIRT r ` ~ ~ ' - _ ENTRANCES IS NOT SUFFlCIENT TO REMOVE THE MAJOR OF OR MUD THEN THE T1AES MUST BE WASHED BEFORE THE VEHICLES ENTER ~ ~ r ~ ~ ~ \ T RMWATER MANAGEMENT ~ s ~ PERMANENTS 0 o ~ \1 ~ ~ \ \ ~ e0 0 t = _ A \ ~ ~ ~ POND ONCE SITE HAS BEEN STABIL Z o tratf ~ ~
A PUBLIC ROAD, IF WASHING IS USED, PRONSIONS MUST BE MADE TO I ~ I " I I ~;;i ~ ° ~ i _ : t = F ,D . ~ 3 INTERCEPT THE WASH WRIER AND TRAP THE SEDIMENT BEFORE IT IS 4t~% ' } r ;i' ~ ~ ~ ~
I M ~ I I I t'!'~ BUILD N FOOT PRINT ~ ~ : a ~ • ~ a CARRIED OFF THE SITE. ? ~ f ~ $ S ~ I "°d h `'`I r `I, 1 ~ i,~ ~ / \ \ , ~ REMOVE RISER AT TIME 0 ~ c In ~ .9 ~ ~ ~a 9. ~ , ~ \ ~ ~ ~ ~ V ~ ~ ~ \ 1 \ \ RTING SB-2 TO , e
P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES I ~ I U r , "I a~ , F~ , ,~,y ~ ~ T ADWAYS OR IN10 STORM DRAINS MUST BE REMOVED IMMEDIATELY. ~ al ~ ''c ' r ~ ' \ Ix75w1x18.5 \ CONVE ~ o ec N ~ Q ~ 16 1 Z ~ Z ~ ~ k CLAS I RIP-RAP \ \ PERMANENT POND a Rove ~
. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING i ~ ~ ~ ,y! , 2.5~° ° \ ti. a 1 2.0 EP \ Z
SEDIMENT IN THE DEIENiION POND AND ANY SEDIMENT 7HAT~NCTH~ WTM ~ ~ COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CON / ~ ~ 1 (n ~ D \ \ ® \ . •.N ~ \ \ \ o
THE STABWZAlION OFTHE SITE. \ / i P ~ \ P\ I \ W W ~ \ \ _
TOCKPILE AND BORROW AREAS SHALL BE PROTECTED ~ I \ ~ R. ON-SITE do OFF511E SOILS I - . ~ ~ vvvv~ ~ v OC Q V A \ ~arf~ 3 ~ U
FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST N \ ~ ~ ~ PILE AND BORROW AREA LOCA110NS SHALL BE ~ 7 MANAGEMENT PRACTICES. STOCK I \ / - 0 1 \ ~ \ IP \ y ~
NOTED ON THE SIZE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT AROUND YIEL ~ REQUIREMENTS. TRUCKWELL .V \ \ ~ ~ I- ~ \ - ~ I- o
S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING I DRAIN i ~ ~i. ~ ~ SEE DETAIL \ / ( , v v ~ z
inES AND EROSION, ~ SHADED AREA) PHASE TO REDUCE RUNOFF VELOC i I +-~~IR.x...-i; c-c-r :,~~,.a'. ~ ' : OURS REFLECT FINAL CONDITION / V~ I EFtIOR CON \ \ \ \ 1 \ 1 / E'r;;kl ~J ~ ~ ~ ~ ` Y 1 > ~ \ ~ U
L DUE TO THE GRADE CHANCES DURNG THE DEVELOPMENT OF THE PROJECT, ~ ~ RT I r ~ ` TH EROSION W THE CONTRACTOR SHAH BE RESPONSIBLE FOR ADJUSTING E N ~V \ \ \ I ` . A ~ ~ . ~ ~ ~ F< Ui \ ~ J
CONTROL MEASURES (SILT fENCES, STRAW BALES, ETC.) TO PREVENT EROSION, ir,~'~y::, ~ \ V\ ~ >k.., ~ a Q ~ \ @E~ I w 1 '1 ~ a ~ _ A ~ ~ \ \ ~ >
AY ER #382 r00 ~a F ACH WORKNG 0 PERC T T I LED AT THE END O E V V U, ALL CONSIRUC110N SHALL BE 5 AB U I THIS INCUIDES BACKFlWNG OF TRENCHES FOR UTILITY CONSTRUCTION AND ~ ~ ~ NAIL SET IN UTILITY I \
PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. ~ R-OR I"'I C-176- \ I:;,I ,I .r. \ \ \ \ POLE CP&LNPB74 \ ~ i = h„s„~ ~ \ ~ ~ r •w 2eara6 \ LEV.=26.86 A ~ ~
1,.1111[11 AIL/,[ - ~ \ 7 N 3106 22 E \ \ \ ~
ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, F.F. 33.50\ ' AND IN THE STORM WATER POLLUTION PREVra1710N PLANATION, SHALL BE I \ I \ i v 1 ~ ~ ~ \
MAINTAINED IN FULLY FUNC110NAL CONDITION UN11L NO LONGER REQUIRED ,E \ CENTER ENTRY, GARDEN RIGHT, TLE RIGHT ~ OS S.F~ EXCLUDING TLE & ~ P PHASE OF WORK OR FlNAL STABIUZARON OF THE SI FOR A COM LETID I \ ~ ~ \ N ®
ALL EROSION ANO SEOIMENTA110N CONTROL MEASURES SHALL BE CHECKED GARDEN CENTER) =176, 5 , \ ~ Fl PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS TER -184 305 BY A QUAU ED GROSS SF INCLUDING TLE BUT NOT GARDE EN ) ~ \ EA l \ \ \ ~ \ \
OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND I \ ~ ~ REPAIRED MI ACCORDANCE WITH THE FOLLOWING: \ \ \ ~ ~ SHADED AR ) \ , ~ , ( ® ~ \ , ,4 ~ ~ L F.~ ~ \ ` 1
I \ \ 1. INLET PR01ECilON DEVICES AND BARRIERS SHALL BE REPAIRED , 7 '@~1~ \ 2,
OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORAl10N. ~ S/ 0 1 /
i AS SHALL BE CHECKED REGULARLY 10 SEE THAT A / 2 ALL SEEDED ARE Z / I ~ ~ i„' ~ ~ ~ A ~ ~ r5 Y , i,,, S y. .:I ~p ® V A V1
D GOOD STAND IS MAINTAINED, AREAS SHOULD BE FERTILIZED, WATERED, , r ' / AND RESEEDED AS NEEDED. 1 ~ ~ / ~ ' t ° ~ ~ CIESZO FAMILY PRdRE~TY, LLC V ( ~ I
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDI110NS 1 _ ' / ~ . l I ( Y , ~ \ VA ~ I I ~ , I I I
IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES . ~ _ ~ ~ / WHEN IT REACHES ONE-HALF THE HQGHT OF THE SILT FENCE. ( 1 / J ~ ;'IS f : ~ r ; 1) ~`./'ii r:1•. ~ . ; ~ 20 I x 9 w1 x 23 w2 ~ \ \ \ \ i ~ r2•~ a, y , F;;, I y~~ o~ CLASS BRIP-RAP
1 \ I ~ / r r.,, , a. 1.i.. n, .r,~ / \ OD ~ , a 1.5' DEEP ' ® \ ~ . ( C 0 AT ~J L W !T, L , II, 1~,~'',, ~ \ \ V
4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION ~ / ~ WHICH MLL PREVENT 1RACKINO OR FLOW OF MUD ONTO PUBLIC I 1 /
F THE r....,.. RIGHTS-OF-WAY, THIS MAY REQUIRE PERIODIC TOP DRESSING 0 I CONSiRUC110N ENTRANCES AS CONDIRONS DEMAND. t~'. do \ \ ~ Y
NAIL SET IN 1 ~ : ~ `•,S ® \ I
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD POLE ~ ''I' CONDIRON (SUITABLE FOR PARKING AND STORAGE). THIS MAY I \ ~ ~ \ I {c„•.1 TEMPORARY PARKING AS CPd~LNPA88 ~ I P UI DING FOOT PR~IT ,'~r ,,r'~ I t ; ; ~ . , \ 11 17.`~w11x 185w2 /f//~ ..I i . 1 1 I. ' . ' C. I
REQUIRE PERIODIC TOP DRESSING OF THE 1 ~ ' rr, ~ CONDIRONS DEMAND, EIEV.m28.32 ~ 1 ~ '~{I. :,I. r~ , , , , ~ , ~ ~ LAS RI - P ,f, < ~ 151' E P
B. OUTLET SIRUCNRES IN THE SEDIMENTATION BASINS SHALL BE I \ ~,~t'-~`' L ,
MAINTANED IN OPERA110NAL CONDIRONS AT ALL 11MES• SEDIMENT '1~~•ti'~L" THE •T s•~'~~' ' SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS NHEN o ~,;r1i . t, ..yf ' ,Y tat, J,' ' '1 r! ~ QED ~ s ~ IP ® ~ ~ rij _ , r 'i; ~ "`1t-~== . y j~ y .'~I ~ ~ y ~~E I I
DCSIGN CAPACITY HAS BEEN REDUCED BY 601[ I ~ ~r D O U 4.:i°~•~F:: ~ a., pis ~ r ~,,',r~,. ~1 r ~!r (i, if ,~tt~~~,1,~
SEQUENCE OF CONSTRUCTION x W I r • ~ 4 4f~4 ~ t~rl y hit l r%i, l rS'+2 ~;~y,..1, u.,,av.?k T"-l, ~~t, ~ ~ 1 ~t . Lr , ~ i- 1:>:r. ,~iTN 'C "ti r-.j".-~~ t { k.7i ~ ~I A~~p, l 1 SEAL : e~` y iy~..,,~~{" ~..u r-"r_ y ~ fr' I ~ ~~hc:+i' ~ E \ I 1r 1 ~~p111111111/111
33 ~ L' n PHASE I ~ - I t , ; , ,,i, y • . ~7~,~ ~ ~T!r~r~T i , ,~,;a.:_...A^ 1 A ~ ~ ~ A \ ~ ~ Ci •~~i
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. ~ I I' "i ,.,p ~ si,. ~C•:' ,'CS:«.r._ .,.~,;,.F.;".. ® V 1 N \ O~''F,S S1 I ~ \ ~ I • \ • ~.1 4:
TALL ALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION srov 2. INS I ® \ 9 \ \ ~ 1 ~ 1 `1 :
ACTIVITIES THAT DISTURB SITE SOIL AS SHOWN ON PLAN. W - 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 44 ~ ~ ~ I _ \ \ ` I 1 J \ \ ~ • • I \ 1 • I \ \ i
F THE FOLLOWING O UPON IMPLEMENTATION AND INSTALLAl10N 0 ~ CH ~ CHAIN LINK F c ~ HAIN LINK FEN I \ ~ \ ~s \
AREAS: TRAILER, PARKING, LAY DOWN, PORTA POTTY, d 32 I I DANIEL E 8~ N R SMITH ~ . ; I ~ \ F Q: Q~c I I \ \ B ••,NointiR.•
WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, i I NTAINERS SOLID WASTE ~ H - , ~ ~ I FUEL AND MATERIAL STORAGE CO W n I I \ 9i ~a• NG ~ \ ~ q 0.•
11iEM ON THE 511E MAPS G " ~I - ~ I CONTAINERS, ETC., DENOTE ~ G _ ~I ~ I TEMP RARY STONE CONSIrRICTION TEMPORARY SEED( \ N K RP I ~ \1 MP MIN. 0.3% SLOPE wl MIN. kn; Bua`` 36 C @ 111
IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS Z H ~ I AS THEY OCCUR THROUGHOUT THE CONSTRUCiTON PRO - - - I I ENTRA CE (SEE DETAIL) I SEE DETAIL ~ ( ~ ) ® s VER. PIPE TO BE REMOVED & \ 1.0 CO
ON THE SITE. W _ - _ ~ _ - I W 4. CONSTRUCT THE SILT FENCES > / _ z I I DISPOSED OF ONCE CONSTRUCTION I I ~ \ KEY PLAN
- I ~ I N EKING I _ ~ ~ o HALT ALL AC11VI11ES AND CONTACT THE CIVIL ENGI E - - I I ENTRANCE IS REMOVED. I SEDIM~NTATtON l SILT FEN E (VERSION \ \ I TEMP FILL D \ \
F MPs. GENERAL L ~ I CONSULTANT TO PERFORM INSPEC110N 0 B W I ` III ( C E AND CONDUCT STORM WATER 7 - I . ~ X SEE DETAIL) I . I ( SEE DETAIL \ \
NTRACTOR SHALL SCHEDUL - > I CO - NSTRUC110N MEETING WI1N ENGINEER AND ALl GROUND I II ~ ( PRE CO r ~ ~ II I I I ( ) I I \ I I \1 \ \
n,e•nmeuin nn~itoarTnac pcGf1RF PRf1CFFDING WITH / / ~ / \ ~ ~ ? I / ~ I ~ t:Y ~ I I i n, n, ~~I•,n n o nnoni o ornC . ~ . 1 y\ ~ \
UW IVf~DII`IV VVn mnvivn.+ ..r ~ _ CONSTRUCTION - - - ~ ~ / ~ ~ I ~ I I I ' RIN~'V1RU u a vnw~ u nw~ • ` ~ `
w ~ ~ N NT TRAP BASINS. GG ~ I ® \ I I TEMPORARY SEDIMENT BASIN 1 I TION ~ ~ I OUTLETIPROTEC ~
5. CONSTRUCT THE SEDIMENTATION AND SEDIME z ~ ~ ~ I A INS. w ~0 GG ~ WILLARD H ,11R. 8 CYNTI 6. STABILZE B S w ~ I 1 L o H JAR. 8 CYNTHIA A CAPPS I SEE DETAIL) ~ vE I
7. CLEAR AND GRUB THE SITE. I Y 1 (SEE DE~'AIL) I ~ ~E I I \ o\ I I ~ ~
2 U PHASE II ~ ~ ~ ~ I I I I,
Z o I 1. INSTALL STORMDRAIN STRUCTURES AND PIPES A5 SHOWN _ ~ LIMITS Ok DISTURBANCE I PERMANENT SEEDING, ~ I i ~ \ I I ~
I I SEE DETAIL) ~ ~ SCALE i I \ ~
2. INSTALL EXCAVATED DROP INLETS (EIP) AROUND THE DRAINAGE ~ GG ~ ~ 1 I I ® DRAINA E AREA 1 ~ \ ~ 1 ~ ,
STRUCTURES AS SHOWN. G ~ ~ J ~ ` ~ I I ~ ~ I I 1 ~ ~ ~ I I \
(VERSION JUST INSIDE THE PROPERTY LINE BESIDE THE I 1 3. INSTALL D I \ I I SURFACE ROUGHRNING ~ ~ \ 10 „ ~ I ~ ~ STORMD~AIN INLET PROTEC1fI0N, ~
STORAGE BUILDING OWNED BY WILLARD & CYNTHIA CAPPS AS SHOWN. ~ d I ~0 I I SEE DETAIL) I I I ~
PA AREA WITH ~ ~ ~ 4, IMPORT SOIL SURCHARGE STOCKPILE OVER BUILDING D I I I (SEE DET IL)
A MINIMUM OF 1~ DRAINAGE ON TOP OF THE STOCKPILE. I ~ I ( o° I \o I P I I \ (~P'~') I I
J T TOCKPILE. RI Y SEED SOIL SURCHARGE S - - 5. TEMPORA L I TOPSOILING ~ ~ eo rt. ~T I 1 ~ ~ imob TION I ~ I Cjp CULVERT NLET PROTEC AIL ~
~ ~ F SURCHARGE AS DETAILED IN THE , I 6. MONITOR SETTLEMENT 0 ~ - ~ I (SEE DET ) 1 I I ~
PAD PREPARATION NOTE ON THE COVER SHEET. N ~ ~ 1 \ I 3~1 M 1 I I (SEE DETAIIL) ~ ~ PAVED D I I ~ \
~ I ~ _ RIOR TO ~ l v w 1 OTECHNICAL ENGINEER P 7. AWAIT DIRECTION FROM GE I I I DRAINAGE FLOW ARROW ~ ~ ~ I I ~ I w
OIL FROM THE SURCHARGE STOCKPILE. _ ` i o / Z ~ REMOVING ANY S ~ o ~ a r I cgs ~ I wl APPROX. SLOPE ~ z I B BLANKET 1 ATTING 1,0% - _ ~
I I ~ ~ I $ II Z I ~x I _ z I (SEE DETAIL) \ o~i~ ~ ?R -
PHASE 3 l ~ N o II ~ , O Y ~ ~ I ~
D DENUDED AREAS. / y ~ 181 X 3 1. TEMPORARILY SEE ~ y ~ 81x3,75w1x9.25w2~ _ B RIP-RAP z I END - --J _ CLASS nz I f~'
2. INSTALL UTILITIES, UNDERDRAINS, REMAINING STORM I $ \ / ICLAS G ti ~ ` ~ I STRUCTURES & PIPING, CURBS AND GUTTERS. I 3 i \ 1.51 Q I 1 AwE ~ _ 1 ~ 1.51 DEEP z ~ oHU , ~ _ - _ _ - - - - _
P RAP AROUND OUTLET STRUCTURES. I 1 I ~ I _ ~ - - ~ k ~ _ _ M---_-
B 3. INSTALL RI \ 4. INSTALL INLET PROTECTION AROUND ALL STORM ~ ~ f --e~~'- ~ ss _ _ _ _ _ - - -
TURES, I I T x SEWER STRUC ~ J 5. PREPARE SITE FOR PAVING. ~ I TQ - - OHU ~ ..Of'G~f- - _ - - - ~ _ , ~ EXISTING ~ - ~~~-S~- - - - - - - ~ - - - uGT - - SIGNAL ~ ~ _ - -
i \ 6. PAVE SITE. ~ ? SEE ROADW 3? 2 - _ ~ - UGt- _-o~- ~5 _
7. INSTALL INLET PROTEC110N DEVICES. PLAN (SHEET B) 3 1 - N NT SEEDING ~ ~ - ~ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ - _ _ _ 1 2!21106 JLK MISC. R
8, COMPLETE GRADING AND INSTALL PERMA E FORE&S IN IS I~ y ~ _ ~ - - 694,9 ' ~ AND PLANTING, T z~~a Z AREA I c ~ ~ = f~-~Y 0`, -J.- _ _ - _ _ _ - , _ _ _ No. DATE BY Description
9. REMOVE ALL TEMPORARY EROSION AND SEDIMEN ~ 3e~ ~ / ~ _ TO - _ _ _ _ _ _ _ _ _ - _ - - _ - - _ _ REVISIONS
CONTROL DEVICES ONLY IF SITE IS STABILIZED). ~ n ' - = = _ - - - - P z Q .lJIT~~~ _ of ~ `Y..~ G
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TREE LINE ' - - _ - - T BOUND LANES _ - - ~ -No. WES _ - Tg _ _ _ _L, _ CHECKED BY
- - - _ - - - _ - - _ = - _ - - _ _ ~ - - ~ ~ - , October, 25, 2005 - ~ _ - z ~ DATE
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1 REA Thral PIPE 81u PIPE
NDISTURBED A ~ 1 U 1 1 J e Top Elev, Lonplh Ik) Inches Inv. In Inv. Out Longth (N) From To Stmnure T ~ 00 24 NIA 25.00 112 Dewberry & Davis 1110.
1 ~ 1 CTOR SHALL CONTACT CONTRA ~ \ DI.10 DI.9 NCDOT STD 840,14 ~ 00 30 2400 24.OD A2 551 PINEY FOREST ROAD
1 1 \ OLINA ONE-CALL CENTER ~ NORTH CAR 1 \ DI•A B~ N DOT STD 840,14 29,50 30 23.72 23,72 244 DANVILLE, VA 24540 CB•8 CB•7 NCDOT 5TD 840,04 PHONE: 434.797,4497
1 \ - 2-4949 FOR LOCATION OF 1 1 A ~ ~ ~ @ 1-800 63 4 25,55 FAX; 434,797.4341
I 1 \ ~ ~ 72 HOURS ~ \ (TIES AT LEAST 1 ~ ~ ~ ALL UTIL , 4" RD CB•7 8 25.55 8" RD C&7
1 ~ ` ~ ` G CONSTRUCTION. ~ \ ~ ~ ~ PRIOR TO BEGINNIN TD 840.04 31.05 36 22.89 2289 219
1 1 ~ ? e ~ ~ ~ ~ OF EXISTING ' \ 1 ~9 ~ CB•7 CB•6 NCDOTS 84004 31.05 38 22.34 22.34 195 \ CB•e CB•5 NCDOT STD 0 ~ 3105 38 2175 21.75 145
IS RESPONSIBLE FOR DEMOLITION \ \ ~ r \ 1. CONTRACTOR VAL OF ANY EXISTING UTILITIES ~ ~ STRUCTURES INCLUDING REMO ~p TO THE \ ~ ~ \ C&5 CB•2 NCOOT STD 84
TO BE REMO 1 \ SERVING THE STRUCTURE. UTILITIES ARE ~ ~ \ ` 1 1 ` \ 25,65 \ \ D 18 1 \ 15 R
RIGHT-OF-WAY. ( 1 \ 1 THAT THE LOCATION \ \ ~ 1 \ 36 21.32 21.32 189
CIFICALLY CAUTIONED 2. THE CONTRACTOR IS SPE g AS SHOWN ON THESE ~ \ ~ ~ J• TION OF EXISTING U11U11E \ \ AND/OR ELEVA S OF THE VARIOUS UTILITY COMPANIES, \ 1 \ \ \ \ CB•2 CB•3 NCDOT 5TD 840,06 31.05 20 T5 20.75 \ ~ 6~ NCDOT STD 84D.08 32.08 \ \ \ \ CB•3 38
ON RECORD - \ ~ ~e• \ \ \ PLANS IS BASED IN THE FlELD. THE \ \ r ~ 1 \ ` \ \ \ ~Zti 21 25.88 \ J•
ANO WHERE POSSIBLE, MEASUREMENT'S TAKEN \ \ \ ~ \ \ ~ ~ - F N IS NOT TO BE RELIED ON AS BEING EXACT OR \ \ 9. ~ \ ~ ~ - ~ \ \ 49 21" RD CB•3
INFORMATIO THE APPROPRIATE UTILITY \ ~ \ ~ TRACTOR MUST CALL \ ~ _ - - COMPLETE. THE CON EST \ ~ ~S \ \ ~ ~ - - J ~ti2• TD 840,04 32.08 12 NIA 28.10 148 ~ J,~ CB•4 CB•3 NCDOTS 12 25.88 25,88
URS BEFORE ANY EXCAVATION TO REQU ~ \ ~ 6 v \ ~ COMPANIES AT LEAST 72 HO TME \ \ ~ ~ ~9A- \ ~ ~ _ ~ ~ 1 CB•3 NCDOT STD 840.08 32.08
EXACT FlELD LOCATION OF U1TU11ES. IT SHALL BE NG ~ ~ ~ ~ \ \ _ ~ ~ \ F THE CONTRACTOR TO RELOCATE ALL EXISTI I 1 ~ ~ \ ~ RESPONSIBILITY 0 POSED IMPROVEMENTS SHOWN 1 ~ ` ~ ~ s \ - - _ ~ - - - ` \ \ T 7D 840,08 32.08 6 42 20.75 20.75 53 \ C&3 EW1 NCDO S NfA 20.58 \ \ \ ` NCDOT STD 838.01 42
UTILITIES WHICH CONFLICT WITH THE PRO L 0~• - ~ ~ ~ \ \ EW1 25.00 112 00 24 NfA
~ ON THE PLANS. ~ 4Nf ~ pA ..s 'E.-,c. ~ ~ • 1 NCDOT STD 840.14 2B. 112 \ DI.22 DI2 30 2480 23.90 \ \ 1.19 NCDOT STD 840.14 29.OD 2310
PES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE ~ ~ 1 `w 9 \ 3. ALL CUT OR FlLL SLO i ~ , y ~ ? S 0 ~ \ NOTE BELO ~ ~ \ \ DI.21 0 23,34 NCpOT STD 840.14 28.00 30 DI•tA
NOTED SEE ~ ~ ? ~ OS A2'12 ~ ~ X58.84 ~ S S3.1 • ' ~ ~ ( I ONE S 38 36 E S / o f \ AY BE USED AT CONTRACTORS OPTION. 2 ~ . ~ \ ~ \ \ TD 840.14 27.00 12 NIA 2350 75 ` \ DI.20 DI.19 NCDOTS 12 23,13 23.03
4. PRECAST STRUCTURES M 7 .19_ _ 53 / ~ ` ~ _ ~ ~ ~ EE ROADWAY PLAN (SHEET 4B) NCDOT5TD840.14 29.00 ~ ~ \ $ DI.19
NLESS OTHERWISE NOTED: ~ WS U _ / . ~ ~ ~ ~ ~ ~ 5. STORM PIPE SHALL BE AS FOLLO ~ - ~ ~ , / ~ / BITUMEN ~ ~ ` ~ XIBLE PLASTIC I ~ / ~ ~ S ~ - WITH FLE I \ c ` ` \ FOR CONTINATION OF STORMDRAIN 3D 23,13 23,03 19e i. ~ \ DI.19 MH•18 NCDOTSTD840,14 28.00
S III PER AS1M C 78, ~ / _ ~ Ol. TYPE 1: RCP, CLAS ~-1 / / 1 ! ~p,~ ~ ~ p~, \ 9 \ ~ 4 z4,oo
GASKETS AT JOINTS. I / (SEE DETAIL) / , OR BITUMINOUS ~ / \ ~ f ` f \ ~ ~ ~ 4" RD MH•18 ~e~' _ \ ~ o• 30 22.05 21.95 67
AL PIPE TYPE 1R: GALVANIZED, ALUMINIZED, r \ / I ~ ~ t~8~, TYPE 2: SPIRAL RIB MET ,ONLY PERMITTED WHEN CB-2 WINGS ~ ~ ~ ~ \ IAN ~ COATED AS SPECIFIED ON CONSTRUCTION DRA g SHALL BE ~ ~ ZDNE P ` B \ ~i9. O \ \ \ ~ J i H•18 CB•17 NCDOT5TD840.53 29.00 H A d~, ~ ~ M
IPE END ~ ~ \ ~ f 1 NSTRUCTION DRAWINGS. P ~ ~ .4 Y INDICATED ON CO g J CB ? ? ~ SPECIFICALL ~ ~ STURBED ARE O J 2 ~ UNDI ~ ~ , ~ , 12 21.00
STALLED WITH SEMI-CORRUGATED HUGGER-TYPE BAN ~ ONE ~ RE-CORRUGATED AND IN ~ 1 \ A MANUFACTURERS C .3 ~ r 1 I ` ~ ~ ' i/ 21.51 331 1 Z ~ \ 36 21.81
"Dr RING GASKETS IN ACCORDANCE WITH PIPE ,M I ~ ~ / 1 AND ,SPIRAL RIB METAL PIPE MUST COMPLY WI ' ~ _ INSTALLATION REQUIREMENTS ULTRA ~ ~ ~ ~ CONIECH, INC ~ I ~ ' 0` ` CB•16 NCDOTSTD840.08 32.50 8 20.09 I i \ \ ~ ~ / / j CB•17 5TD 840,06 27.85 36 2D.19 ~ ~ \ ~ / ~ CB•15 NCOOT
E 1R. ACCEPTABLE MANUFACTURER ~ ( I ~ J AS1M A 780 1YP ~ LL CULVERT CO. 'SMOOTH RIB , OR ~ ~ \ ~ \ ~ /i / J I~ ` \ frt. tg NIA 21.42 162 1 \ \ ~ `l O \ j ~ CB•18 CB•15 NCpOT STD 840.04 25.42 19 20.65 20.08
FLO OR ULTRA FLO II , CALDWE . i APPROVED EQUAL IGNA110N ~ \ \ ' a t' - / ~ DOT STD 840.06 27.65
TH INTERIOR: AASHTO DES ~ "-x-' \ ` \ ~ e b" 7 / 27.85 12 3B 20.19 20.08 1D0
NSITY POLYETHYLENE PIPE (HDPE) SM00 1oJ4 ' . , ; ' ` . . TYPE 3: HIGH DE F 48 INCHES. ONLY PERMITTED WHEN ~ _ 4 MAXIMUM DIAMETER 0 ao c ~ ~ ' 9 _ ~ pg ~e ~y,rmr I M252 AND M2 ON CONSTRUC110N DRAWINGS. PIPE SHAD. BE ~ ~ \ ~ G / ~ ~ ~ / •14 NCDOT STD 840,06 g 1,,` \ ,pb //Z ti 1 7~ F~ ~ / /j / ~ CB-15 ~ T STD 83881 19.8
ALLY INDICATED INES ~ . 3 ~ ^ ~ ~ SPECIFIC RER'S INSTALLATION GUIDEL a, . .1a_),_ a , ~ , ~ , UFACIU \ S 2 „ p / 24 z21a
ANCE WITH PIPE MAN W ps:ic > . , INSTALLED IN ACCORD • ~ ! y ~ n \ 1: `t 'F 1.V. r. '~1~ h.r'~ ° ~ ~`.N, 11~~~~.,,F "r 1. t v~.~.~, N ~ r r H, ~ rJ y 1 2 1: ( ` ,;.I~Lf J>1, , ti. - a uit ~ ' ii ~ FOR CULVERT STORM DRAINAGE APPLICATIONS. ' • . ~ ~ ~ 0 ~ ~ 1, , ~ ~ q,~• fl 1e 1 \ 1 • 8.13 \ /~l 24" RD C ~ v v 6 .ti \ ~ /i A ~ 182 \ IA 22,00 O
~ L' I~ 10" X12, r ,,d8 .r ~ p` '~10"U,~i,i ¦ ~C\ ~ k ~ AND M294. I •1 ASHTO M252 _ ,y, , ~ ~ i-wit ~ TO A Jt ,,.t, r..,,, t. , 18.:.. ' ~ , .r ~ rr. ~ 1 '~i// t \ \ \ \ \~a ~ DOT STD 840,08 30.85 18 24 N 38 ~ \ ~ \ ~ 13 CB•12 NC ;r \ \ \ CB• 30 20.84 20.54 O ".rr,. / \ \ p T STD 840.04 28.60
CONFORM h ~ ~ ~ wars:,. 1. PIPE JOINTS AND FlTTTNGS SHALL ~ ~ ,r,~ ~a r WSCHAR f sroRA+ ' . :;:;.;;h..,, jS ~ .f \ \ CB-12 EW11 NC 0 30 wp 20.38 f;>; • r ~ \ \ \ T S1D 838.01 ~
RAINAGE SYSTEMS, INC. ADS ~p Of§CFIARa LURE rr, `J° „r 7 Bak ,,1 ~ f l J~ Bi ;1~ e 6 ~a ,J,,f ~~n ,1~11~t° ~.lt ~ w~~ RS: ADVANCED D ' 2 ~ ' h 2, ACCEP MANUFAC = ~ ) € ~ TABU: r AL ,ry~: r ~ r '„,r "s,,-,t f ~•t \ 24 NfA 25.00 U 'fi'r'"~:~'"~';:' \ '(r' / \ , . 7 NCDOT 5TD 310,01 NfA 4,88 376 ' , ~ ~ SEE PE ENT POND \ 24 24.88 2
" OR APPROVED EQU ~ ~ • ~ ~ ' ' NCOR INC. rHl-Q , _ N-12, H • . - A za• ~ ' ECTED AND REPAIRED AS • ~ r ~ I ~m - _ - - ~;%i; pETAIISHEET ) ~ \ \ \ NCDOTSTO840.53 28.60 0 Z
E DRAINAGE STRUCTURES ; ' n T1NG 10 I r ~ " . . d r ti ' - a "'+'rr,, 6. E%IS NG PIPES TO BE CLEANED OUT TO REMOVE ALL 1 11 , 3~ 05 do 1;0. . , ~ ~ SEE ETAIL 12 12 1.~ . a 5 M R ,,nM I;I'~,•,,5,. ~ \ \ •9 j \ \ MH•27 MH•1G 27,00 24 22,50 22,5 -T,,, -~j• ~ ~ ~ ` \ NCDOT STD840.53 i;,~y$;.~'~a. \ \ \ \ 24.00 83 Z , f 1 24 za.oo M
NEEDED, AND EXS ~,5 ,.1 12 I R ~ yet M ACTO ''s , 12 ~ ' l 12 CO ~,,>,.r,.;~;` SILT AND DEBRIS. I ti \ \ \ 24.OD :~,r~ ~ r \ \ 1 \ FES•28 MH•25 NCDOTSTD310.01
FOOT CB'5 I ~ PAD 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 I - . tip' J "-1 t~.~.<.;;!` iPl. ~ \ \ \ 24 22.50 22.50 t+.r~:•. a ' \ \ \ \ MH•25 NCDOT S1D 840.63 27.00 ~ 1 1 1 ~S; rrry, ,,,t
FOOT INTERVALS. ~ -~-fit ~ ~«<k-~~.` ' CONTOUR INTERVALS SHOWN AT 1 ~ - ~ :r:~.,., ~ V A VA 1A a2 22.50 22.60 1D7 ~ ? VA \ D T sTD aao.53 27.DO 53e ~ U '~:'~1 ~ ~N ~ V ~ MH•25 MH•24 NC 0 22.18 22.18 :ya.;~,;. `+i„ f ~ \ ~ 27.50 42
PROPOSED GRADE ~ 8 4i \ g $ / 40' 40' 40' \ 40' 31' 48.14' C„, r:'~~,d 42 NIA 20.57 ~ Z ~ ~ VA MH•24 EW23 NCDOT 5TD 840,53 ~;i;dr;;r,, 4 \ ~ tS~ \ W23 NCDOT STD 838.01 I~ I-
CIURES TO REMAIN ARE DAMAGED DURING ~ \ 40' 59.17 18'17 ~ \ a.78' ~3~ ~ c 9. IF ANY EXISTING S1RU 1Y TO REPAIR ; , 40' 4a' 4a 1e,er' ao' 1 5 \ \ \ 15 NIA 27.00 ~ ,y,;~,.ai~, ~ 14 27.00 Q
BE THE CONTRACTORS RESPONSIBIU , I ~ ~ P NSIRUC110N IT SHALL NIT sso' V ~ '~F;~~a CO RE AS NECESSARY TO RE1UR ~ . • ~ ~A - ~ . r`.~~a :;v!`;':~i A \ NCDOTSTD840, I,•,> \ DI.95 MH•34 38 26.28 23.35 105 -';a \ r1. A ~ \\\V \ Z '%'n,,.t, ~ 0D 36 23.88 23,88 291
AND/OR REPLACE THE EXISTING STRUCIU a ~ ~ , \ ~ 31• R. ~ ~ 8 Yie~ ` ~a,, •'',"="'i ~ SB-2 \ \ MH•34 MH•33 NCOOT5TD840.63 28.00 °;.',1. _ "~'~?'`6°,',~' SEE DETAIL) \ \ \ \ \ \ MH•33 01.32 NCDOT 6TD 840.53 28. ( \ 36 22.88 22,44 281 U ,~r.:: - ~ ~ ~ ~ 14 28.65
TO EXISTING CONDITIONS OR BETTS a \ / UIED TO DETAIL 3z i~.,~~, '1'°'k-;, Vii, , \ \ 1.31 NCOOT 5TD 840 y,. ~~r t \ VA \ \ \ \ DI.32 D •35 38 21.85 21.85 212 ~ ~ 't' ~ ' a`'~%~~' \ \ \ \ NCDOT STD 840.14 25 21.01 132 ~ J w'''~ ` \ \ \ DI.31 DI.30 36 21.01
STORM PIPE ENTERING STRUCTURES SHALL BE GRO r i.. a SEE _ 10. ALL I ~1 a . «g,~ IS WATERTIGHT. ' ' COMPACTOR ~ b'~l° 50 3z? z95 ~ CONNEC110N AT STRUCTURE ?,,i;dr',,;~< . ~ I ~ z. ~ ~rrii:~i=',,~ ` ti ~ :j~'' \ \ \ \ \ W2A NCDOT STD 840.14 24.50 ;fir-11i ..,:~;i,r., ~ V ~ \ DI.30 E 3B NIA 20,82 W : f.::. v v Cr >
BE FLUSH WITH ~tr',~ PAD DETAIL A ~ PAVED AREAS SHALL I r , ego wau ~ ~ STORM SEWER MANHOLES IN ''~~:~,-wi ~;=!h, \ ~ \ \ NCOOTSTD838.01 V A \ EW29 ~ Q ,,,r,,. ~,~1;., ~ \ \ \ \ ,i!`~'a r r.l;~,;:_ ` \ 24 28,81 N!A 27 I I
11. ALL MANHOLES t';i~`,,~., ~ I r ~ ~ ~ i~,;., ~,,:;"1',r, LNG dt COVERS. RT - MENT AND SHALL HAVE ~ COM ACTOR k ~ PAVE VE FlNISH GRADE. LIDS SHALL BE ~ R %r.11~,. I ~ ~ T STD 310,01 26,81 r~ C ' ~,`~-;,n, , E - v FES•41 CB•4D NCDO 24 28.53 28.53
BE a ABO ti ~ ' A5 SHALL a „ . ~ lia!'I IN UNPAVED ARE ~ ~.,1,,,~,,,; 00 PADD~TAIL B R . TER _ , ar=l ;.~;:'.;•,,e I ~ 30.9 ,•,^~,,,r,h,: ~ \ CB•40 CB•39 NCOOTSTD840.04 31.00 24 28.37 26.37 32 ~ . I •r OT STD 840.04 Q ,,,e ; ~ 1, CB•39 FES•38 NCD N1A 28.27
TORM SEWS RC C - - s~..r. ED S PE LABEL S U TO ALL TERMS & CONDITIONS AS OUTLINED w a LL ADHERE ~ 4,,r,,_: - ~ ,i;,. , ~K--%:. • 6 22'W 284x36` \ ~ FE5.38 NCDOT 5TD 310.Ot 2627 ~
HA OR I 12. THE CONTRACTORS ASSOCIATED ~ HARGE R WATER DISC ~+-176- TORM C w, tl IN THE GENERAL N.P.D.E.S. PERMIT FORS • ; ~'~;%;~~:i \ I ° ~ `o .;r°'~~i r- ~ ~ N 310 ~ VA\ \~,VA NfA et J I ~i:~;;~•,.;, ~ ~ - - _ _ _ _ _ ~ \ 1B 27.25 ,,t; c,. ,!r„?r ~ A~V A\VA ~ FES•37 FES•36 NCDOT STD 310.01 27.26 15 NIA 27,00
Ira CONSTRUC110N ACTIVITIES. ' ~ \ ~ 1MTH Y I F.F. 33.50\ r,, ~,:a ~ ~ ~r~'. ~ ~ r4 310,01 27,00 ~p \ ~ NCDOT 5TD 1 r ' / ~ r FE5.38 ',.;:~;;:1 G ePt,~e,, \ ? a,• 2250 N1A ~
T EXISTING PAVEMENT AS NECESSAR ~ \ I ~ \ 13. CONTRACTOR SHALL ADJUST AND/OR CU l TLE& ~,1;~,~~,:. ~s::;;a' ~;,1:„rti ~ ~ \VA R~ 1 27.50 18 ~ i.~~''•I' \ ~ NJA 26.74 ~ ~ ~p~,.~;a:'t'''f FES•43 FES•42 NCOOT STO 310.D01
00TH FlT AND CONTINUOUS GRADE. I 't,,;;y,; ~ \ T ASSURE A SM 3ro o Y GARDEN RIGHT, TLE RIGHT ~ OS IS.F~ EXCLUDIN 0 vc, o TER ENTR , ^ 1 3. CEN RAINAGE AWAY FROM BUILDINGS FOR J3o; ,S leis \ 3 GARDEN CENTER) =176, 5 \ ~ " " `t; ~ , ` ~ \ \ FES•42 NCDOT STD 310. r,•,.',v~. I .r \ ~
HALL ASSURE POSITIVE D _ 14, CONTRACTORS `r.';r.;,:,,.;~-.~. ENTER 184,305 AS. CB-6 ,~r,' 5~~1~-,t ELIDING TLE BUT NOT GARDE ) ~ ~ ~ ~;FS~,~~j~~
ALL NATURAL AND PAVED ARE ~ GROSS SF INC \ TAKEN FROM A TOPOGRAPHIC SURVEY BY I I RAPHIC INFORMAl10N i - \ ~ ~ ~ i„ti 15 1'OPOG ~ : ~:~i',:.;~ plti,. ~
EW~RRY & DAMS, INC., IF CONTRACTOR DOES NOT ACCEPT E ~ ,i; \ ~ t,t D N HE SHALL 4'4' ~ ~;~-~~:N;,,,
WN ON THE PLANS, WITHOUT EXCEP110 , ~~=:s;;r;°;;~ ,~.n ~ TOPOGRAPHY AS I, \ roum / ~ '.~,;J,J'.r:., :IT' I ~o LY PRORE~TY, LLC ~ \ \
AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED I ,;fy,p,,<x: } efdraln I HAVE MADE, d° ~ ~ ~ / ~ ,Tr, T THE OWNER FOR REVIEW. : ,,4. ~ Ma ~ ~ ` ~e LAND SURVEYOR AND SUBMIT IT 0 ~ ~ °1b / ~ CIESZO FAMI \ ::,i p. \ f„~;'. 1 fie' :~~t/,i \Y / \ \
Y GRADING OPERATION SHALL RECE ~ 1 / ~ ' 18. ALL UNSURFACED AREAS DISTURBED B A1TON FABRIC TO F \ y''''-`
SHALL APPLY STABIUZ \ ~ / tb h~ 'r ,ir D INCHES ~ TOP501L CONTRACTOR TURBED AREAS r al ~a.se \ ASS DIS
All SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL GR ~ 1 y / A HEALTHY ~ ~ A CIFlCAl10NS UNlll COUNTY SPE :,r+:,;J.~,; roam \ i~;6=:h IN ACCORDANCE WITH ,I L,,,: ; 't 1 I
S ~ 350 1 / i'1,:~i,%Y1 TAND OF GRASS IS OBTAINED. ~ .a. v w ti r 1 A\
RNING CODES AND BE ; . 3 ALL APPLICABLE GOVE ' ` 110N SHALL COMPLY WITH ~ ~ , 17. CONSIRUC s~ 4 ~t \ a ~;~~;,,.3; ' \ N n
CONSTRUCTED TO SAME. I / ~J' TAR INVERT • : ' UNIFORM POURED MOR r ,I ~ ; ~ ^ ~ ~ ~ ~ ~1lr;,r,~;;, \ ~
I8, ALL STORM STRUCTURES SHALL HAVE A SMOOTH ~ COMPACTOR \ ~ $ INVERT OUT. ~ ~ PAD DETA ~ FROM INVERT IN TO ~ . 33 1 ' IM4r '~('1~~, ! rfFrE r{ ~ tifr , a ',Y.~, ~ `J .l• _ q \ ~ ~ Z
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;;},,trt,' $1.~° 3340 -r.-_ 3 f, ~q ~ r , fN~. , Yr~~ t , I~ r, r t C~ t ~rs~ if rl+s . I lk,s!?tl.., r* _ , P t ` "III"""' r' N ' ~HiY~ t11"P~ff?"$V1W'r; iV~~l~ +~.'ll ° L~ ^•ha • qt. , 7r. ~ r. / ~ ~ • SEAL
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,
" UNDISTURBED AREA ~ IL YL
" II ~ 8 SANITARY SEWER LATERAL AT MINIMUM 0.5 ~ SLOPE. COORDINATE WITH
I A ARCH?TECTURAL PLANS. ~
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE " ~ \ INSTALLA I P Q I ~ \ T ON OF PRO OSED UTILITIES. I \ 6 CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. (16' x 38'-B")
" + ~ • TELEPHONE: 2.4" PVC SCH-4o ELECTRICAL GRADE CONDUIT. PROVIDE & INSTALL Dewberry & Davis, Inc.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 ~ \ Q ~ 651 PINEY FOREST ROAD ~ GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE wl A MINIMUM PULLING DANVILLE, VA 24540
HOURS BEFORE CONNECTING TO ANY EXISTING LINE. + ~ TENSION OF 100 LBS. IN EACH CONDUIT. MINIMUM BURIAL DEPTH SHALL BE 24 . PROVIDE & PHONE; 434.797.4497 ' s ~ USE LONG FACTORY, NOT STANDARD, SWEEPS FOR CHANGES IN DIRECTION. MARK ENDS FAX; 434.797.4341
3. SANITARY EW P E L F LOW : ~ S ER IP SHAL BE AS OL S \ 4J OF CONDUIT. COORDINATE wl TELEPHONE CO.
8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP ~
8" PVC SDR26 PER ASTM D 3034 FOR PIPES MORE THAN 12' DEEP I " ~ ' \ ~ ELECTRIC: 1 •8"PVC SCH-40 ELECTRICAL GRADE CONDUIT. PROVIDE & INSTALL D
F ~ \ ~ AN F D OR SEWER LATERALS " ~ \ GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE wf A MINIMUM PULLING TENSION OF 100 LBS. IN EACH CONDUIT. MINIMUM BURIAL DEPTH SHALL BE 24".PROVIDE 8
6 PVC SDR 26 FOR SEWER LATERALS I \ " \ USE LONG FACTORY, NOT STANDARD, SWEEPS FOR CHANGES IN DIRECTION. MARK ENDS
EXISTING 30' 4, WATER LINES SHALL BE AS FOLLOWS: { " ~ ~O~y 1 OF CONDUIT.
6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 ELECTRIC EASEMENT ~ ~ ' E 10"SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY
SMALLER THAN 6"EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 + APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE ~ DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE,
I ~ OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. * ` " \ \ Q GATE VALVES, ETC., MEETING CITY OF HAVELOCK SPECIFICATIONS. BACKFLOW
I * \ 5. WATER SERVICE LATERALS SHALL BE DUCTILE IRON, PVC OR POLYETHYLENE " • • - . PREVENTION DEVICE TO BE LOCATED INSIDE BUILDING.
~ ~ PER CITY OF HAVELOCK STANDARDS. ALL WATER SERVICE LATERALS LOCATED I * ~ - F PROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL OF 4 AS INDICATED.
UNDER PAVEMENT SHALL BE COPPER TUBING INSTALLED IN PVC CASING PIPE PER " ~ ~ ~ ~
I ~ CITY OF HAVELOCK STANDARDS. ~ " ~ ~ - - ~ ; G REMOTE GARDEN CENTER UTILITIES PIPE BOLLARD. SEE DETAIL SHEET.
I ' ~ ~ 6. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. I - _ _ 1 ~ ~ H (3)•1" PVC CONDUITS AND 1"WATERLINE FOR REMOTE GARDEN CENTER POWER,
II I TELEPHONE, AND WATER CONNECTIONS
" ZONE 1 ~ 7. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST j ~k~k ~ ~ I \ CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE
BLOCKING AS CALLED OUT IN SPECIFICATIONS, ( " 1+ ZON \ ~ ~ ~ I C D E2 ~ • ~ ~ I SIZE AND INSTALLATION OF GAS SERVICE LINE.
i " DOMESTIC ~ 8. ALL UTILITIES SHOULD BE KEPT TEN (10) APART (PARALLEL) OR WHEN + WATER METER 10" WATERLI IRE) ~ ~ • U~ ~ 4r \
" 1 I " ~ g ~ ~ CROSSING 18 VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE I * wl TRAFFIC 4" WATERLINE DOM ~ ~ ' • K H-20 LOAD RATED PULL BOX. MINIMUM SIZE SHALL BE 18"x24"x24".INSTALL PULL BOX PER ~ 1 MANUFACTURER'S SPECIFICATIONS wl A CONCRETE COLLAR AND A MINIMUM OF 8" OF
EDGE OF PIPE . I ~ , ) UNDISTURBED AREA GRAVEL COMPACTED PER THE PROJECT SPECIFICATIONS. CONDUITS SHALL ENTER THE
II ~ 20' PUBLIC UTILITY EA MENT RATED COVER „ & BOX INSTALL I \ PULL BOX 180 DEGREES APART.
9, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4-0 COVER ON ALL I NEW 10" W TE NE INSTALL ° IN L IN LL INSTALL
WATERLINES. I ' aGE" " 1-10" GATE VALV 10 -22,5 BEN j UGE wl BLOCKING 1- "GAT ~ n NEW LIGHT POLE wl FIXTURES & LUMINATES OF TYPE INDICATED TO BE MOUNTED ON 1- "GAT LVE 10 TEE wl BLOCKING L ~ CONCRETE PEDESTALS (SEE DETAIL) 3 FT. ABOVE FINISHED GRADE, FOR A TOTAL
II a 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY I F \ % ~ MOUNTING HEIGHT OF 42 FT. TYPICAL F
LINES ST RM LINES AND GAS LINES EXISTING AND PROPOSED THE ANITARY I 0 ( S
LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET " I / - - - - - - - - - - - - - - - - - - - - - - - II ~ \ ~ i 1.2" GARCON TYPE "DB"DIRECT BURIAL TELEPHONE DUCT OR 2" PVC SCH-40 CONDUIT. ~ \ \ M \ / ~ \ PROVIDE & INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE wl
ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS / WITH APPROPRIATE THRUST BLOCKING A5 REQUIRED TO PROVIDE AMINIMUM OF - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ \ / ~ ~ A MINIMUM PULLING TENSION OF 100 LBS. IN EACH CONDUIT. MINIMUM BURIAL DEPTH
18"CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA I / ~ \ / ~ ~ SHALL BE 24".PROVIDE & INSTALL ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL i ~ ~ 8 i
E INSTALL INSTA C-151) (CLASS 50). I ~ - 2.5° BEN \ ~ ~ "BURIED CABLE" WORDING 12"ABOVE THE CONDUIT. USE LONG FACTORY NOT STANDARD, ( ~ / , \ + SWEEPS FOR CHANGES INDIRECTION.
10 -TEE - I I I I ~ ~
11. LINES N R N HALL BE IN TALLED IN PECTED AND APP VED I wl BLOCKIN~~~ ~ wl BLOCKING I U DERG OU D S S S RO I ' I I i ~ N (2)•1"GARCON TYPE "DB"DIRECT BURIAL TELEPHONE DUCT OR (2} 1" PVC SCH-40 CONDUIT. O PROVIDE 8 INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE w! ~O \ . ~ \
BEFORE BACKFILLING. I a E; a I ,~y EXISTING 8 WATERLINE A MINIMUM PULLING TENSION OF 100 LBS. IN EACH CONDUIT. MINIMUM BURIAL DEPTH
I T P 12, TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE I ~ a ~ I \ ~ ~ (APPROXIMATE LOCATION) SHALL BE 24 . PROVIDE & INSTALL ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL ' II I ~ J I ~ Q ~ f \ BURIED CABLE WORDING 12 ABOVE THE CONDUIT. USE LONG FACTORY NOT STANDARD, U
FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT I WIMETER® I BUILDING + \ ~ i \ \ \ SWEEPS FOR CHANGES INDIRECTION. N
ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS, I INSTALL I ~ ~ Z \ ` \ ~
I 10 -45 BEND I 13. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY I I wl BLOCKING I ~ 4"DOMESTIC WATERLINE ENTRY PER CITY OF HAVELOCK REQUIREMENTS. REDUCE TO 3" ~ Q + \ M z I ~ \ WATERLINE AT BUILDING ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
COMPRESSION STRENGTH AT 3000 P.S.I. I - I * ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION 1 ~ 1 0
I E Q 131A I I i* DEVICES, GATE VALVES, ETC., WHICH MAYBE REQUIRED. CONTRACTOR SHALL INSTALL W W ~ ~ * ~=-K-* `t WATER METER OUTSIDE BUILDING. WATER METER TO BE PROVIDED BY CITY OF ~ ~ Q
14. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. I I I I ( NEW 10 WATERLINE VIEL - , ` \ \ HAVELOCK. CONTRACTOR SHALL COORDINATE WITH CITY OF HAVELOCK. U * 0
~ ~I I I 15. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO I INSTALL a°~3° REDUCER I I
INSTALLATION OF ANY NEW LINES. I OUTSIDE, s' FROM BUILDING _ * r ~ P GREASE INTERCEPTER (SEE ARCH.lMEC. PLANS) (n o
I I 1NAL-MART r * b z
16. COORDINATE WITH ARCHITECT FOR TIE-IN OF ALL UTILITIES. I ( I I I I - OIL INTERCEPTER (SEE ARCH.IMEC. PLANS} ~ Y 1 Q _i + ~
I I SUPERCENTER #3 2 - 8 5 00 17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS I I NEW 10" WATERLINE I I I f- ~ _ -~2 0
OF THE LOCAL AUTHORITIES CITY OF HAVELOCK WITH REGARDS TO C-176-SG R-OR I ( ) I _ _ - _.x~ (3)1 CONDUITS FOR UTILITY BOLLARD POWER Q
MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. I r ~ „-,.-x ~ ~ ~ 2"IRRIGATION WATER CONNECTION wl 1"METER & METER BOX PER CITY OF i Q S =
I I F.F. 33.50 1. " I 8 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION I HAVELOCK STANDARDS. CONTRACTOR SHALL COORDINATE w! THE CITY OF HAVELOCK. .J
ANDlOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS ! I CENTER ENTRY, GARDEN RIGHT, TLE RIGHT GROSS S.F. (EXCLUDING TLE & I I I Q - ~ GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE I
I GARDEN CENTER =176,459 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE I ) _ R ' I I GROSS SF (INCLUDING TLE BUT NOT GARDEN CENTER) -184,905 + I I T BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE WITH GAS J
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT I I I I ~ COMPANY FOR TYING OF INDIVIDUAL METER.
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST I I CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE I I + I ~
I ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES, IT I I C I ~ I
D SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL I I ~ I + I ` ~
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS I I I
SHOWN ON THE PLANS, 20 PUBLIC UTILITY EASEMENT I ~ + I~ ~
19. ALL NECESSARY INSPECTIONS ANDIOR CERTIFICATIONS REQUIRED BY I H ~ *I
I CODES ANDIOR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR I INSTALL ~
I TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF I ~ NEW 10" WATERLINE I REDO ~ I 1-12 GATE VALVE
SERVICE. I I I I NEW 10" WATERLINE I 81 "TEE w! BLO KING ~ CONTRACTOR SHALL COORDINATE wl
I ';,k A 20. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR I ( NEW 12" WATERLINE ~ CITY OF HAVELOCK FOR TAP OF
INSTALLATION REQUIREMENTS AND SPECIFICATIONS. I ~ I L ~ A I ( - G i EXISTING WATERLINE I 20' PUBLIC UTILITY EASEMENT 1 b
I ~ ~ I I 109 LF - 6" S.S. (
21. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. I ~ _ _ _ - - - - ~ 8"x 8" TAPPING SLEEVE - N \ n II
II K 22. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONER oialA ~ I I _ _ _ _ - -1- ~ o wl 1-12 x 8 REDUCER
COMPANY AND POWER COMPANY FOR THE INSTALLATION -J ~ CO INSTALL _ 4 I
OF OVERHEAD TELEPHONE AND ELECTRIC LINES. CONTRACTOR SHALL I a x I I N 102 LF -6" S.S. 10"-TEE r- - - _ ~ ~ ~ -
000RDINATE THE TYING OF INDIVIDUAL METERS WITH THE ELECTRIC 0.50% ~ ~ ~ ~ WI BLOCKING F I ® - I COMPANY. CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY TO I ~ 5 r
IN R PER EPARATION BETWEEN OVERHEAD LINES AND LIGHT POLES. I ( _ I _ _ SU E PRO S I - _ _ _ - _ ~ ~ ~ ~ _ ~ `SEAL IIINIIh~~~
srov I - ____----r ~N~oN-~ I _ _ _ _ _ _ ~ ~ oa ~
23. ALL NECESSARY INSPECTIONS ANDIOR CERTIFICATIONS REQUIRED BY CODES L _ - _ _ - - - " _ I INSTA ~ J~ x I ~'~~SSio'~. x~ Q INSTALL ' a I
AND10R UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ~ ( ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES, I 10"• ( . ~ ,--+E~ .~-x--* I I 12"-22.5° BEND EXISTING 8" WATERLINE _ QI I .
- - - - - - - ~ - ~ >E---x. wl BL - - - I I w! BLOCKING APPROXIMATE LOCATION ~ e I I I ( ) , I I s
i 24. NOTE; A PUBLIC UTILITY EASEMENT TO BE ESTABLISHED ON ALL ( f F I I G ~ I I ( ; Z sl Dw, I i : I I ~.°,~H ~~,oe
WATER AND SEWER LINES. I I G G I / ~ I I . Q?NE . I I 9 .,„„a~~ ~ ,
II / I I II I I ~ p I I I NK.eAP~..
I 3 F S.S. / I o II I I I I
I I BE I ~ I ~ I I I I I 1
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1I 22.18 B~ G I . I OP F SH / Q I I I
.I I ~ \ . _ \ / / / lld"22.1'I`RM i ~ / I ~ I I ~ ~ I ~
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I NV I 3. F OM G. ~ I I Nm n n• i I i I >TA L 10"x10" TEE WI BLOC ING I I 4„ i
I NV 0 D REC INSTAI}L 10 x10 i ~ ~ LE I AND 1 "x12" REDI STD. P c i 9 D 1 x12 REDUCER I I ~ 9
I ~j i F IC RA I~ I I MANN C F & CO I I ~ I I I I 1
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~ I II I I I ~c I I I ^ 1 ^ I ~ ^
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93 L ~ II I o' I ~ r I I ~vN l7 N u`SY~ , I I rn II o~ a0 m
~ 1 ' I CONTRACTIOR SHAT I I LIFT A TRACTIOR SHALL COORDINATEIwI I m N m o. • I ( Neu p~~u
I CITY OF HANELOCk SHE S - & LD- I OF HAVELOCK FOR TAP OF I I ~ m ~ ~ II 11 ~ IN SET I I ~ u 5 ~ Z~
I EXISTING V~ATERLII I 0 RA 0 LL C 0 TE TING 1~'ATERLINE I z . o ' 1 I I N II Z p 0; 11 1 ~IIQb n BU ttw I II ? 1 O~ ~ ~8 ~
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1 I I I 1 , oco ~ oo ~ x d I ~ao~~ S i 1 I pol I _ S e 8
EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR SHALL I I F- N I _ -
COORDINATE WITH PROGRESS ENERGY. ~ ~ i I I I - ~ " ~
I " ~ ~ N I I ~ 1 - - s - --t ~ - I I i - ~ - ss _
B I 1 . SS P _ - I ~ ~ _ -
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I - - ~ N .IN= 2.60 ~ - - _ _ ~ ~ ~ ~ SS SSMH TOP=29.60 - ~ _ - - - _ 1 2121!06 JLK MISC. REVISIONS
EXISTING 10 WATERLINE (CITY OF HAVELOCK) b _ _ _ _ -
~ k~ SS ~ / D INV.OUTa22.50 _ _ _ _ _ - - ~ No. DATE BY Description
x--x"~---x x--~-"' ~ ~ _ _ - - - - - ` REVISIONS
x~ x_.--*--~- - ry~ --x--*'- _ _ - I it - I
0 _ _ I DRAWN BY JLK
_ .r----- ~I ~ _ _ - - ~ 8 o
_ _ - ~ APPROVED BY
N - b- WEST BOUND LANES _ ~8 db, _ - - _ _ _ - - ~ o - CHECKED BY
v Y - - ` _ _
_ _ - _ - ® - ~ OCTOBER 25, 2005 _ _ _ - - "OCf1 DATE
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M - _ _ _ . - - - _ RELOCATION OF EXISTING PEDESTAL - w ~ SS ~ ~ a o'
- - - - - - - ® TO BE COORDINA - - w _ _ _ _ TED WITH UTILITY, w 3 _ W _ - S "DIP ~ ~e II ~ J ti ~ ~ . S 10 p o II 0
A - - - W - _ - _ - SS ro ~ N ~ y
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~ ~u Nr-- - - _ o UGU _ ~ 10 DIP > - ~ B 0 - O II N Q , 6' ~ rn 'CT ~ AI,~, II = ~ J ~ o~ PROJECT N0.
Q W - - J ~ I _ ~ - w 1 Q"plp - z o o z 80263900 ~ L
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1
2 3
4 5 6
ALL EXISTING CONDITIONS, SIZES AND DIlIIENSIONS MUST BE FIELD
30' VERIFIED PRIOR TO INSTALLATION. SIGN INSTALLATION CONTRACTOR
ALL 910NS SHALL COMPLY W11H U,S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISiRARON'S SHALL BE RESPONSIBLE FOR DESIGNING THE FOUNDATION AND PYLON
CURBED ISLAND YOU1 PER STRIPING DETAIL/S11E PLAN 'MANUAL OF UNIFORM 1RAFFlC CONTROL DENCES',LOCAL CODES AND AS SPEgFlED. T SIGNS TO POST IN ACCORDANCE IN ORDER TO SUPPORT THE WAL-MART SIGNS AS INDICATED. AND
WITH MANUFACIUAER'S INSTAUCIIONS. SHALL OBTAIN ALL PERMITS AS REQUIRED BY ALL AUTHORITIES
HAVING JURISDICTION.
Dewberry & Davis, Inc.
- - 4-MGL-400MH 480V oA, PoNEYFORE9TROAD 4 MGL 400MH 480V NVIUE,VA24540
OR DETAIL SI'~IEET ~ti METAL HALIDE FIXT PHONE; 434.797,4497 U R E S FAX: 434.797.434,
F ~ ~~is --...~B• ~ RESERVED METAL HALIDE FIXTURES
PARKING W SHIELDS 2 EACH SIDE W SHIELDS 2 EACH SIDE
20r_O» 7r-D»
E0. Ep, T2' 5r_Grr r- rr r-
VAN MHItE Ll:OENO RED BACKpiWND VV 9 0 5 6
niRBE~ la ~Wn - 00' F SSIB ~ ROW WND
- ~H°~ T"A" R1-1
LAYOUT PER STRIPING DETNL/SIIE PLAN PED fONO, STOP, ETC.)
"STOP" SIGN Posr INTH AISLE SIGNS KTi I
\-BLACK LETTERS YNTH WHITE BACKGROUND.
2 LBCNANNEL POST NUMBER FROM LEFT TO ( ~iTM THE MIN, HEIGHT AICHT AS SEEN FROM
1¢ E BOTTOM Oi THE VA:SRBULE. ~ `~7. ~
b LOWEST SIGN SHALL BE r-o•. (
3e' ~ P1°~ ~ AISLE SIGN In
OILARD FlUID W/ ~ CONCRETE AND PAINTEI) ~ N.T.S. D D p n 2 INSIDE
TRAFFIC YELLOW g~ E0. Ep, WHEN SIOFI IS IN PACED
AREA OR SIDEWALK ~ 17 DIAMETER 100.00
PuNTm aocAP - oo~ 9FE BREAK AWAY CHANNEL STRUCTURAL SQ. FT.
POST NHEN PIPE BOLLARD IS NOT REQURED, en ours STEEL PIPE
OROUND/PANNO P E D AISLE SIGN LOCATIONS - 90° PARKING suaFAGE . .
XING 0.50 • , , 4 ~
3500 P.S,I, a ~ 24' P.C. OONCRETE 4 SQ. FT. EDCE OF PAVEMENT OF FACE OF CURB :
. ' ' H BIACK LEGEND ON Tire :~lu~e • rigs • .
E T2' w YELLO BACKGRWND IND p) t>' ,Z• STOP SAR ~ r rr
"PEDE " SYRIAN CROSSING OSSING 9 -0
3' SIGN
PARKING b ~ N,rs. 8'-6•
PosT WITH u9lE SIGNS . 1'-0 1 1 1-0' 1-!' " O
LANE LAYOUT PER SiRIPINO g 0
• DETAIL/SIIE PLAN RR~~ D ~ I
JO W10TE~CKGROUND O Ln U ~ ~ I N
12' m ~ Z
~ ~o 0 00 _ ~ M
z~ 6
"NO PARKING - NO FIRE PuNtEn~cAV=eo• - y O W 0 W
GROUND SURFACE LANE SIGN PARKING eLAac LEGEND iIJICK IEOETID OYt TD » Q Vi. LL ~ WHITE 10 DIA. - .500 ~
_ ° c ~ LOADING BACKORI ouND AISLE SIGN LOCATIONS 60 PARKING H.T.s, iACKOROUND ~ p~ - O
ZONE WALL o E-
I- rn ~ o rr ~ v! z
PARTIAL ELEVATION TRANSITION TO 10 I"' Y
HoTE ~ U PIPE F- ~ 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL JO
RESERVED y BE APPLIED ACCORDING TD REQUIREMENTS Q W AS OUTLINED IN SEC110N JB OF 1HE
PARKING NO PARKING -LOADING O _OADING Q
LAYOUT PER STIdPINO/ THIS SICK TYPICAL AT R7-8 y SIZE PLAN ALL ACCfS51BLE PARKING ZONE SIGN I = V 2 THESE WORDS AND BAR ARE in BE „ J Pu"'°' REFl.ECTIVE 12 D I AM . 80 M P H
SPACES ~ ~ Q
D N.T.S. CURBED ISWID BACKFILL AND LESS 16 DIA. J
1MI5 SIGN TYPICAL AT
D ~ ALL VAN ACCESSIBLE vas 12' X d' PARKING SPACES ACCESSIBLE s6• are r sTANDAAo OVER 80 MPH .500
oAIVANG!ED OR LNC PuTEo s BOUARE OR HEK HEAD PENALTY SIGN PATH WORDING WALL " 14
MACHINE BOLT WITH NUT, AS REQUIRED BY STATE OR 12 z 0 SLOPE
10' PER LOCAL CODE PosT WITH usLE SIGNS PLAN VIEW N , BACKFIL L o
oTE. PER FOOT STOP BAR
CURBED_I6L~D - ~ 1. WORDS AND ARROWS FOR BREAK AWAY CHANNEL POST DRIVEWAYS SHALL BE N.LA
APPLIED ACCORDING
SITE SIGN BASE DETAILS kT~ «TUENm'~'~cn~ ~ ACCESSIBLE PARKING SIGN ~ III=-- =i - - - - - - ~11=-- _=L-~ II III_ _ I III_J~II_I - -I - II II
N.tS OF THE N,tS. I_ _ ~ - 1_I I I_ DTSTOPBR t2/17/Oa I I- - I 1-1 I I III-1 ~ ~_I I_ ~ -I
DTSICNCO 12 20 04 I - ~ - I I,I ~ ~=1
2 THESE WORDS AND ARROWS I ' 4
ARE TO BE PAINTID REFLECAYE Wf01E. ' e sc~. +a siEE>_ PIPE O q ' FlUED W/ CONC. ~ X
EDGE OF STRIPE r(~•) ~ N1TH TOP ROUNDED. ~ I d a • Q Q
6' VAN ACCESSBLE) SYMBOL AS SPECIFIED 2'-0' o
8Y LOCAL CODES ~ STANDARD (TYPICAL) STANDARD • u PAVEMENT OR Q FlNISHED CRADE • • . • • . • • . . . GJ .
0.24' 0.24' 6.77' OR 0.24' SPACEA~~B~ 60' SPACES y y N, ~E SITE G D YIELD
PLAN FOR ` 2. NY BTlE) PAVEMENT MARKING LING b 6'- "
N.LS. ~ ' ~ 6 r n SEAL Nunm~ a 3' COVER 1 1 - 0 ~`'H ~~0
DTYIELDM 12 04 D1 0~ 1 ovER FoonND , FlLL POST w/ CONCRETE
m Y1~ PERP. TO SIGN • Ef~o .o
2bD0 PSI P,C.
90N CONCRETE MINIMUM FRONT VIEW o s ~ ~ c~a SIDE VIEW '.2
m ~ ~ TOTA m~'
N b YAOCESS WAY L 140.50 SQ. FT. ~ TOTAL 140.50 S FT. ~i a Q NOTE ~ 'q/~/ 0~
C ALL PIPES SHALL eE ' -8 K. 9RA~ ~?~~~~~N~~~~ PAINTED TRAFFlC YELLOW

en smlalNc PIPE 80LLARD PROVIDED & IN - STALLED BY WAL MART
b J N,T.s. KEY PLAN N.T.S. NOTE; DETAIL SHOWN FOR
EDGE OF STRIPE DTCROPST s za D4 REFERENCE ONLY
~ OR FACE OF CURB 10' 20' 8
d¢ 4 1RAFFlC WHITE 4' TR C
- - AFFIC YELLOW
STRIPING 2'-0" O.C. ' '~~i~ teuoM SiIUPINO 2'-0' OC.----~ ` ACCESSIBLE STCN JO' MIN. (IYP.) CR CCLCR AS STRIPING (IYP.) USE ONLY WHERE ' n~a mnrrir rwn ~VCnVRi
SEE SITE PLAN SPEdFlED BY LOCAL PLATED ON 511E 4' (TYP.) 1~RAFBFIC~PNNT ~W REFlEC11VE 'iA NOTE: PROVIDE 1/2' E1tPANSION 05AE?ISION6 MOVE ~ JOINT BETWEITI 9DEWALK 4• AND ALL F11tE•D OBJECTS
CODES SEE SITE Plan FOR CURBING OR STRIPING ~ A A
EDGE OF STRIPE NOTES: 1. SEE SI1E PLAN FOR TOTAL LAYOUT 4' TRAFFC BLUE PERIMETER 2. 1HLSE DETAILS ARE POR REFEREIICE NOTE: e (tYP.) I M 1 2' RADIUS TOOIFD JOINT CR
NO1E; SEE SITE PLAN FOR TYPE STRIPING 011 COLOR AS SPEdFlED AND DIMENSION CONTROL ONLY 1. YARDS AND ARROWS FOR DRIVEWAYS SHALL BY LOCAL CODE IE APPLIED ACCORDING TO IREIIENfi 4•(TYP.) ~ PLAN VIEW 1~DEEP sAwsD JdNT 1YP
3. r AOCESS AISLE SHALL B[ PL11Cm ON A8 ouTLINED IN sECnoN JB OF iNE ~ ( SEE SITE PLAN _ 1 4' THICKNESS PREMOIDED ff~AN510N JOINT FILLER SPACED 0 O.C. wAx SCALE
A E~PBA~IOEN LADE OF A VAN DIMENSION CHART MANDAL oN uNl~eRU - 0°NTM LE SPACE DEVICES Fdl sTaE~rs n N~ewwArs EKTEND JgNT FILLER FULL DEP1N OF BDEWAUf Z• MBE 1/4 /FT.
4. ALL DIMENSIONS ARE lO ~ OF STRIPE A B C D~ E~ 2 iHlSE WORDS AND ARROWS ARE lO BE UNLESS OTNERYNSE INDICATED PNNIm REFLEC11Vd WH11E. 60° STRIPING DETAIL e.a' 1r 1o.er 1o.Jr Jaoa' c~)
10' 1r 11.ae' 1o.Jr Ja.oa' o sa eo 110 e•
a.a' 1r 1o.er 1o.or s1.2Lr 4' (TYP.) " ND 4 PC CONCRETE
10' io' 11 aa' 1D r NON-RDA STANDARD STRIPING ISLE RIGHT LEFT TURN ONLY S J1.20' 4 WHERE REWIRED REINFORCEYENi 4' AOOREOATE BASE NLY ~ WILL BE Na 3 BARS 24' O.C.
e.e' 20' 1o.er 11 ' PA MENT MARKINGS .aa J2.J! ~ SECTION A-A EACH WAY NAx SPACING, OR ODUR~ CONPACIED ~ SECTION B-B ~ IN VS 0 x B - Wq.4 X WI.4 wWf 90>< S1D. PROCTOR (TYP)
10' 20' 11.66' 11.66' J2.38' N.LS. 1 inch ®EO tk
DTRLTURN 12 17/04 m MINIMUM DIMENSION CONCRETE SIDEWALK "ENTER" PAVEMENT MARKER WlARROW N.LS.
N.T.S.
OTWALKPC 12 17 04 OTENTER 12/17 04
B A~ usLE a sTD. AocasIBLF)
B' YAN ACCESSIBI~
EDGE OF 51RIPE STANDARD 90' ACCESSIBLE A SIGN (REFERENCE SITE 1lAN FOR IACARON) t IOCAWON)
SPACE 4' TRAFFIC NHITE STANDARD (MIN) C~1t~ CE OF (CURB
STRIPING (TYP.) yC' SPA SEE SITE PLAN FOR
N PLAN SIZE CURBNO OR STRIPING . PLAN FOR (UNliBS SHOWN OTHERIMSE IS SHOWN OIHERIMSE ON 511E PLAN)
S12E) DIMENSION CHART TYPICAL CURB AND GUTTER
A B t~
m 0.a' ta' 6 1 2!21106 JLK MISC. REVISIONS 6
~ 9.a' ti' 2 No. DATE BY Descri tion
P B' WHITE 9TPoPE
m S.a' 2lY i0:.i>aleltlG ACCESS WAYS SEE SITE PLA REVISIONS SEE SITE PLAN
a h SIGN (TYP. 10' 18'
m ACCESSIBLE S10N 1r ii' SEE SITE PLAN DRAWN BY JLK
°y 10' 20' I 8' APPROVED BY
~ Ad
a a CHECKED BY
~ > bl M
r V 10' 20' 4 1RAFFlC MELLOW DATE October, 25, 2005
~ EDGE OF STRIPE 1i' MIN. STRIPING 2'-0' O.C.
0 4' 1RAFFIC WHITE STANDARD I DN I~CATED OW"N ~1E STRIPING 2 -0 O.C. ~ SPACES PLAN TITLE •
~ NOTE: SEE SIZE PLAN FOR TYPE (11P.) OR COLOR AS RADIUS EQUALS 1/2 OF $pEa Y THE 'A' DIMENSION ' FLED B LOCAL OR isc e ai s
M CODES a' MAX LCAL) ' NOTE
I o+ 4' 1RAFFIC BLUE PERIMETER NOTES: 1. SEE St1E PLAN FOR TOTAL LAYOUT 1. NARMNOS FOR STREET SHALL BE ACCOROINO 10 LOCAL COD I 0' WHITE iTIMPES .AL CODE • 24 J ~
a STRIPING OR COLOR AS SPEdFlED 2 1H[SE DETAILS ARE FOR REFERIOVCf V REOUIREMENfi AND AS OUTLINED IN SECTION JI OF iNE E ~ A BY LOCAL CODE AND DINENSKNi CON1R R OL ONLY AND i11GNWAYS THE 2` .S>aff.TS
~ 3. B' ACdSS AISLE SHALL BE PLACED ON 2aR
I 2 MARKINGS YAIHIN PRIVATE PAAltlNO lOT SMALL B[ PCR THIS IRiTNL p THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE J. 1HE9E MARMNGS ARE 10 DE PAINTED REFLECTIVE YAIITE t~ OY THIS D[TNL ^2
a j 4, ALL DIMENSIONS ARE TO ~ OF STRIPE IITE.
a UNLESS OiNEAYASE INDICATED (UNLESS SHOWN OTHlA1NSE s seoxN oTNERINSE oN SITE PLAN) CART CORRALS IMLL BE PROVIDED BY WAL-MART
AND ASSEMBLED/INSTALLED BY THE CONTRACTOR PROJECT N0.
~ 90° STRIPING DETAIL °'a 0 80263900 AT THE LOCATIONS SHOWN ON THE SITE PLAN.
0 Q ACCESSIBLE PARKING SYMBOL SIGN (REFERFi1CE SITE PLAN FOR LOCAliON)
U LOCATE AT EDGE OF PARKING SPACE UNLESS
o ACCOMPANIm BY 'VAN' PARKING LOT STRIPING `~'"G DETAILS
CROSSWALK PEC ~ N.LS N WALK PED. CROSSING CART CORRAL
o N.LS N.LS. N.T.S.
a DTPKSTRP 12/17/04
DTCRWLKM 07 12/05 TCARTSG O1 21/03
SHEET NO. OF

6 5
3 4
2 1
HEAVY DUTY FRAME ANO COVER
THREADED PVC CLEANOUT PLUG W/ LETTERS 'C.O.' CAST IN COVER
12' MIN, t2' MIN. GRADE SURFACE AWAY 1 ~ IN GRASSY AREA
p TIES AT te' as e . tra~iN~e ~rtacTo i0' MAK OUTSIDE OF BOZ 1B' MAK FROM CLEAN OUT 0 IN PAVED AREA
EOTAPIDtT p1011ND MR[ AT iC tTl!!L TAt4lIED POLE B B ~ 10 O.D. O.D, 4-A YERnCAI glOUND WO N POIa PR ePLLTRCA110NS Paa OltaRtpNO lU0 01 POLE Dewberry & Davis, Inc. ~ 551 PINEY FOREST ROAD
KWeM~OPRIdAC1E0D INITAUAndI N OOIIGAEIE ~U:VEINO NU1S ~ ~ nyPa~r CAP ALL OaIaAT PAVNIO REO{IIIIEe OONIINVOIIS I TUBBED BACKFILL DANVILLE, VA 24540 UND S
ANaROR can t/:' cle'+~eoN ~a+~>~ Nuo Nola wn+ anER UNDISTURBED ~ ~ ~ ~P~ eAx a Paa. b/erroo~aRaao UNDISRJRBED EARTH OR EARTH OR ADJUSTABLE HEAD PHONE; 434.797.44 COMPACTED 4' MIN. 2600 PSI P,C. FAX; 434.791,4341
EARTH OR ooNOUT AS JLrtcnaN tax IPaES , wRE AT SRauro Luo Ix Poly COMPACTED Fl 1: ~ CONCRETE COLLAR FlNAL LL
oeelauTEN wTN •ow euPnx ocrAtL'r rx 4•If 1 4 COMPACTED FlNAL FILL " " aN<Y I,L eY-owl, LmAtE rAanoN e~i _ FILL BACKFlLL BACKFlLL 12" 12'
SECTION - ~t ~ ~ Tt~ na wowruEi o~w•~SltrPa~arar OE A r ~ tYNr IISTUIL BOZ CULYER BACNFlLL
etBmt BTE P{JJI PoR tlLrolrnTr t,1b• aA ~ ev-ow) (4) ARg10R BOIn POLE-TO-eA~ PLATE YQD POtE 1ACAnONa Y 4Y LONO Y 6' HOOK SIZE OF RISER PIPE PER LOCAL CODES
BINL OOIIPLY wiN AWS ~ FItlBI g1A0E I e!ECa AT rOP AND K)rTOY PIP SPPRINO ~ II °
Pun: E a BASE SPRING ~ F INITIAL LINE BASE PuTE POET NOTE ~ 9 UNE BACKFlLL fD ~ INITIAL I I~ III 4S' BEND ACKFlU. ~ I AL CODES B e' BEDDING p° p o° o I i p CRUSHED STONE PER LOC
Pat eASC Pun: a/4' (AIIN,) (l0 0 0 0 0 0 1 0 00 p° Oo0°4 r10 oOOV°°
IOLT PATIrNI P!R Y+wACtu~rt~ (Yvotl~racu~ ~ r ) ~ ~ HAUNCHING )HAUNCHING B ~0° °,po o ° ~°o p0
' A •oAV• pASlx oNlr, Lc ~~Y ~~D 4' BEDDING . ° Z Oo ° 0 0 000 0 Oo° 4 BEDDING ° _ o °°pOa 0 0°o Oo 0°°Oo
" o ev.cw} (MIN,) t' ~ uoHTrto cataRT is A nPS a te' as YAx ~M'"'~ BETE BOX CULVERT op ° p° pp°°p ° OIRECTK)N OF FLOW CONC p ° poo
r RxtuRE oRe>trAnat 1P aA. oONCREIE P101NIDAnat sEa eltE PLAN Pal NC1;ON Pox (Pars OtelOrtA1ED VDttICAL AND IKIRIIONTAL N.T S, = o ° °
wtN cw• KRnx aNLr, LE, eARe slat eE Rru nm, r YenwY wrot TrP 4. pl W 4 rATlort n eueaeta) w.,,~ ~ wTH PAaE a Nnaws Nor PDeenea )d KIPVaRr REIiDRCeYBTr IN s12 O.D, OF PIPE + 12 TO 18 Llotlr P~ BASE, tACAtE ~ PRaER FROw > 2 O.D. 0 + 18
JUNCTaTt Pox TtTWAIlO! rNONr a ~ ~ POET COrEA T14MX NR011a JUNCTION Botl 9tNJ. ~ 12'MIN. O.D. 12'MIN _ ° . 0 o eo = 0 0 ° 0
" " K CMIAN PART NtA~t SEWER 1DN P1F1D AN I TAR Y p111014 wTN S SECTION B B WATE - R LINE SEWER ,z MIFI D,D. irMIN Oo ° p°Oe ' 0°00° a °0 00 B' M B' MA B' M B' M
cATKN,vo"°0t RHEA r eaaw rROtrr IrtE u' NAt011dE NI1N COYER RElgVED a'~ N,T.S. N.T.S. UNDISTURBED PLUG WYE IF SERNCE LITERAL UNDISTURBED EARTH ~ ~ ~ DOES NOT CONTINUE
etxeOY COPPOt ~A4C EARTH COMPACTED
n N9oE a pp"~°D~ tu°0r~~o eo~ir~ o~~RpeuaoY cFNFRy,,,~ AL NOTES COMPACTED FlLL BAq~ffTLL SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION FlLL
rYq PI[OE BOLT A1TAQeD~~01(OUrCNO~WG atrmt RDaAAED NOTE: SEE APPLICABLE DETAIL
OROUtO CAKE A1TACieD t, e000 P9 WL ?e DAY OOLPAL49VE VE POUROID CONGEIE ~ IBe1F01lGt0 01m LOa0N0 YrASlFA _ 10 ONOIMD ROD 1 F WA1EA ei PR~~ 14' AUOEA K UIKIeTUABED OR PROPERLY OOIPACIlO ISSIFlED IN BNAqua1LL FOR BACKFlLL AND BEDDING SEWER INSrRUCnoNS. ITARY SAN
~ Ex~A 1. BEDDING SHALL BE NCDOT STD. X57 COURSE AGGREGATE 5, ALL MATERIALS ARE CLASSIFlED I r KRRUEO er Nui- s ~ opQ 1cAnaNs BTE LtoNna YamoR ENO eweta a loos PSP. eta MAID Naa WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, ACCORDANCE WITH ASTM D 2321-LA U D 2321-LATEST EDITION iNC >o ~ INrnAL LINE BACKFlLL ~ OU T
e' ae• YAri ~ IOUNDA1Nt11 9tALL NAPE A MNWY AUAnrAKE a FOUNOAAON NA9 Pmt oESSNm POII A OOIESIYE Pot eASEO oN A MNYW oaeavE ueuo-TaHt THEN BEDDING SHALL BE NCDOT STD. ~j57 OR 21-A LEYEIr10 NUT YALUE a 1000 PSF, LEAN C IE INSTALLED IN
0. PouNDATION NA9IEEN xaaNED POR A 01AMlIM Pal eASm oN A YNYUM u1rRAL TOIL LISNr PaE COURSE AGGREGATE COMPACTED TO 9596 OF OPTIMUM g, ALL MATERIALS SHALL BE INSTALLED ~ ~ e+~sE PurE PSR PRESSURE a taoo PSP, utuaNa AASNro nauaF t,e,x(4) a ~?aT a POSTS PnIKE Ao?vra oYO oaeur DENSITY IN ACCORDANCE w/ ASTM D698 (SEE MAXIMUM 8" LOOSE LIFTS IN ACCORD fS IN ACCORDANCE HAUNCHING N.T.S.
~ r• ~ "ALL a'N""a'""~1C1410N1 "01 '6 °0° SPECIFICATIONS FOR GRADATION) WITH ASTM D 698, D 2321-LATEST E " " ANGIOR eoLT a DETAL POR JO' POLE tATN YA1L rtxtuRE PYA 4,e BaFL eTRMITr 2321-LATEST EDITION 4' BEOtNNO 4• BmaNo (Mm.) (MIN,)
a ALL uoNr vaE BASE PanmAnoNS ttNALL eE casr-RI-PLAa, vRE-cAer uaNr POLE BASE ~uT r Pw oaA~uw PTIUNDATIgL1 ARE NOT AoaPTAeLE PYC YA{E 2, HAUNCHING SHALL BE WORKED AROUND THE PIPE 7. FILL SALVAGED FROM EXCAVATION SHAT {CAVATION SHALL BE 4'
e/4.4eov • aAnrn w P0N01 °°1°I"r BY HAND TO ELIMINATE VOIDS AND SHALL BE FREE OF DEBRIS, ORGANICS AND ROCK NICS AND ROCKS 4'
is t Pox I CLASS II COMPACTED TO 9596 OF OPTIMIUM LARGER THAN 1 . P ALL OTHER PIPES CONCRETE PIPE RC DTSSCOUT t2 04/01 REINFORCED
e ea~una r . Avxo 98 p ~ DENSITY IN ACCORDANCE w/ ASTM D6 NCLUDING SPIRAL RIB IS SHALL BE SLOPED, IRAL RIB PIPE I AND SP
o ~ ~"3'^i` 8. ALL TRENCH EXCAVATIONS SHALL BE Sl SHORED, SHEETED, BRACED, OR OTHEF ACED, OR OTHERWISE ~ PE 60"~ AND LARGER
POLE MOUNTED CAMERA DETAIL I TYPE St SUPPORTED IN COMPl1ANCE WITH OSHA 3. INITIAL BACKFlLL SHALL BE SUBSO L REGULATIONS AND LOCAL ORDINANCES THAN 60 ~ PI 1NCE WITH OSHA SMALLE_ R
NG POLE BASE DETAIL POR P«a LOCAlIONe oEraNATEO wTN WORKED BY HAND COMPACTED TO 95~ TYPICAL LIGHTI Y u, eY-~ CAYET~ ANO SPECIFlCAiIONS AL ORDINANCES. (SEE N.TS. N.T.&
TYPICAL ANCHOR BOLT SPACING ~rTttl ~ • IN ACCORDANCE ) E N,T.s. wRKO er oneTts. OF OPTIMUM DENSITY r~,NFRA„~L NOTES O
w/ ASTM D698 PAVED AREAS CAN I 1. BEDDING SHALL BE CUSS i-A WORKE4 BY 6. FlNAL BACKFl ANCOMPACTED TO 05% STANDARD
DnICHTes to le oa 4, FlNAL BACKFlLL SHALL BE SUBSOIL TYPES IF GROUNDWATER IS ANRgPATED, BE CUSS IY U NAND PROCTOR. N 1HEN BEDDNG SHALL BE CLASS I-B
S1 OR S2 COMPACTED AS NOTED IN NOTES COMPACTED TO BS% STANDARD PROCTOR, 7. ALL MATERIALS ARE CLASSIFlED IN ACCORDANCE
DOWEL DIAMETER ¦ T/B (IN) DONEE DUWETER ¦ T/B (IN) 3. AND 4. te' Laa KaoTN Dora a ter ac, tlr taa woont Dora • te• as tWiH AS1M D 2321-U1FST FDIRON, M w E WOIINED AROUND THE PIPE ~ / Z 2 NAUNCHINO SHALL B
DDING ND 6E NCH A Y THE END U TI LI T BY HAND TO EUMMAIE VOIDS AND SHALL BE CUSS & All MATE ~ LILlF15 IN ACCORDANCE I-A OR CLASS I-B OR CUSS II COMPACTED TO MA10 U ' I' ~ Q
T PWRED JOINT DOWEL SLEEVE (CLOSED ¦ PAVEMENT 4 I ' NC P ND T ¦ TMI~~ SEAUNO COMPWNO TO FlT DOWEL AND BE SECU T N.T,S. ~ WI1H ASTM D 89& CUSS ill AND IV-A I.ii MATERIALS SHALL BE COMPACTED NEAR
THR1fIYE55 OPTIMUM MOISTURE CONTENT. ~ U -A 3. INITIAL BACKFlLL SHALL BE CLASS
4,:,, N 12/21/04 WORIfED BY HAND, OR CUSS I-B OR CLASS II FlLL SALVAGED FROM E)ICAVATION SHALL BE O 2 COMPACTED TO BS% STANDARD PROCTOR. O. FREE OF DE8R1SS,, ORGANICS AND ROCKS L. ~
H gin.. ~•'i 4N01. LARGER THAN 3'. L r 4. INITIAL BACKFlLL NOT UNDER PAVED ALAS 1 0
CAN BE CLASS III COMPACTED TO 00% OPED V/ Z STANDARD PROCTOR. 10. ALL 1RENCH E>(CAVARONS SHALL BE SL SHORED, SHEETED, BRACED, OR OTHERWISE
OWEL TO BE LUBRIC TOP 1/B' NO SUPPORTED IN COMPLIANCE WITH OSHA I• Y 6. FlNAL BACKFlLL SHALL BE CLASS I, f4 OR M U
~ O SEALING COMPOUND 1 4' MIN. III COMPACTED AS NOTED IN NOTES 1 AND 4. RE'dJU110NS AND LOCAL ORDINANCES. (SEE LL 0 SPEgFlCARONS
Q J W
JOINT FlLIER NOTE: C Q I I
1. DOWEL BARS SHALL BE DR01ED INTO PAVEMENT NOTE: HORIZONTALLY BY USE OF A YECHANICAL RIO. 1, DOWELS SHALL BE SUPPORTED BY AN APPROVED DENCE STORM SEYI~R J
2 DRIWNO BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL a TRENCH AND BEDDING ~
BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE J N.LS.
T TRANSVERSE EXPANSION JOINT BUTT JOIN
DTTRENCH 12 20 04
DOWEL DIAMETER ¦ T/B (IN)
ttr LOrq WOOTN Dora • te• as NOTE;
VERncAL sAV~wr 1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING FIRE HYDRANT
I , NO COMPOU D T ¦ PAVEMENT I • POURED JOINT T ¦ PAVEMENT DOWEL SLIfVE (CLOSED END) 1HICITNESS SEALING COMPWND CIFlED STREET UNLESS OTHERWISE SPECIFED BY FIRE DEPARTMENT AS SPE
1HIC%NESS FlRST PWR SECONO POUR 10 FlT DOYa AND BE SEOURED D , , : . BY CITY ~ ROVIDE 2' DIR. X 6" 2. ALL CONCRETE 1T) BE 2500 PSI P.C. CONCRETE P
THK, CONC. COLLAR DES GATE VALVE AND APPURTENANCES
AROUND ALL VALVE 3. FlRE HYDRANT ASSEMBLY INCLU
~ ~',v BOXES FINISH GRADE
"A" t'
~1 8' N OYa TO BE LUBRICA GENERAL NOTES:
NEENAH R-3,54 ORATE TYPE A (HEAVY DUTY1 - - - - 1. ALL EXPOSED CORNERS TO HAVE 3/4 CHAMFER \ \~j~/~//, /i 2. ALL • do ~ REINFORCING BARS TO HAVE VALVE BOX AS SPECIFIED BY CITY
NOIE 1-1 2 COVER, LARGER SIZES TO HAVE 2 COVER. 6 CU. FT. GRAVEL
t. DOWELS SHALL BE KJPPORTED BY AN APPROVED DENCE. ORNER BARS -SAME SIZE CONCRETE JOINT DETAILS SPACING AS HORIZONTAL BAi RS -SAME SIZE AND s HORIZONTAL BARS 3. SEE GRADING ANO DRAINAGE PUN FOR 12" 6" M.J. GATE VALVE
N TNT CONTRACTION JOINT - CONSTRUCTIO JO N.TS. PIPE SIZES, Locnno"s, AND Fl.Ow uNES. DRAIN-KEEP CLEAR W ETAINING GLANDS
NNECT TO THE ENDS OR SIDES OF CONCRETE " M.J. TEE 10' 4, PIP TH IE NLETCCONNECTK)N SHALL NOT BE 6 D.I.
t z t ~ oa " 10 6 DTCONJNT 2 O s ~ 90' MADE AT CORNERS OF INLET.
e.B a SURFACE cauRSE ~ 0. ~ ' SEAL ~N~aau~~°j 5. ALL REINFORCING BARS TO BE GRADE B • ~ • ' , ' 8 MIL POLY- ' ' ~ \ CAR ~ tN ,
1" NCOOT TYPE S e.a B SURFACE COURSE Y NCDOT TYPE S . eetttt~~ 1' NCDOT TYPE 110.0 B BINDER OOUASE , REINFORCEMENT SCHEDULE, BASE ETHYLENE LINING .,a i ~
1t• NCDOT ORADm ABC LIME STONE T" NCOOT OItADED ABC LIYE STONE BETWEEN CONC. • • E~ 0 SECTION • • • ~ \
BASE COURSE BASE COURSE _ ~ b dt DUCTILE IRON , ~ ~•t A B 0 6 E.W. ~p,' , , ~ ~ :Q ' / ~ '
a a ~ e 0 8 E.W. (TYPICAL) / ~ \ \ ' ~ ~ .CONCRETE' , • ~ . ~ ~ • ;
12• ' ' 12 . ~ I TABLE OF Nf DIMENSIONS \ . ~ ~ ~ • T \ ~ r•. . \ / ° ' ~ ' RETAINING , , • SUPPOR RETAINING !
- - - - - - CORNER BAR ~RNER BAR PIPE ~ /i. i/ . ~ I RAIN GLAND \ \ GLAND \ \ \ \ REFER TO THRUST BLOCKING . ~ SIZE SKEW OF CROSS D ~ qH O~
"A" 1RAIGHT 30' 45' REFER TO THRUST BLOCKING DETAIL FOR THRUST BLOCKING k, BRa~°~ ~"G~ S DETAIL FOR THRUST BLOCKING REQUIREMENTS "'aaa"'
,~4' 4'-0` 4 -O` 4 -10 ~
STABILIZED BUBORADE ' STABILIZED SUBORADE ~ 'n 30' 4'-0' 4'-7' s'-8' REQUIREMEN 38 4 -0 5 -3 8 -5 KEY PLAN
HEAVY DUTY U 42' S'-3' 5'-11 7 - N.T.S.
STANDARD DUTY G ~ ASPHALT PAVIN , 48 5-10 8-7 8 DTFIRHYD 12/04/01
ASPHALT PAVING ~ < 80 7 -0 -10 0 -8 FORA CTION ONLY
C b ' ' ' P.C. CONCRETE 4' 7'-O' 7'-10' !i'-5'
I O 30' 8'-2' 9'-2` 11'-0'
1' -0000 PSI AIR-ENTRAINED 38' 9'-4' 10'-8' 12'-8'
OONCREIE OVEIIUIY ~ . .N. < e• oDLLPACTEn Aec 42' 10'-8' t1'-10' 14'-2' 48 11-8 13-2 t5-tD GROOVE IN CONCRETE BASE
BASE COUR51:• S REINFORCEMENT SCHEDULE, WALLS I BOTTOM OF GROOVE TO
O sECnoN WIDTH 'w HoR• vERT' I MATCH PIPE INVERTS
~P.C. NON-REINF. CONC. : ° I _ ' I (PROVIDE AS LARGE A
, ~ ~ 'W 4'-0" MIN. ~ ~ 'A" ETWE 4' 7' 'e 0 'e 0 10' CURVE AS POSSIBLE) SCALE GREATER THAN 7 e 0 4 1 e 0 10
Ve 4' e08 e010 A A
~ o i 'B' ETWEEN 4 0 7 e e
9U80RAOE ~ V STA81UZm 'N ~ eo o ~ ~ TABLE OF rk N DIMENSIONS I tzo
~ SI SECnON WID1H 'W 'T' 'N~ 'D~ " " BETWEEN 4' 0 7' 8' + PIPE THICKNESS e e _ _ _
V 1 A GREATER THAN 7 6" + PIPE THICKNESS '
HEAVY DU ~ ' 8 + PIPE THICKNE S ~ 1N ~ 'B'
RETE PAVING CONC ~ - ~ N 4' 7' 8 + PIPE THICKNESS 10' 8' PIPE AS SPECIFIED i inch = REINFORCEMENT SCHEDULE, TOP I ON UTILITY PLAN
DIMENSIONS STEEL SPECIAL PATTERN I
i W1 - OR LESS ~j4e 0 6' E.W. DIAGONAL o coVER NOTE; TOP OF MANHOLE TO BE LEVEL
\ W2 - 7' OR LESS 'e 0 8" E.W. DIAGONAL 0 COVER WITH FINISH GRADE UNLESS OTHERWISE
DETAILS (SUBGRADE DESIGN CBR VALUE 4.8) . PAVING ' ~ • ~ ~pMP N` "W 4'-O' MIN. `N 1'- WI . ~4 e 0 8 E.W. DIAGONAL 0 COVER NOTED OR DIRECTED BY THE ENGINEER. " W2 ¦ 7' OR GREATER 'S 0 6' E.W. DIAGONAL 0 COVER 6 SEC. 8-B
SUBGRA N.T.9. ~~TION A - Wt ¦ 7 OR GREATER a DIAGONAL 0 COVER
DIPAVING 12 17 04 W2 ¦ 7' OR G ATER e' .W. R GRADE LINE
6' I.D. S1EII. PIPE .
FlL,ED ,MTH T INLET GRA E PAINT WITH YELLOW F~,`' r.~ GROUT FRAME TO MANHOLE
B REFLECTIVE TRAFFlC PAINT N.T.S. RING & COVER, CAST IRON MANHOLE
VOICE/DATA BOX 10 RECEPTACLE BOX SEE SPECIFICATIONS. 22 MI .
HOFFMAN 1814CHNF BOX APPIETON ~D-1-100-A HOFFMAN 18P14 MOUNTING PLATE GRADE RINGS AS REQUIRED
15A T25V IG RECEPTACLE CFCI RECEPTACLE BOX NEMA LS-15R HUBBELL ~G47T0 1 2121106 JLK MISC. REVISIONS
APPLETON ~D-1-100-A TE CONE SECTION BY Descri lion PRECAST CONCRE No. DATE p
WOODFORD MODEL Y2 20A 125V OFCI RECEPTACIE 2' CONDUIT OFFSET NIPPLE FREEZELESS YARD HYDRANT NEMA 5-208 HUBBELL ~GF53821 REVISIONS
WITH BACKFLOW PREVENIER 2' GALVANIZED RIGID COUPLING Z' SQ X 6" THICK LENGTH AS REQUIRED BY
LACAL FROST DEPTH cONDInoNS OFl RECEPTACLE BOX CLASS B CONCRETE PAD APPLETON ADC-1-100-A IN-IJNE OFq BOX - - SLOP SLOPE JLK SLOPE
CONCRETE FOUNDATION LIMITS APPIEION AFDC 1 100 A GASKET BETWEEN ALL SECTIONS " DRAWN BY
20A 125V GFq RECEPTACLE t 5V OFd MODUIE A WELD UNISIRUT 1D PIPE TYP OF 6 NEMA S-20R HUBBELL ~GF53821 HUBBEU. NGFM20 PAINT EXTERIOR OF MANHOLE WITHIN 5 OF JOINT WITH MASTIC WATERPROOFING. APPROVED BY
1 5/8' x 1 5/8' UNISTRUT TYP VALVE BOX TO SUIT VALVE NOTE: BOXES SHOWN WITHOUT
WEATHERPROOF COVERS TYP OF 3 AND DEPTH OF BURY - - m N CHECKED BY - - a ~ ~ PRECAST CONCRETE SECTIO S
- 8 5" MIN. 4 -0 October, 25, 2005
N - - a DATE - - - ~
0 v - CONCRETE FlLLET FOR T B B PIPE PROTECTION TITLE
Y ADJUST TOP SECTION RUBBER GASKET PER MANUFACTURER'S SPECS
LEVATIUN ENCLOSURE E a TAMP BACKFILL a~ s A e FINISH GR DE ~SC TO IN NON-SHRINKING GROUT
rrni YARD HYDRANT
- ~ _ IPE SIZE (SEE UTILITY PLAN) ~III_ d d
U11UTY BOLLARD - a ~ i 111 ~ '
0 0 ~ t' CONDUIT OFFSET - - - - _ ~ ' ~ • ' , ~ , JOINT TO BE 1-6 MAX. VALVE BOX TO BE •d ~ FROM MANHOLE
° GIG 1D BUILDING 4 CONDUIT OFFSET NIPPLE NIPPLE - - ~ o GD ~ i - - e RTED - ENTIRELY SUPPO
~ 1' DUITS ~ ~ e n (Z) ~ ~ - ' BY CONCRETE Z ~ CAST IN PLACE BASE & INVERT POURED BLOCKS OR BRICKS TO MONOLITHICALLY. BASE MUST SUPPORT PIPE
1 2' CONDUITS tv 'IN USE'UNBIEBA~ERPR~ VALVE BODY ' ' _ (f coven rwP _ II. SUIT. VALVE BOX SEC, A-A ~ TO FIRST JOINT
II ° • _ MUST NOT BEAR ON PROJECT N0. 8~2639~~ VALVE OR PIPE.
A STANDARD 8' BOLLARD TOp OF PAVEMENT - - - i IOCATED 2 -3 FROM THE - II
~ CENTER OF THE U11UTY a BOLLARD TYP OF 4 GALVANIZED RIGID
> CONDUIT TYP OF 3 WATER PIPE g NOTE: LIGHT POLE BASE MAY ~ ~
i SERVE A5 ONE OF THE FOUR a PROTECTION BOWRDS
i = 3000 PSI CONCRETE + ~
TO c~ ' PLAN VIEW BuILDINC N.T.s. .S.
o N.T.S.
a ~ 12/04/01 TILITY BOLLARD DTGATEVL ARDEN CENTER U REMOTE G
o N 1'-8' ONE CUBIC FOOT OF TA CONNECTIO o I AL AND DA TMANPRE 12/04/01 D SHEET N0. OF
WITH ELECTR C DRAM m I----I E V A T ION VIEW GRADED STDNE FOR N.T.S. ~n
N
m OTUTiLBDt 09 30 OS
a _ _ _ _

3 2 6 5 4
1
Z•
z m QEtIERAL NOTES: o ~ GENERAL NOTES: GN C7~ 4it SLOPE !ND eECTiONB TD BE USED OtAY a61EAE tptOWN 0.Y PLANS OR ~"I}
°m Y oENERAL NOTE • v OUTLET PIPE My~ ALL^CATCN ALL CATCH BASINS OVER 3'•8" IN DEPTH TO BE PROVIDED WSTH STEPS <..1 K AT LOGfIONB AS DIRECTED eT THE WOINEER. 4
A" PRECAST ClracRETE fN~A ,°•2" ON Df:NI PRONDE SEDIMENT TRAP ON DOWN fiRADIENT SIDE (OR BOTH SIDES) w 2 0 : ALL EXP08E 1'•2" ON CENTERS. B1EPS SLIALL BE IN ACCOADIVICE WITH 6TD. 840.86. Q Q w 2 I g^ 3;1 SLOPE 6NDAALl9 TO BE PIACEO ON FLARED END SECTIONS OP PIPE ALL EXP08ED COANER9 TO BE CNAIIFERED 1". ~ ~ ~ C) ~ M p ~ ~ ~ ~ dl<LET ~D SECTIONS. B 140T 1:t bLOPE ONLY WNEAE ANONN ON PLANS OR A9 DIRECTED BY iNE ENGINEER, M ~ H V
fA O ~ 7ND OPENING CLASS "8" AS REWIRED. ~ tt ~ 9 READ. rpT..f~ I I IF ~ 2" PIPE m CLASS "8" CONCRETE TO USED THROUGHOUT. t"'t O N r O ~ "1 tJ) ON iNLET END SECTIONS. ~ ILLL CORI7EAS TO BE CHAMFERED t", LLO C d x 2 2" PIPE WlEPNOLE9 TO BE PLACED AS DIRECTED BY ENGINEER. DOCL=Z MZ,,,1ID ~I, dAes •e• tXNICRlTE ~tALt eE uaED iN ENDSALLB. qN
FLUSH SURFACE S10NE TOWARD SEDIMENT TRAP YrTH NIGH VOUIME w 2 „I S D I I 1NE 8" OPE WATER FLOW AS NEEDED TO MAr1TAIN ClfAll SURFACE S10NE ~ O n m - NECESSARY BY • WY BE INCREASED TO 8" M47UYUM IF OEOIED CCy , O ~ -i W Q Q LL= Dewberry & Davis, II IC. THE 8" OPENING SHOWN W a Z LL = _ ~ ~ m
~1 D g' OPTIONAL f PLACOIENT OF SEDIMENT TRAP SHALL BE Ai LEAST 1!E MINUIUM ' NECESSARY BY THE ENGINEER. ~ O O ~ fLARED EKD IECTIOHS AAE NOAMN.LY UAED ON PIPE WITH E- V ~ O C7 551 PINEY FOREST ROAD 2" KEYWAY DR Ya BAA DOWELS ~ O W ~ X X BIGW ANGLES eET'6EEN 73 avD Tod oECAEES, ~ = I- Z ~ DANVILLE, VA 24540 OPTIONAL CONSTRUCTION • MONOLITHIC POUR, _
DISTANCE FROM THE RIGHT OF WAY AS RCQUIRED BY LOCAI ~ =lnp,On JL _ _ ll _ AT ,2^ CENTF JUSIDIC110N. 2 N ~ r X ~ ~ x FOAY9 ARE " ENGINEER • ~ _ f- W Z ~'9 ~ - - - - r.0^ • . • N ~ LL o J PHONE: [phone] AT 12 CENFEAS AS DIRECTED BY THE 07 F LL v J O M _ - _ POAY9 ARE TO BE USED FOA THE CONSTRUCTION OF THE BOTTOM SLAB. ~ Q A ~ - m ~ • I~AM~L FILL ~ O O 2 FAX: [phone]
(T'~~JZ A-~ ~ _ ~ IF REINF01 IF REINFORCED pONCRETE PIPE I8 BET IN BASE SLAB OF BOX, ADD TO 84SE 00 H ~ 'N D - _ - _ ~ ~ z ~
I - D D I m I A6 BNOWN ON c A STONE OI ANDARO 840.00. Z ° } •D•1 ~ CULVERT END SECTIdI ' L ~ ~ ~ n ~ M AB KNOWN ON ST ~ A STONE GRAIN CONSISTING OF 1 CUBIC F00T OF N0. TBY STONE CONTAINED d ~ W ~ ~ STEEL SACK 800 , W O
y No " I m IN A BA6 OF C 9HALL BE PLACED AT EACH WEEP HOLE. t W G ~ pp SLOPE DETAIL ~ IN A BAti OF PORWS FABAI G 2 ~(J~--ENOrOUL
2 ~ - ~ / L.. 9 ~ F PLAN r- EODE OF SURFACE ~
ENONALL BAR OA STEEL FABRIC 3;1 6LOPE ~'e~8(E
IMENT Y 2` KEEP HOLES REINFOACEIENT 4pry C B OIAl1ETEA CF CDLYEAI \ \
c~ INLET PIPE SECTION- Y-Y PLAN y ~ O \ ~
v 6" e \ , W i •c ~ / o ~ R n d m I p o CC z a . -7
~6 ~ ' ~ ~i N m F Y PAY n PAV 1~ v !AR ~ , O Z S") O - - - ~ ~ ~ ~ 10P OF SLOPE ~ ~ 4" TO lL W z „ m (l d. ~ < ~ ~ z i
My"Y ~ n Z COYERECAST C C. _1 YEAR ' Z ~ r l . r' I _ "A m r - = I c~ F- O
'k0/ L ~ - 'j N OPENlIq o ~ h ~ !J~ L 1J- I ~ z W N W Z Q W W ~ ~ STEEI SIDE ADD K - - II ( lNO~LL N ~ d 111" H ~ rJ a N ~ r , E--m'1 ~ m ~ ~ ° Ti ~ ~ 1"('
N ~ ~ dH N F L ~ZWa
m N d TfY MINIMU = Z RI ~ m S -I ~ D O y- ~ C v = O Z SECTION•XX FRONT ELEVATION ~ '~'8" G v ~
~ ~ 11 70 o L o~''~ ~mmv ~ ~ ~ c~ ~a~a ~Zp ~ a~z~
C ~ D _ J, PIPE 2'-3 q.EAN STONE 3 - a i ,pCDo m ~ v ~ oW PIPE ~ PIPE O V O ~ O z v W = Z W Q = ~ y ~ v FLOW LINE ~ Q,,,, Q ~
v r -
/y~ ' n c I r Bow .A/ -9 Iy SEE NOTE Y BAA H F Z ~ ~ m O ~~pp PLAN IN SKEW NOW - Y BUt N Q ~ D IL .y W ~ kl~" _ •'~fY'r
~ H "p ~ PART SECTION Y-Y '-Y PART SECTION Y-Y = ~ a ~ ~ _ N Q N v W m ~ m Z DItIEN9i0N8 a+ro CONCRETE OUAJRITIES FOR ENTIeALI
OE01E>RILE UNDERUNER m r D Z _ . - ~t't y O ~ SECTION X-X~ SHOWING IdETHt>D OF CONSTRUCTION FOR _ J ~ ~ J ION FOR SHOWIN9 METHOD OF CONSTRUCCION IF ~ _ ~ O O J O Z BTRAIOHT ENDNALLS 810:MED EImWJLLII 8009 IN FLARED END 9ECTId16 END SECTIO.Y OIYENSIONS ~
8' CRUSHED S10NE B .p H 8" OPENING INCREA6ED OPENING IS USED V z m O DIA T 0 H N L YW O H K L yD° PIp N0. 8 DIY. OF RODS REIU . FABRIC DIR. A B B C E F ~ Z ~ ~ 4'•0
Nao W H 12" tT•g" I'•2' I'•6' 0'•e' 4'-4" 0.08 1'•0' t'•S' e'•4' 0.11 12° 2.13%4'-D" BIDE R005 9.008 11'•2X6•t1.1XNY,i t2' 4' 2'•D' h' 2'•0• e'•Dh' FDRDIND oova+ a. yDS. wNC. 1018E DtWRmEt DEDUCTIaI ~~'pp/,T ~ 2.19X4'•D" SIDE Ao6s 9.008 to"•:D16.12.iXAt.T td' t• 2'•s' s'•tD• :'•e' d'-t'
P~ ~ ~ DIYO OF SO% 1 PIPE RIINFORO3N0 ODV! m PIPE SPAN WiD1N HEIGHT ERAS • % EARS Y OIYEN µRy . y DIMENSION IN BO% BOl(A COVER dl! PIPE OPENING ~ td' 1T'i" t'd" 1'•6" 0'•B A'-1D' 0.10 1'•0" 1'•6° tl A` 1••10' 0.l0 1S"
H p p E N N0. LENDiM NO LENGTH F 32" a'•a" 2 •a 2.6 2 9.0 B a'•E' 1'•B" NO LENGTH F ° COVER FLOOR 8'tLdt. Mt II3.IdR• Y?' I~ C.9. R.C. YD 10" 2 f'-t° t'•1" tl•11" S'•10` 0.18 1'•3" 1'•A' 0'•N' O.h 18" 2•IS%4'•D" 910E R00.9 3.1X18 tl'•2%t•II.t10N.T tt' 4• 2' 3' r 7D' Y•0' /'•1' B {'•B' 1'•B" S'•S" O.1T8 0.271 0.210 2] 1.OS1 0.016 0.032 0.044 2.13X6'•D' BIDE RODS h -
6C YR f6 3.8 4'•a" 2'•E" 2 a -D E 4 •s" ~'-e" 4 O.D44 24' 2TS° t'•t` f•16' 0'•11' 7•J' 0.27 t'-6" t'•10' 0'•N'' 1'•1' 0.92 2<" {.572 24'•2)11.12.BXk.9 24' 912" 3'•7h" 2'•t' 4'•0' 8.1 ° 4•s" 4'•1" 9'-9 .ne 0.2n 0.200 2T t.7t 0.023 0.038 0 4'•8' e'•0" 3'•e 2 0.910 0.284 3A 1.380 0.033 O.OIB 0.050 30" 24{" 1'41' 7•t" 1'•1' 1'•ta' 0.3D 1'•B" 2'•7' 1'•1" 10'•0' 0.44 30" 2•!4X8'•0" SIDE 8005 B.O18 ~ •2%1•M1~.8 30' 1.0' 4'•/' 1'•AL' S•0' 1'•t74`
2C ~ EY Y1L ¢C B s,ql ~ 8 4'• " S'-0" 3'•e" 0.212 0340 0.284 34 t.632 0.059 0.086 0.030 S°^ g" 4'.9' 4'•t" 1'-0^ t0'•6' 0.44 2'•0" 7-b" 1'•b' 11'•1' O.W 38` 2-Y4XB'•0" 9IOE RODS 70.688 42"•211•lIXXl.A 31' t'•3" S'•b' 2'40T4' C•0' 8'•til` 11 4'•8° 6'-0° 4'•8" 0 0.417 0.915 41 1.824 0.092 O.t2] 0.050 , @' 1'40' ~ S'•3' 2'•11' d•/' 0'•2-
aD° .'•o• a'•e' a'•11^ s .'.a° ,1 o'•e° 6'-0° tt 4'•e" d'•o" 4'•s" 0.7F9 o.4n o.3ts 4t 2.OBt D.i92 D,tTe o.Odo SHEET 1 OF 2 NEET t OF 1 42" 3 Y•9° Y41' 1'-6' 12'•6' D.n 2' e" 2'•tT t'•e" 12'•4 O.f1 SHEET 1 OF 1 " o.teo .DSO e'a' 7'• • ib••/" os6 9'•0" 9'•1' ra" n'•+' t.17 41" 2.14X6'•0" eAac Roos 6.016 a' 1'•0" 2'•2' r•o" 1'•Y , O1>
EET , OF 2 qp" 1'.0" a'•/" 4'•11^ a 4'•a" +3 •'•o^ a'•D" ~ ~ ~ 8A,0 ~ 04 48' 4'•a" 4'•0 6'•6 Z 4'•0" 12 E'•a" a'•e° t7 4'.°" a •D 4'•e" D.9]9 o.u] D Sts 1 z.239 4/• 9 6 31 O t2 8'•9" a'•e" 5'•0` ose4 o.soe o.as2 4s z.T49 o.2ss o.9n o.oss 840.04 310.01
--M. i
STONE BASE v to' of Y-~' ~ DEOTEXIILE ~ o m o z 1,•t } O FRAME AND COYER INISHED E O
lxE1W STONE LINER ONOE CULYTDiT AS H 1'"Q C~ Y~ 6'•10" • B4 ' ELEVATION H} O
REQUIRED TT7 CARRY ~1 N O PRE-ET0511N0 DITCH FLOW y ~0 Q f- ~ ECCENTRIC CONE Q a 4"'~OU ~y O ZO~C~U Y/
r O'fl -i In 1m4Z-I=D B -SLOPE AB INDICATED ON PLANE y, J d H Z D M O ~ _ 1 _ O ~ U g DONS 1-01 N 12` t2" Iy,JaM~ N
CTIO - z0 n"q BELL END OF PIPE / ~ D m TO FACE OF MALL ~ /F ¢ m i"-'~'"- _ o o x i z,~~ Tn Z iF NU~O= G3 ~ ~ 1 I W~ZtL - W ~
>3 =f7f00 6 I-= 2 W ~ ~ Q M Z
zM"or~ N F- O J CD O aC LL H Z f.,'o 'fl I " N f- O J V J O a OON~ OO,r", , I ~LL'"''Q O
.4 ~ cN W W CONC. Z.~ n~ Z e t I ~ z H¢
. • N O = ` PIPI °~1 F ~ D 3 PIPE k4•BAAS o.~ DD , 2 2' F> ~ w° ~H ~ ~ e , , ao U
Z -3 IS.EAN STONE Z l i i i i - i = D NO ~ T P t W O i~ 2 i 9 E STD ~ O
F• I ~ N0. 840,68. m ~ 1 I 0
,z• ~MTrr • ~ I Z
12' MIN. PLAN B 6' ISiUSHED S1ONE BASE FOOTING ~ 12" W V / 5^ , " _g" H
(tj~ 11E0TEXTILE LINER ~ (IF CONST. JOINT ]S USED) 13ED) DOWEL W RI 4" 5" Q .7 7. J N n ~ aTEP STD. No. e4o.6e SECT Nd X-X - t - _ m Q J
,a' tHlac MIN. - 2'-a' CIEAN sTONE D ~ END ELEVATIC Z Z m e r G END ELEVATION BRA- X C7 a _ ~ W
`~voc O Z ~ ~ y m 24" OAADE RINGS IN 8" H30N ~ CC } c ~ ~ m G Q LL !"i W ~ ~ 2 m KEY SECTIONS TO BE USED A9 DIRECTED L,,.i ~ ~ ~ Z L =
SECTION B-B ~ r -TpmH ~ Q ~ 07 DOWELS IN ENI ~ ~ BY THE ENGINEER. Lt`.~.+ 6 E _ ~ J DOWELS IN EYDWALL WITH REINFORCED CONCRETE PIPE ~ ~ Q N m S-- NOTE Z H W
C C m ~ PIPE SINGLE PIP J 9IN6LE PIPE DOUBLE PIPE 3 ~ CO N = M 4. ~
CONSTRUCTION EXIT _ oo N ~ i LOC. DIR, la" 1E" 24" ao" GI" - cE A r m-+ 1 1 1 I i t ~ I I " 24" 30" 9/" 12' 4e" 16" 1B" 24" 90" 98° 42" 48" Q ~ ~ : '.Z' BEE NOTE _ - ' Q M N 0.
N.T,B. m Z z I I i ~ I I BARS "x" "x" "x" "x" "x - v ~ ~ ~ " `x" "x" "x" "X" Y• "X" Y° "X" "X' "X" "X' "X" Y• "X" Y' O W „(O ~ -ti.~ 3.3" 3'•3" FOA 12" BRICK WALL p = _
~ D - f-+--- - --1-1-- G DTY. 2 2 G G a 4 f., N a ~ r Dn. - - 3 3 4 4 S 2 2 3 3 4 4 5 p J d• CL = r~ 2'•11° 2'•11" F R 8" BRICK WALL F N • 2 , z 2 ~mv D Cyd' 2 ' 2 2 2 2 3 ,Q Q d a c D SECTION ON ~ a 3 y,... i,
DTCONSTE 10 07 05 , n~~ G L ppy~• 0 DTY. 2 2 a 9 4 4 3 s 4 a B 2 2 s 3 4 a s G~ 4,'E~ ~ O
ilT p TOTAL L&4. 0 B 14 11 19 i u 1{ to BS 65 tz t2 1e tg 23 n Bx Q G W ~ N ~ C zW FZJ et '~C7 Q.J=
OPTIONAL Cf1NSTAUCTION JOINT p ~ o~ N W m = PRAT SECTION Y-Y GENERAL NOTES: F O I- O ~ $ r~ MORTAR JOINTS I•S' t 1$" THICK. N I ~IMENBIOHB AND CONCRETE OUANTMES W .7 ~ ~ 12 12 CLA6S "8" CONCRETE TO BE USED. _
O ~ ~ M DINE118ION8 AND CONE TLE RIGHT e r 2 _ - - - U92NO CONCAET U92N0 COMCAETE PIPE . F" ~ m . ~ I I I .FORMS-ARE TII BE LBED•.FOR 7HE CONSTRUCTION. _ N._Z_r. M Q ~ H H
TLE LEFT < - ~ ~ ELEVAtI6N~ • - - - - - - - y m N fbIB,ON oTJIENBIONE ' OIWN810Ne 8INOLE ?I DOUBLE PIPE J W (,y OF THE BABE SLAB.
~ f f m~Zo o N B a T B O T 8 L 1D' Y L YD~ O ~ ~ ' ~ IYENSi BECTIONR C E JUMBO BRICK TRII BE PERMITTED. CONCRETE BRICK OA 4" SOLID ~ t'• " " T 2'•2" T•8" 1.0 W ~ Z U) ~ p CONCRETE BLOCK WILL BE USED iN LIEU OF CLAY BA[CK• Z ~ . 9 2l4 81¢ S •B 0. Z Q ~ ~ PIPE ERIC PRECAST MANHOLE GOYPONENTB SHALL MEET REOUIRENENTS OF AA6HT0 Y199. LL1 H
N~ I'-2" 21~" 10" e'•4" t.0 2'•7" B'•11" 1.3 O DIY. I FOR MANHOLE OVER 12 VERTICAL WALL DEPTH, BRICK MASONRY WALL a
I'•0" 9" 10" B'-0" 1.D 9'•5" 11'•5'" 2.0 ~ W 1 YIN THICKNESS SHALL BE 12" FOR WNHOLEB WITH A VERTICAL WALL ~ " ~ " 1 ,g DEPTH LE93 THAN 12 BRICK MASONRY HALL THICKNESS 8HALL BE 6". W
I.7 414 111't" 8'-2" 2.3 4.3 13.6 3.1 ~ B Rf8ER9 ANO OAADE RINDS SHALL ~ A88E11BLED IN SUCH A MANNER AS TO S'•8" 43!" .121"x" 11'•0' 3.4 5'•0" 18'•0" 4.6 H 1 ' 1'.11 CAUSE THE STEPS TO HAVE A BPACINIi OF 18 FROM THE TOP TD THE ~
o ,yo 42" 6'•2' 3'-1" 8'•a' SIG" 111¢" '•4" S 11 " 2'•8" 4.5 ' " 18'•8" m •8 BOTTOY.OF-THE MAWtOLE._ 4' 3 34 Yl 1 6 -10 8,0
4E" e'•s" 3'•5" Y-2" S~" 1t WHERE THE MANHOLE IS EXPOSED TO RQAD TRAFFIC, THE TOP ''-2" S~" 11 "14'•a" 8.0 6' B" 21' 0" 8.0 S'. '
EET 3 OF 3 •BET: BHEEi 3 SHEET 1 OF 3 { .2 4'•0" OF THE WYOIOLE I8 tti BE HUSH WITH THE BADUND, AT OTNEA LOCATION6 IT SHOULD BE A YINIIIIIY OF B" ABOVE THE GROUND. 1 OF 1 ALTERNATE CONE SECTION IF REINFORCED CONCRETE PIPE I8 BET IN BASE BLAB OF BOX, SHEET 1 OF 1
838,01 838'01 ADD TO BASE as SHOWN IN STD. No, 840.00, 840.53" $40.53
0 ~o, ~ . _ _ . _
h v z
v ~ m ' m " , „ OENEAAI NDTE9: HN ~,yN N'p 1 9 1 •9 CLASS "B" CONCRETE TO BE USED THROUOLIOUT SEAL INtntllt>~
o. v ~ NOTE: ALL iRAFFlC FLOW ARROWS 1, B ^ , Q ~ -1 2" WEEP NOIFB i " I POUR 2" KEYWAY OR Q Q 141N Q f,, Y-•-, 3" 3 OPTIONAL CONSTRUCTION •~YDNDLITH C ~ ~~Q~ /M1
b TO BE SOLID YELLOW REFLECTIVE gF" NCO O I e4 BAA DOWELS AT T2" CENTER, AB DIRECTED BY ENOINEFA, ~ ~ U i V O t-1 1 g
AINT PER 4 ~I o I TRAFFlC P a INS ABOVE. o ~ ~ rs •D^ BARB a^r--rPµ "A° --I i" ^ " vARUBLE DIMENSO Z I E Lt J F4 O ~ ~ I . TWO 2" PIPE WEEP HOLES To BE PLACED A8 OIRlCTlD 8Y THE lNOINlEA LL .J 0. M4 Z • F~~o , 0'•0 00 SZ z-1~ I i I m I TO BE ED FOA THE CONSTRUCTION OF THE BOTTOM BIAS. OONI
qq N t•i ~ n ~ X . . FORMS AAE US W ~ LL = W 4 LL = PLO m X IF RE1Nt-0RCED CONCRETE PIPE I9 BET IN BASE BLAB DF 80X, F„ O
ip m ~ ~ ~ ~ e^ CTS. - ~1 _I ra BARB r A NAL BOX LEFT SEASONAL- BOX RIGHT SE SO fA 0 i i t l ' CTS. ~ U O <9 ~ ~ ~ - 4 ' ~ ' ADD TO BASE AS SHOWN ON STANDARD 840.00. Q w e I A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF N0. TSY BTd1E 1- =F z W 9
Zp=j~~'n o 1 ~ ~ I~ N ~ ty r _ ' _ L BE PLACED AT EACH Lt. J . _ - _ _ _ _ ~ u' I.4 J p 'n ~ M - -T - CONTAINED IN A BAG OF POROUS FABRIC 9HAL ~ O M - - - - - - O N 2 I WEEP HOLE. O N ~ ~'.LQ.
"B" TAIL ~ _ ~ E i~UTTER LINE DE ING TRIP TLE S ~ITflR LINE t l O "1D - I r I . n Z T~ V t 2' 0` Z • >D.1 ALL DROP INLETS OYEA 3'•B IN DEPTH TO BE PROVIDED W1TH f„ N /,4 a
DD ~ ~ I II'' LE D N.T.S. ' _ a ar R•u+ t I HH •<N STEPS 1'•2 DN CENTERS. STEPS SMALL BE IN ACCORDANCE WITH a NK, BRP'~ tl~ _ _ _ _ _ - ~ w O N O o~ sro. Baa. ee. w o /NIN1it1N44~ 4 ~ Z t I O
fno ~ ~~ii-------- ' - DTTLESTR 12/17/04 = - h, - - 10.3/B "DIR. YR;LOEDBTUD 1
- 2'.0^ Z Yom---~ ANCHOR88" LONE (4" 44" , - . ~ - ANCHORS PIGGYBACK • e") PLAN
O =~-tip - - to L_ ~ PLAN KEY PLAN
PS PERMANENT SEEDING 6.11 PLAN n N WITH ORATE d FRAME REMOVED SHOWING POSITION OF BOLTS ~ Q m
NC E&S STANDARD 70 " PAY LIYI78 OF GTCH BABIlI S' Si m 3" S" 3„ ~
Rl m E>:v Oz pF`
Table 6.l lv s~^ E~ANSITXI TO zo' 2' INCRIDISNTtaI - O _ ~ LI. ,YlNTB) 8~'O,~ NT 1L Q O r ~ 8 OgATE0.18 FRAME f W CONST. U1" E%PAHSION JDI ~ Z H I I - - - ~
Seedln No. 7CP for: Seeding Mixture m ~ INLET oPE,aNG VANIABLE c g T r e'•o" r-?A "c" BARS ~B or E PRFCc Grass•iined Channels; Speclee Rete (Iblacre) ~ c H 2f E TF FCU C7 N - •-p O Z W
- - m ? ~ W A~ ~ _ _ T u /-e4 BAR ~ i.e a
•r+?r+.r+~r+~r+.r+er+-r+•r.air+.r+.r+ Coastal Plain, Lower Common t3ermudagrass 40.80 (1.2Ib11,ooo tt`) N Z = ~ " ~ Q, N ~ m y S A 8" S S" +1b" DIA, % B" L0, NEEDED a a d
Piedmont, and Dry Soils In ~ ~12.i _ _ _ - - - - - ' - - - - ' d ~ ~ PIOOYBACK BTUQ ANCNORS a 0. ~ ° ~ ~ -I O - - - G~ =RIzD x x ~O
the Central Piedmont - Seedln dates = "i T ~ - ~ rss ~ l~ s g m~ „ i .dt.n BorE Dr E 4" c`' JI' = a ~ v I I ~ ~ M
Coastal Plain: Apr. • July c p c ~ ?s "E" ~ - ~ AS "E" SAAB LlN8TT1•(iNLE7 OPENIN0) (SPAN A) ~ 4" C W~D o I I acv a o w ~ o ~ ac SCALE
. MB40.B6 Piedmont; Apr. 15 • June 30 ~ .•I c = ~ , , PEIBRBS BLE p0 0 1 ~W . ~-•Sr•-ROUND TO INTCN CUA9 Z W ~ ; O v Q F ~
Q " i , Mt ` ~ @ 12 CTB. ~ •c" B 2 GL, „ ~ a F. ~ ~ '0 _ DOWEL w W .
, J 5011 amendments ~ ~ ' ~a T. ra GL'-tr ~ ~ J L ~J N H e DOWlL m ~ N " = a m Z Z ~E N0~ SECTION X-X ~ V r
Apply lime and fertilizer according io soil tests, or apply 3,000 Ib/acre m ' e N"B~ y Z r _~.0. _ W z 10 0 b0 SO 140 ~ N PEp1I88IBlE CONST. ?=1`0 OIMEN9ION8 AND OUANTITIEB FOR DROP INLET -J ~
round a ricultural limestone and 500 Iblacre 10.10-10 tQrtilizer. ~ ~ sase auB a. 9 9 n A ~ .N.. ~ 'N" n . "F" BARS C7 W i O ODIEIK;IONS OF 80% b PIPE IN ~ DEOUCTIONPEfOA W V
r~ ELEVATION _ I o ~ ~ PERMISSIBLE CDNS'T. W ~ PIPE SPAN FRDTN HEIGHT _ 0 E _ ~ !1I C. JT. N2 W D A B N FLODA b NALt ! CU. YD9. G.N. R,C.
Mulch $ A ~ - ~ , Use jute, excelsior matting, or other effective channel lining material to S • COPING FT. H MIN. H ~ ~ ~''ET
wver the bottom of channels and ditches. The lining should extend above ' _ _ _ I ' 12" 8'-0" ] •0 •0 0.9l2 o.4Y2 0.01b 0.02 DIYEMbIOHS FOR CHANNEl3 ~ CHANNELS 1 1IIOh ~ ~ ~ 1S s •0 ooze G.oza O.D38
Iculated de hot slow. On channel side sl es above this EA ^E^ BenB ~ . the highest ca pt op ~ ' l• PERMISSIBLE ~ 1B" 9.5' 1.041 .093 0.048 N0. SITE LENGTH TOTAL L.F.
height, and in drainages not requiring temporary linings, apply 4,000 H " 3 ~ CONST. JT.r1 Z 24 4'~D •1 1 0,069 o.08b 2 9 %4.iN 4 •o" 8'•0 SEE NOTE k9 ~ 90 3 -0' 2'•0 4.3" 0.262 0.422 1,207 0.092 0,127 2 3 %4,1Y 2 -B" b'•0'
Iblacre grain straw and anchor straw by stapling netting over the top. Z E TION B - 8 SC SEE NOTE AO v SHEET 1 OF 1 B ' 8 EET 1 OF 1 BHEET 1 OF 2 540.14 840.14
Mulch and anchoring materials muss not be allowed to wash down slopes EET 1 OF z SECTION A-A 840.06
where the can cl draina a devices. 840.06 Y ~ g MANHOLE FRAME
Maintenance
B A minimum 013 weeks is required for establishment. Inspect and repair 10" MIN, c RRAME AMD COYER STD. N0. B~O,S~ OA EQUAL
mulch hequently. Retertilize the following Apr. whh 50 Iblacre ntrogen. TYPICAL X 16 #4 BARS G ~ TEANATE AND COVER HALL aE GENERAL NOTES: TYP.CONC.THRUST „ AS SHOWN < ~ D 2O LOA I PRECAST MANHOLE COMPONENTS SHALL MEEt AEWIREMENT9 Of AASHTO Y199. QQ a
~ MARKING Refer to Appendix 8.02for botanical names. N ~ r COLLAR MIN. 2 RI9EA9 AND GARDE RINGS SHALL BE ASSEMBLED TO CAU9E THE STEPS TO NAVE Z ~ (j INTO DISTURBED 00~ TOP TO THE 80TTOY GF THE MANHOLE. ~''OV' W ~ A SPACING OF 18" FROM THE LL J Fy
.9 P 'A MAT ON 3 SIDES TYP, MJ BEND w! rOT-IN,! WHERE THE MANHOLE IS TO BE EKPOSED TO ROADMAY TRAFFIC, THE TOP OF THE MANNOIE OO~ZZ
~ ~ ~ • RGLANDS ~Z~ D , R SER RING IS TO BE FLUSH WITH THE OADUND~ AND AT OTHER LO0.CTIONS THE TOP SNOULO BE A o:Z ~ RESTRAINE OO~n-i ~ ANDIOR bRiCK MINIMUM OF S" ABOVE THE GROUND. ~V CZ m ~ n 1 2121106 JLK MISC. REVISIONS
,.,4;':a ,'•:e =~1~D REINFORCED CONCRETE FOOTING IS REQUIRED HHEN THE MANHOLE IS OVER 12' Q ~ W =N00 ^ OA ON A POOR SOIL BASE. THE FOOTING AND BASE SECTION MAY BE PRECAST. ZOJ No. DATE BY Description
C •.,A . TS TEMPORARY SEEDING 6.10 S Q- 6" MIN. • • . ~ : O W n O N
NC E&S STANDARD .~;a'~;~;:~:~'~:''~' THRUST .~;.1,.~.~..,` :;ti n ~ z W or REVISIONS 6"MIN. TRENCH BOTTOM OONCENTAIC A ECCENTRIC ff SEE NOTE
'•~;b~, BLOCK TYP, '•;.•~j.,,•',:~, ::1 ' ~ ~ ~ -I E ION Y BE V&ED m d ~ m p ~ ~'-G" N ~ c JLK
Table 6.10c UNDISTURBED Z ouN L N DRAWN 8Y '•'''•'•'':;i: SOIL (T1'P.)
MANHOLE COVER A ,'~,~p• Temporary Seeding Seeding mixture X A NOTES: ~ 1° APPROVED BY
Recommendations for Fall Speclea Rato {Iblacre} 1. FOR VERT. BEND DOWN IN ECCESS OF 1114" e
Rye (grain) 120 PLAN BENDS X „ PLAN T 518 X 1 SOLID PVC PLAN TEES ANCHORAGE SHALL BE RECOMMENDED BY • r - - • ~ CHECKED BY
o INSERT RING N.T.S. N.T.S. v Seeding dates ENGINEER, N.T.s. ~ f ~ r 25 2005
Y NOTE: MANHOLEFRAME& ~ 4'•0" DATE Octobe , , 2. FOR VERT. BEND UPWARD, BLOCKING TO m X S,•Gn X c W BE SIMILAR TO THAT FOR HORZ. BEND N Z ~ ~ J
Mountains-Aug. 15 -Dec, 15 COVER TO BE MODEL 700•KL•PVC 18"MIN -10"DIA. 8 LESS a Coastal Plain and Piedmont--Aug. 15 • Dec. 30 F .CORP. 24"MIN -12"DIA. ~ GREATER D o ~ O
BY U.S. FOUNDRY & M 0 3. GLANDS & BOLTS SHALL BE PROTECTED H ,0 M ~ g T' D„ Z W = TITLE FROM CONC, WHEN POURING THRUST BLOCKS ~ ~ 07 > ra _
a 26112" OR ENGR. APPROVED EQUAL 45° Soil amendments ~ B m= - 3W
Follow soil tests or a 12 000 Iblacre round a ricultural limeston 25" ~ pp y g g e and P T ONC. ~ - a ~ 4. ALL THRUST BLOCK & SU POR C C7 ~ • LL BE CLASS 8. ~ ~ ~ ~ ~ ~ ~ SHA STD. STEP B4D.bB ' ' z ~ ~ ~
~ 1,000 Iblacre 10-10.10 fertilizer. ' ~ ~ ~ p o isc. a ai s
°0 23112" B cv 4 'A,? SECTION VERT. BEND m D ; • a o~
Mulch .s. po Y Y QN ~ Z G BENCH 2" PER FT. S OP ~ Q
~ A 14 000 Iblacre straw. Anchor straw b tackin with as halt nettin PPY Y g p ~ g~ SECTION X-X or a mulch anchoring tool. A disk with blades set nearly straight can be ~ y TOWARD CENTER ON , Y ~ I I rn THRUST BLOCK DETAILS y TOP OF BENCH "R 3 ~ V ~
used as a mulch anchorin tool. BENDS & TE E S ~ ~ . ~ = W Q PIPE 90' BEND 4B' BEND 22112' BEND 11 114' BEND TEE PLUG Jm W ~ e . ~ • • ~ TA
A g ri 7 112" N.T.S. PIPE 90' BEND 18~~ SIZE q g Z -1 Z s.° r_ I ~ . . n y I W d..F~l SIZE A B A A A B A C D = m p ~,e. ~l ~ ':'<< J
5 Maintenance ^ o MIN. 4 8" 1; n n n n n n n n n n Q I • Z 4" 8" 12 B 8 6" 6 6 6 8 9 10 6 's F E HEIGHT Fn ~ ~'i ' i z ~ PROJECT N0. $OZ639OO
a Repair and refertilize damaged areas immediately, Topdress wish 50 6" 10" 1 n n u n n n n n n u In $ 70P OF BASE SUB ° ~ ~ H 6" 10" 12 8 10" 8 8 8 8 10 10 12 18 a ~ ° c
Iblacre of nitrogen in March. if tt is necessary to extend temporary cover a be and June 15, overseed with 50 Iblacre Kobe Piedmont and Coastal ::'~::a e^ 15" 1
~ Y = Plain or Korean Mountains) lespedeza in lace Februa or earl March. 114" . D O. " 15" 13" 10" 10" 8" 8" B" 8" 10" 12" 12" 24" IN CoI1CRETE BEFORE INI ~ T•0" SET HA8 BEEN REACHED , ,
} t ry Y 22 10" 20" 1 10" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30" ~ _ _ ~REINFOACED CONCRETE FORTING ,
~ 12" 20" 1 0 33114" 12" 20" 16" 12° 14" 8° 12" 8° 12" 14" 16" 16" 3D" (SEE STD. OVIS. 152b.01 FOR FOOTING REINFORCEMENT)
a 14" U ^ CTION Y-Y 14 SE SHEET 1 OF 1 " " " " n " ET , of , SECTION X-X
~ VER 16" 26" 2i o TANDARD MANHOLE FRAME & CO 16 26" 20 16 16 11 13 11" 13" 18 20 20 36" 1525.06 1525.06
m PLAN & ELEV. PLUGS " FI A ED 20 20"
N _ _ _ SHEET N0.
~ NOT TO SCALE
a

1 2 3 I 4 5 6
, t
S MIN. I
(TYP.)" " AME 2 X WOOD FRAME ATHER EXCESS
~ M U MULCHING 6.14 RAE AT CORNERS S C WIRE SCREEN
MIN.
NC E&S STANDARD o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o CONCRETE BLOCKS N CONCRETE BLOCKS WIRE SCREEN o0000000000000000000o°oooDOOODOOO ° oo ~~o~o~o~~~ o~~~o o Do 0 o FILTERED
Table G,14 M~>c a a o Z RUNOFF ? °oo DODO ~ ooo 0000 WATER Dewberry & Davis, InC.
Mulchi M - ng aterials and Appllcatlon Rates , oooo' : ti , • 0000 00 00 651 PINEY FOREST ROAD
, DROP INLET o°o° ~ o°o° DANVILLE, VA 24540 0 0 , ~ o o , oDO° oooo \~r\~j ~ ~ PHONE: [phone]
3 MIN. y~TH GRATE oooo , 110 0 / - - - - 1 0 0 / / FAX: [phone] °o°o ' ~ r -1 !°o°o ~ INLET
Material Rate Per Acre ~ualit Notes 2 x 2 STAKE Y II II II II °o°o ~ • f°o°o °D°o ( I °o°o AGGREGATE ~
~ ~ OrganicMulches °o°o °o°o , oo°o , I I °o°o
F Straw 1-2 tons Dry, unchopped, un- ~ Should come from wheat or o ts~ oooo . ~ oooo 00 I I o0
a, weathered; avoid weeds. .spread by hand or machine must 0°OOI o°°° D°o° I I SECTION
be tacked down. oDO°I DDOD o°o° L - - - J oo°o
Wood chi s 5-6-tons 0°0° 0°0° PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF
p Alr dry Treat with 12 Ibs nitr ennon. A I 09 : pp Y FABRIC oooo • • , ' ; , oooo INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTIING• oooo . , ~ oooo
wkh mulch blower, chi handler, or P o°o° • o°o° 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH S-INCH OR t2" BLOCKS.
by hand. Not f or use in fine turf, / SILT FENCE INLET r °o°o o° o o~oe'o ono` o~ o~'o~0 0 0°0° " ' ooooooo ooooooo 000000000000000000 MIN. HEIGHT OF BARRIER 12 AND MAX. HEIGHT OF 24 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Wood fibs r 0.5-1 tons Also referred to as wood cellulose. PROTECTION 000 00000000 0000°0000000000
. \\i May be hydrosaeded. Do not use I P6 ~ / , . N.T.S. 3• PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
In hot, dry weather. FABRIC EXTENDS 1' MIN. / / GRATED INLET AGGREGATE
Bark 35 cubic yards Alr dry, shredded or Ap I wkh mulch blovrer, chi PY p 4. 11iE AGGREGATE SHALL BE ANY NON-ERODIBLE MATERIAL SUCH AS LOOSE ROCK,
hammer-milled, or chips, handler by hand. Do not use BROKEN CONCRETE 11~AT WILL SLOW THE FLOW OF 1HE WATER AND ALLOW IT TO
as hak tack. P PLAN FILTER THROUGH AND OVER T}lE MATERIAL BEFORE ENTERING THE INLET.
Corn stalks 4-6 tons .Cut or shredded m Apply with mulch blower or b A
Y 4.6 in. lengths, hand. Not for use in fine turf, NOTE: OUTLET SHOWN ENLARGED EXCAVATION
SefIC86 FOR CLARITY. 1-3 tons Green ar dry; should. ~ IP1
IBS e(~@Za EARTH EMBANKMENT ~O p contain mature seed, ~ N.T.S.
sees-bearing DTBLINSF 12/17/04
OUTLET ONTO STABIUZED \ ~ Stems AREA ~ ~ r/
~ I
Nets and Mat ~ / is / ~
Jute net Cover area Heavy, uniform; woven of Withstands waterflow. Best w ~ . hen \ ti \
9 single jute yarn. used with or anK; mulch. /
r / / Fiberglass Cover area Withstands waterflow. \ ~ Best when
E net . / used wkh orgarnc mulch. A Practice Standards and S eci cations ' p
/ Excelsior Cover area EMERGENCY SPILLWAY Wdhstands waterflow. NC E&S STANDARD
w00d Ib AT ELEV. 25.0, 40' WIDE ( f er) PLAN Pipe Outlet to Flat Area-- _ O
mat B . I. , j r ~ r • r - ~ ~ . Noble I defined Channel O .6.50
Fiberglass 0.5.1 tons Continuous fibers of-drawn 1 wkh a coin ELEV. 2e.oo ANn-VORTEX DEVICE w/ TRASH RACK OUTLET
App y pressed air roving lass bound t ether Yuith e'BCto PROTECTION i- N
9 a9 ~ r. Tack with emulsified _ _ _ anon-toxic.agent. as halt at a rateof25.35 3 MIN - - Z OP DeflC11tI011 An excavated area m the a roach to a storm dram dro inlet or curb inlet. ~ PA P 3d - ' NC E&S STANDARD
p galrl o0o s ft, O - a ~ ~ ~ ~ w ' - ~ ~
4 ~ 36 RISER / ~ RISER TOP ~ 27.50 v/
Z \ Chemical Stabllilzers ouTLEr PROTECnoN 0 ' ~ W PUr OS2 To sedcmen[at the h o the smrm dratna s stems; This racnce d ~P , _ aPP~ , , _ Be _ Y P 0 ~
123 LF OF 18" PIPE • 0.5% 2-8.8 HOLES •21.77 ~ .i .allows use_of permanent storrnwater conveyance at an early stage of scte ~
Aquatain follow Notbeneficialto Pant ro ~-FLOW p g wth. development. ,
Aerospray manufacturers ;~:'~:;h:~~ 3 MIN. ~ ~ I'- 0
AK spectflcatlons ..,1,.,, Z
/ //\/INV. OUT 20.0 Petroset SB INV. 19.38 COnditl nS WheCe Where storm Brant dro :inlets aro to be made. o tional before anent Plan _ I- Y _ . P _ P~ , P~ v
Terra Tack ~ 2' ~ ~ ~ /i BOTTOM POND 19.0' ~ ilizaaon f the disturbed' nst a area, This m thod of inlet tecuon ~s _ ~ ~ :stab a dr~_ g e ~ o Practl e A Iles , ,
Crust 50,0 ~ ~ AI~~IR~OTATION BLOCK 4.5'x4.5'x2' DEEP PP Q a hcable where relaavel beau flows are ex ted and overflow-ca abd~ ~ , La _ ~ w >yP . Y Y. P~ P . ~Y , .
Genaqua 743 ANTI-SEEP COLLAR 4.5' x 4.5' Q isneeded(Figwe6.50a).~requentmamtenanceisrequvedandtemporaryflood•
M-145 SECTION A-A ing in the excavated area well occur. This practice can be used in combination , J
T GENERAL NOTE: Refer to Practice No. 6.30, Grass Lined Channels.. T. PIPE MATERIAL - PVC, HDPE OR OTHER PLASTIC MATERIAL. r - li=l I Q th other temporary Inlet Qrotect>on devcces such asPracpce 6.51, FabricD op I ~k ~ an
2. ALL PIPE CONNECTION SHALL BE WATERTIGHT, - d l!i fnletProtectconand Practice 6,52Block and Gravel Inlet Protecteon. = Ilfl~jy - J ~ „~,-=lil
2 3. FlLL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS, A MINIMUM OF 2 FEET OF COMPACTED BACKFlLL
Use of trade names doesnot im I endorsemerifof roduct, SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUC110N TRAFFlC. p Y p 4. PONDING OF SEDIMENT LADEN RUNOFF IN SEDIMENT BASIN ACCOMPLISHED BY EMBANKMENT OR EXCAVA110N DEPENDING ON 'a Filter , Section. AA
TERRAIN. 5. SIDE SLOPES SHALL BE 3:1 OR FLATTER. Notes: _ .blan et ,
D 1.L a is the length of the riprap
~ Excavated area (as re uired q ) a ron, p
v PI a OutlettoWell-defined p ,
SB N.T.S. Z = 2. d =1,5 times he maximum Channel
Sideslope;2:1 - stone diamefer.but not less - ,
A -1 'th n a 6 ~ ~ • ~ ' ' ~ • • Accumulated
2.5 MIN. 1 i ent - II sed m
NOTE: OUTLET SHOWN ENLARGED EXCAVATION :~'O COMPACTED SOIL ~I FDR CLARITY. - ~ ~ _ _ 3, In a:well-defined channel ex- I I,..,~,~ I!~ a le I~+~ II :..weep ho s ~ ~ tend the a ronu h
24 MIN, ~ EARTH EMBANKMENT F~ . ,p p t e channel , 4 „ Excavated de th, I -for - . u~, .Gravel-su orted'b p _ ~ . Pp y < , ~ ;banks to an elevation of ,6
r 2'-0" _ OUTLET ONTO STABIUZED \ ~ ax;2~ t., d III. r w l allow A- A min 1 -m L I dewaterrng had are c 0th to ;above the maximum,tallwater
EX ELSIOR MAT AREA below to of inlet ° = I drains a and.restrict p _lll g - _ de thortotheto ;ofthebank
_p p, . , r b sediment,movement. I ( whichever is less.

6 TYPICAL / . 4, A filter blanket or#Ilter fabric
= ~ should: be installed. between
NOTE: DIVERSIONS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION ~ / SEAL ~„nwuugq Plan the nprap and soil foundation. c
N NOTE: Q~•,eeee+~o~
A ~ TEMPORARY DIVERSION 6.20 PLUG WEEP HOLES WATERTIGHT-UPON F o • "
EMERGENCY SPILLWAY AT ELEV. 25.0, 40' WIDE REMOVAL OF MEASURE . n
. PLAN a ~ ~ ~ 483
8' Flow 'i. ~ Flow o Z zt a6;
DD ELEV. 26.00 ANTI-VORTEX DEVICE w/ TRASH RACK SCALE N.T.S. ~t,, r / La • .:b • / e ,
~ ~ li ~
3' MIN - ~
36 RISER ~ /\\r~\
C \ RISER TOP 27.50 / \ ~ ~ ~ ~ ~ ~ .,a;~s I L d _ KEY PLAN ~ '
WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, OUTLET PROTEC110N - , , / I I I _ - Section AA
~ AS DICT k ~ MAX, 8" MESH SPACING) 123 LF OF T8" PIPE ~ O.b% T 6 HOLE •21.00 T ATFp 8Y C C • ~ , I I ~ _ 1! ~ NII~ / J i• ~
lOCgl RE f- FLOW QUIREM@y I ~ 3 MIN. ~ , , / \ Filter
/\~i, ~ , --,,,,a . \ Flow blanket
;,f , INV, 19.38 / / ~ INV. OUT 20.0 / a WGC . ~ FI ure 6.41c Ri ra outlet rotection modified from V S
{ y - / / , I ~ _ i / BOTTOM POND 19.0 FIOW / g P p P ( 1
/1 54' MIN. FENCE POSTS, I i\~// /
A I ` I TO AF~TIFL'dTATION BLOCK 4.5'x4,5'x2' DEEP f DR YEN MIN. 12 N GROUND. ' Figure 6.50a Excavated drop inlet protection.
ANTI-SEEP COLLAR 4,5' x 4,5' SECTION A-A
GFNFR~I NATF• SCALE
1. PIPE MATERIAL - PVC, HDPE OR OTHER PLASTIC MATERIAL
2. ALL PIPE CONNECTION SHALL BE WATERTIGHT. 3. FlLL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS, A MINIMUM OF 2 FEET OF COMPACTED BACKFIU_
SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION TRAFFlC. eo o ~o eo Aso
COMPACTED BACKFlLL GEOTEXTILE 4. SIDE SLOPES SHALL BE 3:1 OR FLATTER.
OVER PARE FENCE
N.T.S. ( 1N FEBT )
III 1 inoh m 80 !t,
III III
III ~
III I GRAD - 1I I W III fl~115~ I II II
~ J I I A I
I C I I I ''r TTY EXCAVATION I A I I NOTE: OUTLET SHOWN ENLARGED 8'
III III FOR CLARITY. EMBANKMENT STABILIZED _ TOP OF DAM 23.5'
~ I J OW - III EARTH EMBANKMENT B ~ I - I , I _ WITH VEGETATION
~J III T T / ~,r I I OUTU: ON 0 STABILIZED ~ 8 MATTING EMERGENCY SPILLWAY = 22.7 - - - - LENGTH=100'
III AREA l I J g• SELECTED FILL ~ w13:1 SIDE SLOPES
y PLACED IN LAYERS MAINTAIN OUTLET
//v AND COMPACTED OP PROTECTION
\ y; NORMAL POOL 20.0 4" SCH-00 PVC PIPE 1 2121106 JLK MISC. REVISIONS
\ ~ WOVEN WIRE FENCE (MIN, 14 1/2 GAUGE, y \ MAIL 8 MESH SPACING) WITH GEOTEXTILE COYER n- EX. GROUND TOP OF DAM 23.5'
\ No, DATE BY Description BOTTOM OF 90° BEND TURNED DOWN -
p - POND =15.0 - - 50' ^ REVISIONS - _ ' ~ 3
POSTS: STEEL EITHER T OR U TYPE. A \\j j- _ - - - - - - -
4- EMERGENCY SPILLWAY FENCE: WOVEN WIRE, 1 1/2 GA. 8 MAX. MESH OPENING AT ELEV. 22.1 - - - - - ~ - JLK - - - - ~ T~ i ii - - DRAWN BY
b FABRIC: 1. AMOCO 1198 PLAN ,1 B' I ( - i-
a 2. BELTECH 810 I `i ~ ~ - ~ ~ EMERGENCY WEIR APPROVED BY
" COMPACTED 3. MIRAFl 130X ELEV. 23.50 ANTI-VORTEX DEVICE w/ TRASH RACK o FT~VISH GRADE BACKFlLL 4. LING GTF 190 - ~ ELEVATION = 22.T PRIMARY WEIR ~ { I ~ LENGTH = 50' ELEVATION = 21.7' CHECKED BY
v 5. SI A15 SC _ LENGTH - 3
FLOW 3' MIN - - - - - TOP OF RISER = 21.5 4"ORIFICE DATE October, 25, 2005
a ELEVATION = 20'
~ 36' RISER o, m j I / (NORMAL POOL) TITLE
\ \ EXTEND WIRE FENCE A OUTLET PROTECTION ~ ~ UNDISTURBED ~ ~ i / ~ F 2-7,5 HOLES •20.0 •i
N ~N., ~ MIN. 0 2 INTO TRENCH 2-18' BARRELS 1 o GROU D ~ ~ /\N a 30 LF 0 0.5% SLOPE Fl'OW
° 8' X 8' ~ CLEANOUT PREVIOUS Y EDIMENT BASIN ~2
V 18.86 / 3 MIN. ~ TRENCH / ~ EMBEDDED GEOIEXTILE FABRIC I;' ros~on NTS
~ MIN, 6' INTO CROUNO °i'''' \ W/ 6' LAID ALONG BOTTOM ` / INV. OUT 20.0
' OF TRENCH A-A-SECTION . , ' / / a 2 ~ BOTTOM POND 15.0 e amen
v \ A l/~ on ro a a~ s
At~1~FCdTA110N BLOCK 3'x3'x2' DEEP ~ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
~ 2. GEOTEXIILE TO BE FASTENED SECURELY TO WOVEN HARE FENCE WITH TIES SPACED EVERY ANTI-SEEP COLLAR 4,5' x 4.5' i
g 24' AT TOP AND MID SECTION. _SECTION A-A ~ 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED GENERAL N01E: PROJECT N0. 8Q2639QQ
i BY SIX INCHES AND FOLDED. 1. PIPE MATERIAL -CORRUGATED METAL PIPE, PVC, HDPE OR OTHER PLASTIC MATERIAL
4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL 2. ALL PIPE CONNECTION SHALL BE WATERTIGHT.
~ SHALL BE REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE, 3. FlLL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS, A MINIMUM OF 2 FEET OF COMPACTED BACKFlLL o SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION TRAFFlC,
0 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE 4. PONDING OF SmIMENT (ADEN RUNOFF IN SEDIMENT BASIN ACCOMPLISHED BY EMBANKMENT OR EXCAVATION DEPENDING ON ~ TERRAIN. ON
~ 5. SIDE SLOPES SHALL BE 3:1 OR FLATTER.
SF
SEDIMENTATIONISILT FENCE WITH WIRE SUPPORT N
O ~ N.T.S. SB i SHEET NO. OF
N.T.S. a

6 5 4
3 2 1
i ROOT BALL
-UNDISTURBED AREA PLANTING NOTES PLANT SCHEDULE GUY WIRE
1 1qa STAKE >
CENTRAL CCff''CC GpC~1~,~A~p~~ PREVAILING WIND
' n sC0 a \ 9. ~ ~d .~E 1, All roquirod planting, seeding, and/a sodding shall be performed ~ oxadance with the Stondadited lad p x iil~i~ tlLIl70L1L~Y
fBcatlone fa the State of North Carolina' arod and approved by North Carolna Nurserymen a Association, Inc,, 1 \ ~ `u'.>~,';•;;~'~~ CENTER Dewberry & Davis, Inc. 2-2 1 /2" CAL. B&B ~ OF TREE 551 PINEY FOREST ROAD
~ ProP i ~ ~ ~ AR 12 ACER RUBRUM 2 2 1/2" the North Carolina Chapter of the American Society of Landscape Architects, and the North Carolina Society of " ~ ~ RED MAPLE PLANTING DANVILLE, VA 245407
landscape Designers ~ ~ \ ~ PIT PHONE: [phone] ~ FAX' 434,797.4341
d rodM standards of th latest s~Uon of'Amarkk;an Standard for . • 2 All loot materid ahaN I wffh an g g P ~nP y ~g WINGS AND SUMMARIZED ON THE 0 ~ ~ ON THE LANDSCAPE DRA
Nureer Stock'. Pro~de stodk true to botanical name " NOTE: PLANT COUNTS GIVEN ON THE LAS Y \ PLAN
\ PLANT SCHEDULE ARE FOR THE CONVENT 3, All plant material shag meet or ecceed the apeclf~atlons of Federd, State and County Iowa roquiring hepectlon for THE CONVENIENCE OF APPROPRIATE REVIEW AGENCIES AND NTs
plant disease and Insect control. ( \ ~ S CONTRACTOR/SUBCONTRACTOR ONLY. AL )R ONLY. ALL PLANTING INDICATED ON EITHER THE PLANT 2"X2"X8' HARDWOOD STAKE
F I are (ven fa the controctas convenience. The cantrocta ahdi install dl plarkt " SCHEDULE LANDSCAPE PLAN SHALL 4. Quantities shown ~ the plant bt g \ ~r ~ PLAN SHALL BE REQUIRED, ANY DISCREPANCIES SHOULD BE DRIVEN 3'-0" BELOW GRADE 2 STAKES PER TREE BRANCH HEIGHT
material shown a noted on the plane, I \ Ss. \ BROUGHT TO THE ATTENTION OF THE API I OF THE APPROPRIATE PARTY FOR CLARIFICATION. \ SPACED OPPOSITE. (A.A,N, STANDARD)
ndec a Architect and Owner { + r P'~qy 5. No changes to plant schedule unless Bret approved by the la ap % Ss BARK MULCH, 2' MIN,
\ ~9p , DEPTH, DO NOT PLACE RUBBER HOSE SECURED MULCH WITHIN 2" OF W 0, 12 GA. PLIABLE
kfATERIAI ~ Q~ TRUNK. G LVANIZED N1RE,
~ ~ \ S O • " \ 8, Prodde plants typical of their species or variety, with normally developed brooches and vigaous root systems N 2-3" HIGH SAUCER APPROVED TREE WRAPPING
defects di urin kn aunecald 6k rise, irosl sacks, \ - - • . ~ " I d areas ante free from ots, ~ I 1 _ Provide only sound, hea thy, g pl ~9 9 " + b PLANTING SOIL PLACE IN 12" ~ FlNISHED
abraelana of the ba ant diseases, insect e, borero, and dl fauns of Inlastatlan, \ ~ ~ B ••g ~13'E N4 ~ e99 ~ + I ~ ~~~5 ~ X55' i ~ S LAYERS, UGHTIY TAMP GRADE AND WA1ER EACH LAYER.
" ~Nf S ~3B'36' A2'~Zi 58,84 ~S'$3. 7. AI landscaped arose aro to be seeded anise, otherwise noted on plan, Submit seed mixturo and sewing rata ~ ~ ~ E ~ ~ - 1e, f II .;:i;: '1,~
1 appropriate to alts and soli conditions to landscape Architect for approral prig to commencing work. x 7 ,i 53.2 • - - ~ , ~ REMOVE ALL WIRE, : TWINE, AND BUR- t'o~~. I
" INSTAlLl110N \ - - - ' LAP FROM UPPER ~
I * ~ S ZONE. i ` ~ ~ °!~r , 1/2 OF ROOT BALL ~ PANT pI BALLS OF S \ I L
B. Coll Nbs Utllfty betas Deglnning any ~aniing operot~ns, I ~ 1f t f \ ~!"1~, f UNDISTURBED ' ~ \ Oi• f V~ SUBGRADE
9. Plant dedduous materials in o dormant condition. Plant evergreen materials between September 1 and December 1 I 20NE p 2p ~ 9f, ~e~, \
\ H a in airrring bdae new growth begins, Spray plants with anti-dealkxant N to be planted at other Umes i " F1 ~ 1~ ~
? ~ f ~ ~ 10. Ag planting hdes to ba free of rocks, grovel, and other debris " f UNDISTURBED AREA ALL TREES SHALL BE PLANTED WITH ING DETAIL i/B THE DEPTH OF THE ROOTBALL TYPICAL TREE PLANT
I \ ~ ~ T RADES TO ALLOW r ABOVE ADJACEN G + \ FOR DRAINAGE AND SOIL SETTLEMENT. (2" CALIPER OR LESS o~ NOT TO SCALE
11, Badktnl tees and shrubs with topsal and pent moss (a loaf meld) of J to 1 rotlo by vduma max,--k_"_x ~ ~ NO SOIL SHALL BE PLACED ABOVE THE ROOT COLLAR.
12Mulch tree and shrub planting pits, ehmb bade and groundcover bade with t00X shredded hardwood bak mulch 3 ~ ~"~M-_~~_"_x_"_"_"_"--% c ~
d over 10 mg weed blodk fabric, r` ~ I ~P~ lOfl V 'r ?0 ~ }b ~
I d wood and sudkero and all broken a badl bruised branches, In okx:adonce with ' ' ~ ~ , ~ • ' 13. Toe contractor shall remove d else y ~ " ~ ` .1 ` 0 i
I ' standard to rosarve the natural character of the plant ~ ~ the American Aseocotion of Nurserymen s, p ~ , K N .:;.dlt. f 1. F. P:'.. N..,. 1 ~ Y M. ~ rG ' fr ~-'t:.~ ~ ~.i I ,x,71. Il Uf i1i' + I , Y ~ .b ~Z \ ~ "SgeA~ / ~ \
14, Na IRi atkn a em r fired I y L. ~ t,+ 1 jln I ` h J ~ ;1+ h Y , ~ s2~ to
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SS S.F. EXCLUDING TLE & CENTER ENTRY, GARDEN RIGHT, TLE RIGHT GRO I ~ J
~ GARDEN CENTER) =176,459 I ~
GROSS SF (INCLUDING TLE BUT NOT GARDEN CENTER) =184,305 - f ~
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- ~ N 31'Og'S0'w 684,90 i - ~ SS - - ~ ~ ~ , ,6 p
Q ~~~--w SS ~ o _ _ _ - - - - REVISIONS
~~~-x _ - - _ - ~ JLK
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_ 13' _ TAPER - - _ - - o _ _ - 130`- - - - - \ DATE OCTOBER 25, 2005 - - - ® -~i- ~GU - ~~C~
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H ~U YI ~ ~ ~ PER o m PROJECT NO. BQ2639QQ
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1
NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE I 9, PLANTS SHALL
T THE PLANTING HOLE ROOTS SHOULD BE INSPECTED TO ENSURE THAT INSERTED IN 0 Dewberry & Davis, Inc.
Y ARE NOT POT BOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY THE b51 PINEY FOREST ROAD DANVILIE, VA 24540
PARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH T TINES THE PROCEDURE TO PLANT AND DEVELOP THE SE THIS SHEE OU L T WITHOUT FURTHER CONSTRICTION OF THE ROOT BALL. PHONE: [phone]
WETLAND PLANTING ZONES. THESE ZONES ARE IDENTIFIED AS HE FAX: 434.797,4341
WETLAND BENCH ON THE GRADING PLAN. 10. PLANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS I FURNISHED BY THE CONTRACTOR.
TOPSOIL SHALL HAVE A PH RANGE OF 6,0 TO 7.0 PRIOR TO MIXING WITH ORGANIC
MATTER. IF THE PH IS NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE
1 T MPORARY SEEDING CORRECTED AT THE CONTRACTOR'S EXPENSE OR AN ALTERNATIVE SUPPLY OF TOPSOIL , E SHALL BE SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER
THE WETLAND SEED MIX SHALL CONSIST OF A MINIMUM OF 10 SPECIES FROM AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL
F TABLE 1 THE SEEDING SHALL BE PLACED IN THE AREA 4.5 FT ABOVE THE BE MIXED WITH ORGANIC MATTER AS SPECIFIED.
RMAL POOL ELEVATION TO 1.0' BELOW THE NORMAL POOL, UNLESS THE NO AREA IS INUNDATED, IF THE WETLAND BENCH IS INUNDATED, TEMPORARY SEEDING IS
NOT REQUIRED AND PLANTING MAY COMMENCE AS DETAILED ON THIS SHEET. ANY AN NT SEEDING TABLE 4) SHALL BE APPLIED IN ZONE A AFTER THE PLUGS AND POTTED
OF NO GREATER KHAN 15 PERCENT 11. PERM E GIVEN SPECIES FROM THE LIST SHALL MAKE 1 WILL BE PLANTS ARE PLANTED.
OF THE ENTIRE MIX. NO SPECIES OTHER THAN THOSE IN TABLE ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER.
3. CONTRACTOR INSPECTION
IF SEEDING TAKES PLACE DURING THE P RI OF AUGUST 16TH -MAY 16TH
ALL WETLAND AREAS WILL BE SEEDED WITH THE WETLAND SEED MIX AS SPECIFIED
IN TABLE 1 AT A RATE OF 15 POUNDS/ACRE, AND MIXED WITH OATS (AVENA ~ APPLIED AT A RATE OF 22 POUNDS PER ACRE, FOR A TOTAL
SATIVA) TO BE 1. THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLAN I APPLICATION OF 37 POUNDS PER ACRE,
TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING
N TH P RI OF MAY 17TH - AU UST 1 TH SPECIFICATIONS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBL IF SEEDING TAKES PLACE DURI G E AND REPORT THE WRITTEN RESULTS TO 1HE OWNER,
ALL WETLAND AREAS WILL BE SEEDED WITH WETLAND SEED MIX (15 POUNDS PER TEMBER THE CONTRACTOR SHALL CONDUCT A SITE
TABLE 1 AND MIXED WITH GIANT FOXTAIL (SETARIA 2. IN AUGUST OR SEP RVIVAL RATES OF PLANTED MATERIAL ACRE) AS SPECIFIED IN INSPECTION TO EVALUATE ESTABLISHMENT AND SU
MAGNA) TO BE APPLIED AT A RATE OF 15 POUNDS PER ACRE FOR A TOTAL TO DOCUMENT REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES.
APPLICATION OF 30 POUNDS PER ACRE, ANY OTHER SPECIES OF SETARIA WILL NOT BE ACCEPTED WITHOUT APPROVAL OF THE ENGINEER, 3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON-SURVIVING PLANTS DURING
THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN ~N
CONTRACT DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST.
2. PLANTING RVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH 1 0 ~ 1 6~ ~
~ BE 1,0' BELOW 4. ANNUAL SU T T DIE IN EXCESS OF 15% OF THE ORIGINAL BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE POND SHOULD REPLACEMENT OF ANY PLANTS HA
NORMAL POOL. IF NOT, SPECIFICATION #6 BELOW WILL APPLY, NUMBER OF PLANT STOCK.
PROFILE ALIGNMENT
ATERIAL 5. IF NATURALLY RECOLONIZED NATIVE SPECIES OF EQUIVALENT WETLAND INDICATOR M STATUS (TABLE 2) EQUAL OR EXCEED 80% SURVIVAL, REPLACEMENT STOCK WILL
1. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM NOT BE REQUIRED.
THE ENGINEER. 6. FOR THE PURPOSES OF MEETING PERMIT REQUIERMENTS, AREAL COVERAGE O
DIFFER FROM THOSE DEPICTED ON THE PLANS, THE CONTRACTOR SHALL BE A MINIMUM OF 50% IN EMERGENT WETLAND AREAS. E 2 IF GRADES O ,
SHALL NOTIFY THE ENGINEER PRIOR TO PLANTING. 7, THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN to ki.,x:
INSPECTION BY THE OWNER CONFIRMS THAT THE PLANTS HAVE BEEN 3, THE SUPPLIER(S) OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, N
ORIGIN OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM 00 Q
USDA HARDINESS ZONE 8. ITORING 4. MANAGEMENT AND MON M z
4. SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS NES MAY INCLUDE ONE OR MORE ~ ~~1:.
REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO TECHNIQUES FOR MANAGING VEGETATION OF THE ZO ,.1. ' ,Iii,. ~ ~ ' ~ W ~
GOOD HORTICULTURE PRACTICES AND GROWN IN A CLIMATE SIMILAR TO THE OF THE FOLLOWING: PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE, T ND SPECIES AND GROWTH PATTERNS WILL VARY N. U fir:
TIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF OBJECTIONABLE 1, SPECIES COMPETITION WILL AFFECT THE DISTRIBUTION OF UPLAND/WE LA INSEC ~1 SB-2 POND NTION . ~ DETE WET
TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND ACCORDING TO THE PHYSICAL SETTING OF THE AREA, MANAGEMENT OF PLANT COMMUNITY DISFIGUREMENTS, CONFORM TO ALL ASPECTS OF THE CURRENT EDITION CESSION SHOULD BE BASED ON THE EVOLVED HYDROGEOMORPHOLOGY AND THE DESIGN DETAIL. ABRASIONS. PLANTS SHALL SUC
THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z6D.1) FOR BE INCREASED IF EACH INDIVIDUAL PLANTING IS IRRIGATED DURING ANY OF THE FIRST TWO OF ~ T"RIAL EXCEPT WHERE NOTED. 2, SURVIVABILITY OF THE PLANTING WILL SCALE.1 z Q :,r-, ~
CONSERVATION GRADE PLANT MA t GROWING SEASONS IF THE DESIGNED NORMAL POOL ELEVATION IS NOT MET,
5, ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE S RESULT IN PLANT DAMAGE, VEGETATION REPLACEMENT SHOULD BE USED IF THE WILDLIFE DAMAGE r ~ Q ~
H UT THE POTTING MEDIUM SO THE SHAPE WILL REMAIN AND THE 3. SHOULD WILDLIFE NUISANCE , FORMED THROUG 0 IS DEEMED EXCESSIVE. ' r~;`~'~ ~ ~ ~ >
AN STANDARD MEDIUM WILL HOLD TOGETHER WHEN PLANTED (REFER TO AMERIC - T RIOD MONITORING SHALL BE CONDUCTED ACCORDING TO FEDERAL AND STATE PERMIT CONDITIONS. Q Q ; n n N E A ZO
FOR NURSERY STOCK). 4, POST CARE- AND REPLACEMEN PE
6. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS Q r
THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF
~ THE ENGINEER. THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE ZO r,~r
ENGINEER.
7. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL ~'i' 'v" ,v.~,
PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS (CARE AND REPLACEMENT PERIOD} OR
UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST. ' ~f:~°r ;r,
SPECIFICATIONS
D $Fri: ` 3r;;
1, PLANT SPECIES FROM THE SCHEDULE (TABLE 2) ARE TO BE PLANTED, BY HAND, ~ z ~ i~ ;a~ 1 ~S},,.
WITHIN THE ZONE5 AS SHOWN ON THE GRADING PLAN (SHEET 4}, SPECIES ARE TO BE MIXED TO PROVIDE A VARIETY OF PLANTS OVER THE MITIGATION AREA WITHIN THE
SPECIFIED ZONE. (SEE TYP. SECTION THIS SHEET)
2. PLANT NO MORE THAN 10 PERCENT OF ANY SINGLE PLANT SPECIES IX FOR ZONES A AND B 3 TEMPORARY SEED M TABLE 1. POND
3. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION IC NAME COMMON NAME
D BE PLANTED IN THE EARLY SPRING (APRIL-JUNE) OR LATE FALL (OCTOBER-NOVEMBER). SHOUL WETI URE TED T NS RUC TERED 0 E NST WA CO VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE B-~ SCIENTIF S POND TLAND _D WE
SURVIVABILITY SCALE:1 "=40 Scir us airovirens Green Bulrush
4. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR Scirpus cyperinus Woolgrass
SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75% OF carpus acu us ar - emme u rus
THE HOLE, TAMPING, ANO THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, cir us microcarpus ma I Seeded Bulrush SEAL ~N00~ P ~?~p, °~'o `~V
THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL ASPECTS OF THIS PROCEDURE SHOULD OCCUR IN THE SAME DAY. ALL ASPECTS OF cir us un ens ommon ree- quore ,,°4 a••~/ %
THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS. h r Scir us s ec~es •0~ ~N• 4• Ot e p p
5, THE CONTRACTOR SHALL WATER ALL PLANTS, AS RECOMMENDED BY THE Mimulus ringens Monkey lower 4
CONTRACTOR AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE in i a Fox Sedge Carex vulp ode Beorded Sed e
AND REPLACEMENT PERIOD) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST, Carex comosa $ ~ 06, , Lurid Sed e
NTITIES OF WATER SHALL BE USED TO WATER EACH 6. THE FOLLOWING MINIMUM QUA OUS VEGETATION (IF Carex lurido 9 °••Eiye ~~;•~,Qr'~ Ditch Stone Gfop •0~eoooo•° ~1~P Penthorum sedoides
PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER: HERBAGE in K. BPP,,~` Verbena hastata Blue Verva ,,,,,,n
WATERING IS REQUIRED) - 1 GALLON. Rumex verticillo us Water Dock
7. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT sc epos ~ncarna a wamp ~ wee
DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES o ted ouch-Me-Not KEY PLAN Impa yens capensis P
FROM SUN AND DRYING WINDS. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY Alisma plontago-oquatica Woter Plantain
SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE IRRIGATION AND ON-SITE SCALE; HORZ.1"=20';VERT.1"¦5' Zizania aquotica Wild Rice
C T TION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT IN PRO EC Helenium autumnale Common SneeZeweed
COLD STORAGE (38' - 42' F) AT 75% HUMIDITY AND NOT REMOVED EARLIER THAN _ _ 48 HOURS BEFORE PLANTING. _r__..__.__ . _.I _ ~ - ; - ~ ~ - j ~ j Aster pernonthoides Crooked Stem As er
~ i i i _ - Nniiva Ree Rnlm
I i ~ i i monaraa u uyn u
THAT WILL NOT CAllSE ~ ~ I ~ ~ I PREPARED FOR SHIPMENT IN A MANNER ~ I I 8, PLANTS SHALL BE ~ i ~ , 1 RANCHES OR OVERALL CONDITION CONTAINER GROWN AND i I 1 ~ I ~ I Black-e ed Susan I ~ ~ i •l, ~ Rudbeck~o hirta Y
DAMAGE TO BARK, BUDS, B TAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY 1 ; 1 , I ~ , ' CON T BE HANDLED BY THE i ! ~ ~ ~ I ' anoda Goldenrod ' ~ ~ ~~,~r( all o o canadens~s C ~ I ~ I ~ ~ Wild R e
WERE GROWN OR PLACED, IN ADDITION, PLANTS SHALL NO G. ~ I i EI mus vir inicus - I ~ - - r I I
RT TO THE PLANTING SITE OR DURING PLANTIN TRANSPO i I, I ! ~ I - - - - STEMS DURING ,~,r i _ __.__.-----i---~---
II I I i ~ j I SCALE i l
i I i, I ~ ~ ~ ~
' I I ~ I L POOL 20 ~o NORMA MIX I I ~ I WETLAND SEED >oL~2o' ~ 4: PERMANENT , TABLE i
i i '
i I I ~ I ~ ' ~ ~ I i I i ~ I ~l ~ - _ _ _ _ _ _ _ . , COMMON NAME INDICATOR
ELEV. 19.0' I I I f _ _ I ! _ _ _ _ - - - _ _ _ _ I , SCIENTIFIC NAME I_ . _ _ i
S - - _I _ _ _ _ _ _ _ PROBLEM SPECIE _ _ _ _ _ - VE INVASIVE AND ~ ~ I E 3: NON NATI r TABL ~ ~ ~ I ~ i FACW- Vir ~n,a R e
~ I ! i r r and ermonent seed mixes shall be devoid of any ; I ~ ~I 'I i i ~ I ~ EI mus vir micus ~ Wild Rye FACU+
ration area tem o a p ~ All mitigation c e p Y i ~ I m s ecies but not limited to the following: 15.0 FO EBAY ~ ~ I ~ 15 0' ; ~ Elymus canodensrs I wer o s FACU I I I ~ ! asmonthium latifohum -
non-native, invasive, or proble p R ~ g• ~ I I I i , I ! i i I r sh Gross UPL ~ Elymus hyslrix Hystrix pafu/o Bott eb u
I ~ ~ I ~ FACU+ ' i Dichanthelr'um commulatum Variable Witch ross I ~ I
CIENTIFIC NAME COMMON NAME ! I S _ ~ _l - -i..."-- ` _ i Schizoch rium scoparium Uttle luestem FA - - _ _ - - I i ~ - d e FACU
• ~ eed Meadowgrass ; ' j I i Andropo on ~~r mrcus Broom se ~ i 1 I ~ FAC
lyceria grond~s 12.51.._..---_ i ~ r i or zoides Rice Cut Grass Lee s o y ~ I I ~ ~ j ~ Panicum virgotum Switch ross I I Bi bluestem FAC
Canada Manna rass ! ~ I I ~ ~ ' GI cerio canadensis , ~ ! j ! ~ ' I I ~ ~ Andropogon girardii 9
y i i , i I Aster novae-onglio New England Aster I I I i i j ~ I 1 ~
u thamia ramnifolia Grassleof Goldenrod i i I I ~ j I 9 j I i ~I I ~ ~ ~ ~ ~
B Broatl-Leaved Cattail , ~ Typha lottoha 1 j ~ i i _ - .
i ~ . . Narrow-Leaved Cattail i T ho on ustrlo ra _ _ _ ..L . _ . - - ~ TABLE 2: PLANTING SCH
Phrogmifes austrolls " NE A. 9-18" BELOW PERM. POOL IS ZONE B 0-9 BELOW PERMANENT POOL IS ZO
Phra mites communis Giant Reed Gross No. DATE BY Description
L (hrum solicaria Purple Loosestrife S1NM POND SHELF Herbaceous Plonis.
Fesfuco rubs Red Fescue REVISIONS
Other Festuca species i SCALE:HORZ.1"=20';VERT.1"=5' * MIN. STOCK PLANT CENTERS INDICATOR ZONE _ _ - _ _ _ - _ _ _ , SCIENTIFIC NAME COMMON NAME STATUS
Cirsium orvense Canadian thistle _ _ • Bull thistle r Plantain plug 2~ OBL A & B DRAWN BY
Cirsrum vu/ are _ _ _ - , _ __.i._._____._.. _ _-._...__T._. I { Ga c ~ I rli mustard i I o-a uatica Wate • Alisma lantag q I ~ j I 2' FACW+ A only MM
Alliario pe6olab ~ i I I ~ I I ~ ~ Vernonia noveboracenstis New York Ironweed Plug APPROVED BY
Panrcum species (other than those specified1 ~ ~ ~ I, i j ~ i ros rs species ~ i ~ I ~I I I i I S oiterdock plug 2' OBL B only ~ I ~ I Nuphar luteum p
9 i ~ h r than th se s ecified ~ ' ~ I Andropogon specr'es of e p ~ ~ ~ ~ j I I ' Shallow Sed e lu 2' OBL A & B CHECKED BY I I ~;,~~r; Carex lurida g p g I ~ A & B JULY 4, 2005
~ ~ ~ i I I Lohum species ~ N i; r;,l ' ! Scir us c rtinus Wool Gross plug 2' FACW+ DATE ~I I P y~
~ - rn ceo Reed Canary Grass I o Photon's orund' a ~ i ~ ~ . _ _ _ _ _ _ _ _ ! _ _ _ _ .j.._ _ _ L_ _ Saururus cernuus Lizard's Toil plug 2~ OBL A only
Y En lish iv , _ _ _ . _ _ - Y 25.0 _ _ t _ _ • Glecoma hederoceo 9 , ~ ' ~ i , i ~ 1 I ' ~ I ~ A onl TITLE 2 FACW+ Y ~ ~ I I Juncos effusus Soft Rush plug
~ Pot onum ori(olium Halberd-Leaved Tearthumb I y9 ~ i ~ ~ ) i ~ ~ 1 Ascle tias incarrr,ata Swamp Milkweed plug 2' OBL A only
a Arrow-Leaved Tearthumb ~ ~ ~ ~ Polygonum sogitfofum ~ ; ' I i ~ ~ ORMAL POOL = 21' I OBL A only
i 1 ~ i tic Tearthumb Mile-A-Minute ~I i I Pot onum erfoliotum Asa i o N ~ Acorus calamus Sweetf~ag plug ~ i=_ nl AW+ Ao
o ne suckle ~ I i I ~ I I Lonicera a onica Jo anew ho r of 2' F C 4i REBI Y =19' Lobelia cardenalis Cord~nol {lower 1 quo l p FO N A ~ '
f ak Ploni I I ~ ~ Pen71o frutescens Bea ste ~ i ~ p~• ao N ti o ti _J lu 2' FACW+ A only _ ;_c_..._ v, _,o._ I_...___._ i_.._ _ , I Osmunda cinnomomea Cinnamon fern P 9 ~ - I
o n Johnson rass ~ MICRO POOL 19 _ .No 'w Q _ _ i_._ i. N Sor um hair e se - •o o I i ~ ' o O I ~ ~ lu FACW+ A only Panicum vtir atom Ponicgross P 9 2' ~ 9
Ane~lim~o N Mu da I ~i i I r nnio kirsak I ~ ~ ; ~ I ~ , ~I i ' ittaria lati olio Duck potato plug 2~
~ Microste r'um vr'mieum M~croste um ~ I I I I ~ , ~ ~I, I ~ Sag f A& B
~ Les edezo cuneafo Chinese les ed~zo I Chinese am I ! ' ! ~ i r versicolor Blueflo plug 2 OBL 1 tis OBL A & B
ototos ~ ' , D~oscorea b ~ i o A n X Gion, Reed _ Scir us ,ti.uviaf2lzs River bulrush plug ~ PROJECT NO. 802639~~ OBL A only
Arundo do o a f Akeblo ~ ! ~ ~ I ' ~ Akebio uinato Five-lea _ ' Sparganium amer•icanum ! Eastern burreed ~ plug 2 A&B
~ , ~ - _ I r u -G l- - _ x fr lescens Aslotic sauna sed e ~ ~ . _ . - _ _ - - ~ - ~ ' ~ Pontedertia cordata Plckerelweed Piu9 ~ OBL - _ ;
0 12.5- - Cenbweo maculoso S otted ~ ~ ~ I ' 2' L 1 B only I Elodea canadensis waierweed Plu --I- - --1
3 CoroniUo vona Crown vetch i I i ' 2' 8 only ~ ~ Wild ~eler lu i ~ Valisneria amer2cana
I lu 2' A only Zizania a uattica Wil Ri
~ j ~i o ~ ~ i i ' i ~
°a i I
~ , ! ~ ~ ~ ~ I - - o i _ _ - ~ - - * A minimum of ten (10) of the scheduled species must be pion e .
i - - _ _ i....- _ p rn Minimum of 5,000 herbaceous plants per acre. SHEET NO. OF
M N
O [0
a
_ _ _ _
_ _ _

1 2
~ 3 4 5 6
Dewberry & Davis, Inc. 651 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: 434.797,4497 FAx: 43a.797.43a1
F
WAL*MART #3825 HAVELOCK, NC
Ems- PACKAGE SEWAGE CUTTER LIFT STATI0~1 NOTICE TO THE CONTRACTOR
1. SCOPE QE SUPPLY: This lift station and controls will be Wal*Mart s ecified contractor furnished n p , a d delivered to
the site. The successful bidder will furnish all other materials and labor to in sta I the IIft station
;Furnish and install complete pre-packaged sewage cutter pump lift station model #PSI10705-3825-OOWAL as manufactured b Paafic Southwest Industries national 5
phone# [phone]. No exce hons to this s dficatio Y ' ( p pe n may betaken. 2 and its controls and ensure its ro er o eration. It is the contractor's res onsibili in 1 p p p p ty to stall the lift station per this plan as indicated and make all connections lumbin and
The lift station shall incorporate a quick removal system that does not require the use of o-rings or gaskets to make a seal between the cutter um and the re-mounted p g e ectrical, In an approved manner as required by this drawin and local codes. The contractor's res n i il' '
quick removal discharge base. The cutter pumps shell be uided to the discha a base the P P P 9 rA by use of tw o stainless steel gurde rolls for each pump. The diameter of the 9 po s b sties
guide rails shall be no less than 1.25 and shall extend from the discharge base to the upper guide bracket mounted on the cover. Liftin chain or cable shall be attached are as follows: receiving the lift station and off loadin excavation and settin all I m ' 9 ~ 9, p u bing
to the top of the cutter pump the other end is to be attached to the cover ad scent th g j e upper guide bracket for easy access and pump removal. The intemal discharge plumbing shall bepre-plumbed in schedule 80 pvc and extend , in parallel, l7 beyond the wet w ell side wall for contractor connection to the force main. Each cutter connections (inlet, vent, wet well to valve box, force main run thereafter to the oin f i • p t o c ty
pump discharge line shall include one non-slamming check valve and one true union ball valve in a detached vahre box. The lift station shall include a submersible connection of receiving manhole or force main ,all electrical conduit from the wet w II e to control w
transducer for primary level control and 2 float beck up system, pre-set and mounted on a removable float tree. The duplex control panel shall be surface mountable panel, provide proper backfill and coin action rocedures. The contractor will be r p p equired to
adjacent to the lift station, The cutter pumps, quick removal system, and level sensors shall be housed In a fiberglass wet well suitable for water table conditions 60" in " 66 diameter and 276 rn length and shall have 19 reinforcing ribs ,two layers of 314 marine grade plywood and shall incorporate ananti-flotation fla e. CONCRETE PAD lower the pumps into place and check for ro r rotation. A startu ro r r p pe p p cedu a fo m will be
ng provided and it must be filled out and returned to the lift station su lier ri r '
4"VENT ~o (2) 2° scH . pp p o to Wal-Mart s (2) 2 SCH 40 possession date via fax or email. Fax #[phone] email- info si um s.c m
A'G~, GALVANIi i Cp p p o GALVANIZED POSTS
Each Tsurumi cutter model# TOS80C4 ~ ~0 1.5 shall be capable of depvering 148 G.P.M. at 13.39 Feet TDH. F Receiving /offloading instructions and re oration before settin
The pump(s) shall be designed to pump wastewater, sewage or effluent containing solids without damage during operation, The pump(s) shall be dell nod so that the 66" p p g
shaft power required {BHP)!(KW) shall not exceed the motor rated out ut throu hout the en 're g p g tl operating range of the pump performance curve. Receiving the lift station
C
mAIEgIAI.~QE CONSTRUCTION ;Inspect the entire shipment for damage before the lift station is taken off the truck. If there is dams e 45 BEND 9
E 0 major parts of the pumping unit(s) including casing, Impeller, discharge elbow, and motor frame shall be manufactured from gray cast iron, ASTM A48 CLASS 35. - wIBLOCKING note as specifically as possible including clear photos of damage on the bill of ladin as to an dama e 9 Y 9,
Unit(s)shall have a field adjustable andlor replaceable, high chrome iron cutter plate. Internal and external surfaces coming into contact with the u a e shall be ~ - _ then offload. Contact the shipper at once and have the bill of lading with ou. Call 800-358-9095 for N ~ Y
protected by a fused polymer coating. All exposed fasteners shall be stainless steel. Ail units shall b P ~ g ° „ e furnished with a discharge elbow with 150 Ib. (10 Kg./Cm2}flat „ face flange and 4 NPT companion flange. Impellers shall be of the single-vane enclosed solids handling design, equipped with back pum out vanes, tun sten carbide 3 -0 TYP. - further instructions.
vane tip and shall be slip fit to the shaft and ke driven. P g Y
16" O
MECHANICAL SEA _ Preparing the Ilft station i
m - A l units shall be furnished with a dual inside mechanical shaft seal located completely out of the pumpage, running in a separate oil fit led chamber and further rotected ° 0 0 - ~ N ~ . 0 The lift station has e ~ V b en made ready to travel several hundred miles. The main wet well will contain N
by an exclusionary oil seal located between the bottom seal faces end the fluid bein um ed. The oil chamb p wYE bracin that needs to be removed before ' ' Z 9 it is set In place. The lift station is to remain horizontal and on ~
lubrication of the g P P er shall be fitted wrth a devrce that shall provide positive top mechanical seal, (down to one third of the standard all level), The device shall not consume any additional electrical power, Mechanical seals shall the pallet until the day it is to be set in place. On that day open the main hatch and remove the control M ~ a
be rated to preclude the incursion of water up to 42.6 PSI (98.4 Ft.). Units shall have silicon carbide versus silicon carbide upper and lower mechanical seal faces. Mechanical seal hardware shall be stainless steel. Units designed to exceed 42.6 PSI at shut off head shall incorporate seal pressure relief rts. EMERGENCY BYPASS panel, basin fittings, transducer housin and float tree. Remove all lumber ~ Z 9 bracing, wire ties and duct ~
Po (2) 0-20 psi WITH CAMLOCK to e. Check all W o o psi p flange bolts and tighten as necessary. Check all flan a bolts in the valve box as well W g
B LIQUID FILLED MOTOR )FILLED FITTING AND PLUG ti hten as necess ~d 9 ary• ~ ~ ~
GAGES WITH 3 WITH N U 0
The pump motor(s) shall be 2 HP,1.5 kW., 480 V., 60 Hz. 3 Phase and shall be NEMA MG-1, Design Type B equivalent. Motor(s) shell be rated at 2.8 full load em BRASS PETCOCK Motor(s) shall have a 1.15 service factor and shall be rated for 20 starts er hour. Motors shall be air filled ~ PETCOCK Setting the lift station N I- c DETACHED VALVE BOX L- }
p ,copper wound, class F insulated with bunt rn thermal and over current protection for each winding. Motor shaft shall be 420 stainless steel and shall be supported by two permanently lubricated, high temperature ball ~ ~ (VIIITH PIPING) The best N = ~ Z
bearings, with a B-10 life rating at best efficiency point of 60,000 hours. The bottom bearing on units 7.5 HP (5.5 KWj and below shall be a sin le row double shielded way to set the wet well is to us a two cinch straps of equal length, Place the stra s ri ht under ~ a I- Y P 9 ~ ~
C3, deep groove type ball bearing, Units 10 Hp. i7.5 K end ter er shell have a double row do g 8 INLET ~M 9 uble shielded, C3, angu tar contact type bottom bearing. The top bearing on all units shall be a single row, double shielded, C3, deep groove type ball bearing. the rim so they will tighten as the wet well is lifted. If the straps are pro erl ositioned the wet will han ~ ~ P Y p 9 ~ o
level and secure, If you have experience in this area use your own discretion. v, ~ Q Co
POWER r°~AdQSA@LE_ENIBA~E ~ BASIN IN TA a ~ S ELATION INSTRUCTIONS ~ Q
(WITH EXISTING HIGH WATER TABLES N z J
The pump power cable shall be suitable for submersible pump applications and shall be field replaceable Wliang standard submersible pump cable. The cable entrance shall incorporate built-in strain relief and a combination three-way mechanical compression sealing with a fatlgue reducinglthermal expansion boot. The cable entrance ~ J o W ~ ~
assembly shell contain aranti-wicking block to eliminete water incursion into the motor due to capillary wicking should the power cable be accidentally dame ed. ? J 1. Excavation Dimensions: Excavation shall be 6" dee er than the de th of the basin below finish ~
9 REU BY DESCRIPTION D WIN AINS CONFIDENTIAL P p grade J PSI f i ~ and done in such a manner as to reserve the undist w ~ a c ~ c s o u w _ s D IS i}iE IXCLUSNE , , P urbed state of bearing soils at the bottom. Diameter ~ o
DUPLEX ALTERNATING CONTROL p~,~)<~~(I F~ CONTROL ~y SUBMERSIBLE TRANSDUCER. SECONDARY j]d[QFLOAT BAq(UPl `"°"""`°_'°°~~~°b °~SP~~ Mhus of excavation shall be sufficient to allow for necessa external i e connections with a minimum 12" ~ PROPERIYOFPSI.ITMAYNOTBE ry p'p
~ ASR FIRST ISSUE The control panel shall have a NEMA 4X door -in-door dead front lockable fiber less enc s A g to ure suitable for wall mounting. A integral motor starter v~ith short arcuit I COPIEDOR reater th ~ REPRODUCEDfNANYFORM g an the basin diameter.
protection and over load protection shall be provided for each pump . An alternating relay shell be provided to aftemate pumps on each successive cle of o oration. PACKAGED LIFT STATION WIIHOUTTHEIXPRESSWRITTENPERMISSION A ~ -
The starter shall have auxiliary contacts to operate both pumps in an override condition. The control ~ P - circuktshall not be affected in the event that either pump trips the OFPSI. N ~ 2.Backfill Materials: ~
pump circuit breaker. H.O,A, switches, run lights for each pump, motor overload light far each pump, control drouit breaker or fuse, l5 amp convenience outlet breaker 2KVA control circuit trensformer with fused primary, l5 amp 120 volt convenience outlet (GPI) grounded and bonded end mounted on inner door, li htln arrester time SCAIE DRAWN BY DATE PROJECT a,The backfill materials shall be in inert, free flowin ranular soil such as cl V a a DRAWING N0. REV g 9 can sand or gravel (1/4
9 9 delay far no simultanious pump starting and alarm test switch for light and buzzer operation only (no contact closure). A terminal strip shall be ovided to terminate all mesh or finer).
incoming power, pump, transducer, level sensors end remote alarm wiring. The control panel shall offer a high water alarm light, to mounted fa 360 d ree visibili . An NTS ~ HAVELOCK, NC ~ a 10101105 Wm3$25 b.Acce table backfill includes s o A p t ne dust from rock crushin o eration rove V o WAL MART #3825-00 g p p ded it possesses all
external push button shall be rovided to silence the audible alarm, P ~ ~ P the characteristics of free flowing sand and contains less than 20% b wei ht assin the No. 200 ~ ~ Y 9 P g
Provide single pole double throw auxiliary contacts for power loss to the lift station or high water ttarm condition. One set of contacts will provide for both events. This mesh sieve. Soil fines must benon-plastic. Q. o z~
contact is to be connected to the Wal`Mart Novar security system. c.Silts, clays, organic soil, granulated cinder, slag and similar corrosive material shall not be used. w
Backfill shall be free of organic material, loam, trash, snow, ice, stones, rubble etc, ~
FIBERGLASS ItYE~LlO~LLAdQ1l9LY~.6915~ 3.Pipe Connections: Make necessary pipe connection in approved manner, Note: connection ma be
The fiberglass wet well shall be suitable for high water table instelletions and shall have an antl-flotation flange, l9 reinforang ribs, two la ors of 3!4" marine I ood to Y threaded, caulked lead joints or other specified approved method,
„ Y" P Yw prevent the bottom from separating from the side walls under pressure. The wet well shalt be no less than 60 inside diameter and be 240 in length. The capaci of the (SEE DETAIL #AFC-1 FOR ANTI-FLOTATION COLLAR THEN PROCEED WITH STEP#4
wet well belowthe lowest inlet Is to be 735 Ilons o erati ca ~ ge (p ng pacify). The fiberglass wet well shell be manufactured using a process that insures that the bottom of the S 4 basin will be fabricated at the same time as the sidewal ~ 1 4.Backfill as follows;
Is, eliminating the possibility of any Joints or seams in the wet well in the area of greatest stress conc~tration. The laminate shall have a banal hardness of a least 90% of the resin manufactures minimum specified hardness for cured resin on both the Interior and exterior surfaces. a.lf the hole is flooded the water lev el shall be pumped down to a maximum depth of 3 inches before
DUPLEx The minimum wall thickness of the wet well shall not be less than 3118", The wet well manufacturer shell encapsulate in the bottom of the wet well a steel base late with co~raa preparing the bed and placing the basin. Water level shall be maintained below bottom of the
sta(nless steel studs for the mounting of the quick removal system. The to rim flan a must be no less than 3" wider t " P ~ SEAL ee°°°9°°°asa basin until the excavation is backfilled and until there is adequate safe a ainst u lift. ~ a tY 9 p CA
must be ovided wfth P g hen the ID of the wet well (66 O.D.) The wet well 4"SCREENED VENT pr en 8 Inlet fitting for fleki installatlon by the contrector atthe elevation and k~catlon as indicated on the plans. AH otherp enetretlons shall be sealed by using "Uniseal"fitting or "Flex boot" fittings. The valve box shell be manufactured with the same process as the wet well with 5 reinforcing rib, two la ors of marine b.The first la er of backfill is the base for the Y basin and shall be at least 6 thick. o ; . C s
Y plywood encapsulated in the bottom and an anti-flotation flange. The valve box shall have an inside diameter of 80 with a depth of 48 . The valve box shall Include two c.Place the basin on the bed and after ali nin and levelin ,push additional fill under and around 'o 4"CONCRETE PAD ~ 9 9 9 ®~Q~~~ ~Q~~ ~®tt the basin and c c a
non-slamming check valves, two true double union ball valves and emergency by pass piping with shut off valve and appropriate ca m-lock fittings. The vahre boz must be ~ ~o~lb~ w~ ompact by tamping to a uniform depth of 12 around the basin. This insures that .SEAL : 6~ D .
pre-plumbed by the system manufacturer. TOP ELEV. 33.4 the establish ed grade and level of the basin will be maintained during remainder of the backfillin ; 1750 9
gLl,~~pd, _ 4" VENT operation. 2ri~ e * r ~ EI~E~~IE~~Y ~~Q~~S 6,9 .~•F ~P; p~~
IJ(. GRADE ELEV. t d.Backfill shall be continued In one foot layers with specified sand backfill uniform) distributed s ~ Wii?U40~ (~Qi~ulL4ctoC3 Y goo C `TP~•
The covers of the wet well and valve box shall be no less than t!4"thick end shall have a diamond tread surface suitable for foot treffic. The covers must have a clear APPROX AT 3" GALV, CHAIN W ~ ER TABLE ELEV. 2 2" " around the basin and compacted around the basin. oeo On' EHa o` IP09'40G~(~ G~®~Ie6D(~ H eo°r°° °°t9~~'
access opening for pump removal and valve access as recommended by the pump manufacturer. The access covers shall be hinged and shall have a satin-lock 23 t 2'93. C feature. All fasteners on the cover shall be 304 stainless steel. The steel covers shall be protect fed by ten year Overran .Those covers that use E ~ ELECTRICAL " ~ e.Concrete encasement may be used in lieu of backfill as described above, if the whole excavation c 0° 1.7^ 9~D ~lal€~086~fr~(~ „ . .
considered. ~ poxy paint will not be _ CON 3~ Dt11TS ~I~ does not exceed 12 in diameter larger than the basin to be installed.
3 ^ .S KEY PLAN MECHANICAL 46 S.Cover: The cover shall be bolted in lace w' ~
Inl~f CUTTER LIFT STATION PROFILE & CALCULATIONS INV. ELEV. 15. COUPLING p ith an approved gasket material toeffect agar-tight seal.
* C 12" MIN. i WAL MART STORE #3825-00 f (2) REQ'D, QILL PIPIb(~ Ig 4'° I n r st uctions to remove a reinforcing rib to Install the Inlet
c~~~~ sc~a ~®~d~ ~ d
HAVELOCK, NC wrrou ro~uoa~®d~a.~rad ~4 ®ldDROl~ N This rocedure is re uired o • i ~O ~ p q my if the gravity inlet lands on a rib.
QGd40.6~.®4d~T~~l
EIXEQCONDITIONS: 282" N ~ ~V~~ Measure the length of the rib to be removed. Using a sawzall cut the rib len thwise on the to and bottom of the 9 p
~ " - ^ rib. Keep in mind that the rib is hollow. Make the end cut between the to and bottom of the rib, Note: take care pp 6® "I6~ r~ P
• ~ I 3" ®RAlbd ~Ibd ~ ~ X841 v'~~W® not to damaae fh~ unrlArlvinn wall of fho ~~~ef ~.wu Qmm~~in +hn n, d ~ih .,...J iL.., t...,.,,...~.1~..-__+~ i _ _:__..i__
w .rv~ rrvn nvnwrv a iv Vut I w qI lU U IC IVOIII UI IUCIf ICGIf 1. USC EI GIfGUIaf ~b6Qp~~4~~ sander to reduce the rid es left b the removal of the rib.
LENGTH OF RUN 21 FEET Q~p~ pp`~~V~1~(LQS~~a. 9 Y What should remain is the u niform wall thickness of the
TYPE OF PIPE PLASTIC tt ~ 9 ®tt wet well where the inlet is to be installed, Note: it is ok to remove a little more rib than to 'ust fit the inlet fittin . scALs ~1 J 9 ~ N g ~pp~ Six inches on each side of the inlet is fine. N
~4 ({B~DVH9E SIZE OF FORCE MAIN 4 INCH 6 CLEAN STONE (TYP. WET-WELL AND ~p LL
TYPE OF FLUID RAW UNSCREENED SEWAGE MO VALVE VAULT) INSTALLATION OF THE FLOAT TREE AND THE SUBMERSIBLE TRANSDUCER HOUSING ~r
VOLTAGE 480 ~ 4~~6 R[~a~®~~~b~ sp~~ 3
PHASE 3 .g
GRAVITY INLET SIZE 8 INCH B INLET ELEVATION BELOW GRADE 213.7 INCHES FLAPPER CHECK VP g ~P ~ Installing the submersible transducer housin and transducer ER CHECK VALVE g ~
(The transducer is very sensitive to shock - be ve careful with It! Q o ry 7 ~U
N w ~ fn ~ Z
CALCULATIONS: BOTTOM T ~ ~ ~ he housing has been cut to fit rlor to leaven the facto . SII the bottom of the h Q z ~
ELEV. 9.9 ~vu~u.®~a~o~G p g ry p ousmg over Z wU N n~VI-IFL®~a~p~a the pre-installed strainer at the bottom of the wet well. At th ~
STATIC HEAD_ 12.2 FEET ~~1®E e top under the small hatch there will 0 ~ be a clamp holding a short 2 I e. Discard the short i e and use the clam ~ ~ ~ ~ ~ ~
TOTAL FRICTION HEAD 1.203 FEET ~ 2 ~~R~ ~/4°° Pd p p p p p to secure the top of a~~l~ era°° ~~~oo~ the housin .Make sure the ho i Q w w ~
QD B ~ Ef~CQP~~DfLQ~'LE~ ~ g us n Is lumb. ~ g p ~ a> °a~~u~a~~~~ ~a~ The transducer will N ~ Q
S® 1rQ~lL.E Oa V 6 CLEAN STONE (TYP. WET-WELL AND ~ be located behind the outer door of the control anel. Remove all ackln L~ pa~~~u.a~~u®b. p p 9 cn =
VALVE VAULT) material and slow) lower h ~ ~ y t e transducer Into the housing until It reaches the bottom then ull ~ p - G ~
CALCULATED TOTAL DYNAMIC HEAD 13.39 FEET back 2 of cable, loop the cable over the housin and secure with the wir ~ g e tees provided, use two.
MAINTAINED VELOCITY OF F T ~ ~ DESCR~110N SUB~BERSIBLE TRANSD~DCER SETTINGS 3.73 EE PER SECOND g THISDRAwiNOCONrA~scoNFIDENTU~ The cable is color coded and will corres and with the Conn i ~S~ gacific_gouthwest end~ust~es p ect on locations in the control anel. o INFORMATION AND IS THE EXCIUSNE p ~
~ SCE FIRSTISSUE oFF(~ ~s° "~''~"'~°"~1°'°'°°°°"''"°'°° PROPERTYOFPSI. ITMAYNOTBE The clear tube will connect to the aneroid bellows in the control anel. ~ cn p o
A COPED OR REPRODUCED Nd ANY FORM ~~(~B~~E®i_I~T ~T~T~®l~ WRHOUrTHE EXPRESS WRITTEN PERMISSION ~ r-
LF.~D ®N t~ 66" o~~sl, Installing the float tree ~ ~ ai z 1.1 c~ au~ ~ ~ °
SC ~ i
0~401ALARNC ®N t~ 72" SCALE DRAWN BV DATE PROJECT DRAWING N0. REV r,0 No. DATE BY Description The floats have been reset - no ad'ustment is necessa . lower th fl ~
p 1 ry e oat tree through the small STS SIB ~ hatch on REVISIONS
1010116 a WV¢ro3S2E A the main wetwell cover. Insert the bottom end of the tree into the floor fl n ' w~L tVB~RT ~ez5-oo age Installed
Y at the bottom of the wetwell. The short 1 u i in the clam will be discarded. Th ~ p pe p e clamp well be DRAWN BY
used to secure the top of the float tree. Once installed rotate the float tree to en r r' ° su a free
a movement of the floats. The flo n I APPRO ats eed to float up and down without touchm an then .The VED BY 9 Y 9
N tags on the floats will correspond with the connection locations in the control n I - pa a do not CHECKED BY
remove the tags.
l0 O J DATE JULY 4, 2005
O N
TITLE
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Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540 PHONE: 434,707.44fl7
FAX: [phone]
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PACIFIC SOUTHWEST INDUSTRIES
ACIFIC SOlliNWEST INDl1STRIES CALIfORNI~ USA EISINORE,
EL PLACEMENT AND MOUNTING E~sINOaE cAUFO~N~a usA CONTROL PAN
INSTRUCTIONS Conned to a good ground Faoeleee OFI Needed g
LINE VOLTAGE: 208!2301460 GROUND A To MelnWn UL Uetlnp L 1 L2 L3 When Ueing Dever A
A - ( CoMroiler MOUNTED ON NO LESS THAN TWO PHASE: 3 I I g THE CONTROL PANEL IS TO BE
LVANIZED POSTS WITH CROSS MEMBER HERTZ: 60 Fecelese INDIA, STEEL GA INCHES GFI
A BACKBOARD THAT WILL FIT THE CONTROL PANEL Awo.oa noHreriNOTOROUE SUPPORT. CREATE ciRC IN INCHPOUNDB CTRL CTRL
DISCONNECT, THE POSTS ARE TO BE CEMENTED IN MILL8IZE SCREW DRIVE AND THE SERVICE WRENCH G L1 L L IN +24 B
A T TWO FEET DEEP. THE CONTROL PANEL IS TO BE 14 ,6 Lt N THE GROUND AT LE S
THE B ~ 76 INIMUM OF 3 FEET AWAY FROM THE OUTSIDE RIM OF re PLACED A M
THE BOTTOM OF THE CONTROL e ~ iio ~vAC HAND ew, WET WELL AND MAXIMUM OF 6 FEET. a +re ~ 23s ~ 3
I IMUM OF 48 INCHES ABOVE GRADE. A THREE z ~ 1eo 4eovnc of At M1,~ PANEL IS TO BE A M N ao Q H, 2 Hs H4 cTR 3 4 MPS1 BELLOWS
DISCONNECT IS TO BE MOUNTED AHEAD OF THE ;m ~ _ ~ Auro 13 t4 PHASE SERVICE LECTRICIAN. VAPOR ~ so 1B0 at
CONTROL PANEL AND SUPPLIED BY THE E i20VAC N ALL CONDUITS BETWEEN THE WET 2KVA cRt 13MPSZiq 1 2 CR2 C Mount Bellows
BARRIERS SHALL BE INSTALLED 0 e s az PROVIDE A - - awe ~ EL. THE ELECTRICIAN IS TO C n 3~ 4 5 6 1 Power Loss to Din Rail a ~ 4
WELL AND CONTROL PAN F, ETWEEN THE SUPPORT POSTS PER LOCAL CODES. FIELDVVIRIN(3 ~ ~ ~ A o attach air line ~ BK RD
GROUNDING ROD B M2 MPS 1 MPS 2 ~ CTRIB 3 Auro Al A2 to the pressur ~ ~
i ~ transducer ~ o g 5
TERMINAL BLOCK 13 14 C - CR4 II
~ CRt FS2 Alarm Aux. O b
p ,o s I O ~ e Blue Contact
E B A - I PUMPS PUMPS t OFF FS1 ON ~ u~
1 0 U N
480 VAC FS1 FS2 tg 14 L CR1 I Z 00
F2, F3 -1 emp KTK-RAq 1 M2 F1.1 emp A(iC E - P BASIN ~ ~ SUM z Re uired
r, rl rd ~ T, rl ra CR gotlarl 11 E 2081230 VAC onnect As C q ~
F2, F3.2 emp KTK R T1 T T T1 T T ,s o p a CR2 F1.1 em AGC 170~c R W W ~ ~
P I ~ aFl p'01P~° o p ,2 a 13 14 LL U
I CR CR1 s CR31
ump 1 - - ump B PRESSURE o
SW F N ~ Z TRANSDUCER ~ ~
F 13 14 Pump Loads s e CR3 W ~ Y y ti.. ~ ~ ~
ADJUST OVERLOAD RELAY TO ACTUAL F- o ~j J
FULL LOAD AMPS OF THE MOTOR (See molar mig. nameplate.) W N ~ LEGEND: DRAWN BY: B a~buna~
20812301480 VAC ~ N a NorES: Alderon Industnes, LLC CR -Control Relay pp~; 01H7roz ~ d i =
LEGEND: DRAWN BY: B IOebunda NOTES: -Motor Starter Protector Alderon Industries, LLC ~ J G t. WARNINGI ElecVlcal Shock Hazard) Disconnect power before C 0 c
ARNINGI Eledrlcel Shodc Hezetdl Dleconnect power before CR -Control Relay MPS G t' w M - Me etlc Contactor DATE; 01117102 rvlce erepn must Install and CHECIOsD aY: Tom' eervldng thle product A quaflfied se p n.
eervldnp thla product. A quallfled servloe person must Install and pg .push button switch ~ NrVloe this ud axording to eppllcable elecbicel end plumbing CTRL -Dever Controller OL • Ground Lug CHECIOcD BY: TITLE: e Ilcable eledrlcal end lumbing AWMDl3 N ~ ' sarvloa thls product exording to pp P DATE:
pr°d AWMDl3 codes. I FS - Float ewltch DATE: codes. ~ N .n ~ 2. InsteW In accordance wflh a~lde 504 of the Natlonel Eleddc Code ems; DWO N REV: ~
2. Install In exordanoe with Natlonel Electric Code, NFPA 70, Seal al gyy _ Hand,OR,AutO Switch APPROVED: AVYMOI3 ~y Z A
boxes, fltlings and conduit wNh appropriate seal devices to prevent F -Fuse gl~; DWO # REV: mo~ture end gases from entering errcbsure, B - Busier AaaaovEO: AWMDl3 nd. A H 3. Canned an grounds to a good grou DA.~; SHEET: 2 OF 2 o Z
A n Indicator A 3. Conned eN grounds to a good ground. G1,2 • Pump Ru 4. Dashed Imes represent field wiring L to
H DA,E; SHEET: 1 OF 2 4. Dashed Ilnes represent fleid wiring 10 d 9 0 ~ 8 7 6 5 4 ~ 3
10 9 8 7 2 1 0
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°r , °r • 1~ z~ 6 ' ~ 'r. Q~ Des WET WELL~`?HaiN~• P.
w ~ , q • ~ ~ ~ is Q'ee . , ~•,~o e 11' EN
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WI-wZ COLLAR 10 CY REQ. ~ F
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#6 CONTINUOUS U 0 , , ~ H~~~
AROUND CONC. Q W W
" RING (lYP) ~ o. > " ~ ~Q
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• ~ . 12" O.C.
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AFC-1 I d ~
ANTI-FLOTATION COLLAR DETAI ~OLLAR DETAIL ~ to DRAWN BY
A
A NOTICE TO CONTRACTOR TRACTOR APPROVED BY
AFC-1 N CHECI~D BY
CONTRACTOR TO PROVIDE ANTI-FLOTATION C L CATION COLLAR PER DETAIL ~ JULY 4, 2005
a v Y DATE
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_ D / Dewberry & Davis, Inc.
/ I D ~ I ~ p`p I 651 PINEY FOREST ROAD DANVILLE, VA 24540
F _ / / ~ ~ PHONE: 434.787,4497
_ / D FAX: [phone]
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- - _ _ ~ Rldl
- ~ - - - _ _ _ _ _ _ _ MEY KEMP & ASSOCIATES INC. _ I
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y PAVEMENT M ARKING ~A KING LINES P
TH RM~P ecTtr e AVEMENT MARKING SYMB _ BLS TN RM(1P AcTI (9D ml:s)
TA -WHITE EDGE LINE TB -YELLOW EDGE LINE UA -LEFT TURN ARROW lE UB -RIGHT TURN ARROW
TH ownoi ecru ru , lMOPLASTIC (4'. 120 rolls) UC -STRAIGHT ARROW
E TD - 2 ft, WHITE MINI SKIP TE -WHITE SOLID LANE LINE SKIP UD - COMBINATION STRAIGHT 6 LEFT TURN ARROW E LINE UE -COMBINATION STRAIGHT $ RIGHT TURN ARROW
TF - 10ft, YELLOW SKIP P
TH -YELLOW SINGLE CENTER LINE TI -YELLOW DOUBLE CENTER LINE :ENTER LINE ENTER LINE
TN RMOP Acrtr m. e TT -YELLOW DIAGONAL ~IOeLASTIC (8'. 9D rolls) NG_
TH RMt1P AcT1 t ay 'Mt1P AcTI. t a » 1. All pnvtmant morklnps shall be to NCDDT Stondords. 4.-dli2 2, Remove conflktlnp ~xlstlnp povemvnt marklnps sithln
i2 -WHITE STOP BAR the construction urea.
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Q._ - - _ _ _ - - - APPROVED BY
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o+ ~ _ ~ _ _ _ _ " _ _ ~ ~ DATE
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NES OUND LA EAST B _ _ TITLE
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Q i-" U - 80263900
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N al Plans 9
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LOCATION WITH RESPECT TO FINAL GRADE P,l. L,L, ¦
FOUNDATION SUBSURFACE PREPARATION WAL -MART BUILDING AREA, BELOW UPPER 4 FEET <20 MAX> <4U MAX.>
JOB #041 1300, HAVELOCK NC BUILDING AREA, UPPER 4 FEET <20 MAX.> <a1} MAX,>
US/lU/2(lU5 Water & Sanitary Sewer:
THE PROPOSED FILL SHOULD HAVE A MAXIMUM DRY DENSITY OF AT LEAST lUU POUNDS City of Havelock P.O. Drawer 368
UNLESS SPECIFICALLY WDICATED OTHERWISE iN THE DRAWINGS AND/OR p~ CUBIC FOOT AS DETERMINED BY A STANDARD PROCTOR COMPACTION TEST, ASTM D Havelock, North Carolina 28532
SPECTFiCATiONS, THE LiMiTS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO 6gR. ALL FILL SHOULD BE PLACED iN LOOSE LiF1'S NOT EXCEEDING A INCHES TN BE THAT PORTION OF THE SiTE DIRECTLY BENEATH AND IS FEET BEYOND THE BUILDING THICKNESS 12 INCHES FOR VERY SANDY MATERIAL} AND COMPACTED TO A MINIMUM [phone]
( AND APPURTENANCES. OF 95 PERCENT OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY AND A MWXMUM Bill Ebron HIGH WATER TABLE NOTE. SITE HAS
OF 9R PERCENT IN THE UPPER l FOOT OF BUILDING PADS AT A MOISTURE CONTENT Electric (Wal-Mart):
APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO W1THW 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM, FOR SURCHARGING, City of Newbern Electric
DRAWING SHEET SPI ,TYPICALLY INCLUDING, BUT NOT LIMITED T0, THE BUILDING OF FILL SHOULD BE A CLEAN SAND AND HAVE NOT MORE THE W1T1AL 2 TO 2.5 FEET 303 First Street 1. COVER SHEET
5IDEWALIGS. GARDEN CENTER PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, THAN lU PERCENT PASSllVG THE N0.2UU SIEVE, FIELD DENSITY TESTS,INCLUDWG ONE- . Newbern, NC 28560
ONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD; ETC. THE SUBBASE FILL AS 1T IS Slocum Rc C POINT PROCTOR VERIFICATION TESTS, SHOULD BE PERFORMED ON THE Slocum Rd. [phone] Jimmy Boyd 2. ALTA SURVEY
AND THE VAPOR BARRIER WHERE REQUIRED, DO NOT EXTEND BEYOND TH'E LIMITS OF BEING PLACED AT A FRE UENGY DETERMINED BY THE INDEPENDENT TESTING Q
THE ACTUAL BUILDING ANU THE APPURTENANCES, LABORATORY AND/OR GEOTECHNICAL ENGINEER TO VERIFY THE COMPACTION ~ Gas:
CR1TERlA. North Carolina Natural Gas Corporation SION & S~DIMENT CONTROL PLAN PHASE I 3A. ERO
ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR 111 Corporate Lane New Bern, North Carolina 28562
ELEVATION TO ALLOW FORA 4 INCH SLAB, OR AT 11.5 INCHES BELOW THE FINISHED HAR E WILL BE NEEDED TO COMPENSATE FLOOR SLAB AND LIVE 9~ FOUR (4} FEET OF SURC G o FL ORELEVATION TO ALLOW FORA 5,5 INCH SLAB TO ALLOWFOR THE SLAB THICKNESS ~ / 0 LOADS AND AN ADD1TlONAL 4 FEET (8 FEET TOTAL ABOVE THE FINISHED SUBGRADE)1S 252 634-1651, ext. 2508 ION & SEDIMENT CONTROL PLAN PHASE II ( ) 3B. EROS
AND A G INCH SUBBASE. THE SUBBASE SHALL CONSIST OF 4 INCHES OF COARSE ATE STRUCTURAL LOADS, 1T IS ANTICIPATED THAT SETTLEMENT Carl Peterson
NEEDED TO COMPENS AGGREGATE MEETWG THE GRADATION REQUIREMENTS OF ASTM D-4~5 N0. 57 (OR L TAKE ON THE ORDER OF 4~ TO 90 DAYS TO COMPLETE FOR EACH SECTION LOADED.
G THE a a' APPROAVED EQUIVALENT} COVERED W[TH 2 INCHES OF FINE AGGREGATE MEETW NOTE THAT THE TIME RATE OF CONSOLIDATION CAN VARY, THIS ASSUMES THAT THE Telephone: AN 4A. SITE PL Sprint
o n ~ GRADATION REQUIREMENTS OF ASTM D-448 N0. lU WITH G /n TO 12 /o PASSING NO. 200 F NDATI NS WILL BEAR AT 2 FEET BELOW FINISHED SUBGRADE AND THAT THERE TS A o 0 OU U s~ ~ 4000 Martin Luther King Blvd.
SIEVE {OR APPROAVED EQUNALENT). THE CONTRACTOR SHALL BE RESPONSIBLE FOR °'EPARATION OF ~ FEET BETWEEN BOTTOM OF FOOTING AND A STABLE North Carolina 28562 ~ Newbern, 4B.::: RC~~~DWAY PLAN
ED MINIMUM ~ ~o OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUTR RADE THE BUILDING COLUMN AND WALL LOCATIONS WII+L NEED TO BE o 0 SUBG c, [phone]
iDIrTJTIFiEII TN THE FIELD AFTER CLEARING AND PRIOR TO F[LL PLACEMENT TO Joe Drewyor n
DUE TO THE PRESENCE OF SHALLOW GROUNDWATER 1T IS STRONGLY RECOMMEND UATE THE COMPETENCY OF THE EXISTING SUBGRADE BENEATH PROPOSED o ~ 5. TAKEOUT PLAN
ED D LOGGING. EVAL THAT LOW GROUND PRESSURE TRACKED EQUIPMENT BE US URING ONS. AREAS THAT ARE OBSERVED TO BE UNSTABLE OR WCOMPETENT WILL ~ BER TIRED FOUNDATI ~ Erosion & Sediment Control :
STRIPPING AND EARLY STAGES OF SITE GRADING. THE USE OF AUB E UNDERCUTTING AND BAGKFiLLTN'G WITH SUITABLE MATERIAL AND MAY E SOFTENING DUE TO REQUTR ~ NCDENR 6. EROSION & SEDIMENT CONTROL PLAN PHASE III
EQUIPMENT WiLL INCREASE THE PROBABILITY OF SUBGRAD E THE 5E OF GEOSYNTHETICS E.G. OEOGRTD OR WOVEN GEOTEXTTLES). ~ WCLUD U ( y 943 Washington Square moll
CONCENTRATED TIRE LOADING PARTICULARLY IF ONLY A FEW CONSTRUCTION ROUTES WILL BE A FUNCTION OF THE ELEVATION UNDERCUTTWG SHOULD BE ANTICIPATED AND ~ ARE REPETITIVELY USED, DTTCHIIVG (TEMPORARY DEWATERING) MAY BE APPROPRIATE LL A CONDTfION OF THE SITE AFTER ~ Washington, North Carolina 27889 [phone]
OF THE GROUNDWATER TABLE AS WE S THE y DURWG TH15 OPERATION IF GROUNDWATER ELEVATIONS ARE NEAR THE EXISTING RARE HAS BEEN EVALUATED AND J 7. GRADING,AND DRAINAGE PLAN Pat McClain
STRIPPING OPERATIONS. AFTER THE EXISTING SUBG GROUND SURFACE. REPAIRED, FILL PLACEMENT CAN PROCEED. THE LIMITS OF THE SURCHARGE SHOULD ~e~
o ~ tratford Dr Geotechnical Engineer: 8. UTILITY PLAN
THE BUILDING AND PAVEMENT AREAS SHOULD BE STRIPPED OF ALL TOPSOIL, TRASH, EXTEND 18 TO 2U FEET BEYOND THE BUILDING LIMITS INCLUDING THE LOADING DOCK ~ M OF lU FEET THE BUILDING. THE STAPES OF THE SURCHARGE SHOULD BE <W cedes Froehling & Robertson, Inc.
DEBRIS AND OTHER ORGANIC OR DELETERIOUS MATERIALS TO A MIMMU AREA ALONG THE REAR OF c~ ~ TDE THE STRUCTURAL AND_ S FEET OUTSIDE PAVEMENT LIII~ITS, UPON THE CONSTRUCTED ON A IV;3H OR FLATTER SLOPE. A MINTMtJM OF NiNE (9) SETTLEMENT p ' ~~a 310 Hubert Street 0 ~
OUTS ~ COMPLETION OF THE STRIPPING OPERATIONS, THE EXPOSED SUBGRADE 1N AREAS TO PLATES SHALL BE WSTALLED ON EXISTING SUBGRADE PRIOR TO ANY FILL PLACEMENT a sg e~ Raleigh, North Carolina 27062 g, MISC. DETAILS se g~~ 919 828-3441
PR FROLLED WITH A LOADED DUMP TRUCK OR SIMILAR AND INITIAL AND SUBSEQUENT ELEVATIONS SHALL BE SURVEYED ON A WEEKLY BAS15 R° t. RECEIVE FiLL SHOULD BE 00 m 5 o ( ) ~ ti~ Mlchoel J. Scarlett, P. E. . 5
PNEUMATIC TIRED VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE TO MONITOR THE PROGRESS OF SETTLEMENT DUE TO THE SURCHARGE. SURVEY TO BE ~ 10. MISC. ILS
TESTING LABORATORY. THE PROOFROLLING COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE CONTRACTOR. ONCE THE a OBSERVATION OF THE INDEPENDENT NCDOT
PROCEDURES SHOULD CONSIST OF FOUR PASSES OF THE EXPOSED AREAS, WiTH TWO OF SETTLEMENT I5 SUBSTANTIALLY COMPLETE AND AT THE DISCRETION OF THE 209 South Glenburnie Road Newbern, North Carolina 28560 11. MISC. DETAILS
ON PERPENDICULAR TO THE PRECEDING ONES, ANY AREAS GEOTECHNICAL ENG THE SURCHARGE CAN BE REMOVED AND CONSTRUCTION THE PASSES BEING A DIRECTi INEER, [phone]
THAT DEFLECT, RUT OR PUMP EXCESSIVELY DURING PROOFROLLING SHOULD BE CAN PROCEED. ONCE THE SURCHARGE iS REMOVED, THE FfFiISHED SUBGRADE MAY Aaron Everett, EIT
REPAIRED AS DIRECTED BY THE GEOTECHNTCAL ENGINEER. HOWEVER, SHOULD THE NEED TO BE RECOMPACTED TO y8 PERCENT OF THE SOIL'S STANDARD PROCTOR 12. EROSION & SEDIMENT CONTROL DETAILS
THE GRADE SOILS BE SOFT OR AT THE DISCRETION OF THE MAXIMUM DRY DENSITY, GONDITfON OF SUB
CiF.[1TF.CHNIC.AI, ENGINEER OTHER METHODS OF SUBGRADE EVALUATION MAY BE Planning & Zonlna ~ „ r,~
UTILIZED DEPENDING ON THE CONDITION OF THE EXPOSED SUBGRADE. OTHER THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND - METHODS MAY INCLUDE BUT NOT LIMITED T0, PROOFROLLING WITH TRACKED CONTINUOUS SPREAD FOOTINGS AT WALLS. FOUNDATION INSTALLATION SHALL NOT C I N ITY MAP City of~Havdock ~ LJ-7. WIVUAl+HY11VU h'LHIV P.O. Drawer 368
fiQUIPMENT. TEST PiT EXCAVATIONS OR THE USE OF HAND AUGER BORINGS WITH DCP BEGIN UNTIL PRIMARY CONSOLIDATION (SETTLEMENT)1S COMPLETE, Havelxk, North Carolina 2eas2 WL-1. WETLANDS PLANTING PLAN
(DYNAMIC CONE PENETRATION) TESTS.
NOT Tt THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE (NOT TO SCALE) KNo~ca ~r641t LSD-1. LIFT STATION DETAILS
PERATIONS SHOULD CONSIST OF A LOW PLASTIC N IN A E OF CONFLICT, INFORMATION COVERED TN THIS ALL FiLL USED FOR SITE GRADING 0 SITE WORK SPECIFICATIO . C S
SANDY/GRANULAR SOIL (FREE OF ORGANICS AND DEBRIS). AND SHALL MEET THE p~pARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER NCDENR - Divlelon of Water Ouo~~ty LSD-2. LIFT STATION DETAILS
FOLLOWING RE UIREMENTS~ PE TFI ATTONS FOR SPECIFIC IIdFORMATION NOT COVERED 1N TH15 Q TO THE S C C Washington Req~ono~ Ofnee PM-1. PAVEMENT MARKING PLAN
PREPARATION, THIS INFORMATION WAS TAKEN FROM A GEOTECHNiCAL REPORT 943 Woehington Square Mdl Wash~ngton, NC 27889
PREPARED BY MICHAEL J. SCARLETT, P.E., OF F&R, INC. DATED JUNE 8, 2W5.
1 AL REPORT IS FOR TNFORMATiON ONLY AND iS NOT A CONSTRUCTION (GEOTECHN C ~ity~e 6umes y RD-1. US 70 AT WAL-MART ENTRANCE /SERVICE ROAD
SPECiF'fCATION). RD-2. US 70 AT WAL-MART ENTRANCE /SERVICE ROAD
a US Army Corpe of Engineers ~ RD-3. CONSTRUCTION NOTES
Wilmington District
Po eox iooo ~ RD-4. CABLE ROUTING PLAN
PtH~Mp4..,., Washington, NC 27889 w
p~ESSio1.',iq (252-975-1616 oxc. 2~) RD-5. SPLICE DETAIL Seott Jones
Progre» Energy - Eaatem Region
z 11 E ~°;Q 1099 Gum Branch Rood
p~NE,.•~{4 r' ,bckaonville, North Cording 28540
~K. BR~~ (910-330-3569)
Dary11 Thompson
NOTES:
.THE SITEWORK FOR THE WAL-M~ 1 WAL-MART PORTION OF DEVELOPER / OW N E R~
THIS PROJECT SHALL MEET OR I EET OR EXCEED THE "WAL-MART
NDARD SITEWORK SPECIFIC STA iPECIFICATIONS."
a ALL NECESSARY INSPECTIONS ~ 2. v ;TIONS AND/OR CERTIFICATIONS WAL-MART STO RES ~ INC.
RE UIRED BY CODES ANDIOR ' ~ Q VD/OR UTILITY SERVICE COMPANIES
a
HALL BE PERFORMED PRI R S n PRIOR TO ANNOUNCED BUILDING ~OO ~ S . E . 10th STREET
fON AND THE FINAL CO POSSESS ~INAL CONNECTION OF SERVICES.
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N ~ .ANY IMPORT ANDIOR EXPORT F 3 .PORT OF SOIL MATERIAL TO AND/OR BENTONVILLE, ARKANSAS 72716-0550
N ' ' FROM THE PROJECT SITE SHALL ESHALLBETRANSPORTEDTOAND(OR (479) 273-4OOL TELEPHONE
COME FROM A PROPERLY PERMI .Y PERMITTED SITE AS DETERMINED BY
NCDENR AND WAL-MART.
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SCHEDULE B PART 2 EXCEI " \O~g• ~ ~6 LEGAL DE3CRIP1'ION3 T Z ~CE~s ~ E a6 Legal Descri tig~on
QEN~AL NOTES 03 NIP / 0 • A~6 ,J (TOTAL TRACT)
VICINITY MAP 6~ g6 Bein locat d in h f No h Car lin r ~ R, g e t e State o rt o o, Coven County, Township Number 6, Clty of Havelock,
N.T.S. ®RIGHT(S) OF WAY TO CAROLINA POV CAROLINA POWER AND LIGHT RECORDED EC ~ S2610 28 E and bein more articular) described as follows; Be innin at a oint in the western ri ht-of-wa line 60.50 g P Y 9 9 P 9 Y
SLOCUM RD 6.131 ACRES - 267 047 S UARE FEET IN DEED BOOK 997, PAGE 643, AND ( ~ Q ) •E 643, AND DEED BOOK 1731, PAGE 51, of Catawba Road, said point being locoted 668 t north of the eastern right-of-way of S.R #1823 acE / 11 ,
PLOTTED HEREON. + - FE / ~ (U.S. Highway No. 70 Service Road); thence leaving said right-of-woy line, N31'-06 -22 W - 284.36
25.885 ACRES - 1,127,547 SQUARE FEET ( ) 5 60 FOOT ACCESS EASEMENT RECOR \1~~ ~yOJ `V r n r r n r ~ / ~ to a oint; thence S58 -52 -19 W - 261.69 to a oint• thence N31'-O6 -20 W - 399.65 to a P P =MENT RECORDED IN DEED BOOK 969, ~,P\~ ,rye ro n r
TOTAL AREA PAGE 483, CRAVEN COUNTY REGISTRY, o ~,~r p ~o point; thence S58 -59 -56 W - 399.85 to a point in the eastern ri ht-of-wa line of State Road JTY REGISTRY. PLOTTED HEREON. /o ~ g Y
THIS BOUNDARY SURVEY IS BASED ; #1823; thence with said right-of-way line of State Road #1823 and the eastern right-of-way line of
SITE ON A CURRENT FIELD SURVEY. U. Hi hw - ' ~ S. g ay No. 70, N31 05 50 W 684.90 to a point, corner with the United States Government
+ ~1 ~•\a Cher Point Marine Cor s Air Station • thence leavin U.S. Hi hw N . 7 rid wi h h ni tes EE N ( ry p g g ay o 0 a t t e U ted Sto ~R Government N63'-45'-36"E - 1689.03' to a oint• then N '-4 - '
\ FpG BUILDING SETBACK REQUIREMENTS: p ce 63 6 03 E 84.56 to a point; / " thence leavin said ni Gov rnm '-1 - ' I / ,r~Er 4~~ g U ted States a ent, S26 0 28 E 60.50 to a point, thence
E o far ~ , ~ ip FRONT; 20 o o N / o~ A' ' N S40'-28'-59"W - 111.66' to a oint; thence S26'-37'-12"W - 84.46' to a oint; thence
tiF + P ly REAR: 20 , o / ES 6 ' a~' ~ ~ S64 -44 - 4"W - in • h -1 - - sr • /o P o\ti 25 2 52.53 to a po t, t once S60 8 39 W 110.00 to a point; thence
~P qti~, SIDE: 15 FP o~'~`1 ~ S43'- 3'- "W - 7 in • h n - ' 2 E o 2 20 6.46 to a po t, t e ce S19 34 08 W 87.94 to a oint; thence
+ ~ sTF 12~ 1~ o~~ of 9 n n P ~ ~ R 1 - - - 12 0 ~o \p s, / ~ S18 21 59 W 156.94 to a point; thence S03 -40 -07 W - 83.05 to a point; thence ~
\ R / ~ ~ '~o ZONNVQ DATA ~ ~ / ~ a~E a 5 1~ ~ r n 1 . r n , ~ ~ ~ ,~,c EF • S22 -38 -36 E - 76.19 to a point; thence S42 -12 -55 E - 53.21 to a point; thence
~ ~g2 + ' ~6 /,l aE 52 l5 ~ n 1 1 n r Y/ QED ~ S31 -O6 -13 E - 58.84 to a point; thence S05'-53 -18 E - 81.22 to a point; thence
\ SUBJECT PARCEL ZONED HC 6~ a / a~-~ / \.\a~ Q~ ~6 . , n r . r n r N ~ EE Q 6. S01 -12 -01 E - 144.82 to a point; thence S56 -46 -53 W - 40.17 to a point; thence Z SR P~ ~ r n r 1 n 1 ~ Z
~ _ (HIGHWAY COMMERCIAL) S ~ ~ S15 -57 -07 W - 187.99 to a point; thence S55 -55 -06 E - 239.24 to a point in the aforesaid - ~
/ o ~ western ri ht-of-wa line of Catawba Road• thence with i - - M 0 o ~ g " y ~ ~ sad right of way Ilne of Catawba Road, , fn ~
\ oa oy F ~ S36 -32 -13 W - 12.50 to o point, S37'-00 -28"W - 275.75 to the point of beginning, containing W W v
F ' Pa~S ~ 25.885 acres (1,127,547 square feet). co ~ _ . U a
F.~' F PG pF ~Z Bein located in the State of North Carolina Craven Count Townshi Number 6 Cit of Havelock and bein more 9 ~ Y• P 1 Y 9
~~0 E +0 ~ ~0 a~FA 5\0 anti I I 0 a p cu ory described as follows: l z -
~ 5 ~ F. Es' f-- _ • Beginning at a point in the western right-of-way line of Catawba Road, said oint bein located 668 t north of ~ W - N o~ P 9 z
\ y ~6 o ~ X15 a~ y ,64 E~ j Q~,a o~ ~ the eastern right-of-way of S.R #1823 (U,S. Highway No. 70 Service Road); thence leaving said right-of-way line, r 11 , , n ,
y 6 OQ / / E~ `D .N N31 °-O6 -22 W - 284.36 to a point; thence S58'-52 -19 W - 261.69 to a point, thence N31'-O6'-20"W - Q ~ 0 ,h F- ~ 0 ~
yF ~0 ~ ~E ~ sa\G ~\~,1 y E~ s ~~G F o ti ~ ~ 399.65' to a point; thence N31'-12'-56"W - 200.49' to a point; thence N31°-03'-19"W - 451.11' to a point in = ~ Q ~ ~ ~
o ~ RG OBE E o the line of the United States Government (Cherry Point Marine Corps Air Station); thence with said United States z , ,1 1 ° ° „
~ ti P P G 5 Q~•~ 5\OE1~ ~ \ ~ 5' EF ~ 0 G G~ 3~ ~ ER > ~ ~FAF. Government, N63 -46 -52 E - 1287,82 to a point; thence N63 -46 -03 E - 84.56 to a point; thence leaving ~ ° 1 1 1 J ~
\ c+ \ 5E / ~s. ~1y aE EI ~ Ea said United States Government, S26 -10 -28 E - 60.50 to a point, thence S40 -28 -59"W - 111.66 to a point; ~ 1.. ,1 Q
G~ O ~r Q \ FEa o ~ thence S26 -37 -12 W - 84,46 to a point; thence S64 44 -24 W - 52.53 to a point; thence S60 -18 -39 W - i
~\~1`~ b 0 110.00' to 0 oint; thence S43'-23'-20"W - 76.46' to a oint; thence S19'-34'-08"W - 87.94' to a oint• J P P • thence S18°-21'-59"W - 156.94' to a point; thence S03°-40'-07"W - 83.05' to a point; thence S22°-38'-36"E
P\a j G~` a + 0~' , U r"' r ° r n 1 ° I n ,
?c' ~ ~ t., o ~ ~ - 76.19 to a point; thence S42 -12 -55 E - 53.21 to a point; thence S31 -06 -13 E - 58.84 to a point; ~ thence S05'-53'-18"E - 81.22' to a oint• thence S01'-12'-01" - 144 - N, ~ ~ p E .82 to a point; thence S56 46 53 W
\ L ~ 1 / ~aE W q 40.17 to a point; thence S15°-57 -O7"W - 187.99' to a point; thence S55°-55'-06"E - 239.24' to a point in
\ 09 1 pP9 a ~ / ~ Pie ~ o+' cP. ~ ~ ,~n ~ ~ the oforesaid westem right-of-way line of Catawba Road; thence with sold right-of-way line of Catawba Road,
+ ay ~ ~ ~ti' 9 N J ° r n r ~ , , ~ ~ S36 -32 -13 W - 12.50 to a point, S31 -00 -28"W - 275.75 to the point of beginning, containing 19.754 acres.
\ a6 s ~ ~ ~t7~ N
w / ~ ~ / And also I In and bein situated in Craven Count No h r ' ~ , ~ ~ y g g y, rt Ca olina, and more particularly described as follows;
\ / ~ o w s~ ~ n ~ ~ Being located in the State of North Carolina, Craven Count ,Townshi Number 6, Cit of Havelock, and bein more Sss w Y P Y 9 ~ ~ ~ a particularly described as follows: Beginning at a point in the eastern right-of-way line of U.S. Highway 70, said
W \ CENTERLINE OF 30 CP&L ELECTRIC ~ ~ ~ M point being located 1,588' f north of the north ri ht-of-wa line of Cata°aba Road and also bein corner with the ~ Qa 9 Y 9
~ ti~ ®EASEMENT AT 9T OFF CENTERLINE ~q ' LEC~ND I 9~ OF HWY. 70 WEST BOUND LANES. 0 NIP ~ o_ ~ United States Government (Cherry Point Marine Corps Air Station); thence leaving said right-of-way line of U.S.
cor o ~ N Highway 70, and with soid United States Govemment, N63°-45'-36"E - 401.21' to a point; thence leavin said 9
' ~ G~ • EIP-EXISTING IRON PIN p0 Q 0~;, • NIP-NEW IRON PIN ~ ~ Z~ - United States Government, S31'-03'-19"E - 451.11' to a point; thence S31°-12'-56"E - 200.49' to a oint; w .a~ P
~ .COMPUTED POINT ~i';~;~'y PARCEL ID. No. PART 6-2' p \ 9:? PARCEL ID. No. PART 6-216-23 yF o. PART 6-216-23 ~ o w thence S58'-59'-56"W - 399.85' to a point in the eastern right-of-way line of S.R #1 B23 (U.S. Highway No. 70
Z ECM-EXISTING CONC. MoNU. ; SUBJECT PARCEL ZONED H CLF-CHAIN LINK FENCE \ ~ SUBJECT PARCEL ZONED HC ;EL ZONED HC o; ~ o Service Rood ;thence with said ri ht-of-wa line and the aforesaid eastern ri ht-of-wa line of U,S. Hi hw N , NI ~ ) 9 Y 9 Y 9 aY o
o cP (HIGHWAY COMMERCIAL) F- o BOLLARD/GUARD POST ?r (HIGHWAY COMMERCIAL) m ~MERCIAL) ~ n' ~ N ~ 70, N31'-05'-50"W - 684.90' to the oint of be innin contai ' 6.131 acres. i ~ ~ N P 9 9~, rucy-
Q Al UTILITY POLE ~ ~ CIESZKO FAMILY PROPERTY, ~ p, CIESZKO FAMILY PROPERTY, LLC p. LIGHT POLE 6.131 ACRES 9 _Y PROPERTY, LLC o Q w w ~ D_ ~ cwn i~
GUY POLE y~ ~ 9 860,500 SQUARE FEET ( ) • ARE FEET ) N
m TELEPHONE PEDESTAL (267,047 SQUARE FEET ti ) ~ S REF. 1 2& 3 m JUNCTION BOX u' E~ o EE , Z & 3 p SEAL
SEE REF. 1 & 2 ® UTILITY MARKER POST ~ ~ ~ r+i ~
OHE-OVERHEAD UTILITY ~ ~ y S ~ UGU_ UNDERGROUND UTILITY ~ ~ a~ / i
UGT UNDERGROUND TELEPHONE ~ NIP ~ . ~ ~
\ / ~ ~ o ~ ~ 6~ NIP 6 / , Q
5 ~ C N
y 60 a a F 0\. _ QF. / _ _~a_ ~ q F r °~°s ~ ~ 80- S ~ ~
y • GO a~ R R N ~ . ~ , ~ 11
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\ 0 ~ KEY PLAN
IGN 1,\~~ + , ~ \ ~ ~
~aE 0 ~ ~ EIP Tll'LE CONMMl'ME
6 '0. Y~ CERT~ICATION NOTE ~ c~, y ~ ~
0~ a SS• ~ THIS SURVEY BASED ON A TITLE COMMITMENT
SS .M~O.ry~ ~ DDA1A11CI1 DV PW/~A/~A TITI C 1?1["I In u,nl- nnunuiv
To WAL-MART REAL ESTATE BUSINESS TRUST and CHICAGO TITLE ~ 'S9~' ~y Sy, Q6+ ~i~0 / rnvv?uGV v? ~rn~n~V I?1LG IIV.IURMIYIrL WMI'HIVT
IN RAN \ a 6~ 6' SU CE COMPANY, THEIR SUCCESSORS AND ASSIGNES: ~ g ~ ~~P F ti,~~ TITLE COMMITMENT No. 05-0024985
This is to ce if h h' a~ES ,2 F rt y t at t is map or plat and the survey on which F~ 6 J u~ •d~ ~ , ECM EFFECTIVE DATE- JULY 14 2005 AT 4:00 .m. 2~ e~ 2s~, ~ p 9 s4 F J REVISION #1 ON SEPTEMBER 29, 2005
it is based were made in accordance with "Minimum Standard Detail Q5 5 EIP / ~ ~ Q QQ ~ F~ ~ OWNERS POLICY: WAL-MART REAL ESTATE
Re uirements for ALTA ACSM Land Title Surve s "'ointl Established ~0 GP GP '~s. q ~ Y ~ 1 Y ~ , Ip Q- / BUSINESS TRUST, A DELAWARE STATUTORY TRUST
a d adopted by ALTA, ACSM and NSPS m 1999, and includes items 2 ~ 0 \ t" ~ P ~ ~P Y1• ~ o Q P 1, 2, 3, 4, 8, 9, 10, 11(a), & 13 of Table A thereof. Pursuant to Ql• ~ ~ ~ , 6 Z S36'32'13"W / SCALE
CJ. \ ~ ~ \ y ~ 3~ G~ ~F u'~ oil the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and ~n ~ ~ ~ , g oy~ 12.50' EIP /,~9 ~ ~o QJ o
effect on the date of this certif~cat~on, undersi ned further certifies ~ o E . 2 9 oG G ~ ~ \ 5 „ 6y 0 ~ o , FLOOD NOTE
that proper field procedures, instrumentation, and adequate survey / 2p , 3y ~ a y 6 Z~ m~~ ~ 2 0 5 6 y / yg 69 ti ~o
personnel were employed in order to achieve results comparable to ',o }y 2 2 ~ BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X'
those outlined m the Minimum Angle, Distance, and Closure ~y Z y s ,2 ~o •o 0 AREAS DETERMINED TO BE OUTSIDE THE 0.2Y HA cp ( • C NCE
Re uirements for Surve Measurements Which n r l \ 2 F 6 9 q y Coto Land Boundaries d' 8p ~ o~ EIP ~ ~0~9~ ~ a ANNUAL FLOODPLAIN OF THE FLOOD IN A ~ ~ ~ a ) SUR NCE RATE MAP, ~0 ~ ~
for ALTA ACSM Land Title Surve s. \ ~ 9 ~ F~ ~ Y \ ~ ~ c' F ~ t^ }y h C COMMUNITY PANEL Nos. 3720641200J, 3720641300J, ~ ~ ~ ti
Si nature:_~ ~ o F~ ~G ti' S ~ p , h~ ~0 3720642200J, & 3720642300J, WHICH BEAR AN EFFECTIVE F~ 0 ~ ~ 6p. . ~ • N o \ I' DATE OF JULY 2, 2004 AND IS NOT IN A SPECIAL FLOOD
g ~ (i ~ Q P ~F.L • o P~ ~ ~ ti ~ 0 P~ F 9 ~ ~ o~'~i > ~,ti Q ti ~ 9 HAZARD AREA. 0 ~ o P F~
Date:-----~,~~ y 1 F, ~ OB (19.754 ~ O
\ o F. 6 0 / ~oG \ 21 ~ 0~ ,C ~ ACRE TRACT do ~ s .9 ~ ~ TOTAL TRAC 9
Re istration No.:~~~____ ~ ~ ~ 9 \ ~ 6 „s ti < Z, ~o G~ ~ > ~ ~ „ti o Q' ~
~ ~ Q NUMBER 6 T WNSH P CRAV N COUNTY
F ~ G~ . o
~ P~ ~p 0. THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES NOT ~ ?i Q ~P 4~ 9 • ~ P HAVE OC NOR R N < `o~' REFERENCE
CREATE A NEW STREET OR CHANGE OF AN EXISTING STREET; \ G ~E y ~ ti~ ~ ALTA ACSM LAND TITLE SURVEY FOR. Q r
1. DEED BOOK 1605 PAGE 242 Q'
G ~ t~ \ ti• ('j 2. COMPOSITE MAP FOR:
~ O CIESZKO FAMILY PROPERTY, LLC r BY: JAMES C. SIMMONS & ASSOC., P.L.S.
SURVEYOR REGISTRATION No. ~ ~ . m~ ~ ~ DATED: FEBRUARY 11 2004 / ,
~ ~ 3. ALTA SURVEY FOR: No. DATE BY Description
I JOHN R. BRADNER CERTIFY THAT THIS P TWA A \ 'S- LA S DR WN UNDER MY SUPERVISION / ti~ CATAWBA ROAD, LLC > , SCALE. 1 =100 DATE. NOVEMBER 16 2005 REVISIONS
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, DEED DESCRIPTION RECORDED \ G~ \ BY: TRUE LINE SURVEYING, P.C. ~
IN K y 600 PAGE THAT THE ERROR OF CLOSURE IS 1:__~Mr_; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS oATEO: OCTOBER 9, 2003 REVISED: JANUARY 24 2006 4. WETLANDS SURVEY FOR: ' DRAWN BY KM
AMENDED. WITN SS MY RI INA I 9 o E 0 G L S GNATURE, REGISTRATION No., AND SEAL THIS ~ LAST REVISED: FEBRUARY 13 2006 DEPARTMENT OF THE NAVY, ~
-DAY OF 20__. ~~~M NAVAL FACILITIES E, APPROVED BY
\ \ MARINE CORPS AIR STATION, 0~ 100' 200'
~ \ CHERRY POINT N.C. CHECKED BY
SURVEYOR REGISTRATION No. O a BY: SUITT & ASSOC, P.A. OCTOBER 25, 2005 DATED: MAY 10, 2000 i DATE
a 43' M d' 5. DEED BOOK 336, PAGE 61
STATE OF NORTH CAROLINA G 6. DEED BOOK 1878, PAGE 672 t TITLE
°o COUNTY OFNY_~___ / S N \ 7. MAP AT DEED BOOK 1878, PAGE 675 Dewberry & Davis, Inc.
.A 8. DEED BOOK 2179, PAGE 630 561 PINEY FOREST ROAD
~ I, REVIEW OFFICER OF COUNTY, CERTIFY THAT THE MAP \ 9. DEED BOOK 1570 PAGE 415 PARTY CHIEFS: ERNES & POWELL DANVIILE,VA24540 ' FIELD BOOK 742, PAGES 68-80 PHONE: [phone]. DEED BOOK 1420, PAGE 218 FAX: 434,797,4341
OR PLAT TO WHICH THIS CERTIFlCATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS ~ FOR RECORDING, '9 0 11. DEED BOOK 997 PAGE 643 FIELD BOOK 746, PAGES 7-14 FI : - LE 80263900/wm havelALTArev
Q 12. DEED BOOK 1731, PAGE 51 Matlt! Chef ~ ~
v / Q - - / / / BY ~
A REVIEW OFFICER DATE \ Q a, N264C / er ~~c~Pa
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E s PROJECT No. 80263900/WM-NAVE
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GENERAL EROSION NOTES
A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS
DRAWING (-SITE MAP-), THE STANDARD DETAILS, THE PLAN NARRATIVE,
ATTACHMENTS INCLUDED IN SPECIFICATIONS SECTION 02370 (-SWPPP-),
PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM
WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE
STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF
ANY STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIARS
WITH THEIR CONTENTS.
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY
THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED
AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT
ALL PHASES OF CONSTRUCTION.
D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM
TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS
APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED
BY PERMITTING AGENCY OR OWNER.
E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY
CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS
MUST BE MAINTAINED ON SITE AT ALL TIMES.
F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL
OR AS REQUIRED BY THE GENERAL PERMIT.
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING
AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT
MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA
FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.
H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.
I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS
SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND
CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND
OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION
OPERATIONS IS PROHIBITED.
K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL
BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM
LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER
DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED
ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE.
M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS
STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.
N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS
PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS
SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE
GRADING PLAN AND/OR LANDSCAPE PLAN.
0. IF THE AC71ON OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION
ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT
OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER
A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO
INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS
CARRIED OFF THE SITE.
P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING
SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH
THE STABILIZATION OFTHE SITE.
R. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED
FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST
MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT
REQUIREMENTS.
S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING
PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.
T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION
CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION.
U. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY,
THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND
PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
MAINTENANCE
ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,
AND IN THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE
MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED
FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED
BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND
REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED
OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED,
AND RESEEDED AS NEEDED.
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS
IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES
WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.
4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC
RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE
CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD
CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY
REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS
CONDITIONS DEMAND.
6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE
MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT
SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE
DESIGN CAPACITY HAS BEEN REDUCED BY 50%.
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SOIL TYPE (AT OUTLET PROTECTION)
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SILTY CLAYEY FINE SAND (SC)
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PHASE I EROSION AND SEDIMENTATION CONTROL PLAN
SITE MAP I 11, Dewberry
SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
CONSTRUCTION SEQUENCE
JAN
FEB
IMAR
APR
MAY
JUN
JUL
JAUG
SEP
OCT
NOV
DEC
IJAN
FEB
MAR
APR
ROUGH GRADE / SEDIMENT CONTROL
TEMPORARY CONTROL MEASURES
STRIP & STOCKPILE TOPSOIL
STORM FACIU71ES
TEMPORARY CONSTRUCTION ROADS
FOUNDATION / BUILDING CONSTRUCTION
SITE CONSTRUCTION
PERMANENT CONTROL STRUCTURES
FINISH GRADING
LANDSCAPING/SEED/FINAL STABILIZATION
+ 1 < C
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SEQUENCE OF CONSTRUCTION
PHASE I
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2. INSTALL ALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION
Q� ACTIVITIES THAT DISTURB SITE SOIL AS SHOWN ON PLAN.
3. PREPARE TEMPORARY PARKING AND STORAGE AREA.
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING
AREAS: TRAILER, PARKING, LAY DOWN, PORTA POTTY,
WHEEL WASH, CONCRETE WASHOUT, MASONS AREA,
FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE
CONTAINERS, ETC., DENOTE THEM ON THE SITE MAPS
IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS
\\ \ \ >\ AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
\ I \ \ \ 4. CONSTRUCT THE SILT FENCES ON THE SITE.
-NOTE: 1 \ \ \ \
50'-RFPARIAN�TREAM \ \ 1 \ \ \\ \ \ J ,226 ���E
BUFFER (ZONES 2)
- SHALL-NQTT BE DIST RBED
F 1 0)
HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING
CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL
CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER
PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND
DISTURBING CONTRACTORS BEFORE PROCEEDING WITH
CONSTRUCTION.
�y \ 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS.
---
An, �3ps M. --- �g ,13 S \ �- \\\�, 6. STABILIZE BASINS.
S •12� X84 Os \ 7. CLEAR AND GRUB THE SITE.
4 \ B 36 E g 42 •s3, - \ \\ \ \\ \
�1' PHASE II
-SB-1
1. INSTALL STORMDRAIN STRUCTURES AND PIPES AS SHOWN
EE DEI�IL) L SET IN _ Jti`� \� \ \
(INTER19R CONTOURS REFLECT FINAL CO DI i EK 1 - 18-P E / r \s Of, \\ \ \\�\ .> 2. INSTALL EXCAVATED DROP INLETS (EIP) AROUND THE DRAINAGE
�� / E -24.98 D D -,,1��.,, \ \ \ �,�f�o! \ . \\ \\\\\\tic STRUCTURES AS SHOWN.
ZONE 2 / \ B , �G� \\ \\\\
I -- \2p,1,� ��\ 3. INSTALL DIVERSION JUST INSIDE THE PROPERTY LINE BESIDE THE
/ _,,l \\ \ \\\ STORAGE BUILDING OWNED BY WILLARD & CYNTHIA CAPPS AS SHOWN.
/ J / UNDISTURBED AREA \\ �o o \ n�o��� v 4. IMPORT SOIL SURCHARGE STOCKPILE OVER BUILDING PAD AREA WITH
II® ♦ - ♦ - r ♦ r ~ \ A MINIMUM OF 1% DRAINAGE ON TOP OF THE STOCKPILE.
\ �\ \\r 'F ♦ ''�-♦-.- .. ®®� \� TORMWATER OUTFLOW �'�� �� \ \ �2
5. TEMPORARILY SEED SOIL SURCHARGE STOCKPILE.
W8Ni0UNNAIIITFOWAffTMT �\ i 6. MONITOR SETTLEMENT OF SURCHARGE AS DETAILED IN THE
\' ♦ \ \ • TO 0110Y fl APPROXMATMY �� \ \. /
� � i�' PAD PREPARATION NOTE ON THE COVER SHEET.
x I \\ TS C - > \ \ ` `Jr. / 7. AWAIT DIRECTION FROM GEOTECHNICAL ENGINEER PRIOR TO
1 i n
/ I I \1 I i �/� _ - i \\ \ \ \ < ,O60�, � REMOVING ANY SOIL FROM THE SURCHARGE STOCKPILE.
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PHASE 3
/ ® ♦ \ �\ \ \\ 1. TEMPORARILY SEED DENUDED AREAS.
I I 1 r 1.5' THICK x \� 1 I \� ® r`r \ \ \ �� 2. INSTALL UTILITIES, UNDERDRAINS, REMAINING STORM
I
SF ( I I 110' IDE LAYE \ ✓ 1 1 - -� ® \ \��\ ���5 �� \ \ `\ \\` ® \ STRUCTURES & PIPING, CURBS AND GUTTERS.
I OP 1 - - -- - - --_ _ -- -=�. j� \ \ �„ \ \ \\\\ ® \ \\ 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES.
II I \ I �` i IRO P�CLASS e \ L , 1„- I ( _ ✓ �\ / \ �\\ ,��9 \` 4. INSTALL INLET PROTECTION AROUND ALL STORM
- - - - - o J - \ `b� \\ SEWER STRUCTURES.
- J L_ - - _ - - - - - 1 1 ® 1% \ \ \ Q � 25% \\® \ \ \ 5. PREPARE SITE FOR PAVING.
I BUILDIN QOTPRINT taseN \\ \ \ \ \ 6. PAVE SITE.
\ / 7. INSTALL INLET PROTECTION DEVICES.
DD 1 \ \\ \\ ®\�\\ \ 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING
30' ELECTRIC I \ \ I ® \ ® A' \\\ \\ ® \\� \\ AND PLANTING.
9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT
li EASEMENT I \ u / SOIL TYPE (ON-SITE) \ \ ^ - - % ° `\ ® \ \\`\ \\\\\\ CONTROL DEVICES (ONLY IF SITE IS STABILIZED).
Z I SANDY CLAY (CL) xi ® L - \ 5 \�\
( SILTY CLAYEY FINE SAND (SC) t --I - - f - -� \ , SB -2 \\ \ \ \\\ \P
n.l 81 ® \ 1 (SEE DETAIL) �\�
LLI \ \ \ INTERIOR CON URS REFLECT FINAL CONDITION
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D)WNAGE AREA FOR SB -1 ® BUILDING FOO PRINT
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IMPERVIOUS AREA
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Wal-Mart Site
IMPERVIOUS AREA
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SEEDED AREA
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WAL-MART TRACT
DISTURBED AREA
23.10 AC±
ROAD IMPROVEMENTS
DISTURBED AREA
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TOTAL
DISTURBED AREA
25.3 AC±
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nl I % I I I 'X�1X' (SEEPETAIL)
D I 1 I I \\ \ \\\\ \ DISPOSED OF ONCE CON
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W \ WILLARD H & CYNTHIA A CAPPS I I (SEE [�jETAIL) I (SEE DETAIL)
\ ® \ /I o �� I 1 (� ®®® LIMITS �F DISTURBANCE I BLANKET /MATTING
\ \ \ 1 I �II \ / °�o� I~ ( I ISI®®®®® DRAIN I E AREA I B/M (NORTH AMERICAN GREEN -5e°R�23. \
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Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
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1 2/21/06 JLK MISC. REVISIONS
No. DATE BY Description
_VISIONS
DRAWN BY JLK
APPROVED BY
CHECKED BY
DATE OCTOBER 25, 2005
TITLE
Erosion &
Sediment Control
Phase I Plan
PROJECT NO. 80263900
SHEET NO. OF

1 2 3 4 5 6
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I ,k ~ ~ ~ ~ SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ..k d 6 6
\ 1;. I 1 1 \ \ w.~M u~' ' °r ~ r. NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
~ ~ ~ . V CONSTRUCTION SEQUENCE JAN FEB MAR APR MA JUN JUL AUGSEP OCTNO DEC JAN FEB MAR APR Dewberr & Davis Inc.
~ \ ~ ~ VICINITY '~.~~°u.<,~t;~.~ I 1 ~ ~ \ \ ~ MAP t ~,~,~~'k.x: tr :1 flh't ~ . ~ 5 Y u~~(4ir'. V V ,,.,k.~ ~'r ~ 5S1 PINEY FOREST ROAD _„r.,;.~;, M ~ ~ ROUGH GRADE /SEDIMENT CONTROL
NLB, ~ ~ ~ ~ y, is ~ . ~~r.~., ~;:C,,~. I ~ ;'s:;y ;s„'r~ r DANVILLE, VA 24540 t i I TEMPORARY CONTROL MEASURES PHONE: 434.797,4497 .'k, FAX: 434,797,4341
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M ~ ti ~ ~ ~ o ~ ~ ~ 1 1~ ~ \ } 1 1 5\ 1 R I J - )I;1~ri r^~f k Fri I' Sjl R}11. 1~ ~i 5 . I ~15 r c .1 r ~ ~ 1 1'dg l ~ r 'I ~ r I y tit', i,l ~f~~u.~ uD 4~. ~ ;I , ~a a NJ 1 CGP i i µl ~,pl 151. r( r Lti. 7 ~P r ~oV Y,
~ / 1 `1 ~ u, 1 ~ b c ;,Y f K;~V. ~I~~td,~r/ 1 ~ I? 1~ I 'I 1 ~ Jr vrt `fir°~'~~ r 71,1 y\~ X11 \ l I.',..I l~ ~.4i [+~ro?. n Y ynY ~ } t \G 4p../ C~ r , t r ~ ~r~v~a, {Y~r+vi, ~k4 '',yi c. ~c n~a:yl~, i~.r'~~~11 v ~i'~'S.uwr, t ~,,J;.: ^ e',~hr ,?I,.,:Y.~~~; ~j ,`dr'r a'..}i ~ ,~Yi r~ r.~r~~iA .r r~.
I 1 t ~ t ~ ~ 1 1 1 ~ ~ UNDISTURBED ARE ~ , ~ A ~ ~ V WN I '?I~ rPY~ ,nl S{j ll Jl cll{:Irf, i, „+1 1 u is 1~ I 1 r 1 I r rt~r ul~l 'I~ I rn?v 1~>~ ~J 1. DE ELOPER 0 ER. > ~ , r ;f r ~ , , , il .y :y.,, , r•,. ~ 1
~ I 1 a 1 1 1 ~ \'1 1 WAL-MART STORES INC.
z ~ \ ~ a ~ 1 1 \ \ ~ I ~ 11 ~ ~ 2001 SE 10TH STREET
\ ~ 1 1 1 9. BENTONVILLE, AR 72712 SEQUENCE OF CONSTRUCTION
\ \ 1 \ ~ \ ~ ~ ~ ~ a 1 \ 49: \ ~ ~ 479-273-4000
\ ~ \ ~ ~ \ 1 ~ PHASE I SITE OPERATOR/GENERAL CONTRACTOR; ~ INSTALL STABILIZED CONSTRUCTION ENTRANCES.
\ ~ ~ ~ , 1 \ \ ~ 2. INSTALL ALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION
\ \ ~ \ 1 ~ ~ ' \ \ ACTIVITIES THAT DISTURB SITE SOIL AS SHOWN ON PLAN.
~ \ \ ~ 1 a I ~ , \ SOIL TYPE (AT OUTLET PROTECTION) Q~ 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. SUPERINTENDENT; 0 ~ UPON IMPLEMENTA110N AND INSTALLATION OF 1HE FOLLOWING
1 \ \ ~ 1 E , 3' \ 1 BLACK SILTY SAND (SM) AREAS: TRAILER, PARKING, LAY DOWN, PORTA POTTY,
~ ~ 1 2' ~ \ 1 SILTY LAYEY F E D ~ \ C IN SAN SC ~ O ~ q.q I ~ \ \ ~j \ \ ~ \ ` WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, ~ 1 ~ \ FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE
x I I s ~ ~ ~ ~ s. \ ~ \ ~ \ 1 \ \ O ~ CONTAINERS, ETC., DENOTE THEM ON THE SITE MAPS
~I I I \ ~ ~ 1 \ 9. ~ \ \ \ IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS 0
I ~ r ~ ~ -NOTE: \ \ I AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS, ~ \ \ \ \ \ 6~ 4, N T THE SILT FENCES ON THE SITE, ' \ \ 2, CO STRUC
~ ~ \ ~ 4 ~9, \ ~ ~ 50 -RfPAI~AI~STREAM v 11 \ V1 \ ,2 ~~E IM ~R HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING
1 ~ \ \ \ ~ ~ ~ BUFFER (ZONES 1 2 ' A GAG a9 F MPa. G NERAL Z ,2 G ~ti~ CONSULTANT TO PERFORM INSPECTION 0 B E
- > .~z a4 _ _ -Ski~?LL~IOT BE DIST RBED d J•' 1RA T R SHALL SCHEDULE AND CONDUCT STORM WATER Q1 ~ CON C 0 Q RBED PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND Z
~ i - - ~ - _ ~ ONTRA T RS BEFORE PROCEEDING WITH ~ ~ ~ ~ \ DISTURBING C C 0
~ ~ ~ 9~ '13'E , \ ~ CONSTRUCTION. W W ~ ~
l0 ~ ~~~5' ~ AMP ' 5~E $ ~ S Nf A \ S ~ 8'36 AREA g2y2 i X58,94' oS~ , ~ ~ \ 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. ~ Q \ ~ ~ ~
~ ~ \ 6. STABILIZE BASINS. O = , t ~ \ \ 7. CLEAR AND GRUB THE SITE, ~
GENERAL EROSION NOTES 1 ~ i ~ h-- - y ~ ~ ~ ~ \ 0
-1 i u / ~ / --~-"z II ~ L SET IN ,/SEE DETAIL ZGI~E ~ - ` \ \ PHASE II Z ~ ~ ~ ~ \
1 1-C` ~ ..1 18 P A, THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS INTERI R I:VNTOURS . EFLECT FINAL CO I ~ % o E ~ \ S ~ \ ~ 1. INSTALL STORMDRAIN STRUCTURES AND PIPES AS SHOWN Y p, ~ \ 1 ~ \ \1tio ~
„ ~ 9 R f E 24.98 / DRAWING ("SITE MAP THE STANDARD DETAILS, THE PLAN NARRATIVE, I ~ \ < ~ ~ Z DD o. ~ ~ ? 0 \ f \ ~r \ \ 2, INSTALL EXCAVATED DROP INLETS (EIP) AROUND THE DRAINAGE J
ATTACHMENTS INCLUDED IN SPECIFICATIONS SECTION 02370 ("SWPPP"), I ~ ~ ~ ~ J . ONE p I ~ ~ 2 / ~ ~ \ 0 PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ~ ~ ~ \ ~ Nf \ ~ ~9 , ~ ~ STRUCTURES AS SHOWN, Q
~ ~ / ~ ~ ~ ~ 1 ~ ? 1 y \ y I N TIN IDE 1HE PROPERTY LINE BESIDE THE
B, ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM ~ f ~ ~'f WATER POLLUTION PREVEN110N SHALL OBTAIN A COPY OF THE ® k ~ ® ® r ?w ~ UNDISTURBED AREA ~ o \ d ~ ~ 3. INSTALL DIVERS 0 Jus s _ \ .F \ + \ ~ ~ a ~ ~ • ~ STORAGE BUILDING OWNED BY WILLARD & CYNTHIA CAPPS AS SHOWN. J
II ~ ~ ~ STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF ? ~f~. ~r ~ ~ , _ \ 2 ~ ~ Z 2 4. IMPORT SOIL SURCHARGE STOCKPILE OVER BUILDING PAD AREA WITH
® \ \ ANY STATt NATIONAL POLLUTANT DISCHARGE ELIMINA110N SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIARS ~ \ x. - -x-M- ~ \ ~ ~ ~ ~ ~ A MINIMUM OF 19 DRAINAGE ON TOP OF THE STOCKPILE. ~ TORMWATER 0 TFLOW ® ~ J ® I ~ ~ o.
WITH THEIR CONTENTS. N \ ~ ~ ~ ? Mb tA~lAl~ IiBRARt(1MAT ~ \ ~ ' ~ \ ~ \ , / 5. TEMPORARILY SEED SOIL SURCHARGE STOCKPILE.
~ 24 ~ ? \ 11D BAPDY fI1V~l APPli0l0dA1ELY / \ 1 ~ ~ ~ ~ i~ ,
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY I 6 T NA T PRA TI A IMP M N THE SWPPP. ADDITIONAL BES MA GEMEN C CES SH LL BE LE E TED N x I ~ \ \ NORT}~ ~ o \ ~ / iii \ ~ i ~ 6. MONITOR SETTLEMENT OF SURCHARGE AS DETAILED IN THE \ \ ~ ~ ~ ~i ~ PAD PREPARATION NOTE ON 1HE COVER SHEET. , < t6 r ' ~ % i i
AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ~ D ~ I \ \ \ ,p6 - ~
ALL PHASES OF CONSTRUCTION, e ~I ~ \ \ ~ ~i i ~ ~ 7. AWAIT DIRECTION FROM GEOTECHNICAL ENGINEER PRIOR TO ~ I~ 1 S \ ~ / i i REMOVING ANY SOIL FROM THE SURCHARGE STOCKPILE,
D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM z I 40.5 ® > 2 ~ i~ i \ \ / ~ \ ~ RGQ 0 ~ i
TO FEDERAL STATE OR LOCAL REQUIREMENTS OR NANUAL OF PRACTICE AS ~ 1 ~ ® - ~ ~ \ ~ \ ~ PHASE 3
APPUCABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED I 11 I ~ BY PERMITTING AGENCY OR OWNER, I i 11,5 HICK x ~ 1 _ m ~ s i \ \ \ ® ~ 1s ® \ 1 1. TEMPORARILY SEED DENUDED AREAS,
~ I 10' IDE LAYE 1 ~ _ - ~ I p ~ _ - - ~ ~ \ \ z . _ ~ % j j~ \ \ ® \ 2. INSTALL UTILITIES, UNDERDRAINS, REMAINING STORM
E, SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS, PERMITS FOR ANY 1 ~ ONSTRUCTI N A IMPA TIN T WA R R R A WE ANDS I~ i ~ I OF LASS B ~ BUILDING FOOT PRINT C 0 CTiVITY C G S ATE TES 0 EGUL TED n I DD o 1 I 1~ ~ 1 I ~ i \ 1\ ~ STRUCTURES & PIPING CURBS AND GUTTERS. ~ , ~ ~ \ \ •9 i ~ ( 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES.
MUST BE MAINTAINED ON SITE AT ALL i1MES. o I RIP~RAP 11 _ ~ I I J ~ y ~ 9• 1. o \ 1 \ \ ~ i ?S/ ® \ \ , ` T PROTECTION AR N A TORM ~ ? ® Q ~ \ \ 4. INSTALL INLE OU D LL S
o F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL rte- - ~ ~ ~ _ \ - o I ® ~ 4i ~ 1 SEWER S1RUCIURES. ~ \
OR AS REQUIRED BY 1NE GENERAL PERMIT, I \ / ~ ~ ~ I ~ ~ \ ~ \ 5. PREPARE SITE FOR PAVING. I \ \ \ ~ ~ ® \ 6. PAVE SITE.
\ / ~'r- ~ G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING I \ / 41.5 ~ I D \ \ I \ ~ ~ \ ® \ 1 7, INSTALL INLET PROTECTION DEVICES.
AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 30'E I \ ~ ~ I MAINII:NANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA ( EASE I \ \ \ \ 8. I \ ~ ~ \ COMPLETE GRADING AND INSTALL PERMANENT SEEDING ® \1 o\~ 4 \ \ 1 AND PLANTING.
FOR LOCATING PORTABLE FACILITIES OFFICE TRAILERS AND TOILET FACILITIES. \ / TYP - ITE ~ - ~ ~ 1 SOIL E (ON S ) _ 1 ~ \ f \ ~ * a \ \ 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT
1 ( SANDY CLAY (CL) H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT 1 I SILTY CLAYEY FINE SAND (SC) I ~ \ ~ \ CONTROL DEVICES (ONLY IF SITE IS STABILIZED). ~ \ \ p I B-2 \
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. ~ ~ \ \
I, SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS -O'~ I (SEE DETAIL) \ \ SEAL I TERIOR CON URS REFLECT FINAL CONDITION \ ~ CA h
I A TO NTAIN AN I I~ F~~~ I SHALL BE MAINTAINED ON SITE OR READLY AVA L BLE CO D ~ _ \ \ \ \ P••• ••.N
CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. I ~ ~ 1 I ~ I \ ~ I® d 1 \ \ ssr I ~ \ ~ FtG o \ \ \ ti . ® \ I \ \ \
J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND \ I ~ r~ I ?
OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION 1 I 42.5 OPERATIONS IS PROHIBITED. ~ I \ \ I ~ ~ NAIL SET IN UTILITY in ACRES aeo ~ . o
T \ 1 ~ \ \ POLE CP&LNPB74 $ i~p . I ,2z•W 284.36 \ s , Z ZI r I ~ N 3106 ® ELEV.=26,86 ~Pra° Q.
TH R H MA RIA 5 SHALL I I K. RUBBISH, 1RASH, GARBAGE, LITTER, OR 0 E SUC TE L \ I BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM I \ 1 r - _ \ IMPERVIOUS AREA 16.26 ACf ~ QINF,•
LEAVING THE PREMISES THROUGH THE AC110N OF WIND OR STORMWATER \ \ 1 \ I ~ \ _ ~q p ~ \ a Wal Mart Slte N aP,~ ® ~ \ \ \ v K. B NOTE: ® \ , u V N ~qumuu~n
DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF 1HE STATE, ~ 'Ifs I I~ ~ \ ~ ® PROPOS~D GRADES 1 ~ \ ~ a'•~ ~r
\ L, ALL STORM WATER POLLU110N PREVENTION MEASURES PRESENTED I I \ \ ~ \ ~ ~ z ~ . IMPERVIOUS AREA 0.91 ACf AROUND BUILDING P D ® \ ~ ~ ~ 0 I 1
Cj ON 1HIS PLAN, AND IN THE STORM WATER POLLU110N PREVEN110N \ ~ I PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 1 ® 1 Off-Sete KEY PLAN '40y INDICATE ~URCHAR I \
~ ~ 1 / ffi~ ® . 1 \ ~E ~ \ ~ SEEDED AREA 8.13 ACf
M. DISTURBED POR110NS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS 1 ~ I STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE I 1 ~ , ~ ~ ~ ® ~ \ \ \o _
U. AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST I 1 ~ ~ i ~ \ \ WAL MART TRACT \ 23.10 ACf ~ ® \ \
CONSTRUCTION ACTIVITY OCCURRING IN 1HESE AREAS. ~ ~i' ® \ 1 I 1 ~ d CIESZO FAMILY PRORE~TY, uc \ DISTURBED AREA ~ N > \ \
~ i`- ~ \ N, DISTURBED PORTIONS OF 1HE SITE WHERE CONSTRUCTION ACTIVITY HAS 1 I 1 / ~ \ ® \ a ROAD IMPROVEMENTS
PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS I ~ I ~ . ~ ~i ® I ~ ? ~ ~ , \ nic?Tiinnrn 2.2 ACf
SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST " I ~ ` I ~ ~ 41.5
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE I ~ ~ ~ ~ I ~ _ I \ TOTAL
GRADING PLAN AND/OR LANDSCAPE PLAN, I @EdG11Ed9~ D ~IAGE AREA FOR SB-1 ® _ _ _ _ _ _ _ _ ~ NAIL SET IN ~ I °I° ~ ~ ® ~ 25.3 ACf \ DISTURBED AR A T E
O.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION P0~ ~ r y ® \ \ ~ DRAINAGE AREA FOR SB-2 ati SCALE
ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT Cp~~J,1PABB I ` I ® ~ OR MUG, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER ELEV.o28.32 I ~ I ® BUILDING FOOT PRI~1T ~ 1 ~ \ ~
P I N MST MADE TO DD A PUBUC ROAD. IF WASHING IS USED, RoV15 0 S U BE 1 L_ _ _ _ : _ _ CONTRACTOR SHALL T MPORA~Y COVER NT F R IT I - INTERCEPT THE WASH WATER AND TRAP THE SEDIME BE 0 E S ~ ~ ~ -I I STORM STRUCTURE TO PREVE SOIL FROM \ ry I Q ry .R . ~ti
CARRIED OFF THE SITE. ~ ® N~ 2 ~ q =ROM I ? ~ z \ ~ ~ . h ~ eo ~o eo
L,- - - _ .._,1 ~ ENTERING STORM SYST M UN IL SURCHARGE P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES IS REMOVED I HARGE . _ I ~ ~ y ____I_ ~ i evEo
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. ~ _ 40.5
x Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ~ - ~ ~ (n~ P'te' )
SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OFTHE SITE.
W ~ a 111 ti I ~Q ~ \
R, ON-SITE do OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED d ~ ) ~ - ~ - FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST 0 I rr ~ \ \ . I I z ~ 1 \1\\
DD MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE d a DITCN AIN LINK FENCE ©I \ \ \ \
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT ~ ~ REQUIREMENTS, Z - - - ~ ~ I OH DANIEL E ~ N R SMITH I ~ 11 1 ~ I I V A\\ \~1
W I DITCH ~ _ ~ ~ / . .i' J I I I ® \ I ® \ \
S, SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING ~ ~ M _ / I . PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION, ~ ~ D I ` ~ ~ TEMPt~RARY STONE CONS RICTION TEMPORARY SEEDING, 1 I \ \1 ( ENTRAINCE (SEE DETAIL) (SEE DETAIL) \ v
Q, _ ; ~ _ ~ I I ~ 1\ I ® s\ 36" CMP @MIN. 0.3% SLOPE wl MIN.
~ ~ ~ _ - _ _ _ W T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, 0 Q ` ~ - _ - 'I t_ ~ _ - ^ I > CONTF - I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION t7 ~ _ , _ - ,~J a BETWE CONTRAI;TOR SHALL ESTABLISHIA DIVERSION I \1 1.0 COVER. PIPE TO BE REM VED > I o ~ I T F AND HE PROPERTY \ ~ BETWEEN THE S L ENCE TI \ DISPOSED OF ONCE CONSTRUCTION
CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC,) TO PREVENT EROSION. N - _ ® n ' - - V' TO CAf o I SEDIM NTATION I SILT FEN E TEMP FILL DIVERSION ~ \ TO CARRY' WATER FROM BEHIND THE EXISTING \ \ ENTRANCE IS REMOVED.
~ -~Z--- 1 I III I I I ~ ~ ~ - - - 1 ® ; BRICK TAI D AT THE END OF EACH WORKING DAY = - F U, ALL CONSTRUCTION SHALL BE S B UZE ~ , ~ _ ` I I I ~ ~ ~ a W I ~ r SEED TAIL X X > BRICK B LDING TO STORM DRAI INLET DI 20 ( F ) SEE DETAIL \
THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND I - - - - - , J" ( Q ~ I \ I ® I I I \ ~
P A M NT F RAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUC110N. ~ . , ' I I / ~ I ~ L CE E O G ~ i x W 20x40 23x46 xl I ~ I I c Tn I I \ \ I I RICHAhD G ~ CAROL B RICE \ \ \ \ ry 1 2121106 JLK MISC. REVISIONS
( 2' dee ~ 2' dee ~ de p ~ ~ ~ a z \ p p 35x70 ~ I I ~ 1\ ~ n, I I i TEMPORARY SEDIMENT BASIN 1 \ ~ ti I \ ~ No. DATE BY Descri tion
~ Bot. Elev. 25.50 Bot, Elev. 25.50 t. filev. 25,50 2' deep I WILLARD I 1 \ r P OUTLEIiPROTECTION, SEE DETAIL \ \ _ • WILLARD H . & CYNTHIA A CAPPS I I ( ) ® \ h ~
Y W Z ~ V ~ I Bat. Elev, 25.50 = I z I ® ~ REVISIONS I (SEE DE AIL) I vE
J ~ ® U J 'r I W I I BLANKET /MATTING \ ,vE I I ? 9
Z d / ° I~ ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, _ ~ ~ ~ ~ r I E \ JLK I I LIMITS 0 DISTURBANCE I (NORTH AMERICAN GREEN ~ .2 DRAWN BY ~I®®® ',N „ ce
A TI ~ ~ 1 0 AND IN THE STORM WATER POLLUTION PREVEN110N PL NA ON, SHALL BE ~ ~ \ I I ~SOo I I I C-125 OR APPROVED EQUAL b a 3. I ) ~ ,z
MAINTAINED IN FULLY FUNC110NAL CONDITION UNTIL NO LONGER REQUIRED \ ~ / c I • N FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. I \ ~ ~ I APPROVED BY I I I TO BE INSTALLED ON ALL SLOPES \ ® I~ DRAINAG AREA 9 d
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED I ~ / I I \ ®i I QZ~• \ 1 I I 3:1 AND STEEPER v, , \ CHECKED BY I I
BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS \ ~ ~ I I / ~ OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, ANO ~ \ \ I I I ~ VA v v1 I I DRAINAGE FLOW ARROW so ~ 1 ~ OCTOBER 25 2005
REPAIRED IN ACCORDANCE WITH THE FOLLOWING: ~ ~ I ( I 1\ \ ( DATE ' I EXCAVATED DROP INLET I o wl APPROX. SLOPE e \ \
a ~ ~ V I ` "'I I 1, INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED N ~ ~ p I 1.0 /o ®,z~.
n OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION, i? I ~ ~ I ~ ~ I ' r ~ ~ I PROTEC1110N (TEMP.)(SEE DE~'AIL , e- I ~ ~ ~ TITLE ( I .~~G ,2 ~ \ \ \
o W I i~ \ I ~ I I I tai I \
N 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A i~ _ _ i ® ~ I ~ I I I 1 J I I s \ - BUILDING FOOTPRINT ~ \
1O GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, ~ ~ 1 \ ~ / ~ A N r I \ d l I EXISTING a N AND RESEEDED S EEDED. ~ ~ ` \ ~ I I I I I ~ ,
N ~ \ ~ I BILLBOARD v W I I d•~, ~ rosion I ~ ~ d w I g ~ ~ .
\ 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS z ~ ~ I > \ I I / TO REMAIN ~ IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES > W I Q M N N 72 \ \ ~ _ U I Q ~ 11 11 • \\'G ~ \ p' I Z d I rn > I N N N ®®1~ p' c~ d Q ® e amen on ro ~ W I ~ I M N ~ II ~m
_ I ~ ~ °lo I ° WHEN IT REACHES ONE HALF THE HEIGHT OF THE SILT FENCE, 0,50 \ I I / ~ ~ ~ ~ / z U I ~x r• ~ , r I ~ ~ 11. ~ 4,8®®®®® "°Z g5 I NaN n tD ~ I N > ®
D ) I ~ o A I I O Y IIU~ I ~ I N Z I ®®,r®®®® ~ Z U - Z
4, THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDI110N / \ I / a / ~ ~ o ~ Z~n~` ~I N III _
~ WHI H PR NT TRACKING OR FLOW OF MUD ONTO PUBUC r I ~ / I ~ ~ C WILL EVE o E , > RIGH15-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE I~, ~ ~ I N i N I - ~ ~ N i~ , b~~~ rc~ z ~ Rid' H PR
a 1~' N 11 N NTRAN S A CONDITIONS DEMAND. ~ CO STRUC 0 E CE S - ~ ~ I P19J 61 E ®(fl°I ~ „E ~ ~ ~ ~ oHU- D A - OJECT NO. $0263900 ~ ~ ~ i ~'~N - EXISTING PAVEMENT TO BE
i 5, THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD ~ ® I ~ ~ ® - - - - x(,ATEx_ GATE x~~ ~ - _ ~ - - - SS J~ i~l~ ~ REMOVED AND DISPOS D
CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY ~ ~ OHU
c.v REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS SEE ROADW y / ~ _ - . 1 V~~ o CONDI110N5 DEMAND, PLAN (SHEET 8) / - - _ _ - ONU - ~ - - t -S6 0 ~ . - -
o FOR E8S IN T IS ti - - _ - _ - - - - -aT; ~ _ -
~ 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE AREA ® - ~ ~ ~ ~ ~ _ _ _ - ~ - _ - _ - - - - _ _ - - - IGHW
o MAINTAINED IN OPERATIONAL CONDI110NS AT ALL TIMES. SEDIMENT - THE ~ ~ ~ 1 ` ~ SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE Q ~ - _ - . k~-~-'«--~ \ ~ - - - - _ _ _ - - - _ - - - - _ _ - ~ U.S.
n DESIGN CAPACITY HAS BEEN REDUCED BY 509;. Q ~ - - ~ _ _ _ ~ ~ x _
N EXISTING PAVEMENT TO BE - - - - - o ~ 'f''~' - _ Hu REMOVED AND DISPOS D ® r-- - _ - - _ - _ _ _ i _ _ y ~ - - - - _ - ® SHEET NO. OF
a

1 2 3 4 5 6
, . ~
UNDISTURBED AREA 1 i
Lurllnalre Schedule
M ' ~ Pro ect! Att Pro ects
STOP SI(01 TYPICAL, SEE DETAIL SHEET \ 9. q \ S Mbol Qt Label Arran event Lurhens LLF > LLF Descrl tlon
aI ~ + ~ 6 FV SINGLE 120000 0,750 0.750 GFRS-2-1000-PSMH-CT 39' POLE 3' BASE
B AREA STRIPm AT SYSL/4' AT 45' 0 2'-0' O.C, M 1 ~ ~ 17 BV D180 120000 0,750
~ ~ \ ~ 0.750 GFRS-5-1000-PSMH-CT 39' POLE 3` BASE • WAL-MART 184, 305 + - Dewberry & Davis, Inc.
PEDESTRIAN CROSSWALK WITH 4' WIDE PAINTED WHITE STRIPING PARALLEL TO DIREC110N + 5 KV 3 @ 90 DEGREES 120000 0,7 0 , ~ 5 ~ OF TRAFFIC AT 2-0 O.C. AND (1)-8 WHITE STRIPE PERPENDICULAR ON BOTH 0.750 GFRS-5-1000-PSMH-CT 39' POLE 3' BASE STANDARD SPACES 812 SPACE 661 PINEY FOREST ROAD DANVILLE, VA 24540
ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. ~ a• ACCESSIBLE SPACES 21 SPACES PHONE: 434,797.4497 ~ ~ FAX: 434,797,4341
PmESTRIAN CROSSING SIGN Wlla-2 AND Wlla-2p TYPICAL AT PmESTRIAN I CART CORRALS 16 SPACES
CROSSWALKS AS N01ED ON PLANS. I k + ~ , \ ~ F ~ , . I
E 11gD PAINTED YELLOW ON PAVEMENT TYPICAL SEE DETAIL SHEET. I 9. \ ~'r. TOTAL PARKING 849 SPA ES C
~ \ s9. RATIO 4.61 1,000 S.F.
F NOT USm I \ 4• ~ r
EXIT PORCH. SEE ARCHIIECNRAL PLANS FOR EXACT SIZE, ~ ~69r- h I , 1. ALL CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE OF BUILDING
LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REOUIRm, x x + , RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. I ~ ~ 2, WAl-MART PREFERRED PARKING (5.0 SP/1,000 S.F.)
I J` x ~ \ 03, 4• CODE REQUIRED PARKING SPACES (1 SP/200 S.F.)
N 8'/ PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. I ?4N~, \ 40• Q
STORMWATER MANA EMENT P + ~ AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS G ~ 83 ' 3'E 3, PARKING LAYOUT MEETS WAL-MART STANDARDS WHICH IS WITHIN LOCAL
I FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH GNL PLANS. " ?OH ~ ~ ~'~S ~ y' S ^ \ f ~ ~ S '3B'3 ' A2'~2'~ ~ gB,84` ? S GS. + 6E g S. REQUIREMENTS.
~ 4' YNDE x 120' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. ~ 7 , ~ ~ ^ "~~1' . • _ 318' 4, PARKING SHOWN CONTAINS BOTH 80' AND 90' PARKING SPACES.
18x38-8 CONCRETE COMPACTOR PAD. REFER _ _ _ J ~ ? TYPICAL DIMENSIONS: WIDTH: 9.5'
K TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. N ~ x I J \ . DEPTH: 18' ONE WAY AISLES: 20'
I U 6' CHAIN LINK FENCE ONE. ~ ~ S v CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE N1TH LOCAL I x 25 SETBACK (TYP.) ~ lle, ~ S p~~ TWO WAY AISLES: 24' dt 30' 1~~ ~ \
L I ~ ~ ~ ~ ol. POWER COMPANY FOR DETAILS, (SEE DETAILS) PALLET 3 BALE S ORA ID f 1 f
...NE2 Q t, ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE (12' x 45) + ~ ZO ~ ~ t@~, ~V ~ \
M PARKING SPACE SIZE, SIGN AND SYMBOL VAN -INDICATES VAN I STD NCDOT STD NCDOT ~f 1 ~ ~ REASEINTERCEPTOR GUA ~ ACCESSIBLE SPACE) I GUARDRAIL END•TREATMENT RDRAIL ~ 2 ~ 1 h
(EE ARCH, PLANS ~'f ~ ) o ~ UNDISTURBED AREA I~
N PAINTED ISLAND TYPICAL UNLESS NOTm OTHERWISE STRIPES SHALL BE II *,,-x-x-x~ L N , , ~ J PAINTED SYSL/4 AT 2 -0 O.C. PERPENDICULAR TO THE PARKING SPACE I ~.x + ~ NCDOT ST ON TE ON TE 1 ' \
5EE DETAIL SHEET. ~ CURB & GU R M~-M X-% M-X--M-%--If-II i R 1
I ~ 2'-6" CUR890U1TER JTTER `
O NOT USm ~ I ( W I I \ ~Q / ~ ~
CART tBiAL TYPICAL-SEE DETAIL SHEET FOR WAL-MART iu \ : V• 7 10 • 8 P co In x I . \ 9` ~
CART CORRAL DETAIL / ~ ~ . r s r - ~ ~ ~ ~ ~ .~I' ')i~ !AI .L- ..~1=.I 1 1 I. ! ~ ~ } ltl,h ~I ~ ! Ilan ~~1~ I! / ,t.. ''r ! 1. ~ II I ~ -4 ~ h'. H1~ ~8 ~ f t a.1. I .i r~.' bt ti ~ ~ ~ 6~E / ~ ~ ~ b'~ , / \
10' X 15' STRIPm AREA PAINTED SYSL 4' AT 45' 0 2'-0' O,C. AT ,~B ih ~ ~ .''Y=, ~ } = „ „ : R:. Q / I . , , '-t'fEAIA~]BH~T~ I'FtVEhAEN - ~ ~ , f'~ - T - - - 10 ~ ~ i i! ii ~ r~,r . 1 ]t' r yrll ,l ~ ih ,,i. ~ il. f~ 51 ~ r. i ~ ~ Pr ~ i rl 4' A + 5y 2a/ i ~ \ b y 9 LEGEND FOR
CRANE LOCATION. SEE ARCH. PLANS I. • j, Z /I 5 I `a y Rl ! 1 n n } l~ , ~r' r y ~ r ~ 4 y,iC ~J Vin I 1 , i
E I 0 ~ ~~BV24«., ~ o' ~'xl~ir~l,~ 1,~`BV~~~ ~~~i~7n;r~r,H1'if~n~r~ ' ~ ~r ~ 1. ~ 1 „!i r R NOT USm I I 1 4 . ~'c.:a.~ ~ ~ ,f ~ ~ ~ ~r~rJ~ I~ ~ ~ i ~ ~ ~r., ~ PROPOSED IMPROVEMENTS
I I I I'. 11 ~ f 1 ~ n~ ~ 111: r`, II! d h r I:' ~ i PROPOSED BUILDING
~ r I. ..'?.p , Vim , , i~ C% a ,rS , $ 30 CONCRETE CURB AND GUTTER TYPICAL SEE PLAN FOR TYPE. SEE DETAIL SHEET. ( y I,s ~I I I L. I G K ry~F Q G 1~ I r r t ~
II I I I "136.9 . a~ a ~I,"' ~I;~, :~F~~;: ~ ~e ~ \ PROPOSED 18 CURB ~ ;r(
T PAINTED DIRECITONAL ARROW TYPICAL -SEE DETAIL SHEET . • : / I ~ . / ;y}'~ ~ a 6 G a ~f ''B C;, 9 AND GUTTER
U BUILDING SETBACK LINE PER ZONING ORDINANCE, FRONT 20, REAR 20, k SIDES 15 I ~ > ~1~ . ,~r H G ~ .,~.,1 0 ~ PROPOSED PARKING SPACES
I I~;'.' E ' 4I.~~~. 12'-0 WIDE PAINTED WHITE CROSSWALK WITH 4 PAINIID WHITE , 1 i~;: ~ :;'„'r ~ _
V " STRIPING 2'-0' O.C. PARALLEL TO 1HE DIREC110N OF 1RAFFIC I,•~`,~~;r?'q;i G ;:t;;':e;:') AND 1-8' PAINTED WHITE STRIPE PERPENDICULAR ON B01H SIDES, I G !'i--~' I'`+~.. ~ ~ ~ , ~ ?o \ ,a CART CORRAL ~ Q
(I> > 11^^ ir7: 1 1 1
W AISLE INDICATOR SIGNS TYPICAL (LOCATE ON SIZE LIGHT POLE WHERE APPLICABLE) I I I',~:;!'':a~r~t~ 3-15-05 13~~ e;,~.~~;;~ SEE DETAIL SHEET. I I ~ K ~ I lrfe.l "'G,'i~~ ~ ~i.:, , _M_x_N- 1 W O ;r;;: ;;~,:~;fi1'r~.~ ~ ~ ~ 6 CHAIN LINK FENCE W ~
s~ w BLACK & GREEN VINYL ~ ~
X TLE STRIPING SEE DETAIL SHEET I ~ 'i:` ~ OIL INTERCEPTOR ~''IF+~ I I ~ E I H (SEE ARCH. PLANS) COATING PER CITY OF ~ _
Y 'NO TRUCKS' SIGN. SEE DETAIL SHEET. I I:~~ } ~;rl ~ ,~~rh ~ I~r, , ~ , , x STORMWATER MANAGEMENT POND .o HAVELOCK STDS. ~ ~I,C , ~ ~
NCDOT STD CONCRETE ~ Y','.,,,~""~ z OVERHEAD CANOPY ~".:"~'x; ,l : WAL-MART TLE . , ~ w ~ (,~;?I, t..°-+1 a ~ ~ ~ ~ b GUARDRAIL z r n ~ .7 r Q w/
• CURB 8 GUTTER I ~,r;<;°; Z TRUCK ROUII:' SIGN. SEE PLAN FOR LOCA110N, ~ .c,:~ W (2'•8"CURB&~UTTER) I I Ir'i'I<~',j > SUPER s ',~;~:,~;;;;t ~ ~ ~ 6 CHAIN LINK FENCE IS,;~:~„',aa I : T ~ V
,;,,F CENTER # 2 - 38500 :I - .a Q • l ,~-1 I ~ _ - - - _ ~ HEAVY DUTY ~
`'S''' TIRE & ; :.~hr:,n.,,,it C-176-SGR- OR I IK;?;JJ ;l;r ~ r ~,,I„ .?f~,~;,.,1.., ~ p BATTERY STORAGE t?i.,'`;'~'~ ,I ~ I 1~,:;~ ~ ~ _ - - - - -x-~-x 2 s l :~i I, PAVEMENT ~ , , ~ ~ 341.86 _ 0
I I I ° F.F. 33.50 ~:k I t i i ~ ~ - f:~~,+; '1`' .r-x-" ~ ~ is + ~ ~ Q ~:k:,:::° ; ~ ' -x = = - 2e4.36 . ~o SEE ROADWAY PLAN ~ _
,,'4:,:;~, k ~ I !>:°i~ r:. ~ ~a>'~ ~i" I - N 31 ob 2z w ~ 0 y 4B FOR PAVEMENT SECTION
I p CENTER ENTRY, GARDEN RIGHT, TLE RIGHT GROSS S.F, (EXCLUDING TLE & I,,if~ I ~ 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF HAVELOCK ~;"i%%>:~S' BV 26 ~d GARDEN CENTER) -176 459 ' ' ~ ~''~~~~~~7,'~-, ~ OF ROADWAY IMPROVEMENTS t , W I ~ I
AND NCDOT REGULA110NS AND CODES AND O.S.H,A, STANDARDS. I ~t~.;,;;..,,.,,, ~ GROSS SF (INCLUDING TLE BUT NOT GARDEN CENTER -184 305 , , <;,I~~ ~ ~~r.,r.,aa7~,6< ~;7. ° I b o J
I I Ir,,Kr;;~~}e1 WALMART : 25.20 ACRESf r;'~.~' 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT I ' ~ ~ .a LEASE LOT : 0,69 ACRESt ".I+ .I a ~ ~ , ,~i~~'~, ~ HEAVY DUTY ~ T BACK U a~.
LOCA110NS AND DIMENSIONS OF VES118ULES, SLOPE PAVING, I ~Y°' swsua" ~"c ~a . ~.,I;a~l; I ~ ~ I 15.0 SE ~ . CONCRETE PAVEMENT :,`f:
SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING I I ~~~~~y''',,~ TOTAL AREA : 25,89 ACRESt ~'~`a~T DIMENSIONS AND EXACT BUILDING U11UlY ENTRANCE LOCAl10N5. I _.I. CC I CC o I ~ ~ ~A . ~ I STD NCDOT
~ I I , ,R. CURRENT OWNER: CIESZICO FAMILY PROPERTY LLC, = p ' ..,.,.,,;d p `a~ ~,,,,~`.;4;:~ * GUARDRAIL ' ~"i; ~
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, I ~ „g SEED MULCH AND WA1ER UNIT A H A 1HY TA F I '~~,:aA!~ TAX MAP N0. ,PORTION OF 6-216-023 SEA , y, ~"~?:r,• L E L S ND 0 GRASS IS I r: , , SONAL , I' ~~~,h o I I ~ '~~r~. y''~~ ~~-~`%?i,~+~~;,. I ~ STANDARD DUTY
ESTABLISHED. I I~s~`',~,;~,>~: ZONED : H-C HIGHWAY COMMERCIAL :•~':u~:'~~a I ;l,,,,,, _'r~ ( ) GARDEN CENTER ,:a ~ I I ~o ~ PA MENT ~~"A ~ ~ 1.~ , ~ CIESZO FAMILY PROPERTY LLC ~
15 SET BACK U k 4,898 SF rg ~,1t;,w 4. ALL CURBED RADII ARE TO BE 10 UNLESS OTHERWISE N '':~`s' OTED I I +.,;,,t._r FENCE , r~! I~~,,,
STRIPED RADII ARE TO BE 5. SEE STAKEOUT PLAN ; x , t x „~Mi: f;l~~:,i' I r. ~
I I _ AREA f;~~.i;~. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS 20 PUBLIC UTILITY EASEMENT (TYP.) y,,p5!; ~ SEE ROADWAY PLAN 46 s'+~5'R: 25' I 25' 25' + i !
OTHERWISE NOTED. , ,'.;r.!'',: D }r,:a I I I Y~ ' r r~p,3
8. SITE BOUNDARY, TOPOGRAPHY, U11UTY AND ROAD INFORMATION TAKEN FROM I ~ ^r`.'° , .r„ 20 PUBLIC UTILITY EASEMENT (TYP,) .J ~:r~;=~. SWSL/4 SINGLE WHITE SOLID UNE / 4 WIDE I RY FO T ~ tiro y ~ ~,1~~I,. ;,F' SYSL/4" -SINGLE YELLOW SOUD LINE / 4" WIDE EACH
A SURVEY PREPARED BY DEWBERRY, DATED MARCH 2005. p E r'~''=~`~~° I I =A''Y FENCED ;1~; , E ' 3 SSOC ATE PAR NG ~ I ~ STD NCDOT Z DYSL 14" ~:c: " • ` I ESPAI E r ~ ~ /~n ~ / DYSL/4 -DOUBLE YELLOW SOUD LINE / 4 WIDE EACH
I E I C C C D AREA `°:z ~~2;~; 7. THE SITE WORK FOR THIS PROJECT SHALL i ~`.::'r:. ,rz ~~t ~r , ~ , ~ GUARDRAIL END-TREATMENT _ _ _ ~ ,x ~ L,; I L•MAR E ~ _ _ _ . - SYSL/10 -SINGLE YELLOW SOLID UNE / 10 WIDE i 1 l ~ ~ "
MEET OR EXCEED THE WAL-MART STANDARD SITE WORK i =~:,f~ ~I1II ~'~t} r' ° PARKI 1F,~ , ' j _ _ ~ - - - ~ _ _ ~ ~ + ' { r SWDL/4 -SINGLE WHITE DASHED UNE / 4" WIDE ,~'I F~~~ Pj..,lr~ rtY . . , ~~I , 1~.,,, 1:,~7~ ~J i M • , , ~ ~ ~ , , , £ y,, . SWSL/24 -SINGLE WHITE SOUD LINE / 24 IMDE
SPECIFlCATIONS . I , r~' ;;i 0131A ~ ~ BV 16 I ,.rir.;.~.":1 ~ ..il,, dl,~~, BV 16 _~~r ~LFx~4 ~ , r > elf ~ '~1t~~f,eti ~b~.l.l•• t, ~{,i~~y"9 11 ~ ( V 7 ~1..y~, kd 1 ,1 1 ~ I 4 •.'Y1 V 'I ,y , µ . , , , , , ~ r r , „ ~ r I SEE TECHNICAL SPECIFICATIONS SECTION 02765
sws~iz4" 1~' ' r' 8. REFER TO ARCH. PLANS FOR SI1E LIGHTING AND ELECTRICAL PLANS, I 'tll°;, E ~ ~~~;I~~.,~f •i 1 r~) I , ~.I ~`q ~ nth . 9~,Y ..h t. Y l~l s ~ h+ r..'.r, ,S.~1 ,r.' `n ~ r s `n~ E~, t. ..fk ,1,, L. _ _ ~ ~ 1 ~ ,1 ~ + y ~ ~ .~,~;~:<<ar ,,.I-. FOR ADDITIONAL DETAILS, 1 i~~ 3 _ ~ r t v~:x,~, C+ 2~,.., y, l~s P,~. f 1 4r " 7,~e r k, 7 r I. p r._m~ ,
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V ( { i4 ~,,f ~~,y,~ ~ ~ 1 ~y la r~ t. rrf,v yli+': it u, GI rS aK'.^irt. 11 71 ~ II PHONE: 434,797,4497
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SHEET NO. OF

1 2 3 4
Coordinate Table x % 5 6
~t# Northin Eastin Descri tion UNDISTURBED AREA 14'
100 429543.2193 2618549.6858 foc x ~ '
101 429520.8314 2618504.9781 50 R, (foc) + ~ 102 429529.3518 2618554.2467 foc 1
\ 9~ 103 429542.1325 2618628.1497 75'R. (foc) x + \
QII ~ 104 429503.5253 2618563.8498 f oc \
105 429112.0484 2618798.9012 foc I
106 429086.3103 2618756.0345 50'R. foc ~ \ ( ) + ~ Dewberry & Davis, Inc.
107 429079.2840 2618605.5384 foc x \ 108 429079.9866 2618800.5880 5'R. (eop) 551 PINEY FOREST ROAD DANVILLE, VA 24540
109 429075.3425 2618796.7355 eop x \ 1 PHONE: 434.797,4497
110 429089.2749 281 ' 8804.2931 15 R eo ~ ( P) ( x ~ FAX: 434.797,4341
F 111 429078.5318 2618793.8248 eo \ p ( x- ,
112 429314.0749 2619011.2131 eop x \ ~ re. \ ~r
113 429167.7012 2618880.3600 foc x \ s9 114 429198.0005 2618840.6063 50'R. foc ( ~ \ 'f.
( ) 115 429172.2624 2618797.7396 foc { x + rS ~~4~,
116 429311.9963 2618713.8402 foc /CB-16 ~ \ ~Q'~r, ' l ) X x +
117 429408.6298 2618855.6194 foc \ ~ ' '
+ , 118 429434,3679 2618698.6860 50'R. (foc) x \ \ s o
119 430035.4923 2618877.0624 foc + ~0 \ ~*o. 120 429459.9700 2618655.7380 foc + ~ b `-x-- • • • • • • •
\ ~B 121 430050.4382 2618813.8040 65 R (foc) x 2 ~ ~ ~~ps ••g 13 E
12 + ~ S 255 ~ ? S 2 430109.7997 2618840.2844 foc ~ A ~ 38 36• 4~1 ~ 58.84 Og.
¦ ~ ~ ~ E S S3. 123 430133.2832 2618815.8423 foc 1 , ~ ~ ~1' _ 18'f
x + 124 430155.4624 2618860.6540 50 R (foc) I • ~ ?
125 4 ~ 29464,6235 2618658.5120 foc (CB•15) it ~ ~ ~ , L SEA IN ~ 126 430271.9405 2618747.2149 FOC CB-3 x I \
( ) ON€ ~ 18 P E ~ S 127 430404.1156 2616681.7957 foc I x # E .¦24.98 ~ ~ 0~7~, S 0~.
128 4 ~ ~ 01• 30437.1543 2618677.8008 foc ~ ~ f 1~ o ~ \ ff
129 4 ~ ~ x ~ I~NE 2 ~ 30426.2948 2618726.6073 50 R foc , ~ ( ) joN ~ ~ ~ \
f 130 430449.4932 2618679,3281 foc(CB-2} ~ •-•1 ~ x I w ~ r ~ ~ 1 N
131 430514.6545 2618628.7618 foc l4V 132 430451.2717 2618614.3524 65 R (foc) I ~x-x-x_,,, ~ } ,,ti ' • UNDISTURBED AREA ~o ~
~-,x ~x / 133 430522.4981 2618594.2595 fac ~ ~ + ~ ~
134 430518.4499 2618560.7875 foc °D -'-x-x-x-x-x-x-x-x x--~+
ri I I i 135 430473,7422 2618583.1754 50 R (fac) h ~ I I a ~ ~ I
136 430516.8709 2618557.4783 foc (CB-5) I ~ ~ Y•• • ti 'N ° , ~ ~ ~ r ~ ~ /o
137 430429.4185 2618382.9958 f c W I ' ; . > ~ ti ti~ o (CB-6) r 138 430331.1658 2618186.7895 foc (CB-7) ° ~ ;I ~ ~ ~ ~
> ~ };rR- n" 1 ll ,,l } f p.:. 1A p y t , ~ f:.' C~ , r ~ ~~ri. p ) -h li~ ~J ' ~ ' ~ r l-.~ h..~ a I•:~-. 139 430221.8882 2617968.5678 foc (CB•8) ~ ' f1 4 ~ , ~ : ~ ~ , ~ Y(^~I . °'.T ,Y ; I e, o /
140 430140.2725 2617805.58 I I s"~ r~: , ~ ~ ~ r l l ;r , D ~ ~ ~ 59 foc ~o y ti~ , ~ ~ r~ y ~ r ,1 , . , ~ ,r` ~ DY . r : , ~ ~ I tl , l h~ ~ r ~r ll ~
141 430133.1592 2617786.9289 f z w ti , ~ , , r n , a :''.V ~ oC I I I: ~ -1, 5 ,'7:.,M , 5. ;.,i,wla, ,,.y 1,. } ~ ~'U'. fii A~. n~,y r, T. , .,rte C i ,.i f~,, :~...'1 I. 1.~= , f . .a If i ~",:q•.II ' h ~ ~ ~ I ff' ; i rl ~ 1. i 1.~. ° , ~ yyg Za/ / ~ 1 ti
142 430113.6153 2617714.7007 foc I r ~ , ~ I,r-_ ~,~,~G~, - ~~••ti ~ ~ ~ . ~ ~ ,r /
143 430082.8517 2617863.3914 foc I I ~ ~ ~ . f:. x : ~ ,a, ~ n.' A r` 144 430083.8372 2617665.0351 foc CB•40 ~ ~ t D., }d ~ ~ 9, ' ~ , ~ ~ , r ~
( ) , 145 430080.0203 2617638.7849 foc ~ ~ ~ iii r;r?;~•; ~i~k s;'""1%'' i S~ / / \ 1J PC~.~~ t.'! l~u 4 ~ Q~i / ~ • ~ \ Q
II I 146 430108.5814 2617647.9646 30 R (foc) ~ ~ ~ ..r s:. , a ~ a k ` r
147 429723.0243 2617845.0087 eo I I ~ ' ° , u t S~~ p ~ ~afi a ~ , fl' ~ ~7 ~ ~ / ~
148 429859,0919 2617780.2492 eo I I ;'-r t; ,A ~ p , ~f P ~ p,,,.,,,,,,.,,,,
149 430005.2323 2617693.2215 foc ~ ~ , , 150 430046.3115 2617703,5705 foc , ~ ~ ~
,,,,,~~;,;1 151 430047.2958 2617705.2121 foc (CB•39) I , ,,i;~ ~,~t,,~.; ~ ~ W ~ ~ z
152 430020.5819 2617718.9973 30'R (foc f , ' ' ` " ) I ..,.:.ii 1318 ~ ,'1 .;r:>>:na PROPOSED IMPROVEMENTS ~ . )r, . ~ ~ Z
153 430093.8876 2617782.9206 foc r'.(`?~`':-~:~)~ ~~::`~'t~``'` ~Y,i . ~ / ,,r';, \ PROPOSED BUILDING W 0
154 430083.6387 2617818.1308 foc I ~ r'"~~~~ I i YIEL r r.~ ol'i 77 ;i J l'i:'. 1
155 430072.0637 2617807.7807 foc ~,';~i .t':~ : ~:;~L 156 430072,4463 2617785.7762 25'R (foc) I '~~''<<~'~~'~ -~~.;;rt :i~'~,. ~ PROPOSED CURB TT ,.i,i yr7_ O i
157 429644.2073 2618765.5654 foc I ~ S . ~ ~ ,h! J.~ r, ` F.. ~;;;h~ ,ti,;~,:. AND GUTTER L I- ~
= WAL- E,,~.,,,,~. I MART 8 429618,6051 2618808.5134 50 R. (foc) >rr~-;:~~ h „y~r,r; b PROPOSED PARKING SPACES ~ 0 r _It :•JS't%` i r'
159 429654.3511 2618773.5531 foc ~ I f.:::., SUPE J RCEN , ~ 1
TER #3 - 825 00 ~ . 160 429701.3698 2618821.6285 foc (CB-17C) I ~ I ::a r; , „ ~~~is'i~~ ~ Y ,,i _ _ - - CART CORRAL ~ ~
161 429743.7011 2618864.9112 foc (CB-12) ~„~-,~;~:~1 C ~ 7 - 6 SGR- I..: OR 162 429815.7610 2618902.3267 foc `1~=', ~I 1 ~ ,r. r< * ~ 0
163 429644.8163 2618037.8353 foc I . •1 s0 F.F. 33.50 , r _ _ - _ _ NAIL SET I U ~ w , . -
~r ry ~ , 164 429614.9396 2818032.0907 foc I ,~;:~;,:;:~r~, ~ M- - POLE CP&LNPB74 , , r ; r r:. 1. - .~r22,w zea.36 - HEAVY DUTY a 0 31 ' ~ ~ ~ ~ ~1 ;ray, I N ELEV.-26.86 , ; . ~~~r;, r~ ' PA M NT z
CENTER ENTRY, GARDEN RIGHT TLE RIGHT GR ~'y:~; ~~%~''~~1'~''i~ir" OSS S.F, EXCLUDING TLE & 165 429633.6240 2618015.4806 25'R (foc) I _ ,y:. ~'f~" ~ GARDEN CENT R) ~ I"'1b'~' r;;..:~:~~11 E -176,459 ;+:;;-:~1, ~ r . ~ , , ~ VE E sr ~ y"~t.. .r.... J f~, ~
166 429538.6830 2618007.7122 foc I n r';+~~a:~ _ ~^'`~~'~-`'r''~'~' GROSS SF (INCLUDING TLE BUT NOT GARDEN CENTER) =184,306 ;R,;t.,lf~~~';:+; " ' ` 's~' ~,1~~:~
167 429564.4559 2618050.5580 50'R foc I Ytl4~j``', - ~t,:risl;l j 168 429546.4616 2618030.8455 foc I f.;,_•=;.ti~f•~ Ji'g'.. ~ jY;I ~ ~ • ~ a e r s, ; ~ ~ l ~ rR;i~r~~ ~ ~ ` HEAVY DUTY
4<,. , 189 429581,1585 2818040.1420 foc ~~,`s~s~r~ , ~ )t ~ C2:,,f~ ;1 + ~ CONCRETE PAVEMENT
170 429559.3078 2618052.2925 I y'~~``'~,~1 .,~t,,~~~r~~~ra., ~ a
D 25 R (foc) 171 42 2 I ~ ~ '.i`j , ' ; ; CC 96 4,3474 2618092.9801 foc ;_„i CC 4,; I
I ~ ` 172 429775.2598 2618394.3456 foc r~~'~y ; r ,h,~ b ~ ~,;~5:, > ~~~~'~`"r'r`s,;'`. ~ !4" b~ STANDARD DUTY
173 429743.9644 2618410.0171 35'R (foc) I ~ 174 429759.6359 261 ~ CIESZO FAMILY PROPERTY LLC ~ PAVEMENT
8441.3125 foc i 175 429724.4450 2618458.9348 foc CB•17 ~~~~<<,"~~ LLL f~l{~F+}'i , , w I ~ ~
I :.r,~., pal 176 429636.6407 2618774.0144 130'R. foc „i: ~,.,~,'::,~i`~~~'; ' ~ 'J7~ d%,' "h I ~ ~ kES,.
177 429839.7663 2618906.2040 foc r ~ ~ -r V C '.I:, I ~N a
178 4 1:,,; ';~;<~;k. 29838.9653 2618911.1394 5'R. foc ~ ~,'4 ,'II 4 7 ( ) NNL SEf IN p, :5' 4 ~I ' off) ~ ' ~ l,: I` ~ 41),, 7 J ~ ~',tP-~~ ,~:,~71
179 429843.9607 2618911.3547 foc UTt 180 429843.3903 2618924.5876 fo ~ I I `>~`f;.-' • ~ N ~r ti,,. y ~ ~
C CPBCLNPA98 ~ , 181 429845.4236 2618924.6752 foc CB-13 ELEV.=29.32 I ' ~ ' - ~ + J f t g 4~ . 1 ~ a ~ ~~y^i t J ~ v1, ~ N
182 429853.6250 2618924,6822 foc I 4 ~ " n'•f - ~ ~ ~ ,,1 7r,F ~'~..ti 'tk~:' i r:.:,,1 i i I / . i f~J~a.
937.9 1 Vii, w°:=~~~~ 183 429 8 8 2618921.2218 foc I • ~'>r.;`;`; ~
184 429933.1454 2618803.3210 118'R. (foc) ` ;w,;~~~ 0131h i,~,, I M J . ~ ~yj ~n~~l 7ia itn. 1,i ~u ~j tyr,F ~ 1fv 11 ,nc .',~y r il::'i ~f~ j7(t'~'. 1.:.:1 ~ •,i rr(., ,!~~7 2 ,t J~, 7~4 ,l ;~li t rM1~:. ~ ~t;., fy ,9,
185 429985.4884 2818909.0764 foc ~'~i~~y: ' r : I . y 186 430012.8235 2618895.5471 foc ; ~,4 o W g ~ ~ , h , ; ~ ; , , a~~' r ~ 1 4. ~ ~Y ~ , f } + I } t , r l V y ti..li 1 1 ! , 1~ ~ r r ~ r Il J,I ,~~'l )H IS hi~J~}1 „ I~. iJ ~ y1~1 ~.N ~ ~..r~ 1~1~c, ~ 17 ~,~~k ,V ~?'1 1 "C i 7,.~i ~l, 'i~ U t ~r ~ 1 l ~7 i ti R ~t'~ v 4 ~t G ~ i,~l ! 1, 5 i~ , ryl t , ~ e ,i,, pI p r' 1 i,nl CS>.LC.,.... ,.)n• 1~' ~ a.
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GENERAL EROSION NOTES 1 ~ ' UNDISTURBED AREA DEVELOPER OWNER; \ ~ AD~:
ti THE STORMWATER POLLUTION PREVENTON PLAN IS COMPRISED OF THIS ~ WAL-MART STORES INC. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ~ ~ - ,.~a' " . .
DRAWING (SITE MAP'}, THE STANDARD DETAILS, THE PLAN NARRATIVE, 1 ` ! ATTACHMENTS INCLUDED IN SPECIFlCA710NS SECTION 02370 SWPPP ~ 1 NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ~ ' ' ~ • y: `j ~ ~ ~ "
P ~ ( ~ ~ ~ 2001 SE 10TH STREET L S THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ~ 1 \ 9. ` ~ w a.,
~ ~ \ \ ~ 60N RT TEMPORARY SB-1 TO WETLAND BENTONVILLE A 8. ALL CONTRACTORS AND SUBCONTRAC10R5 INVOLVED N1TH STORM Q ! R / 1 2 WATdt POLLUTION PREVENTiON SHALL OBTAIN A COPY OF THE ~ ® \ 0~• \ \ CONSTRUC110N SEQUENCE JAN FEB MAR APR MA JUN JUL AUG SEP OCT NOV DEC JAN FEB MA APR MA JUN ~ : .:1~ i'r ~ ` ~ ' ~ m,:~ a r~ : a 'Y K ~ x,
STORM WRIER PoLLU11 N P ~ , \ `~0 D, ONCE SITE HAS BEEN STABILIZED. 479-273-4000 0 REVELATION PLAN AND 1HE STALE OF ` ~ \ ANY STA1E NATIONAL POLLUTANT DISCHARGE EUMINA110N ` \ 1 ~ \ \ ` \ \ in ACRES ROUGH GRADE /SEDIMENT CONTROL rry~. n~ ~»,:.y ,r l a 1 ~ ~i> tti~~~e rF,;~ • ~ ~ r: Dewber & Davis, Inc.
SYSTEM GENERAL PERMIT (NPDES PERMII~ AND BECOME FAMILIARS \ \ SITE OPERATOR/GENERAL CONTRACTORc WITH THEIR CONTENTS, ~ ~ ~ IMPERVIOU TEMPORARY CONTROL MEASURES ' ~ ~ ~ '~I ry ' ~ ~~"a~• • ~ m' ~ 551 PINEY FOREST ROAD
~ \ \ \ ` W - IMPERVIOUS .r z.~~~ ~ ~ ' AREA 16.26 ACf ~ , . STRIP & STOCKPILE TOPSOIL r, . DANVILLE, Va 24540
1 a) Mart C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDIRONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED \ I l- \ \ Wol-Mart Slt ~ ~ ~ PHONE: 434.797,4497 @ STORM FA I ITl ~ 70 its:., ;,a. AX: 4.797,4341 C L ES I t n r~ ,f F 43
AS DICTATED BY CONDInONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ~ SUPERINTENDENT: ALL PHASES OF CONSiRUC110N. \ \ ~ IMPERVIOU IMPERVIOUS AREA 91 ACf TEMPORARY CONSTRUCTION ROADS S ' ..9°~°FI, F , A
I ~ ~ \ , F \ ` - D. BEST MANAGEMENT PRACTICES BMP'S AND coNTR M \ \ J \ Off Slte ~ ',~7 r ub 2~:;c a s t,l Off-Sete FOUNDATION /BUILDING CONSTRUCTION „ ~ - ;r; . ~ ` ~ ~ ' • :
( ) OLS SHALL CONFOR ~ - ~ TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS \ ~ \ \ \ i m ,S SITE CONSTRUCTION F ' ' . ~;r r
BYPP CABLE CONTRACTOR SHALL IMPLEMENT ADDI110NAL CONTROLS AS DIRECTED ~ 25 \ \ ~ \ ~ \ \ ERMTTMG AGENCY OR OWNER. \ \ SEEDED AI SEEDED AREA 8.13 ACf . ~ ~
E, SITE MAP MUST CLEARLY DEUNEAiE ALL STATE WATERS, PERMITS FOR ANY ~ \ rS\ ~ \ ' \ WAL-MART PERMANENT CONTROL STRUCTURES f ~ I" ~~ra °1;; '''t ` T WAL-MART TRACT ~ ~ , ~F , ,r~,
CONSTRUCTION ACiIV1TY IMPACRNC STALE WATERS OR REGULATED WEIUWDS \ ~ Q ~ , ~ \ MUST BE MAINTAINED ON SITE AT ALL nMES, x 1 Lr \ ~ • ~9!• \ \ ~ ~ , ~ ~ 59 -RIPARIAN_.~TREAM DISTURBED 23.10 ACf FINISH GRADING ? _ •,r; ~ 'k Il z. DISTURBED AREA ~ >r:~ I,r.~' ° ,
F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL ~ ~ \ \ ~ _ ( ) ~ ~ ~ \ \ BUFFER ZONES 2 LANDSCAPING SEED FINAL STABILIZATION ~ Q' ~~'u'~w~~:'•. . ~ T3 ~ • / / ~ ,.rte" i9~ , i, i, , r; n ss ~ ,
OR AS REQUIRED BY THE GENERAL PERMIT, _ ~ \ ` ~ ROAD IMPF ~ > ~ - _ -SkiALL~I T BE DIST REED ROAD IMPROVEMENTS ~ s 2.2 A C ~ .7 Y., ,z , .1~ : >{.i; . 1~ 'N., •:i: nqy,~ : '~I~ ~nco ; 1 1 ~ r,i'.
~jo >r \ ~ G, GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPatAAY PARKING Nf ~ 0• ~ _ _ _ ~ r- ~ DISTURBED ALA ~ 1 0~.~... D STORAGE AREA WHICH SHALL ALSO BE USED AS 1HE EQUIPMENT / ~ z_ ~ DISTURBED AREA , ~ = ~ ~ ~ , ~ ~
MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA i ~ \ ~ 9 ~ ~ ~ ^ FOR LOCATING PoATAB FA I TI \ ~ 13 ~ TOTAL LE CU ES, OFFlCE TRAILERS, AND TOH.ET FACILITIES. jOgr \ ~'oS• ~ AM , ~ "S TOTAL tw,~` 1;~:., ~~~w-' , I' ~:~t r r .:,1~ ~y ~ ~
, ~ f ~ S AREA .~25g i , ~ S ~ ~ H. ALL WASH WA 191x9vu1 x22w2 ~ 936• A2 ~ ~e,ea , os _ DISTURBED TER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT I E $ , ~ 2 5.3 ACf i~~.r.~~ ~T-~,, ~ ~ . ~ a,'. DISTURB • ~ 3' ED AREA Y ~
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. ~ C RIP-RAP ` 7 ~ " " ~Y ~ 319• \ II ~ \
I, SUFFlCIENT OIL AND CREASE ABSORBING MATERIALS AND FLOTATION BOOMS V ~ 1 ~ DEEP / • ~ ` , ~ ~ \ SHALL BE MAINTAIN N I - 1 ~ ~ \ d) 0 STE OR REAOLY AVAILABLE TO CONTAIN AND ,pe(Ly.,;~ ;a'{a ...x 'irr. `'r. i,_ 'n` ~I,;~..r :'1~;,?i..~ ~ \ \ 22'I x 10.5'wl x e•w ~'i~ ` , ~~~ta" 25.5 w2 r~ 1'•w~ . . ~ c TME, • ~ v(,^ , s a~~.
CLEAN-UP FUEL OR CHEMICAL SPH1S AND LEAKS. II ~ ~ µ ' / ~ a / / ~ \ \ • STORMWATER OUTFLOW \ CLASS BRIP-RAP ~ - ~~y k:~:
EE DET.~?IL a ~ ~ sir IN _ f".~ ~ s \ J, DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND I ' , 18 P E / \ \ Q • OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION (INTER19R~NT,OURS ~F~LECT FINAL C0 ~ ~ .=24.96 \ 11A,~ o . ~ 1~ 1.\ ~ 1.6 DEEP \ 1 tp,~ ~ FLOWS INTO UNNAMED TRIBUTARY TIiAT \ \\ti
OPERA110NS IS PROHIBITED, t , ( \ 1 f , ~~,•,~'+'+~ti r~'~t",~~~~')~~ri~,;. z`ti,' L~,~l `"T,,,~';' ~'.j.~' ZONE zJ i' ~ 0 • \ 1\ o um Rd. 1 F \ FLOWS TO SANDY RNER APPROXIMATELY ? \ \ Sloc
r r,.,,.~.. r ~ , b~F~ ti,,. ~ K. RUBBISH, iRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL ``i'ce{ L-+' r ' ~ ~ 1 Ki ~ i ~ ~ i~ 'r:~^ ` "`rFy ;Fa~ \ >L ~ ~ 1830 FEETt NORTF{ \ 18'I x 3'w1 x 9'w2 ~ ~ \ \ ~ P CLASS B RIP-RAP ~ ~
BE DEPOSITED INTO SEALED CONTAINERS. MATERI SH PR •i ,rv m , r , ure , v S ~ I / f \ \ AlS ALL BE EVENTED FROM ~ ~....f~ , 7 ~ r , r ® \ LEAVING THE PREMISES 1HROUGH THE ACTION OF WiND OR STORMWAIER ~ 1, ~ • wu • / ~ ~ ` ' ~ ~ \ ~ t ~ y \ 1.5 DEEP ti
DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF 1HE STALE "<o.,. ' :,~r, " ~«d ' ' J ® ~ ® v .A UNDISTURBED AREA \ \ \ \ - 9~
L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESEN1tD 1 , ® ® ~ r ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVEN110N ® ` . !ra \A \ , ~o VICINITY MAP
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE ~ ~+-~i~n,~ OD ~ I '1 ~ r. 9 ~ p NS.B. TORMWATER 0 TFLOW \ J
M. DISTURBED PORTONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS t~ - v+:'~ , E STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE N1~0 tA~IVAI~ 11IBlITARY'I1MAT ~ ~ ~ ° ~ ° 6.
AREAS SHALL BE Sd~ED NO lATdt IRAN 14 DAYS FROM THE LAST ~ CONSTRUCTION AC11VIlY OCCURRING IN THESE AREAS. ~ ~ \ ~ ~ r^ ~ ~ TO BArDY RiVBi APPROIOdATH.Y / \ \ ~ ~ ~
`:y.-1 - N, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCRON ACTIVITY HAS Nx ~ ~
Ql ,r , PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS / ~ ~ ~ e SHALL BE SEEDED ND LATER THAN 14 DAiS AFTER THE LAST I .r, ~~,.!,-i`:~~`,.i:l.,a:~:,,,,~ \ \ 9.51x4.5w1x11w2 6~ ~ o.. \ \ \ ~ ~0 ~ ti ~
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE ~ ~ ~~rr ~ ~ GRADING PLAN AND/OA LANDSCAPE PLAN. ~p ~ . ~l : , e. ,~^w ~ ; LASS BRIP-RAP ~ \ iii ~ o
r , a - a ~'f ~0~0r r ~ ~ 0, IF THE ACTION OF VEHICLES iRAVEUNC OVER THE GRAVEL CONSIRUC110N Z ~ ~ o ~ 3 , ^...y ~ ~I, it .5 DEEP S 2 n, / ~ i ~ ~ ~ ~ ii ~ 1 \
E ...1 , ENTRANCES IS NOT SUFFlCIENT TO REMOVE THE MAJORITY OF DIRT ~ ° ~ ~ , OR MUD, THEN THE TIRES MUST BE WASHED BffORE THE VEHICLES EN1ER I , .,n ~ - h
J . , , A PUBLIC ROAD. IF WASHING IS USED, PROV1510NS MUST BE MADE TO r 1 INTERCEPT THE WASH WATER AND 1RAP THE SEDIMENT BffORE IT IS I TO" ~ ~ I'"~ ",:i-' i ,1~1 ~ , ~ ~ , \ \ ~ \ \ \ CONVERT TEMPORARY SB-2 TO ~ \
CARRIED OFF 1HE SITE. ~ ~ ~ ty, ~ ~ ~ i ' _ - \ o s E ® 1 \ \ \ P T 0 1 ERMAN NT T RMWA R MAN ~ \ 1 ® 1 \ E S 0 E AGEMENT
P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ~ 2 S9~ I ~ BUILD N FOOT RINT , , , a ~ ~ a ONTO ROADWAYS OR MiD STORM DRAINS MUST BE REMOVED IMMEDIA70.Y, ` i ~ I ~ ~ P, `L \ \1. ~ ~ rs ~ ~ ~ POND ONCE SITE HAS BEEN STABILIZED. ~e ~ / \ y ~ ~ o tmtford Dr oc
1 ~ ~ ~ ~I. ~ \ 1 EMOVE RISER AT TIME OF ~ ~ cede ,
Q. CONTRACTORS OR SUBCONTRACTORS WiLL BE RESPONSBLE FOR REMOVING ~ _ ~ ~ ~ V4~1 ~ + ~i'' ~ FI SEDIMENT IN THE DElENi10N POND AND ANY SEDIMENT THAT MAY HAVE ~ ~ ~ y ~ , f,, Q ~ 1 1 7 \ \ tr ~ ~ ~ \ ~ 6 x 5w1 x 18.5 1 \ CONVERTING SB-2 TO a 9~
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCRON WITH ~ \ ~ , t n;,;:, 2,5% THE STABILIZATION OFTHE SITE. ~ ~ 'a.,^~' 't:,;;;>t;~':;~o \ 1~ 2.5~a ~ CLAS I RIP-RAP \ PERMANENT POND - N \1\\\ Z ' '~to~° Z
R. ON-SIZE k OFFSIIE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED I \ I I \ N ~ ~ V A\ ® \ \ 1 a
FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST \ I \ MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE ~ \ \ 1 \
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT ~ \ / \ ~ i ~ REQUIREMENTS. AROUND _ ~ ~ 7 / \ \ 1 ~ W
S, SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING TH IN TRUCKWELL AND Yie~ E GRAD G 1 1 ~ - ~ \ ~
PHASE TD REDUCE RUNOFF VELOCITIES AND EROSION. I ,.I DRAIN \ \ \ \ \ e \ \ ~ 0
(SHADED AREA L DUE TO THE GRADE CHANCES DURING THE DEVELOPMENT OF THE PROJECT, ~ i 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING 1FIE EROSION ~ ` \ v v \ vvv ~a ~ v ~ , . _ ,11 (SEE DETAIL v _ v / I- ~ v
CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. ~ j~~ RT I r - ~ ~a 1 k F I , "E , IOR CON OURS REFLECT FINAL CONDITION \ \ \ / r^ 0
U. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, 1 THIS INCLUDES BACI(FlWNG OF TRENCHES FOR UTILITY CONSTRUCTION AND SUPERC T / v, ,~'.,r,. \ VA ( ~ Y ~ ,y;~ A ~ ~
E R #382 0 0 PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. ~ ~ a w \ , ,1 ~ , VA \ \ 1 I 1 1 ~ ~ a \ \ ~
C-176-5 ~ R- OR MAINTENANCE ~ I, ~ ~ \ \ TILITY \ \ w NAIL SET IN U _ \ I \
ALL MEASURES STA N ~ 1 \ TED 0 THIS EROSION AND SEDIMENT CONTROL PLAN, I,,,I AND IN THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE ~ F.F. 33.50\ ~'C;i:a::,;~~;; \ \ P LE CP&LNPB74 1 \ \ `~c 4.36' \ ~ I I \ Q
MAINTAINED IN FULLY FUNCTIONAL CONDI110N UNTIL NO LONGER REQUIRED ~ \ I FOR A COMPLETED PHASE OF WORK OR FlNAL STABILIZATON OF THE SITE \ CENTER ENTRY, GARDEN RIGHT, TLE RIGHT G~ OS S.F~ EXCL ` ~i'~''i?i' ~ 1'06 2i' W 28 _ \ \ \ \ \ 3, ~ t I ;G,,:,;,' ~ ~ N 3 \ \ ELEV.-26,86
ALL EROSION AND SEDIMENTATON CONTROL MEASURES SHALL BE CHECKED I ( UDING TLE & 1 BY A OUALIFlED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS J ~ GARDEN CENTER) =176, 5 , \ \ ~ 1 - - ~ \ \ ~ \ \ \ J ~ s - - _ ~ \ I 1 ~ . ~ ~ I:,..;.: A\~VA ,ti \ \ Q
OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND ~ \ GROSS SF INCLUDING TLE BUT NOT GARDE ~ ENTER -184,305 REPAIRED IN ACCORDANCE WITH THE FOLLOWING. ~ ~ ~ ~ ^ 1 ' ~ ® \ 1 : ~ ~ ~ ~ J
1, INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRd) \ \ ~ ~ ® \ i ~ \ 1 1 \
OR REPLACED IF 1HEY SHOW SIGNS OF UNDERMINING, OR DElERI0RA110N. 2 S \ ~ ® 1\ \ SHADED AREA 1 \ ~ \ ~ 1 ..4r... /
/p 1 v v o ~ v v
D 2. ALL SEEDd) AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A ~ / GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, , ~ F / ~ i AND RESEEDED AS NEEDED. 1 ~ / 1~1 ~ v ~ 1 '3,, ,f , 4 / ~ ~ LIMIT ~ ~ ~ , F DI R AN
3. SILT FENCES SHALL BE REPAIRED TO THdR ORIGINAL CONDITIONS 1 / / , _ \ \ \ 1 , a
IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES / \ WHEN IT REACHES ONE-HALF THE HQGHT OF 1HE SILT FENCE. ` .-.t- _ ~ / \ 1 I 1 •~a i0 ® ~ A \ ~1 I ~ ~ ~ ~ 1:~. ~ CIESZO FAMILY PRO'RE TY LLC A I r5 ~
l ~ / \ ~ ~ \ 1 I 1.1 is ~ N \ v <y. ~
4. 1HE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION I ` / o,~ ,r,; `•epr'~.; ~ , 3 201x9w1 x23w2 ~ ® \ 1 1 i „o ,f _4. \ I I I ~ 1
WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC I ~ / RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE 1 / \ , ~ ~ ~ ~ ' "n o' CLASS BRIP-RAP ~ ® A \ \ \ ( JJ tr'~ I".' fl\ 1, ~ ~ t hi. 'lii, 1y \ 1 ~ 1.5 DEEP
CONSTRUC110N ENTRANCES AS CONDITIONS DEMAND. . ~ \ , ~ ~ , - I~ \ ~ S 0 AT U L W
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD NAIL SET IN CONDITION (SUITABLE FOR PARKING AND STORAGE), IRIS MAY UTILITY POLE - nn ~~s.. I .I
REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS Cp~wpAeB 1 dA I~ \ J,~` `;,Irri' CONDIRONS DEMAND. E:LEV,m28.32 \ ~ ~ t ~ ~~r \ YI~B T \ N ~ Y ~ ~ a,", r. ~ ® \
J ~BUI DING FOOT PR~JT ~~~`-`'~^~T~'~ 8. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE !";"~'~~~~`tiI'
MANTAINED IN OPERATIONAL CONDITIONS AT ALL 11ME5. SEDIMENT ` 1 ~ ` SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE ,ofa,, `titali, ,.I,,. i1:1~1'r, l "y:U ,r , 11 ~ c~ \V~ i 1 1 ~1, ?r~ , ~ ~ ~ , , ® \ ~ ~ 11 I 7.`# w11 x 18 5 w2
DESIGN CAPACITY HAS BEEN RCDUCED BY 80X a u ~ I \ k r+:~.'1`,~r~t„t„~„'~i°~ r y'. . S f'I ~t.z,~ ,a ~ ; ~ ` ~ ~ ~ ~ ~ ~ ~ ~ I I ~ LAS RI - P , s
J G~ frii!,`( SEQUENCE OF CONSTRUCTION ~~13~)~I.,»;,,:, k ~ 151 P , 3~',1~ 1.::: ; ~ , fir-`': ~ nt! i ~ ` vEq I I 1 E
J ~ ..r l1;.y. F~ 3~n,'1 F 'r: ~ , 1 1 ~ 1 , ,T t ~ ~ I ` I .y ~ E 1, ~~.Cyrt,q ti~'+1~~' rft,r r 1 ~ i. cr.r, t'.¢:, ~ GI ~ v ~ I ~ I h •,lt' 1~'r~~i ~1f `I}YJr r~'. l,:r.li ~~]'~I.I , 11.. ,?~y 4.. i 1~~' ~1 a. ~ ~Y ~ ~
PHASE I W ~ I ~ ~ h:h~~~:. I r a;{^~ 33 - - ~ „1?/(~ ~1 ..1, ....r ~+,-.-:..~.M .;r 'fin,: ~"~r-r„ t.;It; ~
1, INSTALL STABILIZED CONSTRUCTION ENTRANCES. ~ ~ ~ ~ ~ °'a~'-~ 2. INSTALL ALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION I _ 1 ® p ~ E \ I I~ 1 SEAL
~ 1 i I,~ ACTIVITIES THAT DISTURB SITE SOIL AS SHOWN ON PLAN, ~ sroa - 1 I ( A \ ~/p111tl11111j \ \ I ~ \ 1 ` N CAR '~i1 I ® \ ..~0
3. PREPARE TEMPORARY PARKING AND STORAGE AREA. W o\o _ UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING $ - I \ 1 \ 1 t w. \ \ ~ssi ~ \ ~9 \ \ ~ aF o
A ~ ~ AREAS: TRAILER, PARKING, LAY DOWN, PORTA POTTY, a ~ CH I \ 1 1 \ ~ 1 9
WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, I 32 ~ CHAIN LINK FE FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE ~ - I LINK FENC ~ I I \ v 1 ~ s HAIN \ 1 ' ~ \ 1 1 .s \ \ 's I I DANIEL E 8 N R SMITH I ;
CONTAINERS ETC. DENOTE THEM ON THE SITE MA S W I H - ~ ~ P 1 J I I 1 \ ~ ! \
IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS ~ GG . ~ _ _ n Y Z H ` / I I \ zl e(o ; I I ~ , I \ \ \
AS THE OCCUR THROUGHOUT THE CONSTRUCTION PROCESS, D: _ _ II 4. CONSTRUCT THE SILT FENCES ON THE SITE, Q - \ ~ ~ I I TEMP RARY STONE CONSI~RICTION TEMPORARY SEEDING ~ \ B•'•~NoIN,c~P'~Q~'' ~ 9 I
0 0 _ - ~ - ~ - W HALT ALL AC11VI11ES AND CONTACT THE CIVIL ENGINEERING - ~ I I I E T I ® \ iq N RA CE (SEE DETAIL) ~ 3 o N K, BRP I (SEE DETAIL) y 6 CMP @MIN. 0.3/o SLOPE wl MIN, 1j11j ~~/~~11 I I ® \ ~ 11.1
~ ~ CONSULTANT TO PERFORM INSPEC110N OF BMPs. GENERAL - _ - - I ~ rr I C ~ _ 3r ~ _ o I \ 1.0 COVER, PIPE TO BE REMOVED & I I I \
CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER ~ I _ 1 II I ~ I PRE-CONSTRUCTION MEETING iMTH ENGINEER AND ALL GROUND ~ ~ I \ \ \ DISPOSED OF ONCE CONSTRUCTION \ \ I I SEDIMENTATION 1 SILT FEN E \ ENTRA E KEY PLAN
DISTURBING CONTRACTORS BEFORE PROCEEDING WITH - 1 II C ~ I TEMP FILL DIVERSION, \ \ Nc IS REMOVED. •X~ SEE DETAIL ~ ~ \ I ( ) I
- ~ I CONSTRUCTION. - - ~ I / ~ o\ ~ ~ I - ? / I x I SEE DETAIL I I ( ) I I
5. CONSTRUCT THE SEDIMENTAl10N AND SEDIMENT TRAP BASINS. w / 1 ~ 1 I ;n I ~ GG I a I I I RICHA D G AROI B RICE \ \ I I h &C \ \ \
6. STABILIZE BASINS. w / ~ I 7. CLEAR AND GRUB THE SI ~ 30 G / I I ® 1 \
~ G / ~ ~ / WILLARD H JiR, 8 CYNTH OUTLETIPROTECTION, TEMPORARY SEDIMENT BASIN 1 \ H JIR, 8 CYNTHIA A CAPPS I I \ I ~
PHASE II Z I I ~ / I I I (SEE DEfiAII) I (SEE DETAIL) ~ ~ Eo
1. INSTALL STORMDRAIN STRUCTURES AND PIPES AS SHOWN z ~ ~ , I - I o I I I 1 ~ vE I I ^ ~ o
~ I I ~~a~7a/r~a 1111AITQ f1k 111CTI IRRaAI(:G I / \ _ 1 \ ~
2. INSTALL EXCAVATED DROP INLETS (EIP) AROUND THE DRAINAGE ~ G ~ ~ I ~ ' ~1"~"~"~' PERMANENT SEEDING, ~
STRUCTURES AS SHOWN. G I i \ ? SEE DETAIL ~
J ~ I I 3. INSTALL DIVERSI N T I ~ I 0 JUS NSIDE THE PROPERTY LINE BESIDE THE 1, / I ® DRAINA E AREA i ( ) \ I I~ ~ ? 1 \ \ ~ SCALE
STORAGE BUILDING OWNED BY WILLARD & CYNTHIA CAPPS A5 SHOWN, I I 1 \ I I I \ ~1 I I ? \ \
4. IMPORT SOIL SURCHARGE STOCKPILE OVER BUILDING PAD AREA WITH 9~ ~ a I I I , \ ~ I I SURFACE ROUGHRNING STORMD~AIN INLET PROTEC1110N
A MINIMUM OF 1~ DRAINAGE ON TOP OF THE STOCKPILE. ~ ~ I I ~ ~ I ~ , \ I I I (SEE DETAIL) \ \ ~ ~ ~
5. TEMPORARILY SEED SOIL SURCHARGE STOCKPILE. ~ I \ ~ ~ I I I (SEE DET IL) \ I I r~
I I T P ~ - J T I T
6. MONITOR SETTLEMENT OF SURCHARGE AS DETAILED IN THE ~ ~ \ PAD PREPARATION NOTE ON THE COVER SHEET, ~ ( \ I ~ I TOPSOILIN ~ ~ ~ >IN FEET I I G ( ) CULVERT NLET PROTECTION 1
I ~ ~ I I \ I 31l I CIP , I SEE DETAIL ~ ~ i inch = 80 rt. I ( )
.AWAIT DIRECTION FROM GEOTECHNICAL ENGINEER PRIOR TD ~ \ a I REMOVING ANY SOIL FROM THE SURCHARGE STOCKPILE, Z I ~ / ~ w I I (SEE DETf~yIL) 1 ~8 I I ~ I
I I I ~ \ PAVED D .1 w I DRAINAGE FLOW ARROW ~ ~
PHASE 3 $ ~ o ~ ~ - I zl I w $ BLANKET I ATTING o wl APPROX. SLOPE ~ .
II ~ I 1, TEMPORARILY SEED DENUDED AREAS, I I j ~ cv o I ~x I I 1.0 % ~s Y ~ , (SEE DETAI) - - - - - ~
2, INSTALL UTILITIES, UNDERDRAINS, REMAINING STORM / $ ~ M y B'I x 3,7 oHU - - , z I ~ ~ I ~ ~ , - IBIx3,75w1x9,25w2~ ~I I - - - I 1 - ~ -,r..,.'~ - - -
STRUCTURES & PIPING, CURBS AND GUTTERS. I ~ ' I ti ~ ~ cLASs 3, INSTALL RIP RAP AROUND OUTLET STRUCTURES. I ~ I ~ ~ I , CLASS BRIP-RAP z I~ o D ~ ~ _ ~ S ~ ~
B I i ' ~ 1.51 DE 4. INSTALL INLET PROTECTION AROUND ALL STORM I I I a I ~ ~suEA. \ 1.51 DEEP = I ~ ~c? E p.. - - - - ~ - I ~ ~ OHU DRw _ 1~ ~ _ -
SEWER STRUCTURES, ~ I ~ ~ f
5. PREPARE SITE FOR PAVING. 3 I J T x x' 6. PAVE SITE, ~ ~ TO - _ ~ = SS _ - - r--.r - - -
7. IN TA ? SEE ROADW ~ ~ - OHU _ .l~R~ S LL INLET PROTEC110N DEVICES. PLAN (SHEET B) ~ 2 _ _ _ $~r ~R"~~--- - --J _ - _ - _ - - - -
8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING FORE&S IN T IS I - - ~ - - - _ - - - - _ ~ EXISTING i _i- Y== ~T -
AND PLANTING, ~ ~ 4 ~ - - Z AREA ~ - 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT ~ 3~ ~ I ~ - Y ~ 694,4 _ _ , - _ - _ _ - - _ - _ _ _ _ lit _ - SIGNAL = ~ _ _ _ -
- ~ -~,~-a J CONTROL DEVICES ONLY IF SITE IS STABILIZED . ~ 4 ~ ~ ~ _ ~ - _ _ - - - _ - _ _ _ _ _ _ _ _ _ _ _ - z 1 2!21106 JLK MISC, REVISIONS
Q _ TO _ z ~ _ _ T - _ : _ - - ~ _ - = _ _ - _ _ _ - _ f - ~ _ _ _ _ - - - _ _ _ No. DATE BY Description
m ~ x.~--- ~ _ . - x---x x - _ = _ ~ - _'--oi - _ REVISIONS
- HAIN LINK FENC x__._~----*---'~- 1 OHU _ ` ® ~ - - - - - - - - - _
THE _ - - _ ~ JLK - - - _ _ _ - . - ~ - - ~ _ _ DRAWN BY
5 MEDIAN OHU - - - G S Z - cy-- - - - -ter APPROVED BY
oHU ___a____ s - ~ _ - _ - _ _ _ - WEST BOUND IANE _ - - . - - - _ - - - pEF~ - - _ _ - ~r~_ _ - _ - _ _ - ~54-T~ - - - - - - - --s- ..x- - _L, - _ CHECKED BY
_ T - -
- ~a - _ _ - - - - - - _ _ - - - _ - ~ ~ ~ - z ~ \ , . October, 25, 2005
a G - _-------r T BOUND LANES---- - - ~ - _ _ - - _ - - - ~m~ _ ~ - - - DATE - - - - - _ - _ _ _ - _ _ _ U~U C~ _ _ _ ~~.r- _ - - ~ - - - _ - _ - - - UGU _ - -
N ' S~4F~~- ` _EAS _ _ - _ _ _ - - _ - - - =-~i- - TITLE
. - _ ffi - - y ~ _ , _ - ~ - - - CONC. UR
N i _ - ~ - ~ ROUP}D-FIBS - - - - - -DtiC~
_ _ _ _ _ I ~ ~ ~ ~
~ _ - ~s _ N - - -r _ _ _ --__-p~' - _ _ _ _ ase
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3 ~ - - - - -I _ - _ - - _ _ ~ _ _-g ~ w> ~z ~ ra in an
w N L Q~ o CH - ~w ao ~ ~\w
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- 7 s - - _ - ~ ------__----yam ~ \ Q ~ ~ r ,
a _ =-~6tT~I_ _ - _ _ _ - J - _ ~ ~ ~ OH- HU c r - ~ ''4. ' r' ' ~ PROJECT NO.
i - - - ow oW ~ , , , , 80263900
' , ~:r r ~ ~ , ~f ~ , r
o - - _ I ~ 7> SEE ROADWAY a o N v E~ ~.:f h,~ ~ ~ ~ F 4~:: 1 E ~ .i: i„(' t ~ ~ r ~
a - _ --ASS OHU - - w ~ a o PLAN (SHEET48) 00 i f f~ y, ,
_ o ~ > Z ~ Q;1 FORE&S IN THIS o w z ~ a~ ~ i~~ ~ ~ 'J ~'y ~ i ~
o > > a o ~ o AREA ~ rn \ a ao N ~J ,l r ~ d M1 1 Y, t 't f~~. f
N / 4 1 fir -,'M r~r,,,~,. - K .-f,, t :,irc: l l.. r. .,rn~
~ Z / / ~ SHEET N0. OF

1 2
3 4 5 6
\ 1 ~ 1 ~ ~ UNDISTURBED AREA
1
~ ~ ~ ~ 1 \ 1 ~ \ ~ 1 \ CONTRACTOR SHALL CONTACT t
~ 1 \ ~ 9, ~ ~ NORTH CAROLINA ONE-CALL CENTER
1 \ ~ ~ 1.800.63 - 1 ~ @ 2 4949 FOR LOCATION OF Throel PIPE Biu PIPE
~ Rv \ ~ ~ 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING ~ 1 ~ f. ~ ~ ~ ~ ALL UTILITIES, AT LEAST 72 HOURS from To 9lrueture T e Top Elev. Langlh k) Inches Inv. In Inv. Our Longth (k) DI.10 DI.9 NCDDT STD 840,14 29.00 24 N1A 25,00 112
STRUCTURES INCLUDING REMOVAL OF ANY EXISTING U11LIT1ES ~ \ ~ ~j \ ~ ~ \ ~ ,9 ~ ~ ~ PRIOR TO BEGINNING CONSTRUCTION. DI.9 B•e N 0 TSTDB40.14 29.00 30 24.00 24.00 A2 Dewberry & Davis, Inc.
SERVING THE STRUCTURE. UTiUTiES ARE TO BE REMOVED TO THE \ ~ ~ ~ \ ~ 1 RIGHT-OF-WAY. 1 CB•8 CB•7 NCOOT STD 840,04 29.50 30 23.72 23,72 244 551 PINEY FOREST ROAD
{ \ ~ \ 1 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ~ ~ ~ DANVILLE, VA 24540 4" RD CB•7 4 S,SS PHONE: 434.797,4497
AND OR ELEVATION OF EXISTING U11LI11ES AS SHOWN ON THESE \ \ ` ~ / 1 8" RD CB•7 8 25,55 FAX: [phone]
PLANS IS BASED ON RECORDS OF TH I \ \ E VARIOUS UTILITY COMPANIES, ~ 1 AND WHERE POSSIBLE MEASUREMENT'S TAKEN IN THE FlELD. TH ~ ~ \ \ CB•7 CB•6 NCDOTSTD840.04 31.05 36 22.99 22,99 218
F E \ ~ \ 1 INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR \ ~ ~ ~ \ ~ , \ C8•e CB•5 NCDDT STD 840A4 31.05 38 22.34 22,34 195 1\ 11 CB•5 CB•2 NCDOTSTD840,04 31.OS 38 21.75 21.75 143
COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11LIlY ~ \ \ \ 1 \ \
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST \ \ ~ ~ \ \ ~ EXACT FlELD L0CAli0N OF UTILITIES. IT SHALL BE THE \ \ ~ ~ \ ~ ~ ~ \ ~ \ \ 15" RD 15 25,65
~ r~ ~ \ RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING \ ~ S \ \ ~ s ~ ~ ~ \ ~ \ \ 11 26 CB•2 CB•3 NCDOTSTD840,06 31.05 36 21.32 21.32 189
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN I ~ ~ ~9A \ ~ ~ - - - _ 1 ~ \ i ON THE PLANS. 1 1 ~ \ \ ` %2 CB•3 NCDDT STD 840.08 32.08 38 20.75 20.75 \ J.
\ ~ s - ~ 3. ALL CUT OR FlLL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE ~ 0 , \ _ ~ _ ~ J 2 ~g 21" RD CB•3 21 25.88 d ~
NOTED SEE NO r - ~ ' ~Z t _ - - ~ ( TE BELOW). I ~ OH f ~ o• ~ _ _ _ r- l ~ s C8.4 CB•3 NCDOT5TD840.04 32.05 12 NIA 28,10 148
4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPT10N. ~ \ / 8 ~ \ ~ \ \ CB•3 NCDDT STD 840,08 32,08 12 25,88 25.88
E Z 3 y' ~ •g \ \ \1 \ \ \ CB•3 EW1 NCDDT STD 840.08 32.06 8 42 20,75 20.75 53
5, STORM PIPE SHALL BE AS FOLLOWS UNU~S OTHERWISE NOTED: ONE ~ oS' S .~2'S5 ~ ~ S 0 . ~ \ ~ ~ I ~ 38 36'E A2 i $8,84 ~ $ S • ` \ ~ \ EW1 NCDDT STD 838 Oi 42 NlA 20.59 \ \
TYPE 1: RCP, CLASS III PER ASTM C-76 WITH FLEXIBLE PLASTIC BITUMEN ~ 7 ~ " ~ ~y ~ 318' ~ ~ I ~ GASKETS AT JOINT'S. ~ / ~ ~ , - ` ' _ \ ~ \ \ \ DI.22 DI.21 NCDDT STD 840.14 29.00 24 NIA 25.00 112
TYPE 2: SPIRAL RIB METAL PIPE TYPE 1R: GALVANIZED ALUMINIZED OR BITUMINOUS I ~ \ ~ / ~ / ' ~ \ ~ \ \ \ DI.21 01.19 NCDDT 5TD 840.14 28.00 30 24,00 23,90 112
/ (SEE DETAIL) / / ~ z~ ~ \ COATED AS SPECIFIED ON CONSTRUCTION DRAWINGS. ONLY PERMITTED WHEN ~ / ~ ZpFjE ~ - S ~ \ ~ \ DI.19 NCDOTSTD840.14 29.00 30 23.34 23.10
SPECIFICA ~ ~ 1' ~ ~ ~ 0. LLY INDICATED ON ON TR N C S UCTIO DRAWINGS. PIPE ENDS SHALL BE / ~ CB-2 % \ 118• ~s \ \ \ ~l~ \ \ DI.20 DI.19 NCDDT TD 840.14 27.00 12 N1A 23.50 75 1~0.~ ~ \ \ SEE ROADWAY PLAN (SHEET 4B) S
RE-CORRUGATED AND IN TA ~ / ~ ~ 0. " " S LLED WITH SEMI-CORRUGATED HUGGER-TYPE BANDS ~ > \ ~ ~ Z ~ \ ~ 1f \ AND 0 RING GASKETS IN ACCORDANCE WITH PIPE MANUFACTURERS ~ ~ ~ ,ONE 2 I ~ 8 \ DI.19 N D T T 4 .1 . 0 !f ~ \ FOR CONTINATION OF STORMDRAIN C o s De o 4 290 12 23,13 23,03
INSTALLATION REQUIREMENTS. SPIRAL RIB METAL PIPE MUST COMPLY WITH ~ / 2 ~ ~ ~ ~ \ " I ~ E`~1 CB-4 ~ . \ ~ DI.19 MH•18 NCDDT STD 840.14 28.00 30 23.13 23,03 196 B- \
ASTM A 780 1YPE 1R. ACCEPTABLE MANUFACTURER: CONTECH, INC. ULTRA ~ ~ ~ G' .3 / -i•1 FLO OR ULTRA FLO II", CALDWELL CULVERT CO. "SMOOTH RIB" OR ( ~ ~ ~ ZO ? ~ ~ N \ ~ ~
l ~ ~ ~ / \ NF A APPROVED EQUAL ~ _x. ~ ~ \ ~ UNDISTURBED AREA o \ d ~ a"RD MH-18 4 24,00
TYPE 3: HIGH DENSITY POLYETHYLENE PIPE (HOPE) SMOOTH INTERIOR; AASHTO DESIGNATION ~ \ d \ 2 CB 7 N0007 STD 840.53 29.00 30 22.05 21.95 67 • ~ : 7 ~ 7 ~ i
M252 AND M294 MAXIMUM DIAMETER OF 48 INCHES. ONLY PERMITTED WH N ~ K- - -K-¦-~-„ ~ J , E ^ » I -23 2 ~ \ ~ ,2" RD CB•17 12 27.00 ~ I 1 ~ \
SPECIFlCALLY INDICATED ON CONSTRUCTION DRAWINGS. PIPE SHALL BE ~ INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES ~ ~ ' • o~°, , , ~ i ~ ` \ ~ ~ , / CB•17 CB•16 NCDDT STD 840,06 32.50 8 36 21.81 21,51 331
FOR CULVERT STORM DRAINAGE APPLICATIONS. / 00 ~ tit tia _ , • ( ~ ` ~ ~ / \ ~c1 \ \ ~ j ~ /~j ' C&15 NC00T STD 840,08 27.85 36 2019 20.09 \ ~ \ ~ ~
fU ?9.. c 3 5B ~ ,1, . ~ " ~ ~ \ ~ ~ ~ ~J~. ~ CB•1B CB•15 NCDOTSTD840,04 25.42 18 NIA 21.42 162
1. PIPE JOINT'S AND FlITINGS SHALL CONFORM TO AASHTO M252 AND M294, ~I 0... ` ~ ~ ~ , 32I ~1' °w'',tl , N,, 1" - ~ > ,~.II~ 1 ~r... J. r., r.. ~ ~ ~ \ 1~(~f. ~j ~~.:~7.L / ~ ~ CB•15 NCDDT STD 840.06 27.65 18 20.65 20.08
2. ACCEPTABLE MANUFACTURERS: ADVANCED DRAIN AGE SYSTEMS, INC. ADS ~ o 10 TB:. ~"F,1 ~~st:~ ~ -,r,,~,~7~:. " 1~ I I ,~;(`T~ ~ 7 iih i ~ I~ 1211 .k its l~I.. . 1G ~ ~11Q~. i~`~. r., ~ G~h a ii.+~~ J.. ct~ ~,.,,yr, ~i 1 Z 1 \ 55e~92~/i ~ ~ 15 j~/~ CB-16 EW-14 NCDOTSTD840,08 27.85 12 38 20.19 20.08 100
N-12 RANCOR INC. "HI- " RAP ~ ~ r asawa ~ ~ ,~,r~ ~~:::x~ rl~: j'". C~ ~ ~ ~I, r rafl~~i ~ r , Q, 0 PROVED EQUAL z ~~s' 2 : ~ g!~: .srowNwar~, ~ 8~ , ~ ,r :r,> e. E ~ ~ ~ 'Z _ ~ , ' ~ 8; ~ ofscda BF', , , ' 1 G'; 1 w c, ~ , ~ 24, a. \ \ \~J Q C EW14 NCDDT STD 838.01 19,89 7`, / \ ~ \ \ 6 X21
6. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS ~ ~ , " r' _ 12' , ' : a g :•24" Jr ,r . II~r.,, NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL ~ ~ ~ y<, iF L 'l ,y l~ : ~ i1 i L~')Sg I E ,fl ir;,. _~~~~r,. ~ i ~ ~ 1 \ \ ~tJ ~ 2a" RD CB-13 24 22.10
SILT AND DEBRIS. 3i. J ~ : ; » 10 I e,,'" . 1 ~ ~ . ~ , .r~~ , ~ v 4 ' 051/C ~ "ID. I ~4 .11 r tr~,f,Fvf i,i. "rte \ \ Ity,rr_;~~,~~'.;~.;'I~'ri?'/'~;`'~~l-„ A \ V CB•13 CB•12 NCDOT5TD840,08 30.85 18 24 NlA 22.00 182
.30.6 Isle ~ ~ " " 1 . ?~.w_ r 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT CB-5 ~ ~ . 12' 12 I I SEE ETAIL 12" 2» 1~w a - - . _ - - ! \ 11V 0 ~ \ ~ ~ \ \ \ - \ \ CB-12 EW-11 NCDOTSTD840.04 29.60 30 20.84 20,54 36
COM ACTOR ~ a ~ N a B. PROPOSED GRADE CONTOUR INTERVAIS SHOWN AT 1 FOOT INTERVALS. I I < • ~ ~ I I~ ~ ~ 1 " ~`T"~ "'"'~,•,,.~~3, / \ ~ SEE PER ENTPOND ~ \ EW11 NCODTSTD838,01 30 NIA 20.38 Q 1 1 DETAIL SHEET I2) \ ~
PAD ETAIL B ~ ~ 2 •1:;:, ~ ~ ~ 9 35 Iv.4l'~Y~ g? ~ J ~ a E a ~;;t.,,,, ~ , ' \ ~ \ FES•28 MH•27 NCDDT STD 310.01 NIA 24 NlA 25,00 38
9. IF ANY EXISTING STR ~ ~ ~ ~ ~ .ail ~ UCTURES TO REMAIN ARE DAMAGED DURING ~ _ . ~ y, , '10;>>;; •~+it~,n,;; i,;, ~ \ \ MH•27 MH•25 NCDOTSTD840.63 29.60 2d 24.8A 24.89 376 U ~ I' ~ \ \ MH•25 NCDDT STD 840.53 27.00 24 22,50 22.50 ` `e t'r'S'~.; ~ p '~l ~^i.
CONSTRUCitON IT SHALL ~ A 8 B ~ ~ g ~ ~r=r r,~. BE THE CONTRACTORS RESPONSIBILITY TO REPAIR h,, i , . {y r''A~/~ (l~tj..a /
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT ~ ao' ~ ao' ao' , ~~ssT as' ao' ss.~r ~s.~r ao' ao' ao' ~ ao' ar f~'~;';, 4874' I~ r I , TO EXISTING CONDITIONS OR BETTER. N ~ ~ zso' v ~ ass, Ca; ,^~I~ 'r:;,.;'!f; ;~5;;, ~ 2 ' ~ \ \ FES•28 MH•25 NCDDT STD 310,01 24,00 24 24.00 24,00 63 Q Z ~ ;i~; ~ 1r.a; ~Hf \ A\ \ VA (1f] ~~'fi~ 'i+' \ \ \ \ MH•25 NCDDT STD 840.63 27.00 24 22,50 22.50 ;~u, • ~
10. ALL STORM PIPE ENTERING STR °ds ~ ~ ~ P~~~;~,.'~";';
UCIURES SHALL BE GROUTED TO ASSURE ,ry,,;,,,,,,;,,; A / ~ ~a ~ _ CONNECTION AT STRUCTURE IS WAlER11GHT. I ~ ~ ' 3~' - - ~i ~ ~ \ MH•25 MH-24 NCDDT STD 840,53 27.00 42 22.50 22.50 107 ~.w;~~ra 5;~~' ~;r~, ~ ~ 5 \ \ MH•24 EW23 NCDOTSTD840.53 21.50 42 2218 22.18 538
iv ~ ':,t....,-,,, SEE DETA`~ 8 nel I',r~l , ; , s;,.; 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH :!,n!!;a COMPACTOR ~ ~a s~-r~;~;:~'~- ~ a V ~ Q ~ ~vv v vv vv ~ OC s{:~~',,,~~~ •,:'.',',h?~<~;~• ~ EW23 NCDDT STD 83801 42 NIA 20.57 \ \ \
j'iZ'`•.' i.n',i:T n u ~ ~ ~ 371 5p. . r,,,.,r... - PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING do COVERS. MANHOLES t,,;'f,-;j.~, PAD DETAIL A ~ b ,o ~ 3~~° yU~;3;;s, ~,1;; s; SB-2 \ \ \ 'f:~r.a:r. ~1?~;?r~.EEi''~i~~~. ~ ~ \ \ \ \ DI•S5 MH•34 NCDDT STD840.14 27.00 15 NIA 27.00 48
IN UNPAVED AREAS SHAII BE 6 ABOVE FlNISH GRADE. LIDS SHALL BE ' r ''?ti; ~ I ~ ~ 971r e5 °y ~ \ \ BLOB WiV.I ~ ~ ~ 9ti LABELED "STORM SEWER". a ~ W I ~ ~ (SEE DETAIL) \ \ \ 4 ~ ~ \ \ \ \ \ MH•3 MH-33 NCDDT 6TD 8x0.53 28.00 38 26.28 23.35 105
N;~,',.'•F~i;~ 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED r' ~ C~MRACTOR Ir~,•~N.;,;;1 ~~•c•:,;1' ~<"ri~n'!j' ~ 1 MH•33 01.32 NCD0T6TD840.53 26.00 36 23,88 23.88 291 V~ =~tN;yl x,14;?~~ A \ \ DI.32 01.31 NCDOT5TD8a0~1a 28.85 36 22.98 22.44 261
IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED ~ <5,,, SUPERC PAD "~~~'1 TER #382 D TAIL B 1 r t~ f;;~w~ t 1 \ \ \ Y :1~'~I'~~:' \ \ DI.31 DI.30 NCDOTSTD940.14 25.35 36 21.85 21.65 212 - 1 ~ \
WITH CONSTRUCTION ACTIVITIES, c ;,"s,~?;:` [-;;rJ;:~.~ ;;n~-.~..~ C-116- R- I , , ;t ( - ~ \ ~ D 0 EW29 NCDDT 6TD 8401a 24,50 36 21,01 21.01 132 0 +r4;,;'~` 'i;~4;'1~.~;iC ~ VA ~ EW29 NCDOTSTD838.01 38 NIA 20.82 J
13, t~s R I ri~~:5';a CONTRACTOR SHALL ADJUST AND/OR CUT E%IS11NG PAVEMENT AS NECESSARY I K~;;:~r<+~-
TO ASSURE A SMOOTH FlT AND CONTINUOUS GRADE. ~ ~ I I ' ' ~ F.F. 33.50 90 , \ ~ ` ~ ^r;,{,;' ~ \ FES-41 CB•40 NCDDT STD 310,01 28.81 24 28,61 NIA 27 ~ r (J ~ ``:h' ` ~ ->t ~ 84,36' \ \ CB-40 CB-3B NCDDT 5TD 840.04 30.94 24 26.53 28,53 53 Q
14. -e ,n.i7; ;iii}'~'..''~J.1 CONTRACTOR SHALL ASSURE POSIi1VE DRAINAGE AWAY FROM BUILDINGS FOR 1 3to ~ \ \ ) ~ ~ ALL NATURAL AND PAVED AREAS. :30; s;~nle \ 53,ao CENTER ENTRY, GARDEN RIGHT TLE RIGHT ~ OS S,~ EX 1 ~ '+~"i'~Rsi'r p„a,,';`~ - ~ N 310622 W 2 ~ \ ~~;,~~r,; / I I ~,,,,pp!:f~~~. ~!x,~'~"~. , ~ ` \ CB•39 FES•38 NCDDT 5TD 840.04 31.00 24 26.37 28.31 32
C B-C - , ; - CLUDING TLE & \ , GARDEN CENTER =176, `'r~~>.~' 15. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY .~^;^:i: ~'a°' .r:9s. - - - . ~ A \ \ ~,A ~ FES•38 NCDDT 5TD 310.01 2827 NIA 28,27 I \ \
DEWBERRY do DAMS, INC., IF CONTRACTOR DOES NOT ACCEPT EXISTING ~ \ GROSS SF INCLUDING TLE BUT NOT GARDE ENTER -184,305 ~ ~ ~?,,;„,;'s,: , ;;r.1;:~a1 „ I ~ /j V FES•37 FES•36 NCDDT STD 310.01 27.25 16 27.25 NIA 81
WITHOUT EXCEPTION HE SHALL `F'I`+~~ ~ I I \ ~ ~ `A . ~;bs;:li;,, TOPOGRAPHY AS SHOWN ON 1HE PLANS, ry~,,;,;,,;r ~ a ,5, , HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED {'h¢`1ilg;i 4, ~ \ ~ ~ ~ ~;'b~;;~,`_;, ~'?+`'~~1~`I;~f:;, ~ A ~ °Q• l~ FES•38 NCDDT STD 310,01 2L00 15 N1A 2200 ,('rs~,~ tr"r~S?y~ V ~ 2 O~
LAND SURVEYOR AND SUBMIT IT TO 1HE OWNER FOR RENEW. I I;r~.;~.=, \ * i.4~•r„yf~~ ~ 9700 roarb ~ r.-r,r t~~ „ \ FES•43 FES•42 NCDDTSTD310.01 27.50 18 27,50 NlA 84
18. All UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 ~ l,;'~ ~paJ~a` \ stdrefn 3771 / ~ f ;;1 r ~ F '~rf ` \ \ \ FES•42 NCDDT 5TD 310.01 NIA 26.7d
INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZAliON FABRIC TO ;~.;;`sn: ~ ~ / ~ ~ All COPES 3H:1 V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS ~ ~ ~ I / ~ ';''r '
I IN ACCORDANCE WI1H COUNTY SPECIFlCA110NS UNlil A HEALTHY 1 / ~ . ?i' • ~ . ~ ~ \ „ ~ 1 t, , I ~ .
'.c:!lt~ 9298 ~ i ~ \ ;P,.r.arS STAND OF GRASS IS OBTAINED. 1 (,,,y„,~~ w,a,~~ f~~~;; ~ CIESZO FAMILY PROIRF~TY, LLC
17. CONSTRUCTION SHALL COMPLY WI1H ALL APPLICABLE GOVERNING CODES AND BE ~:>~F'„1 ~ 's ~ ~,,;~';<;,1 t~ ~ 1, 3 ~ , A \
CONSTRUCTED TO SAME. \ ~ ~ . 4 ~ i~ , ,I,~ I CB-15 ~ ti \ \ \
18. All STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT I - ,,A;,,„: ~ \ ::~;,:;.;y FROM INVERT IN TO INVERT OUT. •:~t',~; r° / ~ ~"3 CC ~'1 ri _ ~ ~V•-,;
, fir, I w ~ COMPACTOR '<~~;s•~'~~, '.,i",.~, w;) '1?~ iv .rip a n i9"`;;;::7i^'-
~`j ^ ~ s' PAD DETAIL A ` ~ ,A ;,lx ~ } ,
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FES-4 -.u~ ~ ~ _ ` _ _ _ _ _ ~ - _ _ _ _ , _ - - _ _ a _ _ 1 2121!06 JLK MISC. REVISIONS
~ - - - FES-3 _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - - - - _ _ _ - _ _ - ~ _ _ _ No. DATE BY Desc~ption
-3 - - _ _ - _ - - _ = _ _ = _ _ _ = ~ _ _ - _ - - _ _ _ _ - - r ~ _ _ - I _ _ _ REVISIONS
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_-t ® N _ ~ October, 25, 2005 N _ a ~ DATE
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~ - ~ SHEET NO. OF

6
3 5 4
2 1
EXISTING CONDITIONS, SIZES AND DIMENSIONS MUST BE FIELD ~'L TOR
D PRIOR TO INSTALLATION. SIGN INSTALLATION CONTRAC VER4'IE
RESPONSIBLE FOR DESIGNING THE FOUNDATION AND PYLON SHALL BE
ORDER TO SUPPORT THE WAL-MART SIGNS AS INDICATED. AND IN
ALL ~a+s sHALL coMPLr w?R+w~Y ADMIN~mTMRAPCN's _ L OBTAIN ALL PERMITS A5 REQUIRED BY ALL AUTHORITIES Dewber & Davis, Inc. SHAL ry D
TRANSPORTATION FEDERAL RICH 'MANUAL OF UNIFORM 1RAFFIC CO~TRPL~ ~ ACCORDANCE HAVING JURISDICTION. 551 PINEY FaREST ROA DANVILLE, VA 24540
C1AiBED Imp POUT PER STIUPBIO DETAIL/SITE PLAN AND AS SPECIFIED. MOUNT 810NS WITH MANUFACTUA S INSTRUCRON& 4-MGL-400MH 480V PHONE: 434,197.4497 FAX: 434.797,4341
_ HALIDE FIXTURES - 400MH 480V METAL 4 MGL
XTURES S 2 EACH SIDE
METAL HALIDE FI W SHIELD
~E g~E PLAN - LDS 2 EACH SIDE „ W SH E 7-0
OR DETAIL SHEET
AISLE SIGNS ~b RESERtiED F PARKING 20'-0"
„ 5>_6„
12' '-6" 9 0 5
EQ WIaTE LEGEND RED BAGfORWND ED.
ROW R1-1 1+: ssle
n_iRaED la u+n_- ao' d - 0]HEA THAN
ED ND, STOP, ETC.) "STOP" SIGN ~ ILT.t
LAYOUT PER STRIPING DETAJL/SIIE PLAN
POST NiTH AISLE SIGNS BLACK LETTERS WITH 0
WHI1E BACKGROUND. NUMBER FROM LEFT TO
'U'-CHANNEL POST RICNT AS SEEN FROM in „
(2 NOTE THE MIN. HEI(AIT VESRBULE Oi THE B01TOM OF THE LrOW~ T SIGN SHALL BE 2 INSIDE D D D R
b DIAMETE
AISLE SIGN STRUCTURAL
usE a PIPE BOLIJatD FILLED W/ N.LS. 100.00 STEEL PIPE
CONCRETE AND PAINTE• 1~RA~FFIC~ YWF11LS0~ n ours s.FT. e Q
AREA OR SIDEWALK
E0. [0. rA ~ SEE BREAK PIPE BOLLARD .:rood :c~~t~ h -
PAINIFT! oCAP - Q0~ PDST WHEN P E D IS NOT REQUIRED. ~ 40.50 ; . ~ ~ ::..o ~r~l :1~r?; ~#~ato::;::: ....p.::::::: ~ : .
XING OROUND/PANND SQ. FT. , ; . ;
SURFACE 24' EDGE OF PAVEMENT OF FACE OF CU
CATIONS - 90° PARKING ' AISLE SIGN LO goo P.S.I. a , ~ ~ w B1E0Aacoaao°NUND r »
P.C. CONCRETE N 12' YELLO (WI1A-2) (WI1A-2P) n 14- STOP BAR . 9 - 0
» PEDESTRIAN CROSSING a'~ SING" ~
E NO SIGN O ~'-a• ~
1'h7 N.LS PARKI r-e' i'-e' T'-e' 1'-e' ~ '
~ RRE ~ U ~ o N
LANE Z_ 'i I 00 Q
P05T PATH usLE SIGNS 4 w Z 44
LAYOUT PER STRIPING RED LF~GEND ON G V! lb
DETAIL TE PIAN WiII1E ACKGROUNO 12' W w Q
3B' U 6
11
~ ~o „ NO ,D• 10 DIA. - .500 I'- ~ 6~ F-- o
NO PARKING -FIRE „ PARKING Lluac LEaL7LD K I[OEND Z MIT[ WALL o SEE PLAN V ~
_ LANE SIGN ~ WHLTE GROUND SURFACE LOADING BACIfg10UNo PANTED or~cAP - eo' ;GROUND ~ ~ Y ~ ~ U
O Nts. ZONE _ M TO 10 - F-' o TRANSITION
LE SIGN LOCATIONS - 60° PARKING AIS } rn Q ~ W PIPE >
a NOTE:
PARTIAL ELEVATION 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL ~ BE APPLIED ACCORDING TO REWIREMENIS - J
AS OUTLINED IN SEC110N 38 OF THE r>
'~R~° "NO PARKING -LOADING PARKING „ LADING EIOBE ~ 12 DIAM. 80 MPH BACKFILL J 2 ESE WORDS AND BAR AR
THIS SIGN TYPICAL AT R7-B ZONE SIGN PARTIED REFI.ECTiVE WHITE. ~ ~i AND LESS 16 DIA.
ALL ACCESSIBLE PARItlNC
LAYOUT PER STRIPING/ SPACES N.LS. SIZE PLAN _ OVER 80 MPH .500 » 14
WALL
D 1MI5 SIGN TYPICAL AT VAN CURBED ISLAND ALL VAN ACCESSIBLE ACCESSIBLE 12' X 6' SLOPE
PARKING SPACES PER FOOT BACKFILL o
6/10' 1 STANDARD D 3B OALVANI2ID OR LNC PLATED PENALTY SIGN YdTH WORDING 12' X S'
+ SQUARE OR HEX. HEAD AS REQUIRED BY STATE OR s1 MACHINE BOLT WITH NUT. ~ ~E PER L
N01E: STOP BAR - =11=1
,e• PLAN VIEW WORDS AND ARROWS FOR
POST YdTH AISLE SIGNS DRIVEWAYS SHALL BE APPLIED ACCORDING b - - III-i -I I- - _ II I II - - - I i a I-
BREAK AWAY CHANNEL POST TO REWIAEMENIS AS ~ nmam i~ D - e0' G SIGN ~ TM m IN SEC110N JB KT~. ACCESSIBLE PARKIN McNUeL~+. -
DTSTOPBR 12 17 04 I Q -II Q I- -I' Q
SIGN BASE DETAILS N,T.s. SITE N.LS
2 THESE WORDS AND ARROWS X ~ a. 0 SCH. 40 STEEL PIPE Q FILLED W/ CONC.
ARE TO BE PAINTED , DTSIGNCO 12 20 04 AE!'TECDVE WHTE ' WITH TOP ROUNDED. d . C . G U O Q
PAVEMENT OR Illlllq
LY(TYP.) S ~ FlNISHED GRADE SEAL ~,//N C 41ry/
EDGE of STRIPE B' VAN ACCESSIBLE) SYMBOL AS SPEdFIED "YIELD" BY LOCAL CODES STANDARD 6 -6 F~ o
STANDARD (TYPICU) eLr SPA~s ~ PAVEMENT MARKING ~ 4 ,LNG 3• COVER
. 4' 9.24' 1177 OR 0.24' 6MIACCESSIBIf SEE SITE C D 9 2 5P FOR \ N.T.S. PLAN tV OVER FOOTING N IG s PERP. TO S
IN. DTYIELDM 12 04 D1 FILL POST w/ CONCRETE Q 3
Ntl IDE VIEW S i ~ zaoo PSI P.D. FR 0 N T VIEW ~i ' ~
~J • CONCRETE MINIMUM OTAL 140.50 SQ. FT. qN o~ TYP. T K. Ra ' TO
~ ~ TAL 140.50 SQ. FT. B C IIIIINIIN~
m
can NOTE 1~_ ALL PIPES SHALL BE D TALLED BY WAL-MART KEY PLAN
(TnJ N1ED TRAFFlC YELLOW PROVIDED OC I N S PAI
m x h YACCFIS WAY FOR REFERENCE ONLY OLLARD NOTE: DETAIL SHOWN PIPE B
N_T_S.
Cj ? lO:.S~IEIdG N.T.S. ' ' '
DTGRDPST 0 4 04 B
J
b EDGE OF STRPE
Z ql FACE OF CURB NOTi: PROVIDE 1/2' ExPANSION NOTE: ALL TRAFFIC FLOW W REFLECRVE JOLT ~
TO 0E SOLID 1'E1J.0 AND ALL R1QD OBJECTS iRAFFlC PAINT PER ~ A
,0' 20' 4' 1RAFFIC YELLOW 4' 1RAFFlC WHITE 4' TRAFFIC YELLOW SIRIPINO 2'-C O.C. 4' (TYP.) 4' DailENgoNS MoYE. A
SIRIPINO 2~~0.~ SIAIPINO (TYP.) USE ONLY NHERE a'(TYPJ ~ h 1~2 RADIUS TOOTED JOINT OR B
ACCESSIBLE SIGN JO' MIN, q~p BY LOCAL PLWAIED ON SIZE SEE S11E PLAN SEE 311E PLAN FOR PLAN VIEW 1 DEEP sAwm JdNT (TrP,) acE SiIE PLAN SCALE 4' TIP.) (
CURMNO 011 STRIPING NOTE: NOTES; 1. SEE SITE PLAN FOR TOTN. LAYOUT 1. WORDS AND ARROWS FOA DRIVEWAYS SHALL lv 1 4' iMCKFffSS PRENOLDED E1tpANStON JgNT FlLLER SPACED 0 Ja' O.C. NAIL 2' ~ppE T/4' /F?. E1f1END JOINT F1LU]t FULL DEPTH (M) NAIL
PE CE IE W 1UN~ED IA N~CI1NI011~ ~1H~E STS EDGE OF SiRI 4 TRAFFIC BLUE PERIMETER y THESE DETNLS ARE FOR REFFREII AS b
MENSION CON1ROl ONLY d ' T/~ JO d0 120
• SEE SI1E PLAN FOR TYPE SIRIPBiO 011 COLOR AS SPEgFlED AND p NOTE. BY LOCAL CODE. J. r ACCESS NsLE SHALL BE PLACiD ON THE PASSENGER SIDE OF A VAN DIMENSION CHART y RIESE WORDS AND ARROWS ARE TO BE
ACCESSIBLE SPACE PNNIED REFIECRVE WHILE. - PC CONCRETE
4. ALL DIMENSIONS ARE TO ~ OF STRIPE A B C D• E' TE: 4' 11d FEET 4' (ryp,) 4, 1?AIERE AEOUTAED REINFORCEMENT 4 AOOREGATE IASE
60° STRIPING DETAIL DTMTM~~ INDICATED 1.6' ,r ,o.Ir ,o.ao' aaob' ,o' ,r ,,.66' ,o.a1' ao.oe' T WILL BE Na 3 BARS 24' O.C. Oq~Rg CDNPACTED Ta SECTION B-B i faoh ° 80 ff~ h SECTION A-A wAV NAx aPAaNa aR y~ yam, PROC1aR
. HT LEFT TURN ONLY or iD.97' a,.20' RIG ONLY a «e - WL4 x WL4 wWF
1'° 1° a NON-ADA STANDARD STRIPING ISLE PA MENT MARKINGS ,r ,r n.66' ,a1Tr aso CGS ~-o~~,) CONCRETE SIDEWALK
N.T.S.
0.6' 20' ,D.i7' 1,.66' 3yJ6' N.T.& OTRLTURN 12/17/04 "ENTER" PAVEMENT MARKER WIARROW N.T.S. DTWALKPC 12 17 04
,0' 20' 1,.66' 11.66' 3yJ6' DTENTER 12/17 04
• ~ MINIMUM DIMENSION
AccESS Nsl~ FTxt LOCARON)
B b' STD. ACCESSIBLE SHIN (REFERENCE /tE PUW FOR LACAnoN) B' YAN A
~ STANDARD A m0E OF 91RIPE
r ~ ABLE (TYp) (MIN) dl FACE OF CURB 4' TRAFFIC WHITE STANDARD (UNlLBS !MOWN OTHERY NLESS SMOwN OTHERWISE oN SITE ?lAN) TYpICAI glRg 1 2121106 JLK MISC. REVISIONS
( STRIPING tYP. 00' SPACES ~ 91E 81RIPINO ( ) CUIIBNO AND OUTIER ~ r0 No. DATE BY Description
PLAN FOR N ,6 1 REVISIONS
OIt~IENSION CHART 2
A B e' w?aTE S1R~E JLK
1.6' ,B' m DRAWN BY
9.6' 10' 9Q:.SIBI~BG SEE SI1E SEE SIZE PLAN APPROVED BY
0.6' 2~
m ,r 16' ~ CHECKED BY 8
x M ACCESS WAY SIGN (tYP. N _ ,r ,r October, 25, 2005
ACCESSRIIE 510N 1C 20' DATE
N - SEE SITE PLAN o TITLE
v 44
~ Z ~v ai s e isc
a ~
4" TRAFFIC YELLOW ,0' 20' SIFJPINO 7-0' O.C.
EDGE OF STRIPE 17 MIN. USE ONLY WHERE
WHITE STANDARD INDICATED ON SITE ~ 4' TRAFf1C 00' SPACES p~ RADRIS EQUALS 1/2 OF 0 51RIPINC 2'-0' O.C. ' ~A, • NMI STRIPES 7~
NOTE SEE SITE PLAN FOR TYPE T1P.)) OR COLOR AS THE 'A' OIMEN910N OR ICAI) NOTE: 5PE 1. MARKINGS FOR STREET SHALL BE AOCOIIDINO TO LOCAL CODE cv GIFTED BY LOCAL 6' MAX (t'R t0 LOCAL CODE
CODES REQUIREMENTS AND AS OUTLINED IN BEC1Nk1 JB OF THE OF THE 3.E~3IDEETS
~ NOTES 1. 9EE SITE PLAN FOR TOTAL LAYOUT - r. h
- r. h - r. h
- r. h
- r. h - r. h
- r. h - r. h
- r. h
- r. h - r. h
- r. h - r. h
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F Dewberry & Davis, Ina
551 PINEY FOREST ROAD DANVILLE, VA 24540
PHONE: 434,797,4497
FAX: [phone]
co NTROL PANEL PLACE
MENT AND MOUNTIN G
INSTRUCTION S ACIFICSOUiHVVESTINDUSiRIES
EISINORE CAUFORN THE C Connedtaapoodground IA USSR ONTROL PANEL IS TO BE MOUN LINE VOLTAGE: 208!2301460
TED ON NO LESS THAN TWO A GROUND INCHES INDIA, STEEL GALVANI PHASE: 3 L'I L2 A FecelessGFlNeeded PACIFIC SOUTHWEST INDUSTRIES
ZED POSTS WITH CROSS = L3 SUPPORT. MEMBER ~ ~ To Melnteln UL Uetlnp B CREATE A BACKBOARD THAT WI HERTZ: 60 ~ g when uein Dev I ELSINORE, CALIFORNV~ USA
LL FIT THE CONTROL PANEL A er AND THE SERVICE DISCONNECT naHrern~oroROUe Controller THE POSTS ARE TO BE AWO.OR ,R A
CEMEN iHCHaou THE GROUND AT LEA TED IN ci H~ Faceless ST TWO FEET DEEP. THE CONTR MILL812E mneRwuD
PLACED OL PANEL IS TO BE oRrvE w~HCH GFI A MINIMUM OF 3 FEET AWAY FRO M THE OUTSIDE RIM OF THE 'a ~ ~ G L1 L L
WET B WELL AND MAXIMUM OF 6 FEET, T 12 " ~r HE BOTTOM OF THE CONTROL 'c ~ re
PANEL IS TO BE A MINIMUM OF s ~ 16 48 INCHES ABOVE GRADE. A THREE s as tto l.1 N CTRL CTRL
PHASE SERVICE DISCONNECT a 4s tts 2oevac ~ c IS TO BE MOUNTED AHE 2 eo ~2 23ovac ~ B IN +24
CONTROL P AD OF THE ~ aeovac ~ aw, ANEL AND SUPPLIED BY ~ ~ HaND THE ELECTRICIAN. VAPOR +ro ~ tso ~ "2 "s 3
BARRIERS SHALL BE INSTALLED ~ teo N4 of a1 ON ALL CONDUITS BETWEEN THE crR a M1 ~
WELL AND CONTR WET = 4 OL PANEL. THE ELEC i-~ auro MPS1 TRICIAN IS TO PROVIDE A 12avac 13 1a
GROUNDING ROD BETWEEN THE C - - 2KV G1 SUPPORT POSTS PER LOCAL COD A ES. FIELD CR1 BELLOWS
VYIRING t.t ~ u Ft oror8wttdi (i 6 13 MP~14 t.t ~ ~ G2
A suv2 MPS 1 MPS 2 ~ a C Mount Bello 1 ws 2
CTRLB 3 4 M2 to Din Rail an CR2
E TERMINAL BLOCK Ado Al A2 attach air line 3 4 5 s
D to h BK RD 4 ~ POW t e I er ressur Lo$$ p
13 14 C CRt transducer ~ I
to e ~ ~ D o
1 4eo vac A 9 9 5 I I CR4
F2, F3.1 emp KTK FS2 Blue ~
F1.1 em AGC M2 FSt FS2 p 13 14 T1 T! T9 I T1 - Alarm Aux. PUMPS
2081230 Ts ~ ~ CR1 VAC F2, F3.2 ampp KTK-R T1 T T T oD~ 1 t CR~ OFF PUMPS 7 8 Con FS, tact ON 0
F1.1empA0C I 1 T T I
i i~ v~, c ~ ~ CR2 ~ eFl e t E O
~ ~ o D R 12 a 13 14 SUMP BASIN ~
ump 1 _ - ump CR1 CR3 cR V Conn N ect As Re uired q
F e , 00 Z
Pump Loads B M _ Q ~ Z
ADJUST OVERLOAD RELAY TO ACTUAL SW FULL LOAD AMPS OF THE MOTOR (Sae e s 13 CR3 +a F PRE ~ SSURE I,jJ
motor mip. nameplate.) W o TRANSDUCER
2DBl230/480 VAC ~ ~ ~d U
NOTES: L ~ ~
~ 1. WARNINGI Eledrlcet Shodc Haza LEGEND: G rdl Dla P~ before CR • Carttrol Raley MPS -Motor ar. B ae6unde servidnp thla product A qualified senrloe person must Install and Starter Protedar r
eorvlw thle product eooordin foe II PB - Pugh butDon switch M - M netlc Co caTE: Alderon Industries LLC A pP cable elecbkk~all end plumbing eA ntactor outr~a2 r NO ~ (A 0 TES. ~ Z ~ N $ EGEND: ~
codes. CTRL -Dever Controller GL • Ground Lup G ~ oRAwN eY: a a~,nde ~ Y 1. WARNINGI Eleiirlcel Shock Hezardl Dls CR -Control Relay a•+ ~ ~ connect power before
2. Inalall In acoordence whh Netlonel Elechic Code, NFPA 70, Seal all FS - Float awltch CHECKED BY: TITLE: boMee, f~inga and conduit wilft epproprlate seal devices to prevent SW - Hend,Otf,Auto Swfbch AW seMdnp thla product A ua~fied seM Alderon Industnes, LLC V1 ~ 0 Q oa person must install and c+~17~ } Q ~
moleture end ea F -Fuse carE: MD/3 p ee fiom entarinp endaaltre. ssMce thls roduct accordln P A to eppllcable elechlrs~ll and plumbin ~ rn • OOdBS. A CHECI~D 6Y: TITLE: _
H 3. Connect aN unds to e B • Buser ~ ~a Q 2. IneteN In axardenoe wAh ertlcle boa oithe'Natlonal E~earlc Code' AWMD/3 ' _
4. D ~ ~ Around. G1 - APPROVED: 81ZE: DWG ~ ached Ilnee ropreeent Beld wiring .2 Pump Run Indlrator AWMD/ p 3 DATE: C o ° J
oarE: A A SHEET: 1 OF 2 3. N ~ H Connect ell rounds to e A Aood Around. ~ I Q q ArPROVEO: SIZE, DwON 8 ~
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~ / Dewber & Davis Inc. ~ ry / ~ i 551 PINEY FOREST ROAD
! / F - - _ D C~ - _ / C~j DANVILLE, UA 24540
/ / ~ - - / _ D I p`0 ~ PHONE; 434.797,4497 / FAX; 434.797,4341
~ i - D /
- i /
i D F _ - ~ i
~ -------------------J RAMEYKEMP&ASSOCIATES,INC.
F ~ ~ ~ GJ'~ ;'~1N~E 5 ~0 ~se~
- ?~a,~~erowo a so9 ns-ne-ew ewi4~n-ups rep - ...ro~ykoa.~o~
Tie to exi stirs
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i = 9
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i LEGEND
i D PAVEMENT MARK N I 0 RKING LINES PAVEMENT MARKING SYMBOLS
THERMOPLASTIC (4'. 90 ~ TA -WHITE EDGE LINE ELASTIC (4'. 90 rolls) T4IERMCPLASTIC (90 rolls) UA -LEFT TURN ARROW
T8 - YEILDW EDGE LINE UB -RIGHT TURN ARROW
THERMOPLASTIC (4'. 120 i TD - 2 ft. WHITE MINI SKIP >LASTIC (4'. 120 rolls) UC -STRAIGHT ARROW 1P UD - COMBINATIONI STRAIGHT L LEFT TURN ARROW
TE -WHITE SOLID LANE LINE INE UE -COMBINATION STRAIGHT 8 RIGHT TURN ARROW
TF - IOft, YELLOW SKIP E TH -YELLOW SINGLE CENTER LINE IER LINE
TI -YELLOW DOUBLE CENTER LINE IER LINE
THERMOPLASTIC (8'. 90 ro TT -YELLOW DIAGONAL ELASTIC (8'. 90 rolls) N p T E S i I, All pcveroent ronrklnps shall be to NCDOT Stnndordc,
THERMOPLASTIC L?4'. 12D tLASTIC (24'. 12D rollr) 2. Reroova confllctlnp sxistlnp pavfroent ronrklnes slthln O
T2 -WHITE STOP 8AR the construction orev. ~
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- - No. DATE BY Description
o _ _ _ _ _ - REVISIONS
Y s- B
- _ _ _ _ _ _ - - - _ _ ows _ _ _ _ _ _ _ DRAWN BY
- - _ - ` ! APPROVED BY
N - - / _ _ -
- - ~ existing _ _ _ _ KED BY - - - D
_ _ _ - Tie to - - - ~ FebNary 23, 2006 - - ' O DATE
_ - -
Q.- ES _ _ - D iAN - BOUN _ _ _ _ _ _ WEST _ - - TITLE
' in _
to e xistln9 - - - _ - Tie Tie toe -
Y B LANES _ _ - - - BOUND _ o ~ ST - EA - - b - avemen ar in
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- B E - _ _ - - ~ _ _ an
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a q _ _ _ _ - a ~ ~i
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J PROJECT NO. 80263900
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