NCG100209_COMPLETE FILE - HISTORICAL_20121204

STORMWATER DIVISION CODING SHEET
RESCISSIONS .
PERMIT NO.
DOC TYPE
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❑COMPLETE FILE -HISTORICAL
DATE OF
RESCISSION
❑ aU�� � (�+U�I
YYYYMMDD

LT AA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mark Alper
Great Neck Holdings LLC
PO Box 2139
Wilmington, NC 284D2-2139
Dear Permittee:
Division of Water Quality
Charles Wakild, P. E.
Director
December 4, 2012
Dee Freeman
Secretary
Subject: NPDES Stormwater Permit Coverage Renewal
Cape Fear Pick & Pull - Hwy 421 N
COC Number NCGl00209
New Hanover County
In response to your renewal application for continued coverage under stormwater General Permit NCGl00000
the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October
15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A new Certificate of Coverage (COC)
• A copy of General Permit NCG100000
• A copy of the Technical Bulletin for the General Permit
• Two copies of the Discharge Monitoring Report (DMR) Form
• Two copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge
controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself
with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the
permit to update your current SPPP to reflect all new permit requirements.
The first sample period of your permit begins January 1, 2013. Your facility must sample a "measureable
storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable,
report "No Flow," as outlined in Part III, Section E). Also, please note that Tier 3 Actions in Part 11 of your
permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this
permit and do not count prior exceedances.
The more significant changes in the General Permit since your last COC was issued are noted either in the
Draft Permit Fact Sheet that accompanied the public notice (http://portal.ncdenr.orf,/web/wq/ws/su/current-
notices), or in the Response to Comments / Summary of Changes and Technical Bulletin documents that are
posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit
htto://Portal.ncdenr.org/web/wq/ws/su/npdessw (click on 'General Permits' tab) to review that information
for your specific General Permit carefully.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
F one: 91M07-63001 FAX-119-607-6492
Irtemet: m-Acriaxaterguality
A : Ec�ial Opportunity\ AffirmaGEmployer
None
ithCarolina
Halm ally

6
Mark Alper �.
December A. 2012
Page 2 of 2
Some of the changes include:
• Part II:
• Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated
to the most current language of our permits. Additional conditions for specific industry sectors have
been added to the SPPP requirements in some cases.
• Sections B, C: Failure to perform analytical stormwater monitoring may result in the Division requiring
that the permittee begin a monthly sampling scheme.
• Sections B, C: A lower TSS benchmark of 50 mg/I for HQW, ORW, PNA and Tr Waters applies to these
more sensitive waters.
• Sections B, C: The monitoring parameter Oil & Grease (O&G) has been replaced by the parameter
Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other
analytical monitoring requirements.
• Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in
separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined
in the "Definitions" section of the permit.
• Sections B, C. The term "Representative Storm Event" has been replaced by "Measurable Storm
Event." A measurable storm event is defined in the permit.
• Section D: If the permittee fails to respond effectively to problems identified by qualitative
monitoring, DWQ may require the permittee to perform corrective action.
Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit,
including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and
Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms
of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available on
the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than
30 days from the date the facility receives the sampling results from the laboratory. Also note that existing
permittees do not need to submit a renewal request prior to expiration unless directed by the Division.
Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit
does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it
relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law,
rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit
package, please contact the Division's Stormwater Permitting Unit at [phone].
Sincerely,
for Charles Wakild, P.E.
cc: DWQ Central Files
Stormwater Permitting Unit Files
Wilmington Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE No. NCGl00209
STORM WATER
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Great Neck Holdings LLC
is hereby authorized to discharge stormwater from a facility located at:
Cape Fear Pick & Pull - Hwy 421 N
2829 Hwy 421 N
Wilmington
New Hanover County
to receiving waters designated as Northeast Cape Fear River, a class SC;Sw waterbody in the
Cape Fear River Basin in accordance with the effluent limitations, monitoring requirements,
and other conditions set forth in Parts I, II, 111, and IV of General Permit No. NCG100000 as
attached.
This certificate of coverage shall become effective December 4, 2012.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 41h day of December, 2012.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

B';A
0
NCDENR
North Carolina Department of Environment and Natura
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr. John Alper
Great Neck Holding, LLC
13 Wright Street
Wilmington, NC 28401
Dear Mr. Alper:
Coleen H. Sullins
Director
October 22, 2010
Resources
Subject: General Permit No. NCG 100000
Cape Fear Pick & Pull
COC NCG100209
New Hanover County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on October 14, 2010,
we are forwarding herewith the subject certificate of coverage to discharge under the subject state
— NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the. Division of Land Resources,
Coastal Area Management Act or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Brian Lowther at
telephone number [phone].
Sincerely,
/Z-11�
for Coleen H. Sullins
cc: Wilmington Regional Office
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Avail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] i FAX: [phone] Customer Service: 1.877-623-6748
Internet www.ncwaterquality.org
NortliCarolina
;Vahirally

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCGI00000
CERTIFICATE OF COVERAGE No. NCGIO0209
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SVSTEN't
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Great Neck Holding, LLC
is hereby authorized to discharge stormwater from a facility located at
Cape Fear Pick & Pull
2829 N. Hwy 421
Wilmington, NC
'New Hanover County
to receiving waters designated as the Northeast Cape Fear River, a class SC;.Sw water in the
Cane Fear River Basin. in accordance with the effluent limitations, mnnitmr ng requirements, and
other conditions set forth in Parts 1, I1, 111, IV, V, and VI of General Permit No. NCG 100000 as
attached.
This certificate of coverage shall become effective October 22, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day October 22, 2010.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG100209
Great Neck Holdings, LLC
Cape Fear Pick & Pull
/
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Lab lode: 340 16' 43" hJ
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Longitude: 77157' q0" W
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11- 7 i
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County: County Narre
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Receiving Stream; Northeast Cape Fear River
S>r ea 0a;s: SC; Swr
I Map Scale 1, 24, 000
Sub-bagn : 03-06-23 (C.q:+e Fear River Bain)
Fa ci l i ty Loca do n

NCDENR
NoaTw CJROI� DCw Tr[ o.
E—RD ,M �D NCU Rr&WR[rl
Division of Water Quality / Surface Water Protection
Section
National Pollutant Discharge Elimination System
NCG100000
FOR AGENCY USE ONLY
Date Received
Year
Month
D
Certificate of CC' 'cr"e
Check
Amount
G
Pennit Ass' ed Io
r
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG100000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 5015 Used Motor Vehicle Parts
SIC 5093 Automobile Wrecking for Scrap, (except as specified below)
The following activities are specifically excluded from coverage under this General Permit:
• Establishments primarily engaged in the wholesale trade of metal waste and scrap, iron and steel scrap, and
nonferrous metal scrap (hereafter referred to as the metal waste recycling industry)
y _ For questions, please contact the DWQ Regional Office for your area. See page 4.
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name Great Neck Holdings, LLC
Street Address 13 Wright Street
City Wilmington StateNC ZIP Code 28401
Telephone No. 910 762-9619 Fax: [phone] "
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Email
Cape Fear Pick 8r Pull
John Alper
2829 N. Hwy 421
Wilmington
New Hanover
910 _ 762-9619
[e-mail]
3) Physical Location Information:
StateNC ZIP Code 28401
Fax: 910 . 762-9620
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Site is approx. 0.22 mile (1161 If) north from the
intersection of N. Hwy 421 & Flemming Street SR 2000 on the west side of N. Hwy 421.
(A copy of a county map or USGS quad sheet with facility clearly located must be submitted with this application.)
4) Latitude_N 34° 16' 43" Longitude_W 770 57' 40" (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility
❑ Existing
Date operation is to begin05/2011
SWU-225-071403
Page 1 of 4
D E N R • iYATEK (UKJ T.Y.
Wetland' & Sk-► Vwater Branch
Last revised 704108

NCG100000 N.O.I.
6) Standard Industrial Classification:
Provide the 4-digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 5 0 1 5
7) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: stockpile facility for recycled automobiles that will be sold for used parts.
8) Discharge points ! Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 0
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Northeast Cape Fear River
Receiving water classification; _SC;Sw
Is this a 303(d) listed stream? No Has a TMDL been approved for this watershed?
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).. -
9) Does this facility have any other NPDES permits?
X No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permit)?
X No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices.for stormwater control?
❑ No
X Yes (Show structural BMPs on the site diagram.)
If yes, please briefly describe: The stormwater for the high density project will be treated via conveyance
swales and an on -site infiltrationbasin.
12) Does this facility have a Stormwater Pollution Prevention Plan?
X No
❑ Yes
If yes, when was it implemented?
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000.kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
Page 2 of 4
SWU-225-071408 Last revised 7/14108

NCG100000 N.O.I.
c) Is this facility a urge Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) Is hazardous waste stored in the 100-year flood plain?
X No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6113(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or fules of the Commission implementing this Article shall be guilty of a Class
2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
certify that I am familiar with the information contained in this application and that to the best of my.-,
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Mark Alper
Title: Member Manager
y �
(Signature of Applicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 3 of 4
SWU-225-071408 Last revised 7114108

NCGlO0000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
X Check for $100 made payable to NCDENR
X This completed application and all supporting documents
X A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
corresponding to the drainage areas, (d) runoff conveyance features, (e) areas where materials are stored,
(f) impervious areas, (g) site property lines.
X Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee coverage under the NPDES General Permit.
For questions, please contact the DWQ Regional Office for your area. .
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4 .
SWU-225-071408 East revised 7/14/08

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TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
October 13, 2010
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Cape Fear Pick & Pull
New Hanover County, NC
TE 10023
Dear Sir or Madam:
Enclosed please find the following items for the above referenced project:
• NPDES Notice of Intent
• Site Plan
• USGS map of the area
• $100 check
Please review for approval and contact us if you have any questions, comments
or if you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee Galloway
ALG:dcb
Enc.
f QENR - Wh ER QU 1 Y
i Wetlands & Stt)gnwater Brs &

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX [phone]
October 13, 2010
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Cape Fear Pick & Pull
New Hanover County, NC
TE 10023
Dear Sir or Madam:
Enclosed please find the following items for the above referenced project:
• NPDES Notice of Intent
• Site Plan
• USGS map of the area
• 5100 check
Please review for approval and contact us if you have any questions, comments
or if you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
� - " �e�6 � 4 �
Lee Galloway
ALG:dcb
Eric.
Q D
OCT 1 4 2010

GREAT NECK HOLDINGS LLC
PO BOX 2139
WILMNGTON, NC 28402
1004
6& 1121531
DATE .2.010
PAY
TO THE
N C
N
$
ORDER OF -
ONG
DOLLARS
BRANCH BANKING AND TRUST COMPANY
I-W(I.BAHKRBT BST.eam
FOR.
rm

I/—

Lowther, Brian
From:
Willis, Linda
Sent:
Wednesday, October 20, 2010 4:53 PM
To:
Lowther, Brian
Subject:
RE: SW General Permit NCGl00209
Follow Up Flag:
Follow up
Flag Status:
Flagged
Went to that one on the 191h, good to go.
You may issue.
Thanks
LW
From: Lowther, Brian
Sent: Wednesday, October 20, 2010 11:26 AM
To: Willis, Linda
Subject: SW General Permit NCGl00209
Hey Linda,
We've received an NOI from Great Neck Holdings, LLC for their facility Cape Fear Pick and
Pull in Wilmington, New Hanover County. The -site discharges stormwater into the Northeast
Cape Fear (SC; Sw). The NOI is attached. They noted there are no stormwater discharges from
the site. Also, the site is applying for a high density permit (SW8101009) and the water will,
be treated by conveyance swales and a infiltration basin. I have a large site plan if you
need me to forward it to you.
Does the Wilmington Regional Office have any concerns about issuing this facility a COC for
this general permit, and are there any potential impacts to wetlands? If we don't receive any
objections, we'll issue the CDC in 30 days.
Brian
Brian C. Lowther
Environmental Engineer
NCDENR I DWQ fi Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Email: brian.lowther ic!nedem•. gov
Website: http://portal.ncdenr.org/web/_wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.

DRIPLINE
PROTECT
BARRII
IG TREE
3' MIN. STAKE
-HEIGHT ABOVE
GRADE
HARDWARE CLOTH
OPENINGS)
NCDOT #5 OR #
WASHED STONE
N OTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
;T IRON BOX WITH
,KABLE CAP
RFACE SEAL
;I1-17 ° / ° -1IhI III- .. I1-11... III...
I I II
° °
° CLEAN WASHED COARSE
SAND OR FINE GRAVEL
'7 1 IGROUNDWATER
4" 0 PERFORATED PVC PIPE
3'
1111111 /-BOREHOLE (6" 0)
OBSERVATION WELL DETAIL
NTS
r8" ABC STONE (NCDOT)
0O
III=III-
' __Cw
III -III -I
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
GRAVEL PARKING SECTION
NTS
2" TYPE SF 9.5A (NCDOT)
-8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
NTS
STEEL
NCDOT #5 OF
WASHED STON
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACI
THE INLET.
2. DRTVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROU
SURROUNDING THE INLET. SPACE POSTS EVENLY AR,
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE l .,..
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
MAINTENANCE:
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (} INCH
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
SMOOTH TO AN EVEN GRADE.
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
N15
-`1► a►l�+mil • •r.
•
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
V-6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
RESERVED READ "RESERVED PARKING"
WI
WITH IDENTIFICATION SYMBOL, o �I
BOLT TO WD. POST W/ 3/8" CANDIUM
PARKING PLATED NUTS, BOLTS & WASHERS.
o' 9" x V-O" x .080 STD ALUM. SIGN �I
TO READ "VAN ACCESSIBLE". o
BOLT TO WD, POST WIT" 3/8" CANDIUM o
PLATED fJUTS, 6GLiU - ti ,,;HERS
9" x V-0" x .080 STD ALUM, SICiJ
12" TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED 00
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS,
WHITE SYMBOL ON BLUE BACKGROUND /FINISHED
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST, / GRADE
1-1/2"R( ) 1-1/2"R(TYP) r)'i= }
MAXIMUM VAN
0) PENALTY 10)
I II
2cJ0 /8" (TYP) ACCESSIBLE 3/8"(TYP) - -! ,
O
I12 12Tt
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
2'
WAF
CUT OR TOOLED
JOINT
NCULAR
,IRECDON
PLAN
10' 6'
.. - 4' SIDEWALK
I I III 11-1 II I I III II I I I ITII I CONCRETE
LgSBGPADE Bxe-10/10 W.W.M.
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
NOTE:
DECTECTABLE WARNING SURFACE
STEEL POST
WIRE FABRIC
GA. 0 FILTER FABRIC
WIRESI la
J
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
LJ
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
-III �/7 OQ III�I ;III=1
ill SC0 = 1=
_ I BOTTOM 9.0
-1 I I -I 1=1 11=
INFILTRATION BASIN DETAIL
NTS
0
N
0
_ TOP VARIES
SEE SHEET C1
EXIST. GROUND
FT
II
2 5 cB
2 D BON BOND
I REINF. OR8" O.C.
FILL CORES SOLID w/GROUT
=I O REINFORCING
DRAINS O 4'-0" 1 .'
SEALED do FABRICNAILE�- L- #4 O 24' O.C.
.L 2 1/2'
#4 O 12' O.C.
z' cLR.
F
I_L-J I
L3" CUR. #4 O 24' O.C.
3'-4"
aLl
NOTES:
1.
SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2.
CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3.
THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4.
THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5.
1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6.
PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7.
REINFORCE w/6x6-10/10 W.W.M.
CURB
30' MAX. SPACING
Q
1/8"R TOOLED
JOINT
I'l"7
PLAN BLDG.-STRUCTURE
1/4"xl" DEEP w/AN
1/8"R TOOLED JOINT
'a
1/2" EXPANSIONS
JOINT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS_
NTS
SITE WORK NOTES
REVISIONS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
pate
. Description
By
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
J
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
"-
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
sErnoN A _ A` ."
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
-
PROPERLY PERMITTED FACILITY AS REQUIRED.
ENERGY DISSIPATOR
9•
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
SEE PLqN FOR PIPE (Y
11.
EXISTING SURVEYING PERFORMED BY MIKE UNDERWOOD AND SUPPLIED BY THE OWNER.
ORIENTATION I
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
TF
_
PRIOR TO INSTALLATION.
'
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
T
00
CASTING
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF COVER
(1 `
CH 6NU3A
36"
U���
FFORECATBCHS'
AT FINAL GRADE.
- i
i
BASINS AND CH-BN-47
FOR YARD INLETS
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
CONC. COLLAR
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
L
- - - - J
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
PLAN
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
n
CONC. COLLAR
ASPHALT PAVEMENT
17.
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
w
_illl
ELEV. VARIES
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
�J a
-
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
2'
0"
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
BRICK MASONRY-
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
W
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
C:6
FLOW -
I
O
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
4"
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
-
NIGHT REFLECTING.
3000 PSI CONIC.
20.
DUCTILE IRON SHALL BE CLASS 50.
' - 00
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
SECTION
PAID FOR BY THE CONTRACTOR.
DROP INLET DETAIL
23.
SEE GEOTECHNICAL REPORT NO. DATED -______- BY _____
FOR ADDITIONAL REQUIREMENTS.
NT
CONSTRUCTION SEQUENCE
n di
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
w Z
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
F--4
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
I-4
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
Q
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
04
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
QI
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
U
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
W
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
w
r
CLEANED OUT AS STATED OR WHEN HALF FULL.
F4
w
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
O
--S�oP_ -
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
Zi
rT
O
_I
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
w
Z
-' 137 S< �1 II
�I 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
Q
ENTERING STORM DRAIN PIPING.
Z
Z
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
di
O
TYPICAL GRASS SHALE
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
F,
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
F--1
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
�I
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
E--1
1_4
MAINTENANCE PLAN
W
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
Q
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
LATE WINTER & EARLY SPRING
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
•
TEMPORARY GRASSING DETAIL 2• ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
SEEDING MIXTURE
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
•
SPECIES RATE Qb/acre)
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
Rye (grain) 120
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
Q
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
O
Korean in Mountains) 50
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
Omit annual lespedeza when duration of temporary cover is not to extend
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
^
beyond June.
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
SEEDING DATES:
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
Mountains - Above 2500 ft: Feb. 15-May 15
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
Below 2500 ft: Feb. 1-May 1
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
Piedmont - Jan. 1-May 1
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
F�
Coastal Plain - Dec. 1-Apr. 15
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
r-
SOIL AMENDMENTS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
O
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
W
Follow recommendations of soil tests a2,000 lb/acre ground agrcul-
tural limestone and 750 lb/acre 10-100 -100fertilizer.
ACTIVITY ASSOCIATED WITH A SWALE.
(�
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
+�
MULCH
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
O
Z
0
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
O
LEIAN ACRE G TOO ANCHOR STRAW BY TACKING WITH ASPHALT, CAN B
APPLY 4,000MULCH
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
H
-4--)
CO
USED AS A MULCH ANCHORING TOOL.
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
-I-)
Lo
LCJ v
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
O I
I li
MAINTENANCE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
Z
z
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch 1m_
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
Z
mediately following erosion or other damage.
OR IS DAMAGED.
W
W
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
TEMPORARY SUMMER GRASSING DETAIL
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
4+
O
w
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
7)
SEEDING MIXTURE
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
)
bo �
0) a
SPECIES RATE (Ib/acre)
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
rJ
N
GERMAN MILLET 40
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
~Ny�
�'
of
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
', O
S
N
SUBSTITUTED AT A RATE OF 50 LB/ACRE
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
F-I-•1
-+
SEEDING NOTES
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
a
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
MOUNTAINS - MAY 15-AUG. 15
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
PIEDMONT
COASTAL PLAN Y MR 15-AUG. 15
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.
SOIL AMENDMENTS
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRlcul-
TURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
MULCH
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NEl71NG,
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL SPRING -SUMMER
PERMANENT GRASSING DETAIL
\�\\11111111/////
��`�N G�0<�''%,
MAINTENANCE
IF NOT ADEQUATE. � D' REFERTIUZE AID MULCH IM-
SEEDING MIXTURE
. FEiREFERTILIZ'
MEDIATELYEFOLLOW NG EROSIN OR OTHEERDAMAGE.
SPECIES RATE L�acre)
Q��
;
FALL -WINTER PENSACOLA BAHIAGRASS 50
_ S E A L
LERMUDAA 30
PERMANENT GRASSING DETAIL COMMON
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
Z '. 17374
a
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
Q
SEEDING MIXTURE
,SEE= RATE ,t/acre) SEEDING NOTES
SPECIES RATE (Ib/aclre)
TALL FESCUE (BLEND OF TWO OR 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
?TREE IMPROVED VARIETIES) 200 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE R CANNOT 8E-
'//
�'' GREGORy
�\\\
Rye (grain) 120
" (GRAIN) 25 COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ib/ocre CENTIPEDEGRASS.
\
////IIIIIIII\\\
SEEDING DATES
SEEDING NOTES
Jam+' - APRIL SEEDING DATES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
AUK - DECEMBER APRIL 1 - JULY 15
DATE 10-11-10
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,DDO lb/acre SOIL AMENDMENTS
DESIGN
PGT
FOLLOW SOIL TESTS OR APPLY 2,000 LB / GROUND AGRICULTURAL
UAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 acre SE THE LOWER RATE ON SANDY SOILS) AND FERTIIb
GROUND AGRICULTURAL LIMESTONEACRE
1,000lb/ocre 10-10-10 FERTILIZE . /
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
DRAWN
EJB
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
APPLY 4,000 lb/acre GRAIN STRAW OR EQUNALENT COVER OF ANOTHER SUITABLE MULCH
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP -
ING MATH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN APPLY 4,000 Ib ocre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SURABLE
BE USED AS A MULCH ANCHORING TOOL
C2
USED AS A MULCH ANCHORING TOOL
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre
FERTIUZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARY
MAINTENANCE
of nitrogen in March. If it is necessary to extend temporary cover be and
June 15, overoeed with 50 Ib/ocre Kobe (Piedmont and Coastal Plain
OR F:BRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8,
16-". OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING
SHEET
2 OF
2
or Korean (Mountains) lespedeza in late February or early March.
REFERTIUZE THE FOLLOWING APRIL WITH 50 lbacre NITROGEN. REPEAT AS GROWTH
WA?u WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, /
AN, MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE 6
AS '•,EDED. DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
1002
3

\ R/W MON.
Designer's Plan Certification:
"I hereby certify that this plan has been prepares'. in accordance with Ilic latest New 1 tanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phift G. Tripp. P.E.
Date:
Registration Number: 17374 SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
NOW OR FORMERLY
SOUTHERN METALS RECYCLING
BOOK 1432 PAGE 1035 TRACT 1
NAD 83/86 "N _
CO-ORDINATES
D35j6
0.29 0 N194230.2900 4 ,N(pEEO R
_ B�
E 2312498.9800 — 576 42'
\ E.I.P.
\ 5 34
2\ \
a
3
PROGRESS ENERGY POWER POLE
TRANSMISSION LINE #STR13
E.tiMX150
65 p0.,
65.00 1
N'
9
W
\ FILL DEPRESS`iON TO-/
ELEVATION 20.5 JI
�1
E.I.P.
NOTES:
1) SWALES ALONG TOP OF BANK TO BE LINED WITH EXCELSIOR MATTING.
2) CONTRACTOR TO VERIFY EXISTING WATER LINE SIZE, LOCATION, & DEPTH
PRIOR TO CONSTRUCTION. COORDINATE WET TAP WITH CAPE FEAR PUBLIC
UTILITY AUTHORITY.
3) SEE ARCHITECTURAL PLANS FOR WATER/SEWER SERVICE CONNECTIONS TO BUILDING.
NOW OR FORMERLY — -A
SOUTHERN METALS RECYCLING, INC. �NCGS "QUEENSBORO"
BOOK 1432 PAGE 1085 VERTICAL DATUM
NAVD 1988 ELV.: 39.58
83/86 CO-ORDINATES
N 194537.1100
/` GR10 TIE) E 2313797.7800
133455'( UNp 11Ei NAD83 SCALE FACTORE
_ 1.0000151
�334.55' (GRO
CURVE
CURVE TABLE
Curve BEARING CHORD ARC RADIUS
C 1 N 19*49'51 "W 47.03' 47.03' 5654.58'
C2 N 19*04'41 "W 0.34' 0.34' 5654.58'
NOW OR FORMERLY
CHARLES T. OHNMACH, SR. et al.
BOOK 4708 PAGE 715
LINE TABLE
NOW OR FORMERLY
CHARLES T. OHNMACH, SR. et al.
BOOK 4708 PAGE 715
LINE TABLE
INE
DIRECTION
I DISTANCE
L1
N14'43'26"W
32.39'
L2
N 19'07' 15"W
33.99'
L3
S76'03'49"E
6.19'
L4
N38'35'50"E
35.54'
NOW OR FORMERLY
ALPER COMPANY, L.L.C.
BOOK 2209 PAGE 960
NOW OR FORMERLY
SOUTHERN METALS RECYCLING, INC.
BOOK 1432 PAGE 1085
NOTE: THE 60' ACCESS EASEMENT WAS WITHDRAWN FROM DEDICATION PER BOOK 1432 PAGE 1081
`\
\ \\
\
WHITE
STRIPE
\
DROP INLET
TOP:35.36
INV.:33.64 \
GUY
GUY
NOW OR FORMERLY
SOUTHERN METALS RECYCLING, INC.
BOOK 1432 PAGE 1085
POWER POLE r \\\
TELEPHONE
PEDESTAL
\
CONTRACTOR TO RELOCATE POWER POLE
AND LIGHT. COORDINATEELWITH PROGRES ENERGY
50' TEMPORARY GRAVELLED
\ CONSTRUCTION ENTRANCE \
EXIST. GATE AT
CONC. PRON
TIE OPOSED DRIVEWAY INTO EXI ING
PAVEM T APRON. OVERLAY 5' WIT NEW ASPHALT
SEXIST. 1 "FES
INV.:31.36
--TIE INT EXIST. 8" WATERLINE
(t) 8"x TAPPING SLEEVE AND VAL
(1) 6" R BACKFLOW PREVENTOR
POWER
POLE
CON soo
FLUM �G
EXIST. WXER 9�
METER o
L EXIST. B CK FLOW tr
\ PREVENTo
\� �s TIE INT EXIST. BACKFLOW PREVENTOR
ABANDO EXISTING WATER SERVICE L
REMOVE XIST.
FLAG POLE\ MONOLITHIC
�ko TYPE CURBING
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SUB 115KV) :.
NOW OR FORMERLY
RETAINING WALL 2 GORE'S MARINE METAL
\ 28.
FABRICATION, INC.
BOOK 2539 PAGE 660
I 7.
10
cp.
C 35, K 25'X5'X1' E.D. E71 NOW OR FORMERLY��, v�
�GO EIS MARINE METAL
\ _ \ 15. D FABRICATION, INC. F J&O
E.I.R.ED \ ^ .`;' BOOK PARCELAGE 338
_GE OF W = 5� \ _. \ 9,165f Sq.Ft.(0.21t ACRE)
ODS �� 15� �_ 11 28111'�2803HWY 421NORTH
r' BOOK
48 PAGE 285
`V, 53
9
ftAft
5114 O OR FORMERLY
GORE'S MARINE METAL
N69'13-.^:w. -,, s-� \ O FABRICATION, INC.
50 yy ` _ �\ /r \ L
r�r,� � ,\ � / \� � BOOK 2539 PAGE 660
656.74 �� EDGE ��� A rn �-
sy�' F w0p0s _� « lie,CQ
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Cs __ (60
PUBLIC _�_ _ �► -� _�"� ��
B66K�5�4
RESSE
GATE
PARCEL 2
P O PRAOGR SSIC
_,9,165t Sq r..
2813\2803-Hil ' A21 NORTF
Nfig� MAP BOOK 48 P285��
02,24�__
30 � _ � 195.1g• s
JO
IST. CHAINS
E
LI N IZ�FENCE_ �/ q
EXIST. CONIC.
FLUME
EXIST. GUY WIRE
LUTHER KING
LOCATION MAP
NOT TO SCALE
JI I E_ UNIN:
OWNER:
GREAT NECK HOLDINGS, LLC
SITE ADDRESS:
2829 N. HWY 421
NHCo. PARCEL No.
R04000-002-003-002
TOTAL AREA
22.5 AC (980,100 SF)
DISTURBED AREA
20 ACC
ZONING
1-2-INDUSTRIAL DISTRICT
USE
LIGHT INDUSTRIAL
FEMA FIRM MAP
3720311900J
DATED 04-03-06
PANEL: 3119
No. OF BUILDINGS
2
No. OF STORIES
1
PROPOSED BUILDINGS
8,000 SF
BUILDING USE
COMMERCIAL
BUILDING HEIGHT
t 15
BUILDING COVERAGE (8,000/980,100) .8 %
PARKING REQUIRED:
1.5 PER 2 EMPLOYEES, 1 SPACE PER MANAGERIAL PERSONNEL
1 VISITOR SPACE PER 10 MANAGERIAL PERSONNEL
1 SPACE PER VEHICLE USED WITH THE BUSINESS
4 EMPLOYEES, 2 MANAGERS, 2 VEHICLES
REQUIRED PARKING:
8
PROPOSED PARKING:
59
ON -SITE IMPERVIOUS SURFACES
AFTER DEVELOPMENT
BUILDING AREA
8,000 SF
ASPHALT PARKING
29,173 SF
SIDEWALKS
440 SF
GRAVEL ROAD/PARKING
511,578 SF
FUTURE IMPERVIOUS
92,083 SF
TOTAL
641,274 SF
% ON -SITE IMPERVIOUS 65.4%
LANDSCAPE ISLANDS
REQUIRED: (29173*8%)
11-
- --
EXISTING CONTOUR
f- �—
STORMWATER RUNOFF DIRECTION/GRASSED
CONCRETE AREA
®
DROP INLET w/INLET PROTECTION
x41.05
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
40
TSF X TSF
TEMPORARY SILT FENCE
T,. 1
LIMITS OF DISTURBANCE
CONCRETE TO BE REMOVED
SITE PLAN
BAR SCALE 1 "= 60'
0
N
REVISIONS
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