SW4160101_APPROVED PLANS_20160129

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ . COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

VICINITY MAP (NTS)
SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
CITY/TOWN: BELEWS CREEK, NC
4VIO a '!jj[p_ me
ENGINEER:
BREC, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3448
NORTH CAROLINA COUNTY MAP=-
(FORSYTH COUNTY)
SHEET INDEX
0000
COVER SHEET
C001
NOTES
C002
NOTES
C003
EXISTING CONDITIONS
C004
DEMOLITION PLAN
C100
SITE PLAN
C200
GRADING PLAN
C300
PHASE 1 ESC PLAN
C301
PHASE 2 ESC PLAN
C302
PHASE 3 ESC PLAN
C400
UTILITY PLAN
G100
LANDSCAPE PLAN
C900
DETAILS
C901
DETAILS
C902
DETAILS
C903
DETAILS
C904
DETAILS
SITE COORDINATES: LATITUDE = 36.249888' N LONGITUDE =-80.C96026° W
ENGINEERING i PLANNING i ENVIRONMENTAL
1305 SOUTH COLLEGIATE DRIVE
WILKESBORO, NC 28697
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Construction In socordofr o I , ,in these ducumwNa I$
required by the sitlrm'.ast,r ;.e.m9, North Cumllna
UM require that the atannvr^,,L r ayRtem designer
Insl oy4 during construc4ior,; Certiiy conformity Yd 8t the
Plans end specs; and certify cOnvliarrce with the
atormwater rules. (15A NCAC 2H .1008(j))
Pwmd # SU Cj ( O 10 j Date 1. 2
by M P Ar.1 O A" t r W,&p� r n �q.
Sheet #_ C000 _Revision DateS.27. ZD�'
SHEET SIZE:
24"x36"
DATE:
05/27/2015
PROJECT NUMBER:
0700812015
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS N)
SHEET:
C000
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT: http://portal.ncdenr.org/c/document_library/get_file?uuid=dl5e7ee8-cb50-443f-9dd-049bOOl337ac&groupld=38364
SECTION II.B. - STORM WATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMIT
IN ADDITION TO THE STORMWATER POLLUTION PREVENTION CONTROLS FOUND IN THE E&SC PLAN, THIS CONSTRUCTION GENERAL PERMIT CONTAINS
ADDITIONAL CONDITIONS THAT MUST BE MET IN ORDER TO COMPLY WITH THE NPDES PROGRAM REQUIREMENTS. THEY ARE AS FOLLOWS:
1. CONSTRUCTION SITE POLLUTANTS
PERMITTEE MUST MANAGE ACTIVITIES ON THE SITE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED FROM SITE ACTIVITIES OR ALLOWED
DISCHARGES. IN ADDITION TO STREAM POLLUTION FROM SEDIMENT DISCHARGE, OTHER ACTIVITIES ON CONSTRUCTION AND DEVELOPMENT SITES CAN
RESULT IN POLLUTANTS REACHING THE STATE'S WATERS. EPA HAS PREPARED GUIDANCE DOCUMENTS THAT PROVIDE BEST MANAGEMENT PRACTICES
THAT ADDRESS MANY ACTIVITIES.
SEE HTTP:HCILLUB.EPA.GOVINPDES/STONNWATER/MENUOFIMMS/INDEX.CFM?ACTJOO=MJLL LDEASURE&MIN MEASURE ID=4
THE FOLLOWING ACTIVITIES, AND OTHERS ON A SITE -SPECIFIC BASIS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND DEVELOPMENT
PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED:
a. EQUIPMENT OPERATION AND MAINTENANCE - EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED AND
MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OFTHE STATE.
FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE
GROUND OR INTO SURFACE WATERS. SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE
WATERS, SURFACE OR GROUND, OFTHE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.
b. MATERIAL HANDLING - HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.
C. BUILDING MATERIAL WASTE HANDLING
I) ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES,
CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA
ADMINISTRATIVE CODE SECTION 15A NCAC 13B).
11) LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE,
AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
III) DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.
IV) LITTER AND SANITARY WASTE - THE PERMITTEE SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE
FROM THE SITE.
d. LOCATION OF STOCK PILES - LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
e. HANDLING OF CONCRETE
1) CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES
FROM ONSITE CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPDES PERMIT - NCG 140000.)
11) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID
WASTE REGULATIONS.
2. GROUND STABILIZATION
a. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
I) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1 ) SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
11) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
1) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE.
II) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN
4:1 SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3: 1, THE 7
DAY -REQUIREMENT APPLIES.
III) ANY SLOPED AREA FLATTER THAN 4: 1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT.
IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
STEEPER THAN 2: 1.
V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE
ALLOWED ON A CASE -BY -CASE BASIS.
VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0105) ,
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
VII) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE
DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC
PLAN OR ADDED BY THE PERMITTING AUTHORITY.
3. SELF INSPECTION AND REPORTING REQUIREMENTS
MINIMUM SELF INSPECTION -AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OF
WATER QUALITY.
a. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN
APPROVED BY THE DIVISION OF WATER QUALITY.
b. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF
WATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAY
PERIODS, AND NO INDIVIDUAL -DAY RAINFALL INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UNATTENDED
DAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE: IF NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD "ZERO").
C. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTE<;L TO ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION
RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST
OCCUR AT THE FREQUENCY INDICATED BELOW:
1) ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS, AND
11) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24
HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
d. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE, STORM WATER RUNOFF DISCHARGE OUTFALLS SHALL BE INSPECTED BY OBSERVATION
FOR EROSION, SEDIMENTATION AND OTHER STORM WATER DISCHARGE CHARACTERISTICS SUCH AS CLARITY, FLOATING SOLIDS, AND OIL
SHEENS. INSPECTIONS OF THE OUTFALLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY
STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
e. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS. WHEN ADVERSE WEATHER CONDITIONS WOULD CAUSE
THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE DELAYED UNTIL IT IS DEEMED SAFE TO PERFORM
THESE DUTIES. (TIMES WHEN INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE NOTED IN THE INSPECTION RECORD.) IF
THE INSPECTION CANNOT BE DONE ON THAT DAY, IT MUST BE COMPLETED ON THE FOLLOWING BUSINESS DAY.
f. TWENTY-FOUR HOUR REPOL1ING FOR VISIBLE SEDIMENT DEPOSITION
I) THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE APPROPRIATE REGIONAL OFFICE ANY
VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH OR THE
ENVIRONMENT. (SEE SECTION VIII OF THIS PERMIT FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED ORALLY OR
ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE BECAME AWARE OF THE CIRCUMSTANCES.
11) A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY WITHIN 5
DAYS OF THE TIME THE PERMITTEE BECOMES AWARE OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL CONTAIN A DESCRIPTION
OF THE SEDIMENT DEPOSITION AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. THE DIVISION OF WATER QUALITY STAFF
MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE -BY -CASE BASIS.
g. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS AT
ALL TIMES DURING NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALITY PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON
UNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL. OLDER RECORDS MUST BE MAINTAINED FOR A PERIOD OF THREE
YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST THE RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTION
INCLUDING OBSERVATIONS, AND ACTIONS TAKEN IN ACCORDANCE WITH THIS PERMIT. THE PERMITTEE SHALL RECORD THE REQUIRED
RAINFALL AND MONITORING OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM
THAT IS INCLUSIVE OF ALL OF THE ELEMENTS CONTAINED IN THE DIVISION'S FORM. USE OF ELECTRONICALLY -AVAILABLE RECORDS, IN LIEU OF
THE REQUIRED PAPER COPIES FOR INSPECTION WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY
RECORDS.
h. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
1) CONTROL MEASURE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE MEASURES INSPECTED,
2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) INDICATION OF WHETHER THE MEASURES
WERE OPERATING PROPERLY, 5) DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, 6) CORRECTIVE ACTIONS TAKEN (7) DATE OF
ACTIONS TAKEN, AS WELL AS THE DATE AND AMOUNTS OF RAINFALL RECEIVED.
11) STORM WATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE DISCHARGE
OUTFALL INSPECTED, 2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) EVIDENCE OF
INDICATORS OF STORM WATER POLLUTION SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION, 5) INDICATION OF
VISIBLE SEDIMENT LEAVING THE SITE, 6) ACTIONS TAKEN TO CORRECT/PREVENT SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.
III) VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS: INSPECTION RECORDS MUST INCLUDE: 1) AN EXPLANATION AS TO THE
ACTIONS TAKEN TO CONTROL FUTURE RELEASES, 2) ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE
LIMITS AND 3) THE DATE OF ACTIONS TAKEN.
IV) VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS: ALL INSPECTIONS SHOULD INCLUDE EVALUATION OF STREAMS OR
WETLANDS ONSITE OR OFFSITE (WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.
V) VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN INCREASE IN VISIBLE STREAM TURBIDITY, INSPECTION
RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES DISCHARGING TO STREAMS
NAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR SEDIMENT -RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL
MONITORING, INSPECTIONS OR APPLICATION OF MORE -STRINGENT MANAGEMENT PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS. IF A DISCHARGE
COVERED BY THIS PERMIT ENTERS A STREAM SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FOR SEDIMENT -RELATED CAUSES,
AND A TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR THOSE POLLUTANTS, THE PERMITTEE MUST IMPLEMENT MEASURES
TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE ASSUMPTIONS AND MEETS THE
REQUIREMENTS OF THE APPROVED TMDL. THE DIVISION OF WATER QUALITY 303(D) LIST CAN BE FOUND AT:
HTTP://H20. EN R.STATE.NC. US/TMDI/GEN ERA1303D.HTML
4. SEDIMENT BASINS
SEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
a. OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
b. FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE DIVISION OF LAND
RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
C. CHEMICAL TREATMENT
1) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER STORM -RESISTANT COVER OR
SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT SURFACE WATERS.
II) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES PROVIDED BY THE
MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
111) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON
THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST" FOUND ON THEIR WEB SITE AT: HTTP://PORTAL.
NCDENR .ORGLWEBMGMS/SU .
IV) THE PERMITTEE MUST ROUTE STORM WATER TREATED WITH POLYMERS, F-OCCULANTS, OR OTHER TREATMENT CHEMICALS THROUGH
SEDIMENT TRAPPING, FILTERING, ANDIOR SETTLING DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT FLOCCULENT PRIOR TO
DISCHARGE TO SURFACE WATERS.
d. DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL ACT AND
UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO ASSURE THAT
BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONE
NEAREST THE LAND DISTURBING ACTIVITY.
5. DISCHARGES TO SPECIAL OR THREATENED WATERS
a. DISTURBED AREAS WITHIN ONE MILE OF AND DRAINING TO WATERS WHERE FEDERALLY -LISTED THREATENED OR ENDANGERED AQUATIC
SPECIES ARE PRESEN(SHALL BE LIMITED AT ANY TIME TO A MAXIMUM TOTAL AREA WITHIN THE BOUNDARIES OF THE TRACT OF20 ACRES.
THESE PROJECTS SHALL ALSO USE CONTROL MEASURES THAT ARE DESIGNED. INSTALLED AND MAINTAINED IN ACCORDANCE WITH CRITERIA
SET FORTH IN L5A NCAC 048 .0124 - DESIGN STANDARDS IN SENSITIVE WATERSHEDS. THE DIVISION OF WATER QUALITY MAY REQUIRE
ADDITIONALIALTERNATIVE PROTECTION MEASURES OR REQUIRE COVERAGE UNDER AN INDIVIDUAL CONSTRUCTION NPDES STORMWATER
PERMIT. OTHER MANAGEMENT PRACTICES MAY BE ACCEPTABLE IF THESE DESIGNS ARE SHOWN BY THE APPLICANT, TO THE SATISFACTION OF
THE DIRECTOR, TO PROVIDE EQUIVALENT PROTECTION.
b. CONSTRUCTION ACTIVITIES IN HIGH QUALITY WATERS ZONES REQUIRE QUICKER GROUND STABILIZATION PROVISIONS AS SPECIFIED IN
SECTION 11.B.2.B. OF THE PERMIT.
August 4, 2011
Major Elements of DWQ Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NC001) with emphasis placed on those elements that differ from the previous petrol (expiration on August 2
2011). Since the summary list below cannotcontain details of every change, the complete Permit sbruld be used to assort full
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
1) Ground Stabilization"
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Ezce ions
• Perimeter dikes,
.
maim, ditches
7 days
None
and slopes
• High Quality
Water (HOW)
7days
-None
Zones
If slopes are 10, or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2! 1,
14 days are allowed.
7-days far slopes
Slopes 3:l or
• S
14 days
greater than 50 feet
Alope
in length
None
• All alllef Afea4
(except forwith
a hatter
14 days
perimetersand
than 4:1lapes
W' Znncs
of time may be approved by the permitting audmrity
based on weather or other life -specific conditions that make compliance
impracticable." (Section I1.Be_X1'))
The major change in the Permit from the previous me is the shorter
Ames to apply ground stzbdizatme. such as mulch. wheat straw, or
grasses. The NC laws and rules rdating to the Sutinent Act require,
in most places. ground stabilizm within 21 days. Bstsed on the new
EPA requirements and 9-months work with a permit suhtwfy group,
CTAG, the Division and LPA-derloptd permit. now contains
requirements for grand cow cr warm 14. and in some places, 7 days.
2) Building Wastes Handling
• No paint or liquid waste in stream or storm drains
• Dedicated areas for dermlition, construction and other
wastes must be located 0' from storm crams and streams
unless no reasonable alomatiws available.
• Earthen -material strickplcs [must be located 50' from stone
drains and streams unlen no masonabic allemativcs
available -
Concrete materials musibe controlled to avoid contact with
surface warns, wetlands or buffers.
3) Discharges to Federally -listed Waters
• Requirements arc tlm: sane as in previous permit.
• The permit allows reducion from Ole 2C acre minimum if
the Director of DWQ decrmines that other B9ti's provide
equivalent oution-
1
DF,NER Monitaring Form Rev. 08012013 Page I of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000
AND SELF4NSPECTI0N RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S.113A-64.1
Land Quality or Local
Project Name
Program Project #
Financially Responsible
County
Part FRP / Permittee,
INSPECTOR
Name
Dyer
Inspector Type (Mark)
x
ress
FRPIPermlttee
Agent/Designee
one u ertinan
Address
PA AT 4 A - Rainfall Data
Day/ Date
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
M
T
W
Th
F
Sat (Optional)
Sun (Optional)
PART 1R. Currant Phaea of Prniart
Phase of Grading
check the applicable bo es
X
Installation of perimeter erosion and sediment control measures
Clearing and grubbingof existing ground cover
Completion of any phase of grading of slopes or fills
Installation of storm drainage facilities
Completion of all lama -disturbing activity, construction or development
Permanent ground corer sufficient to restrain erosion has been established
By this signature, I certify in accordance with the NCGOI OOOO permit & G-S. 113A-54.1 that thisreportIs accurate and complete to the best of my knowledge.
Financially Responsible Party / Permitee or Agent / Designee
Date
GROUND
STABILIZATION
TIMEFRAMES
Site Area Description
Stabilization
Thrmframe Exceptions
Perimeter dikes, swales and slopes
7 Days
None
High Quality Water H Zones
7 Days
None
Slopes $tee than 3:1
7 Days
If slopes are 10' or less in length and are not steeper than 2:1 14 days are allowed
Slopes 3:1 or flatter
14 Days
7 days for slopes greater than SW in length
All other areas with slopes flatter than 4:1
14 nays
None except for perimeters and HOW Zones
'For an eddable copy of this form as a Vdord doc and other information, see httD:lloortal.noenr 2Lq&w bAr/erosion
DENILR Munituring Fonn Rev. 08012013
Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
9d UnIIRA nF A RAINFAI I FVFNT GRFATFR THAN 0 51NCH PER 24 HOUR PERIOD.
Erosion and Sedimentation Control Measures Inspected
Inspection
Date
Describe Actions Needed
Corrective actions should be Performed as soon
Date
corrected
Measure IO a
Locatim and
Description
Operating
Properly?
(YIN)
Any Repair
or
Maintenance
Needed?
IN
New Measwes Insta/led
Actual
Drmensions Dimensions
il)
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as possible and before the next storm event
"New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
practice shown on a copy of the approved erosion and sedimentation control plan List Dimensions of Measures such as Sediment Basins and Ri rot p p Aprons
PART 28: STORMWATER DISCHARGE OUTFALLS (SDOs): SOOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
9A HnIIRS nF A RAINFAI I FVFNT GRFATER THAN 0-9 INC14 PER 24 HOUR PERIOD.
Stormwater
Discha'
le Outfalls
Ins ected
I
Inspection: i2eport Visible Sedimentation to streams or wetlands to
I
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Any Visible
ny Increase
Any
Any
Stormwater
Sedimentation
in Stream
Any visible oil
Date
Land Quality 'within 24 Hours
ty
Corrected
Discharge
In Streams,
Turbidity
Erosion
sheen, floating or
http:#Portal.ncdenr.orgtwebllr/division-contacts
Outfall
Wetlands or
from
below
suspended solids or
Describe Actions Needed
ID or
Location
Outside Site
Discharge?
SDO?
discoloration? (Y/N)
corrective actions should be performed as soon as Possible and
Limits? (YIN)
(YN)
MN)
before the next storm live t
PART 211r GROUND STABILIZATION Must be recorded after each Phaseof Grading
Areas Where Land Disturbance Has Been
Completed or Temporarily Stopped
Time Limit for
Ground Cover
7 days or 14
clays
Is Ground Cover
Sufficientto
Restrain Erosion?
Inspection
Date
Describe Actions Needed
Date
Corrected
Major Elements of DWQ Construction General Permit- Continued
4) Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after OX rain event.
• Inspections are only required during "normal business
horns"
• Inspection reporn must be available on -site during
business hours unless a site -specific exemption is
approved.
• Records most be kepi for 3 years and available upon.
request.
• Electronically -available records may be substituted
under cenain conditions.
5) Implementation of New Permit Gaaditio is
• Projects permitted udder the previous Permit can
continue to follow the previously-p rmimed conditions.
• Complete applications received prior to August 3, 2011
can follow eonditiors of approved application.
• Applications received after August 2, 2011 must comply
with now permit conditions.
August 4, 2011
6) Conditions in Faosioa J Sedimentation control Plans•
Designation on the plan:where the 7 and 14-day ground
stabilization mquiremass of the NPDES permit apply
Designation ant the planwhere beams that comply with the
surface -withdrawal regtrentents of the NPDES permit are
located.
7) Building. Wastes Handing
• No paint or liquid lutes in stream or storm drains
• Dedicated areas fademolition, construction and other
wastes located 50' roan storm drains and streams unless
no inestimable alteratives arc avadabte.
• Esrdtewmaterial sickpifes located 50' from starts
drains unless no retonablc alternatives available.
• Concrete materialsttust be controlled to avoid contact
with surface water wetlands, or buffers -
Sediment Bashes
• Outlet structures coat withdraw from basin surface
unless drainage are is lase than 1 acts
• Use only DWQ-aiNmvod flocculaots.
• In ads for the USY' Plan to satisfy the conditions oftfe Construction General permit, it mast irldtAN area where dot grad stabilization ngmrmtmffi apply and the
location or the basins where the nafa %ithdrswd requirements apply.
Document prepared by the Division of Water Quality
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Permit#)dI Date
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DEVELOPER NOTES:
1. ALTHOUGH THE CONTRACTOR EXCLUDES WORK REQUIRED THAT IS NOT SHOWN ON/IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR'S PRICE
SPECIFICALLY INCLUDES ALL INCIDENTAL WORK THAT SHOULD BE TYPICALLY REQUIRED TO COMPLETE A COMMERCIAL PROJECT REGARDLESS OF
WHETHER SAID WORK IS REFLECTED IN THE PLANS OR SPECIFICATIONS, HOWEVER, A VALID CHANGE IN THE CONTRACT SCOPE WILL REQUIRE A CHANGE
ORDER AND SAID WORK WILL NOT BE PERFORMED WITHOUT A CHANGE ORDER.
2. CONTRACTOR AGREES THAT ITS BONDS AND BUILDERS RISK INSURANCE CARRIERS WILL REFLECT THE INTEREST OF THE OWNER, TENANT AND THE
OWNERS LENDERS AS MAY BE REASONABLE REQUIRED BY OWNER, INCLUDING BUT NOT LIMITED TO, REFLECTING THE OWNER AS AN ADDITIONAL INSURED
FOR THE PURPOSES OF PROVIDING ALL RISK PROPERTY INSURANCE.
3. CONTRACTOR SHALL OBTAIN A COPY OF ALL APPLICABLE PERMITS FOR THE PROJECT AND MAKE ADHERE TO ANY ITEMS NOTED OR REQUIRED PER THE
PERMITS.
4. THE CONTRACTOR'S PRICE INCLUDES:
A. APPROPRIATE BONDING FOR NCDOT WORK AND BUILDER'S RISKILIABILITY INSURANCE IF APPLICABLE.
B. ALL PERMIT FEES AND TAP FEES AS OUTLINES IN THE GENERAL CONTRACT BID.
C. ALL FEES AND EXPENSES OF THE SOILS (AND OTHER) TESTING AGENCY (ICES) REQUIRED TO DEVELOP THE PROJECT IN ACCORDANCE WITH THE
CONTRACT.
D. ALL DEMOLITION AND CLEARING (AND OFF -SITE DISPOSAL OF DEMOLITION MATERIALS AND STUMPS) REQUIRED FOR THE PROJECT.
E. ALL ENERGY MANAGEMENT SYSTEMS, SWITCH GEAR, AND GENERATORS, SHOWN ON THE PLANS OR REFERENCED IN THE SPECIFICATIONS.
F. ALL UTILITY EXTENSIONS, ENTRY AND INSTALLATIONS REFERENCED IN THE PLANS AND SPECIFICATIONS INCLUDING ONSITE SEPTIC SYSTEMS.
G. ALL REQUIRED RAIN LEADERS, FIRE EXTINGUISHERS, SODDING AND SEEDING.
H. ALL ITEMS IDENTIFIED AS OWNER PROVIDED ITEMS; IN THE PLANS AND SPECIFICATIONS.
I. ALL ITEMS RELATED TO PROVIDING A COMPLETE COMMERCIAL PROJECT AS DEFINED IN THE PLANS AND SPECIFICATIONS.
J. ALL WORK RELATED TO PROVIDING COMPLETE EROSION CONTROL SERVICE FOR THE ENTIRE PROJECT, FOR THE DURATION OF THE
PROJECT. THIS INCLUDES THE CONTRACTOR BEING RESPONSIBLE FOR ANY FINES ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO
STRICTLY ADHERE TO ANY AND ALL LOCAL, STATE, OR FEDERAL REQUIREMENTS. THIS ALSO INCLUDES THE CONTRACTOR PERFORMING ANY
AND ALL INSPECTIONS OF ITS EROSION CONTROL SYSTEM, MAKING REPORTS, AND COPYING THE OWNER OR ANY OTHER REQUIRED ENTITY
WITH SAID REPORTS. CONTRACTORS DUTIES RELATED TO EROSION CONTROL SHALL NOT END UNTIL THE CONTRACTOR HAS RECEIVED A
FINAL SIGN OFF FROM NCDENR OR LOCAL PROGRAM.
K. ALL WORK REQUIRED TO PROPERLY ADHERE TO ANY PERMITTING REQUIREMENTS, INCLUDING ACTUAL WORK, KEEPING OF PAPER WORK, INSPECTIONS,
AND FILING FOR COMPLETION NOTICES, AS REQUIRED IN THE PERMITS ATTACHED TO THE CONTRACT.
L. APPROPRIATE BONDING FOR THE STORMWATER BMP AS REQUIRED BY LOCAL AND STATE AGENCIES (IF PROJECT INCLUDES A STORMWATER BMP).
M. CAPPING OF ALL ON SITE WELLS.
N. PROPER REMOVAL OF ANY ABOVE GROUND OR BELOW GROUND STORAGE TANKS OR SEPTIC SYSTEMS.
5. CONTRACTOR SHALL FURNISH AN APPROPRIATE FOUNDATION SURVEY,
6. THE CONTRACTOR SHALL TIMELY ORDER ALL EQUIPMENT AND MATERIALS THAT HAVE LEAD TIMES POTENTIALLY IMPACTING THE SCHEDULE. THE
CONTRACTOR SHALL TIMELY PROVIDE OWNER WITH ALL REASONABLY REQUESTED WORK SCHEDULES INCLUDING RECOVERY AND/OR MILESTONE
SCHEDULES.
7. THE CONTRACTOR ACCEPTS THE RESPONSIBILITY TO COORDINATE BETWEEN THE CONTRACTOR'S TRADES (INCLUDING COORDINATION BETWEEN THE
ARCHITECTURAL AND CIVIL DRAWINGS) TO ENSURE THAT ALL NECESSARY SCOPES OF WORK ARE INCLUDED IN THE CONTRACTOR'S PRICE.
8. IN THE EVENT MEASUREMENTS OF SOIL MATERIALS BECOME NECESSARY, CONTRACTOR AGREES TO USE "IN PLACE" MEASUREMENT. THE CONTRACTOR'S
PRICE INCLUDES SOILS HANDLING IN A MANNER STRICTLY CONSISTENT WITH THE PLANS, SPECIFICATIONS, AND SOILS REPORT.
9. OWNER CHANGE ORDERS. ANY ITEM FOR WHICH THE CONTRACTOR MAY REQUEST AN OWNER CHANGE ORDER SHALL BE SUBMITTED IN ADVANCE TO
OWNER FOR OWNER'S WRITTEN APPROVAL PRIOR TO CONTRAC TOR PERFORMING THE WORK. THE OWNER IS NOT FINANCIALLY RESPONSIBLE FOR ANY
CHANGE ORDER WORK PERFORMED WITHOUT WRITTEN APPROVAL.
10. AS CONSTRUCTION NEARS COMPLETION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER APPROPRIATE "FIRM UP" LETTER(S) THAT THE OWNER OR
TENANT MAY RELY UPON.
11. ROCK:
A. IN NO CIRCUMSTANCE WILL OWNER PAY FOR ROCK COST IF THE ROCK CAN BE RIPPED WITH A D-8 DOZER OR EQUIVALENT, THE QUANTITY OF ANY
ROCK SHALL BE MEASURED PRIOR TO BLASTING. 1
B. IN THE EVENT OF ROCK THE CONTRACTOR SHALL TIMELY PROVIDE ROCK BLASTING LIABILITY INSURANCE TO OWNER NAMING OWNER AS
CERTIFICATE HOLDER AND ADDITIONAL INSURED TOGETHER WITH THE APPROPRIATE CERTIFICATES OF INSURANCE. SAID INSURANCE SHALL BE
FROM A FINANCIALLY STABLE INSURANCE CARRIER LICENSED TO DO BUSINESS IN THE STATE OF NORTH CAROLINA. FURTHER, CONTRACTOR
HEREBY INDEMNIFIES AND SAVES OWNER HARMLESS FROM ANY LIABILITY RELATED TO ROCK BLASTING.
12. THE CONTRACTOR'S EXCLUSION OF UNDERCUTTING UNSUITABLE CUT EXCAVATIONS ASSUMES THAT THE CONTRACTOR HAS DILIGENTLY
PROTECTED THE CUT EXCAVATIONS AND NOT ALLOWED PONDING IN UNPROTECTED AREAS.
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Construction In pond ,ncc .m,h ;hem durproaft Is
requhec by the storm am r 1x,�mN, North Carolina
rules regWfo that thq stormwa er system designer
Inspect during construction certlfy conformity with the
Plans and specs: and cedify com,Plionce with the
stormwater rules. (15A NCAC 2H ,1008 (j) )
PannH Q I t'o O I O ( Date 1.
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Sheet G002._Revision Date .2 . Z-0!$'
SHEET SIZE:
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DATE:
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PR0.IECT NUMBER:
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DRAWN BY:
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APPROVED BY:
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SCALE:
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SHEET:
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

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4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
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5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
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6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
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2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF -SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
APPrwred Storrnw,ut jr 5;p;rr;t Dpcuments
Conatrudan in accord�nco .vjIh these docL+meMs is
raquMed by the stormwlter Pc,mq. North Carolina
rusk raqui i that the shrmwaisr s stem des'
Pima and constnlcFnn I certify conforms with the
stormwater ks. (15A NCAC 2H'710D08 with the
Pwm't#_PLU41C 0101
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ENGINEERING I PLANNING I ENVIRONMENTAL
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DATE:
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PROJECT NUMBER:
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DRAWN BY:
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APPROVED BY:
J.CHURCH
SCALE:
1" = 40' (H)
MM
SHEET:
C004
© COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAM, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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4.31 ACRES
\ / / JUSTUS R. MARTIN
POA-CAMILLE GRAVES
\ D.B. 209, PG. 143 I
\ \ / / / / / D.B. 512, PG. 316 1
\ / / D.B. 2436, PG. 1894
EYISEXISTING / TAX PARCEL ID 697151-7883
�- PERA NG A REBAR // 1
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ZONE AG \ \\ \ 18' x 18' DUMPSTER PAD, 8'
TALL DUMPSTER
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WALLS WITH WOOD PAD
\ � GA SEE DET. 5IC904 I I
\ \ ( \
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\ \- - \ >� 0. ♦ \ .. :" I RETAINING WALLS TO BE
I ' DESIGNED BY OTHERS. PROVIDE
•., <�= • \ \ A'.: •'•'•. ti _^.° STANDARD DUTY
\ �� ��G ♦ ASPHALT
X I i SAFETY FENCE ALONG EXTENTS
OF WALL SEE DET. 3/C901
All
BOA y DOLLAR GENERAL
9G9p 9,100SQ.FT. o i 1
4.313ACRES w
EX. HOUSE `� t 31 PARKING SPACES 1
\\ PARCEL ID:697181-7883.00 MARSHALL D. McGEE, JR.
\, 1\ N19• 4U 41'W x x/ F.F.E. = 817.00 I D.B. 2474, PG. 3292
\ MARY C. PRICE m� 68.90 n\ i TAX PARCEL ZONEAG
6971-71-4726
G� a HANDICAP RAMP& I ZONE AG
\ \ \ D.B. 816, PG. 26 \ 1 m\ F '� SIGNAGE SEE DET.
\ TAX PARCEL ID 6971-61-66 �A v � 3-5/C900
\ ZONE AG 1y �� yn\ 2 BIKE SPATS I 1
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\ qL CONCRETE 1 1 AN13' 38' 14"W 1 1
FOAF ♦ FT`1 HEADWALL PER
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10'x 70'SIGHT 3
TRIANGLE t <, ; I I`
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EXISTING
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PAVEMENT
MARKINGS TO BE �y OUFF
4, WHITE AND MEET i RETAINING WALLS TO BE \
T-91 SP MINI -SKIP LINE \ Fp .,'C NCDOT STDS. 12416� ?it% DESIGNED BY OTHERS. PROVIDE
SAFETY FENCE ALONG EXTENTS
PER NCDOT STD. 1205.05\4-DOUBLE ��8 �' OF WALL SEE DET. 3/C901
I f� YELLOW MARKINGS STANDARD CONCRETE
For 1 IN \ I DUTY ASPHALT WHEELSTOPS
\ B SEE DET. 2JC900 SEE DET. 4/C901
WHITE LANE LINE \ \ EO P" "�- EXISTING ROGER D. HAWKINS \ \
74' 07- 12"W REBAR
D.B. 2141. PG. 2049
\� 60' 19x7oscHT TAX PARCEL ID 6971-71-2355
S7- \ TRIANGLE ZONEAG
ARROWS TO MEET \ \G�c
NCDOT STDS. 1205.08 \ IF THERE ARE SNOWPLOWABLE
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© COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
LEGEND
- - PROPERTY LINE
too EXISTING CONTOURS
^� PROPOSED CONTOURS
- - - - - SETBACK
P OVERHEAD ELECTRIC
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF -SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.
2. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE ON ASPHALT FOUR (4) INCHES WIDE UNLESS INDICATED
OTHERWISE. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.
3. ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4. ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
5. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
8. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED EY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
11. ALL EXISTING ON -SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF -SITE,
INCLUDING ALL ATTACHED U'nLITIES AND APPURTENANCES. ANY AND ALL WELLS ON -SITE SHALL BE IDENTIFIED
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
12. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).
13, ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
ANY SIGN.
Approved Stormlau^.Rr Perm' Documents
Construction in accorda * mto fhese documents is
required by the stormwat,2r pa,mA North Carolina
rules require that the stormw�r system designer
Inspect during construction, rr_rtity contorrr* with the
plans and specs; and certify compliance With the
stormwater rules. (15A NCAC 2H .1008(j))
Permit # 5 W 41 & 010 ( Date 1. 21. L01 G
by M tQATJ 0 A.IL '
sheet # G 1 O O Revision Date5.27.
SITE INFORMATION
PROPERTY SIZE
4.31±ACRES
IMPERVIOUS AREA
31,871 SQ.FT.
ZONE
LIMITED BUSINESS
PARKING COUNT
(1 SPACE/30 SOFT)
31 SPACES
WATERSHED
DAN RIVER
STRIPING LEGEND
SURRCES SHOULD BE CLEAN, DRY AND
YELLOW CURBING AND BOLLARDS -
METALSURFACES FREE OF HEAVY RUST. 2
PARKING LOT
COATS SHERWIN WILLIAMS -KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY YELLOW
B55Y300
SURFAES SHOULD BE CLEAN, DRY. TOP
STRIPING -PARKING LOT
COAT SIERWIN WILLIAMS- PROMAR TRAFFIC
MRKING PAINT YELLOW TM5495
SURFAES SHOULD BE CLEAN, DRY. TOP
HANDICAP STRIPING - PARKING LOT
COAT SI-RWIN WILLIAMS-PROMAR TRAFFIC
,LARKING PAINT "H.C." BLUE
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DATE:
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DRAWN BY:
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APPROVED BY:
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SCALE:
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SHEET:
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LEGEND
- - PROPERTY LINE
100 - - EXISTING CONTOURS
11 PROPOSED CONTOURS
- - - - - SETBACK
P OVERHEAD ELECTRIC
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF -SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
GRADING NOTES
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
THE FACILITY.
4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
SPECIFICATIONS.
5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND MARK OUT THE ITEMS ESTABLISHED BY
THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.
LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH
POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT
EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.
10. ALL CORRUGATED METAL PPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS ARE
TO BE HUGGER TYPE.
11. ALL STORM DRAINAGE PIPE' SHALL HAVE 12" MINIMUM COVER.
11. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHED
FLOOR ELEVATION.
12. ALL HDPE IS TO BE ADS N-L ST IB DUAL WALL WITH SOIL TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED
EQUAL.
13. ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.
14. CONTRACTOR IS RESPONSIELE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.
DRIVEWAY PROFILE
STATION
-0+10
O+OU
1+00 1+10
-- -- _ � EXISTIN; GRADE --
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- - - -
\ \ \\ O.B.\♦-`�----815__- - -2141, PG. 2049
- - - - - TAX PARCEL ID 6971-71-2355
\ \ \� ♦ DRIVEWAY PROFILE ZONE AG
\ \
01
BEFORE YOU DIG! -
\
CALL 1-800-632-4949 \ \ . - - -
N.C. ONE -CALL CENTER
IT'S THE LAW!
© COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
_ . I r
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20
10
00
90
1+00 1+10
Approved StofmiFri3Y>1, I'llw-nit Documents
Construction in accordance wnin .here documents is
required by the siorm'water p,:oft North Carolina
rubs req rs that the stormwiiw system designer
Inspect during construction; certify coWormityy with the
plans and specs: and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Pam* # .l LI 1 O 1 0 1 Date I.21. 2
by M -rte.Naa.l.�..
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ABBREVATIONS
TC TOP OF CURB
BC BOTTOM OF CURB
TOR TOP OF RAMP
BOR BOTTOM OF RAMP
TOW TOP OF WALL
BOW BOTTOM OF WALL
BOD BOTTOM OF DITCH
HP HIGH POINT
EX. TC EXISTING TOP OF CURB
EX. BC EXISTING BOTTOM OF CURB
EP EDGE OF PAVEMENT 40 20 0 40 80
EC EDGE OF CONCRETE
SHEET SIZE:
24"X36"
DATE:
05/27/2015
PROJECT NUMBER:
0700812015
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1"=40'
M
SHEET:
C200

1
C901
4
C901
7
C901
CURB AND GUTTER
--ill—III T3000
PSI CONIC.
CURB AND GUTTER
ASPHALT PAVING
SEE DETAIL
ASPHALT SHALL BE }
I_ ABOVE GUTTER EDGE
COMPACTED ABC
CONCRETE WHEEL STOP
4" PAINTED LINES
6' LONG CONC. WHEEL STOP
ANCHORED WITH (2) #4 BARS
BIKE RACK
#4 BAR
co N
PAD, 2000 PSI.
U2RACK BQ279-1002 OR
APPROVED EQUAL, WITH
IN -GROUND INSTALLATION. SEE
MANUFACTURER FOR
INSTALLATION REQUIREMENTS.
2
C901
5
C901
8
C901
CONCRETE SIDEWALK JOINTS
ill
ENLARGED VIEW
OUTLET BOX
SEE PLANS
FOR DETAIL
t� 5'
SURFACE ROUGHENING
NOTES:
1. USE AN APPROPRIATE IMPLEMENT SUCH AS DISKS, TILLERS, SPRING
HARROWS, OR THE TEETH ON A FRONT-END LOADER BUCKET TO
CREATE A SERIES OF RIDGES AND DEPRESSIONS THAT RUN ACROSS
THE SLOPE (ON CONTOUR).
2. DO NOT BACK -BLADE SURFACE DURING FINAL GRADING.
WET DETENTION BASIN
10'VEGETATED
r LITTORAL SHELF
765.50 PERMANENT POOL I @ 1 O:I SLOPE
765
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PLAN VIEW
766'00 765.50 PERMANENT POOL
7ss.oe FOREBAY
759.00
SECTION A
763.00
3
C901
OWNER TO
SELECT FINISH
6
C901
9
C901
RETAINING WALL SAFETY FENCE
8' MAX.
21" X 2 q" POST & FLAT CAP
RETAINING WALL TOE STABILIZATION
REFER TO LANDSCAPE PLAN TO PLACE SOD
OR SEED & MAT WITH AMERICAN EXCELSIOR
AEC PREMIER STRAW/COCONUT ECB OR
APPROVED EQUAL. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
U&M,
COMPACT SOIL TO 95%
STANDARD PROCTOR IN
MAX 6" LIFTS
VARIES
RETAINING WALL TO BE
DESIGNED BY OTHERS
EXCAVATION DEPTH
DETERMINED BY WALL
DESIGNER
LEVEL SPREADER
y y i i
VEGETATED
DIVERSION TRANSITION TO
•� /\W y y y y 0 GRADE
• J y i N y y i
y Y y y W y
♦•••• ••y"•"y"•�
y y y y y // y Y y y y y STABILIZED
f
y• •y y y y y y / / y y y y y y SLOPE
y y y y y y y y y y y
STABLE
UNDISTURBED
OUTLET y y y y y y i y y GENERAL NOTES:
y y y y y y y y 1. REFER TO NCESCPDM SECTION #6.40
y y y y y y y FOR ADDITIONAL DESIGN
y y y y i y SPECIFICATIONS REGARDING LEVEL
y y y y SPREADERS.
y y y
LEVEL LIP
OF SPREADER
MATERIAL VARIABLE
STAPLEDIN
PLACE
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BURIED
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Construatien in arr,Ord no.) inn
APPROVED BY:
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requited loullfyyy the etOrmWaty, p,;rm4, North Carolina
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Ins�pe�urin ,�r system designar
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C902
OUTLET STRUCTURE
TOP OF BOX
ELEV. = 768.00
GROUT INTERIOR
< ' ' r °
WALLS
? 6' ORIFICE
• e INV. ELEV. = 766.50
2' x 2' PRE -CAST
CATCH BASIN
a . 1.5" ORIFICE
INV. ELEV. = 765.50
e FILL BOX WITH
2 -10" PVC OUTLET
°
' "' '' CONCRETE TO THE
INV. ELEV. = 765.50
ELEV. OF 765.25
BOTTOM OF BOX
:: ° °
ELEV. = 763.25
' ; `
4 6 .
a
T
6" #4BARAT8"O.C.E.W. 3'Wx3'Lz4"D
3,000 PSI CONCRETE
4
C902
FOOTING BEYOND
2
C902
ROCK DOUGHNUT INLET PROTECTION
1.5' CROSS-SECTION 3.75'
VIEW
GENERAL NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. GRADE SHALLOW DEPRESSION UNIFORMLY TOWARDS THE INLET WITH SIDE SLOPES NO GREATER THAN
2:1. GRADE A 1-FOOT WIDE LEVEL AREA SET 4 INCHES BELOW THE AREA ADJACENT TO THE INLET.
3. INSTALL THE CLASS B OR CLASS I RIPRAP IN A CIRCLE AROUND THE INLET THE MINIMUM CREST WIDTH
OF THE RIPRAP SHOULD BE 18 INCHES, WITH A MINIMUM BOTTOM WIDTH OF 7.5 FEET. THE MINIMUM
HEIGHT OF THE STONE IS 2 FEET.
4. THE OUTSIDE FACE OF THE RIPRAP IS THE LINED WITH 12 INCHES OF NCDOT #5 OR #57 WASHED STONE.
MAINTENANCE NOTES:
1. INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2"
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
2. TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE SEDIMENT FROM THE SEDIMENT
POOL AREA WHEN THE VOLUME IS DECREASED BY HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. STABILIZE EXCAVATED MATERIAL APPROPRIATELY.
3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING SEDIMENT REMOVAL. REMOVE
DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED. IF THE INLET WAS COVERED WITH WIRE
MESH THE MESH SHOULD BE CLEANED OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF
THE DROP INLET. SMOOTH AND COMPACT IT AS NEEDED.
5. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND COVER.
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F FIGURE E
FIGURE B/
FIGURE C FIGURE E FIGURE C
STEP 1 - SITE PREPARATION / ^ _
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS, / BLANKET 3
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO \ FIGURE C
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
> > BLANKET
STEP 2 -SEEDING -
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY. , > > FIGURE F
> > / BLANKET 2
STEP 3-STAPLE SELECTION , GROUND
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO > > ' , ^ - SURFACE
TO T
e ,
H \
SECURE THE BLANKET E GROUND SURFACE. INSTALLATION IN ROCKY
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET ` FIGURE B/
FIGURE E
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND "::'FjGURE D
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF ^ '
BLANKET
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG ,
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET `.• `. ':: „'.. `,:.'.;.:: '..`<'.' GROUND
L>aNKE 2
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN ":.:. ".: SURFACE
FIGURES A, H, E AND F). , FIGURE I
STEP 5 - SECURE BODY OF BLANKET STAPLES PER ROLL ( OR 4 "SLOPE INSTALLATION APPROXIMATELY 200 L 8' 4-
STEP
BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF "'' ' `BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8' WIDTH) REQUIRED - WIDE BLANKET SHOWN
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN FIGURE E
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE FIGURE A - BED INSTALLATION 8" 4" FIGURE H -SLOPE INSTALLATION
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE 2" "�<_ 2" -x- 2" mac- 2" 2" .*- 2"
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS 15"
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO FLO`1'I ` BLANKET < x x x 1•x--2"max 1"
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA ✓ ` 3" / \/ 1.5" 8"
OF BLANKET, FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES. �`✓ -
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J. = I - I IIII , x x x x
BLANKET 3 - 11- 1" -x- 1" -x� - 1" - 1" -x- 1"
=1 I I-
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION - - -! I-1 i' x x x > x x
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E. GROUND <x x x > < x
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE jI I V I =! I'- SURFACE
TERMINAL EDGE. )<
x x x x x � 4"
MAINTENANCE NOTES: FIGURE B - PROFILE VIEW
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND x x x x 1"x` " "x' 1"
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT FLOW
REPAIR IMMEDIATELY. x x x x
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION 3
MUST NOT OCCUR BENEATH THE RECP, BLANKET 1 BLANKET 2 X- DENOTES STAPLE FIGURE E- PLAN
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE LOCATION
CONTACTWITH
OCCURS
TO PLBEREPAI ED ANDCONTROLLED
DRAINAGE,
_ _ _ FIGURE D - PLAN VIEW- BED INSTALLATION VIEW
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.\\ \\, �\ \\\�
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER \
IS ESTABLISHED. GROUND
SURFACE
FIGURE C - CROSS SECTION
VIEW
FIGURE F- PROFILE VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
CRITICAL POINT
CRITICAL POINT
TERMINAL END
GROUND
SURFACE
GROUND
SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
3
C902
(PAVED AREAS)
IT THICKNESS,
H OR HB BITUMINOUS
CONCRETE MAY BE USE
(UNPAVED ARD
CONCRETE ENCASE
AT 3000 P.S.I.
20
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VALVE BOX COVER (TO BE LABELED --r
'WATER' OR "SEWER', AS APPROPRIATE)
PLAN VIEW
1/2" GALVANIZED
1.5'
5
C902
MALLEABLE
CASTIRON
rjI" 2" 1II"
_F_
2.5"�
CLEANOUT
CLEAN -OUT PLUG
CONCRETE PAD 8"
THICK X 2' SQUARE
81/8" BEND
SEWER MAIN
US FOUNDARY COVER
USF # 7261
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE
ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT.
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS.
MAINTENANCE NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMEVT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WIT
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABL
MATERIALS SPILLED WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
50' MIN
r 6" MIN PUBLIC STREET
6
C902
EXISTING
50' MIN
TEMPORARY DIVERSION
..------ r
,,,, MIN
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND
OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL
DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NO" LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND OVERSION TO PERMIT MACHINE
REGARDING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTEF CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING LAYS.
MAINTENANCE NOTES:
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMEVT FROM THE LOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFUL-Y CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVED THE RIDGE AND TH_ CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
ENGINEERING I PLANNING I ENVIRONMENTAL
1305 SOUTH COLLEGIATE DRIVE
WILKESBORO, NC 28697
336.844.4088 http://brec.biz
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Date 20 by wt i2ANDal.� btt�f"
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SHEET SIZE:
24"x36"
DATE:
05/27I2015
PROJECT NUMBER:
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DRAWN BY:
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APPROVED BY:
J.CHURCH
SCALE:
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SHEET:
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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1
C904
DROP INLET
3000 PSI CONCRETE APRON
WITH 6X610110 WWF GRATE AND FRAME
(COLOR DARK GRAY) 5'TYP. US 4111-6'2
SLOPE % UNLESS SPECIFIED OTHERWISE Fes- 10,
L IGRATE
FOOTING BEYOND
STEPS REQ'D FOR
BOXES >4'DEEP ><
jr
94 BAR CONT "- AT 10" O.C. O PRECAST BOX I
LU
LU 1. I
' 111 L3 I _
PRE-CASTBOX Q O 'I o00o
GROUT SMOOTH t > U ASPAHLT PAVING o0
i- y
AROUND PIPE OR CONCRETE 1 I oo
1
E
) VARIES L�(r _ �� 11.
TO FIT PIPE O.D. L J'
AND GRATEINL_ET 3000 PSI CONCRETE
6' #57 STONE BASE I III
(COMPACTED) CONCRETE APRON I NOTE PIPE ALIGNMENTS
AROUND INLET SHOWN ARE EXAMPLES
4
C904
ROCK
O�
\ RIPRAP
\\ HEADWALL
CLASS B RIPRAP
FLOW
#4 BAR AT 8" O.C.E.W.
PIPE INLET PROTECTION
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.55 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK PIPE INLET PROTECTION.
MAINTENANCE NOTES:
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND
AFTER SIGNIFICANT(1/2 INCH OR GREATER) RAINFALL EVENT AND
NATURAL GROUND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACUMULATED TO ONE-HALF THE DESIGN
DEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
PIPE INVERT, 36"
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED
<' PIPE MAX
FROM THE STONE HORSESHOE MUST BE REPLACED.
3, AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN
(
PERMANENTLY STABILIZED REMOVE THE STRUCTURE AND ALL THE
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
C?--�
r
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
NATURAL GROUND
t1IFILTER BERM NC RIPRAP HEADWALL, 1' MIN
DOT #5 OR #57 HEIGHT FROM ROAD SHOULDER
WASHED STONE
3'FLOW
--I
2 r
IF
NC DOT #5 OR #57
WASHED STONE
CLASS B RIPRAP
2
C904
STEP REQO FOR
GROUT INTERIOR BOXES > 4' DEEP
WALLS �\ AT 10"O.C.
BASIN: NDS# 12001 1216
PRE -CAST CATCH BASIN
PER D.O.T. HEAVY-DUTY
TRAFFIC RATING. ROUND
PRE -CAST CAN BE
SUBSTITUTED FOR SQUARE
6" OF #57 STONE COMPACTED
5
C904
4" O.D. GALVANIZED STEEL BOLLARD
CONCRETE FILLED (TYP.)
#4xCONT. E.W. @ 4'-0" O.C.
SLEEVE FOR CANE BOLT. SEE
DETAIL "B"
CONC. FOOTING
CONST. JOINTS @ 7' 0" O.C.
YARD INLET
INLET FRAME
AND GRATE
(USF 4131-6001)
F_
L—
BRICK DUMPSTER ENCLOSURE
GA. PAINTED A ETAL
LTE (BOX RIB)
14'-0"
6" THICK PCC SLAB Wit -
6x6-2.9x2.9 W.W.F. ON 4"
GRAVELBASE
SEE JAMB DETAIL
2x6 TREATED RAISED
1/2" ABOVE TOP PLATE
TO MAINTAIN
POSITIVE SLOPE
4" BRICK TO MATCH
BUILDING. PROVIDE
MASONRY VENEER
ANCHORS @ MAX. -
HORIZONTAL SPACING TO
OF 24" AND MAX. _
VERTICAL SPACING OF
1" AIR SPACE
WEEPS @ 48" O.0
GROUT SOLID
PAVEMENT SURFACE
AS SPECIFIED —�
c
Mill
01111111111111
INNE-1111I
■■®1111
PLAN VIEW
12'-0"
DEL. WIDE ENCLOSURE
TO HAVE 4-GATES
18 GA. CLEANED, PRIMED &
PAINTED METAL GATE.
(BOX RIB)
112" DIA.x8" BARREL BOLT
LOCK W/STOP PLATE AND
HOLE FOR LOCK
PAINT INSIDE TO MATCH
BLCG.- EPDXY PAINT
#5 BARS
VERTICAL
48' O.C.—
WALL FTG. BEYOND
C.F. (SEE SECTION "A")
6" THICK PCC SLAB W/
6x6-2.9x2.9 W.W.F. ON 4"
GRAVELBASE
TS5x5x1/4 EMBEDED 12" INTO
FOOTING
ELEVATION
EDGE OF 2X ANGLE
STEEL FRAME —
2xANGLE FRAME
CANE BOLT REST-
PREFINISHED .040" ALUMINUM TRIM
CAP W/ CONT. CLEAT. COLOR TO
BOT. OF CANE BOLT
PLATE 1" BELOW
MATCH BRICK
BOT. OF GATE
FRAME
2x6 TREATED TOP PLATE
1}" DIA. X 1" DEEP SLEEVE
PAVEMENT FOR CANE BOI
#5 HORIZ. BAR @ TOP (TYP.) TIE
AT CLOSED & 90° OPEN
TO #5 VERT. BARS
POSITIONS
8"1 8"X 16" C.M.0 WALL W/
DUR-O-WALL EVERY SECOND
COURSE.
SOLID GROUT ALL CORES
#5 HORIZ. BAR @ MID. HGT. TIE
TO #5 VERT. BAR (TYP.)
SLAB PER PLAN
#5@12" O.C. CONT. TOP
1'-6" & BOTTOM
SECTION "All
TL' 1/4'z4"x2'-0" BOLTED
5" TO FRAME
24" x 5" CANE BOLT
(1/2" DIA.)
3/4" DIA. STEEL GUIDES
p WELDED TO PLATE (TYP.
v OF 3)
TOP OF PAVEMENT
F21CANE BOLT (1 PER GATE)
1/2" DIA.x8" BARREL BOLT LOCK (ONE GATE)
1/2" DIA.x24" CANE BOLT GATE (BELOW)
L1}x1j4 DIAGONAL BRACE
1"x18 GA. METAL DECK
GATE /4 FRAME, 4 SIDES EA. \
GATE
4 PAIR (8 TOTAL) McKINNEY
MPB99 HINGES EA. GATE
WELDED TO GATE & POST I
Wzlf 11
4' BRICK
8"X 8"X 16"
3/8" DIA. A.B. 14" x 2"
C.M.U. WALL
@ 16" O.C. VERT.,
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BOLT TO TS
#5 VERT. BAR @
-
W/ACORN NUT ON
48" O.C.
OUTSIDE
#5 HORIZ. BARS @'r,
TOP & MID HGT.
TS5x5x1/4 w/1/4"x5"x0'-5" LG CAP
PLATE. EMBED. 12" INTO FOOTING
JAMB
DETAIL
3
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PAVEMENT OR BACKFILL
(SEE PLAN)
GROUT INTERIOR
WALLS
PRE -CAST CATCH BASIN
PER D.O.T. HEAVY DUTY
TRAFFIC RATING. ROUND
PRE -CAST CAN BE
SUBSTITUTED FOR SQUARE
JUNCTION BOX
•
4
.
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.
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4'4 BAR AT 8" O.C.E.W.
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
MANHOLE LID AND FRAME
(USF 669 KL COVER UNLESS
OTHERWISE SPECIFIED)
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Approved Stormi €'e rmtA Documents
Construction in sccofd�,nce wiin these documents is
required by the stormwl-ier P-nl't. North Caroilna
rules require that the stonnavnrsr system designer
Inspect dunng construction, certify coMor:nity with the
plans end specs: and certify corrglionce with the
stormwater rules. (15A NCA.0 2H .1008 (I) )
Permit # Date t • 21 • '1014
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SHEET SIZE:
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DATE:
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PROJECT NUMBER:
0700812015
DRAWN BY:
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APPROVED BY:
J.CHURCH
SCALE:
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SHEET:
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