SW3170901_APPROVED PLANS_20180220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW dJ7U�yD/
DOC TYPE ❑ CURRENT PERMIT
02APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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STORE #18434
VICINITY MAP (NTS)
SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
CITY/TOWN: SALISBURY, NC
ENGINEER:
BREC, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3448
NORTH CAROLINA COUNTY MAP
(ROWAN COUNTY)
SHEET INDEX
C000
COVER SHEET
C001
NOTES
C002
EXISTING CONDITIONS
C003
DEMOLITION PLAN
C100
SITE PLAN
C200
GRADING PLAN
C201
PRE -CONSTRUCTION DA
C202
POST -CONSTRUCTION DA
C300
PHASE 1 ESC PLAN
C301
PHASE 2 ESC PLAN
C302
FINAL ESC PLAN
C400
UTILITY PLAN
G100
LANDSCAPE PLAN
C900
DETAILS
C901
DETAILS
C902
DETAILS
C903
DETAILS
C904
DETAILS
C905
DETAILS
SITE COORDINATES: LATITUDE = 35.615450' N LONGITUDE =-80.535638' W
© COPYRIGHT 2017 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.
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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-049b001337ac&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://CILLUB.EPA.GOV/NPDES/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).
II) 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
I) 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.)
II) 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:
1) 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.
II) 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:
I) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE.
11) 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 REPOLTNG FOR VISIBLE SEDIMENT DEPOSITION
1) 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:
HT-rP:HH20. ENR.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:HPORTAL.
NCDENR .ORGLWEB/WG/WSISU .
IV THE PERMITTEE MUS
T ROUTE STORM WATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS THROUGH
SEDIMENT TRAPPING, FILTERING, AND/OR 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
ADDITIONAL/ALTERNATIVE 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 11.13.2.13. 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 (NCG01) with emphasis placed on those elements that differ from the previous permit (cxpimtion on August 2,
ml 1). Since the summary list below cannot contain details of every change, the complete Permit s)rould be used to assure full
implementation. See: http:/jpontai.ncdenr.erg,'.vabJwgivvs%s+rconstruction
1) Ground Stabilization*
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exc4-ptions
Perimeterdjkes.
swales, ditches
7 days
Norse
and slopes
• High Quality
Water(HQW)
7days
Nate
Zones
If slopes are 10, or
• Slopes steeper
7 days
less in length and art
than 3:1
not steeper than 2: 1,
14 days are allowed
• Slopes 3:1 or
7-days for slopes
flamer
14 days
greater than 50 feat
in length
• Ail other areas
Noce
with slopes flatter
14 dot's
(exo
than 4:1
perimeters and
HOW Zones
• "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable. -(Section n B(2)tb))
The major change in the Permit tr,,m the previous one is the :droner
times to apply ground stabdnation such as mulch, when srmw, rw
grassaa. The %C laws and rules relating to the Sediment Act require,
is most places, ground start lizatIon within 21 days. Based on the new
EPA requirements and 9-months',;uk tvida a palm it advisory group.
CTAG, the Division and EPA- k,dcyxd Ivrm it, now contains
requirements for &round cover wihln 14, and in some places, 7 days.
2) Building WxA" Handling
• No paint or liquid wine, in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes mast be located So' from storm drains and streams
unless no reasonable alternatives available.
• Earthrn-material stockgies mast be located So' from stone
drains and streams unhesi no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands. or Indent.
3) Discharges to Federally -listed Raters
• Requirements are the same as in previous pmnit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ detcanines that other BIMN provide
equivalent Protection.
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DEMLR Monitoring Form Rev. 08012013 Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-64A
Project Name
Land Quality or Local
Pr ram Project #
Financially Responsible
County
PartFRP / Pennittee
INSPECTOR
Name
oya
Inspector Type tMark)
x
I Address
FRPIPermitt e
AgentfDesignes
one Monier
ErrollAddress
PART 1A- Rainfall nata
Day / Data
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)
.. I t. III •i
PART 111: Current Phase of Prnieet
Phase of Gradin0
check the applicable bottles)
X
Installation of perimeter erosion and sediment oontrol measures
Clearing and grubbing of existing ground cover
Completion of any phase of grading of slopes or fills
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground carer sufficient to restrain erosion has been established
By this signature, t certify in accordance with the NCG010000 permit & G.S. 113A-54.1 that this report is accurate and complete to the best of my knowledge.
Financially Responsible Party / Permitee or Agent / Designee
Date
GROUND STABILIZATION
TIMEFRAMES
Site Area Description
Stabilization
Timerrame Exceptions
Perimeter dikes swales and slopes
7 Da
None
High QualityWater Zones
7 Da
None
S Stec than 3:1
7 Da
If slo s are 4'" or less in length and are not steeperthan 2:1 14 dal are allowed
S 3:1 or flatter
140
7 dal far slo s reciter than 50 in men
All other areas with slopesflatter than A,1
14 Da
None except for perimeters and HQW Zones
'For an editable copy of this form as a Word doc and other information, see htto:b2rtal.nodenr.orglwebArfer *n
DEMLR Monitoring Form Rev. 08012013
Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must he inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 051NC14 PER 2A HouR PFRInn
Erosion and Sedimentation Control Measures Inspected
Inspection
Date
Describe Actions Needed
Corrective actions should be performed as soon
Date
Corrected
Measure to Is,
Location and
Description
operating
Properly?
/N)
Any Repair
or
Meed d'. N
Needed? /N
New Measures Instd/led
*
as possible and before the next storm event
Proposed
Actual
Dimensions
Sidnrficanr
Dimensions
Deviation from
211
i$)
Pan? /YIN)
rvew erosion anal seaimentanon 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 Riprap Aprons
PART 213: STORMWATER DISCHARGE OUTFALLS /SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
2d HntiRA nF A RAINIPAl I PVPNT nPITATPR THAN In r iNCu 0=0 eA urn no Prrarnn
StormwaterDischarIleOutfallsinspacted
Inspection
Date
Report Visible Sedimentation to streams or wetlands to
Land Quality within 24 Hours
htt :lt ortal.nedenr.o
p p rgtweWlrfdivision-contacts
Describe
Corrective actions should be Perform ed as sop as Possible and
Date
Corrected
Dip heater
Discharge
Ordiail
ID or
Location
Any Visible
Sedimentation
in Streams,
Wetlands or
Outside Site
Limits? (Y/N)
AnyIncrease
in Stream
Turbid"
'h'
from
Discharge?
(YIN)
Any
Visible
Erosion
below
SOO?
(Y/N)
Any visible oil
sheen, floating or
9
suspended solids r
discoloration?
before the next storm event
PART 2Cn nRntlNn ATA nil 117ATrr]N Mu-} h- r-rnrd-.i -e-r --.-h Phn.-a:...-
Areas Where Land Disturbance Has Been
Completed or Temporarily. Stopped
Time Limit for
Ground Cover
7 days or 14
Is Ground Cwer
Sufficient to
Restrain Erosion?
von
Inspection
Dam
Describe Actions Needed
Date
Corrected
TERAMORE EROSION CONTROL CONTACT
CHAD GANTT - PROJECT MANAGER [phone]
Major Elements of DWQ Construction General Permit- Continued
4) Inspections
• Same weekly inspection requiienwrls
• Same rain gauge & inspections after 0.5" rain event
• inspections are only required during'ttormal business
hours"
• inspection reports must be available on -site during
business hares unless a site-spocific exemption is
approved.
• Records must be kept for 3 years and available Capon
rervest-
• Electronically -available records may be substituted
order cataiu conditions
5) lmpkmentattionofNow PersuitConditions
• Projects permitted under the previous permit can
continue to follow the previously-perndned conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Appbntio s received of eter August 2, 2Dl I must comply
with new permit conditions.
August 4, 2011
6) Conditions in Erosion & Sedimentation Control Plans -
Designation on the plans where the 7 and 14-day ground
stabiliuuion requiremmts of the NPDES permit apply
Designation on the piaw whoa basins that comply with tht
surface -withdrawal requinmrrents of the \TDES permit are
located.
7) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• ikdicated areas fro demolition, construction and other
wastes located 50from storm drains and streams unless
as rcnsrxaame arternati4eq are available.
• Earthen -material noa--piles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be wntrolled to avoid contact
with surface w'alela, wetlands, or buffers.
81 Sediment Basins
• Outlet sttrwlures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
• In order for the E35C plan to satisfy de aanAtims orthe CorutmcfimGennal permit, it mustidentify areas where the grcaad siabdunitinn tegmnemmas apply and Oe
kaxticm of the basins where the aufaeowitlaAawal requiremamaWy.
Document prepared by the Division of Wader Quality
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=1,543,488.46', P.B. 9995, Pp. 160
PARCEL ID W7-023
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VICINITY MAP (NTS)
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 EASE 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 PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS ARE
TO BE HUGGER TYPE.
11. ALL STORM DRAINAGE PIPES 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-12 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 RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.
�r /p BEFORE YOU DIG!
CALL 1-800-632-4949
` N.C. ONE -CALL CENTER
IT'S THE LAW!
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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
EC
EDGE OF CONCRETE
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STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKALES, DITCHES, 7 DAYS NONE V
SLOPES
v /
-� HIGH QUAILTY WATER (HOW) ZONES 7 DAYS NONE Ll�
7
IF SLOPES ARE 10' OR LESS IN
® SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER""
THAN 2:1,14 DAYS AREA ALLOWED. BEFORE YOU DIG!
\
THAN 50' LENGTH
/
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER CALL 1-800-632-4949 l /e
® -
ALL OTHER AREAS WITH SLOPES NONE, EXCEPT FOR PERIMETERS N.C. ONE -CALL CENTER j
® FLATTER THAN 4:1 14 DAYS AND HOW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION IT'S THE LAW!
LEGEND
100 - -
- TO
w
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
OUTLET PROTECTION
HARDWARE CLOTH INLET
PROTECTION
VICINITY MAP (NTS)
GENERALNOTES
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.
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALI- EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTF.ALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
OF CONSTRUCTION.
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM EXISTING CURB CUT ON
SECTION HOUSE ROAD.
6. INSTALL SILT FENCE AT INDICATED AREAS.
7. INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS
HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY LINCOLN
COUNTY EROSION CONTROL INSPECTIONS.
8. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN.
9. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND STOCKPILE TOPSOIL FOR LATER USE.
10. PROCEED WITH MASS GRADING OPERATIONS.
11. INSTALL FOREBAY WITH STONE ARMOR AND OUTLET STRUCTURE FOR POST -CONSTRUCTION STORMWATER
BMP. DIRECT OUTLET PIPE TO SKIMMER BASIN PRIOR TO SITE STABILIZATION.
12. INSTALL PIPE NETWORK WITH INLET PROTECTION. PIPE NETWORK TO OUTLET TO SKIMMER BASIN VIA BMP
FOREBAY OUTLET STRUCTURE PRIOR TO SITE STABILIZATION.
13. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
AREAS TO PROTECT EXPOSED SOILS.
14. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
15. AFTER SITE STABILIZATION, REMOVE SKIMMER BASIN TO INSTALL BIORETENTION CELL AND COMPLETE FINE
GRADING. DO NOT ALLOW DISCHARGE INTO BIORETENTION CELL UNTIL SITE IS COMPLETELY STABILIZED.
16. INSTALL REMAINING PERMANENT LANDSCAPING.
17. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
SKIMMER BASIN CALCULATIONS
1. DA = 2.32 ACRES
2. DU= 1.59ACRES
3. t, = 5 minutes
4. i = 7.00 f,
5. C=0.6
6. Q10 = COA = (0.6)(7.00)(2.32) = 9.74 fl Is
7. SA.4 = 325Q10 = (325)(9.74) = 3,166 ft
8. V1 q = 1800DU = (1800)(1.59) = Z862
9. depth = 3.0
10. SAPS = 3,546 ft
11. Vpvd 81211 ft'
12. L INEIR = 16'
13. V@rop2R 51996f3
14. Td� &, ,= 3 days /
15. Qdewater = V@Top 21 •T
d--tff 1, 999 fC1/d
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
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PROJECT NUMBER:
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DRAWN BY:
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APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
SHEET:
C300
© COPYRIGHT 2017 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

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LINEtASEME�T/
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STABILIZATION TIMEFRAMES vv y
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
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SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES THAN 50' LENGTHA�R CALL 1-800-6324949
ALL OTHER AREAS WITH SLOPES NONE, EXCEPT FOR PERIMETERS N.C. ONE -CALL CENTER
FLATTER THAN 4:1 14 DAYS AND HOW ZONES
IT'S THE LAW!
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION /
© COPYRIGHT 2017 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.
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LEGEND
— — PROPERTY LINE
too— — EXISTING CONTOURS
o-0 PROPOSED CONTOURS
— — — — — SETBACK
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TD TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
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VICINITY MAP (NTS)
HARDWARE CLOTH INLET
PROTECTION
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.
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
PROPER EROSION CONTROL MEASURES AT ALL TIMES.
COORDINATE WITH NCDOT AND/CR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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HIGH QUAILTY WATER (HOW) ZONES 7 DAYS NONE
IF SLOPES ARE 10' OR LESS IN
SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER \-
THAN 2:1,14DAYS AREA ALLOWED. BEFORE YOU DIG!
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 59 LENGTH CALL 1-800-632-4949
ALL OTHERFLATTER THAN 4:1 LOPES 14 DAYS NONE, ANCEPT FOR D HOW ZONES PERIMETERS N.C. ONE -CALL CENTER
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION IT'S THE LAW!
© COPYRIGHT 2017 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
100 — —
TO
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
OUTLET PROTECTION
VICINITY MAP (NTS)
HARDWARE CLOTH INLET
PROTECTION
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.
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
PROPER EROSION CONTROL MEASURES AT ALL TIMES.
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
m
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SHEET SIZE:
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DATE:
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PROJECT NUMBER:
3160082016
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (�
SHEET:
C302

1
C902
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. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY !S 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 SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
50' MIN
r 6" MIN PUBLIC STREET
EXISTING
4
C902
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
STANDARD PIPE OUTLET TO
WELL-DEFINED CHANNEL
LA
SECTIC
GENERAL NOTES:
1. LA= THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN
6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
MAINTENANCE NOTES:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
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ENERAL
REMAL NOTES FOR PILOT CAR OPERATIONS
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/- USE PILOT CAN 00�g DIRECTEDBYTHE ENGINEER.
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C902
1 Aly, 1
WIRE FEN"
WOVEN FILTER FABF
SILT FENCE
30" MIN
AILTA11ki
STEEL POST
WIRE FENCING
FILTER FABRIC
#57 STONE
L 4" MIN
GENERAL NOTES:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR
9.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62b.
10.
EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
TEMPERATURE RANGE OF0TO 120"F.
11.
EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
12.
PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
FACILITATE FASTENING THE FABRIC.
13.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
14.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
MAINTENANCE NOTES:
6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
1
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
REQUIRED REPAIRS IMMEDIATELY.
CAUSE FAILURE OF THE STRUCTURE.)
7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER
INEFFECTIVE, REPLACE IT PROMPTLY.
CLOTH ONLY AT SUPPORT POST WITH 4FEET MINIMUM OVERLAP TO THE NEXT POST.
3.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE
UNDERMINING THE FENCE DURING CLEANOUT.
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE
q
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STRENGTH.
PROPERLY STABILIZED.
5
C902
CLASS B RIPRAP
FLOW
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ROCK PIPE INLET PROTECTION
RIPRAP
HEADWALL
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
NATURAL GROUND AFTER SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT AND
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
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
FILTER BERM NC
DOT #5 OR #57
WASHED STONE
`LOW
NC DOT #5 OR #57
WASHED STONE
LL MAMDLE
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PLAN OFOR
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SECTION Y-Y
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RIPRAP HEADWALL, V MIN
HEIGHT FROM ROAD SHOULDER
--I 1' �-- 3'TT
--,
r-
CLASS B RIPRAP
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1%
NSE CLASS "B" CONCRETE TNROUGFDUT.
OPrIONAL CONSTRUCTION - MONOLITHIC P01A, 2" KEYWAY, OR
04 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO WE AS SHORN ON STANDARD NO. W.M.
PROVIDE ALL JUNCTION BOXES OVER 3'-8" IN DEPTH KITH STEPS
12" ON CENTERS IN ACCOROANCE WITH STO. NO. 8/0.80.
AWNT THE STEEL, CONCRETE AND NICK MASONRY WANTITIES
TO INCUDE THE ADDITION OF THE WDDLE II.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK WORRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET,
I N4 BM
T
DOWEL
DIMENSION Axe MIAMTITI00 FAA COMCSSTS JUNCTION SOXSS
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
WS "A"
TOP SUB
DIMENSIONS
CUBIC YARVS
IN BOX
TOTAL OUANTITIE3
BOX me SLASS
OEOUCRDNB FW1 ONE
PIPE W.Y06.
PIPE
SPAN
WIDTH
HEIGHT
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BOTTOM
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CU. TOG
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12"
2',0"
2',0"
2'-3"
12
2'-9'
3'�o'
3' 0'
0.167
0.167
0.186
22
0.760
0.016
0.024
15"
2'-S"
2'-3"
12
3'-0"
31.3'
3'4"
CAN
0.196
0.204
24
0.902
0.00
0.036
fe"
2'-B"
2'-6"
2'-1"
14
3'-3"
3'.6'
3'-6"
0.227
0.227
0.222
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3'-0"
S'-0"
3'-3"
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0.298
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0.059
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3'-e"
3'4'
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18
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0.376 .
0.375
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51
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0.092
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4'-3"
20
4'-9"
51.0'
5'-0"
0.463
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0.333
64
2.341
0.132
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© COPYRIGHT 2017 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.
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STEEL FENCE POST
#57 STONE
SEDIMENT -J
CONTROL STONE
STRUCTURALSTONE
STONE OUTLET
�12"
1'-6" MIN.
T MAX.
II
II
II
uII
SECTION VIEW
II FRONT VIEW
II II
u u
GENERAL NOTES:
1. STRUCTURAL STONE SHALL BE (CLASS B) STONE FOR
EROSION CONTROL PURPOSES.
2. SEDIMENT CONTROL STONE SHALL BE #5 OR #57 STONE.
TEMPORARY DIVERSION
"AMA r O,,,, �1 2' MIN f--
4' O.C.
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 NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE
REGARDING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE NOTES:
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
SAFETY FENCE
FENCE MATERIAL:
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
f-BARRICADE FABRIC
1.33 LBS/LF STEEL PO
4' MIN
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DETAILS
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PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
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PO BOX 6460
THOMASVILLE, GA 31758
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DATE: REVISIONS:
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SHEET SIZE:
24"x36"
DATE:
04/19/2017
PROJECT NUMBER:
3160082016
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS ::(Hj)
SHEET:
C902
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1
C903
SKIMMER SEDIMENT BASIN
BAFFLES OVERFLOW INLET
WITH PIPE OUTLET
PLAN VIEW F
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INFLOW 1
SKIMMER
DEWATERING
AVERAGE_ AREA* DEVICE EMERGENCY
WIDTH LENGTH SPILLWAY
* AREA OF BASIN WATER
SURFACE AT TOP OF
PRIMARY SPILLWAY
VFREEBOARD
BAFFLES 6" MIN. INVERT ELEV. OF
INFLOW EMERGENCY SPILLWAY EMBANKMENT
2' DEWATERING EMERGENCY
r ZONE
4=4� SPILLWAY
FILTER FABRIC STORAGE
1' SEDIMENT CLASS B STONE PAD OUTLET
ZONE (4' x 4' x V MIN.) STRUCTURE
CROSS-SECTION VIEW
ARM ASSE"""'
PERSPECTIVE VIEW
PVC END
CAP PVC ELBOW
PVC END
CAP
PVC PIPE
1/2" HOLES IN
PVC TEE UNDERSIDE
FLEXIBLE
HOSE
SCHEDULE40
PVC PIPE
0
"C"ENCLOSURE
FER ENTRY
r
PVC VENT SCHEDULE 40
PIPE %- PVC PIPE
PVC TEE
ORIFICE
PLATE
BOTTOM SURFACE
END VIEW FRONT VIEW
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
GENERAL NOTES:
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL *TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC, THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.
11. 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 ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
2
C903
INLET
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
6"X6"TRENCH,
BACKFILLED AND -�
COMPACTED
SECTION VIEW AT OPENING
STEEL POST
9
BAFFLE
GENERAL NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.
7. PLEASE REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING BAFFLES.
OUTLET MAINTENANCE NOTES:
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE
AND STABILIZE IT.
SUPPORTPOST,
O BOTTOM
SUPPORT ROPE TO OR SIDE STAKE TO
WIRE TO PREVENT SUPPORTWIRE
SAGGING
r If - -
MMM■ ■M■ ■M■ ■M■ ■M■ ■M■ M=
1 COIR MESH OR SIMILAR, STAPLED
L OR TRENCHED INTO BOTTOM OR
SIDE
E&SC PERMANENT SEEDING SCHEDULE
* DO NOT USE WITHIN 25RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
MAINTENANCE
TALL FESCUE 100
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
SERICEA LESPEDEZA 20
MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
KOREAN LESPEDEZA 10
IMMEDIATELY.
REDTOP 5
SOIL PREPARATION:
KENTUCKY BLUEGRASS 5
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
SEEDING NOTE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NURSE PLANTS
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE GRAIN. IT MAY BE
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
IN MARCH.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
SEEDING DATES BEST POSSIBLE
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15
MAR 1 -APR 1 MAR 1- MAY 10
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15-AUG 30
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MAR 20 - APR 20 MAR 5-MAY 15
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
AND EAST FACING SLOPES.
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
MULCH
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
E&SC TEMPORARY SEEDING SCHEDULE
* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-MAY 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SOIL PREPARATION:
SUMMER (MAY 15-AUGUST 15)
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
SPECIES RATE (LB/ACRE)
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
GERMAN MILLET 40
OR
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
TALL FESCUE 50
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FALL (AUGUST 15 DECEMBER 15)
-
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
SPECIES RATE (LB/ACRE)
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
RYE GRAIN 120
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SOIL AMENDMENTS
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
SPEED AND DEPTH OF ROOTING, A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE TO 1000 LB/ACRE IN THE FALL.
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MULCH
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
MULCH ANCHORING TOOL.
MAINTENANCE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OF
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH.
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
© COPYRIGHT 2017 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.
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WOVEN GEO-TEXTILE
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NOTES:
1. SAND FILTER SHALL HAVE A MINIMUM 20 FOOT ACCESS EASEMENT CONNECTING TO A DEDICATED PUBLIC RIGHT OF
WAY, ACCESS ROAD SHALL HAVE A MIN. 12' STABILIZED WIDTH, MAX. LONG, GRADE OF 15 % MAX., CROSS SLOPE 5%.
2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SAND,
MULCH OR PLANTING.
3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8' PERFORATIONS SPACED AT 6' CENTERS. MIN. 4 HOLES PER ROW. MAX
SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.
4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE TOP SURFACE OF SOD LAYER, CLEANOUTS MAY BE
FLUSH WITH TOP OF SURFACE TO ALLOW DRAWDOWN.
18" HDPE OUTLET
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2-6"PERFORATED
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CONFORMING TO ASTM C33 STANDARD
APPROVE
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©COPYRIGHT 2017 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.
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HARDWARE CLOTH AND GRAVEL INLET
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GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.51 FOR
ADDITIONAL DESIGN SPECIFICATIONS REGARDING
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION.
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