20170842 Ver 1_More Info Received_20170911

Homewood, Sue
From:
Derek Goddard <[e-mail]>
Sent:
Friday, September 08, 2017 2:49 PM
To:
Homewood, Sue
Subject:
Re: Fleetwood Fire Department
They are in this
Link https://www.dropbox.com/s/bec9hpgn27hwgkn/SIGNED_FLEETWOOD_FIRE_DEPARTMENT.pdVd1=0
and the Calculations were attached. Let me know if you have trouble with it opening.
Thanks
On Fri, Sep 8, 2017 at 2:47 PM, Homewood, Sue <sue.homewood(c�r�,ncdenr.gov> wrote:
I need to see the plans you submitted with the stormwater application please.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. Homewood a-ncdenr.gov
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
1

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Derek Goddard [mailto:derek e brec.biz]
Sent: Friday, September 08, 2017 2:35 PM
To: Homewood, Sue <[e-mail]>
Subject: Fwd: Fleetwood Fire Department
Hey Sue,
This was submitted today. Is this all you needed to release the 401?
Thanks
---------- Forwarded message ----------
From: Valerie Wilks <valerie o brec.biz>
Date: Fri, Sep 8, 2017 at 12:10 PM
Subject: Fleetwood Fire Department
To: Derek Goddard <derek o brec.biz>
Derek,
Please find attached the calculations and a link below to the plans for the stormwater submittal for
Fleetwood Fire Department.
https://www.dropbox.com/s/becghpgn27hwq-kn/SIGNED FLEETWOOD FIRE DEPARTMENT.pdf?dl=
0
Thanks,
Valerie Wilks
Civil Designer

BREC, PA
126 Executive Drive
Suite 220
Wilkesboro, NC 286A7
336.844.4o88 (p)
336.6oA.7726 (f)
By receiving and accepting this electronic correspondence and using its contents the receiving parties understand that the
electronic media may contain intermediate design information and may not necessarily be intended for construction. We agree to
hold BREC, PA and Blue Ridge Geomatics, PA harmless for any defects in this data. We agree that it shall be our
responsibility to reconcile this electronic data with the paper plans, and that only the paper plans shall be regarded as legal
documents for this job. We agree not to further distribute this electronic information to any other entities. We shall also not use
this information for any other design project other than the one intended.
r[O/ Virus -free. www.ava.com
Derek Goddard, PLS, GISP
BREC, P.A.
126 Executive Drive, Suite 220
Wilkesboro. NC 28697
828.265.4425
336.844.4088
828.964.9349 Cell
www.brec.biz
[e-mail]
Confidentiality Notice:

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may contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or
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received this E -Mail transmission in error, please immediately notify us by return E -Mail or telephone to arrange for
return of its contents including any documents.
Derek Goddard, PLS, GISP
BREC, P.A.
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
828.265.4425
336.844.4088
828.964.9349 Cell
www.brec.biz
[e-mail]
Confidentiality Notice:
This E -Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREL, P.A. server)
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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.
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NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT: http:l/portal.ncdenr.org/c/document library/get_file?uuid=dl5e7ee8-cb5O-443f-9dcf-049bOOl337ac&groupld=38364
SECTION 11.13. - 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://ClLLUB.EPA.GOV/NPDES/STONNWATER/MENUOFIMMS/INDEX.CFM?ACTJ00=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
1) 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:
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.
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.
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 UN -ATTENDED
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
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:
HTTP://H2O.ENR.STATE.NC.US/TMDI/GENERA1303D.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.
11) 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.
III) 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 .ORGLWEB/WG/WS/SU .
IV) THE PERMITTEE MUST 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 11.6.2.6. 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 (NCGO1) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
1) Ground Stabilization*
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
Site Area Description
Financially Responsible
swales, ditches
7 days
None
and slopes
High Quality Water HQ Zones
Sun (Optional)
• High Quality
INSPECTOR
Name
Water (HQW)
7 days
None
Zones
FRP/Permittee
1 14 Das
Agent/Designee
DATE:
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
discoloration? (Y/N)
not steeper than 2:1,
Corrective actions should be performed as soon as possible and
before the next storm event
14 days are allowed.
(Y/N) (Y/N)
7 -clays for slopes
• Slopes 3:1 or
14 days
greater than 50 feet
flatter
SCALE: 1-1—
LNTS
in length
0
(V)
None
• All other areas
Q
(except far
with slopes flatter
14 days
perimeters and
than 4:1
HQW Zones
* "Extensions of time may be approved by the pennitting authority
based on weather or other site-specific conditions that make compliance
impracticable." (Section 11.13(2)(6)1
The major change in the Permit from the previous one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9 -months' work with a pennit advisory group,
CTAG, the Division and EPA -developed pennit, now contains
requirements for ground cover within 14, and in some places, 7 days.
2) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally -listed Waters
• Requirements are the same as in previous pennit.
• The pennit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BMPs provide
equivalent protection.
1
© 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.
DEMER Monitoring Foran Rev. 08012013 Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
Land Quality or Local
Date
T
GROUND
Program Project #
Site Area Description
Financially Responsible
Timeframe Exceptions
County
7 Das
Part FRP / Permittee
High Quality Water HQ Zones
Sun (Optional)
None
INSPECTOR
Name
Employer
Inspector Type (Mark)
X
Address
FRP/Permittee
1 14 Das
Agent/Designee
DATE:
Phone Number
Email Address
PART 1A- RninfallDatn
Day I Date
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
M
Date
T
GROUND
W
Site Area Description
Th
Timeframe Exceptions
F
7 Das
Sat (Optional)
High Quality Water HQ Zones
Sun (Optional)
None
PART 1C: Si nature of Inspector
PART 1B- Current Phase of Prniect
Phase of Grading X
check the applicable box(es)
Installation of perimeter erosion and sediment control 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 cover sufficient to restrain erosion has been established
By this signature, I certify in accordance with the NCGO10000 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
Measure ID or OperatingAn Repair
y p
Location and Properly? or
Description (Y/N) Maintenance
Needed?
/N
Date
Any Visible
GROUND
STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales and slopes
7 Das
None
High Quality Water HQ Zones
7 Das
None
Slope Steeper than 3:1
7 Das
If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed
Slopes 3:1 or flatter
1 14 Das
1 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1
1 14 Das
I None, except for perimeters and HQW Zones
*For an editable copy of this form as a Word doc and other information, see http://portal,ncdenr.org/vveb/Ir/erosion
DEMLR Monitoring Form 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
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Erosion and Sedimentation Control Measures Inspected
Inspection Describe Actions Needed Date
Date Corrected
Corrective actions should be performed as soon
Measure ID or OperatingAn Repair
y p
Location and Properly? or
Description (Y/N) Maintenance
Needed?
/N
New Measures Installed
Any Visible
as possible and before the next storm event
Proposed
Actual
Dimensions
Significant
Dimensions
Deviation from
�
Land Quality within 24 Hours Corrected
Plan? (YIN)
in Streams,
Turbidity
Erosion
sheen, floating or
http:ilportal.ncdenr.org/web/Ir/division-contacts
ID or
Wetlands or
from
below
suspended solids or
p
DATE:
Describe Actions Needed
Location
Outside Site
Discharge?
SDO?
discoloration? (Y/N)
Z
Corrective actions should be performed as soon as possible and
before the next storm event
Limits? (Y/N)
(Y/N) (Y/N)
*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 Riprap Aprons
PART 213: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Stormwater Discharge
Outfalls Inspected
Inspection
Report Visible Sedimentation to streams or wetlands to Date
Any Visible
Any Increase Any
Stormwater
Sedimentation
in Stream
Visible
Any visible oil
Date
Land Quality within 24 Hours Corrected
Discharge
Outfall
in Streams,
Turbidity
Erosion
sheen, floating or
http:ilportal.ncdenr.org/web/Ir/division-contacts
ID or
Wetlands or
from
below
suspended solids or
p
DATE:
Describe Actions Needed
Location
Outside Site
Discharge?
SDO?
discoloration? (Y/N)
Z
Corrective actions should be performed as soon as possible and
before the next storm event
Limits? (Y/N)
(Y/N) (Y/N)
APPROVED BY:
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PART 2C: GROUND STABILIZATION Must be recorded after each Phase of Gradina
Areas Where Land Disturbance Has Been Time Limit for
Completed or Temporarily Stopped Ground Cover
7 days or 14
days
Is Ground Cover
Sufficient to Inspection Describe Actions Needed Date
Restrain Erosion? Date Corrected
Y/N
REVISIONS:
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Major Elements of DWQ Construction General Permit- Continued
4) Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on-site during
business hours unless a site-specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records may be substituted
under certain conditions.
5) TmplementationofNeivPerntitConditions
• Projects permitted under the previous permit can
continue to follow the previously-pernitied conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Applications received after August 2, 2011 must comply
with new pert -nit conditions.
August 4, 2011
6) Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14 -day ground
stabilization requirements of the NPDES pen -nit apply
Designation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located.
7) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicatee/ areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen -material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
8) Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
* In order for the E&SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground stabilization requirements apply and the
location of the basins where the surface -withdrawal requirements apply.
Document prepared by the Division of Water Quality
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LEGEND
PROPERTY LINE
loo EXISTING CONTOURS
\ \ \ \ \r \ \ \ \ \ / / / 1oa PROPOSED CONTOURS
SETBACK
NCDOT-1-P OVERHEAD ELECTRIC
4773, �\ 3 \ \ \ \ \ \ \ \ \ \ \ \ \ �� �\ \\" \ \ \ \\ �� _ �� // // /i/ SS EX. SANITARY SEWER
\IR 7\ g \\\ \ \ \ \ \ \ \ \ \ \\ �� \ \ \ \--� / / / ///
EX. WATER
TV TV CABLE
///
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114
1178
1210
GS
1177 1179
1232
N
1186
1111
SITE 1169
1176
1 1 os AN ,G
VICINITY MAP (NTS)
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
3
os�p _-
CUR INLE \ \ \ \ \f \ \ \ \ \ \ \ ` _ - - - - - - - i i / , 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.
- - - _ - - - - - - �� �i i i 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
I-0 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
`goo\\ _ _ _ - 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.
R P INL \ -
//I�PIPE-11 I CU NLET- / \\ \\ �/�-------------
\ GRADING NOTES
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
- _ _ _ _f - _ - _ 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.
op \ \ \\ \ 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
c \ \ SPECIFICATIONS.
FIRE'DEPARTMENT \ \ w ' \ \ \ \ \ \ / \ \ 5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
53 SPACES \ \ 0- \ \ \\ / \ 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.
RIB IN ET - 3\ \ \\ \ \ \ \ 10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS ARE
\� \ \ \ \\ \ \ TO BE HUGGER TYPE.
FIRE DEPARTMENT11. 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
\ \ \\ \ \ \\\ \ \ \ \ I FLOOR ELEVATION.
CROP INLET - / \ \ \ \ \ \ \ 12. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH SOIL TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED
\\\\ \\ \ \ II 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.
IPE - 5 / DERG' QUND QQkt
SEE -DET I C901
JUNCTION BOX -/2 F' 4 CURB LET - 4
132
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\ \ \ \\ \ \ \ �\ \ \ \ / / / / / / i / ♦ / / / / / \ 1 1 / l / / / / / / COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
000,
\ \\ \\ �� \ \ \ \ \ \ \ \ \ \ \ \ �` _ _ ' \ \ 1 \\ \\ I \ \\ I I ♦ \ \� \\ \ \� \ \\ \\ \\
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BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
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
© 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.
STRUCTURE TABLE
STRUCTURE NAME
DETAILS
LENGTH
RIM = 2992.63'
CURB INLET -1
15 INCH CORRUGATED HDPE PIPE
96.02'
INV OUT = 2986.25'
PIPE - 2
RIM = 2990.50'
174.21'
INV IN = 2985.10'
CURB INLET - 2
18 INCH CORRUGATED HDPE PIPE
137.94'
INV IN = 2985.10'
PIPE - 4
INV OUT = 2985.00'
35.19'
RIM = 2990.50'
CURB INLET - 3
INV IN = 2983.10'
3251.44'
INV OUT = 2983.00'
PIPE - 6
RIM = 2990.50'
CURB INLET - 4
INV IN = 2981.50'
PIPE - 7
INV OUT = 2981.40'
27.74'
RIM = 2990.50'
DROP INLET -1
18 INCH CORRUGATED HDPE PIPE
279.01'
INV OUT = 2986.25'
PIPE - 9
RIM = 2990.50'
DROP INLET - 2
INV IN = 2980.90'
PIPE -10
INV OUT = 2980.80'
86.24'
RIM = 2991.25'
PIPE -11
INV IN = 2980.60'
JUNCTION BOX -1
1.14%
INV OUT = 2985.50'
INV OUT = 2980.50'
RIM = 2991.25'
INV IN = 2985.00'
JUNCTION BOX - 2
INV OUT = 2977.50'
INV OUT = 2977.40'
PIPE TABLE
PIPE NAME
SIZE
LENGTH
SLOPE
PIPE -1
15 INCH CORRUGATED HDPE PIPE
96.02'
1.15%
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
174.21'
1.07%
PIPE - 3
18 INCH CORRUGATED HDPE PIPE
137.94'
1.06%
PIPE - 4
18 INCH CORRUGATED HDPE PIPE
35.19'
1.08%
PIPE - 5
18 INCH CORRUGATED HDPE PIPE
3251.44'
-22125.56%
PIPE - 6
18 INCH CORRUGATED HDPE PIPE
28.19'
0.62%
PIPE - 7
18 INCH CORRUGATED HDPE PIPE
27.74'
1.58%
PIPE - 8
18 INCH CORRUGATED HDPE PIPE
279.01'
27.32%
PIPE - 9
12.0 INCH PVC PIPE
99.48'
0.00%
PIPE -10
12.0 INCH PVC PIPE
86.24'
-0.28%
PIPE -11
15 INCH CORRUGATED HDPE PIPE
96.54'
1.14%
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1
C900
4
C900
7
C900
STANDARD ASPHALT PAVING
nil AnYL IAI T nl IYYrAnr nnAT
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
CURB AND GUTTER -
6"
18"
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WALLS AT 10" O.C.
x
BASIN: NDS# 1200&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
YARDINLET
INLET FRAME
AND GRATE
(USF 4131-6259)
#4 REBAR AT 8" O.C.E.W.
L_
ASPHALT PAVING
SEE DETAIL
ASPHALT SHALL BE 4'
ABOVE GUTTER EDGE
- COMPACTED ABC
FOOTING BEYOND
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8
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3000 PSI CONCRETE APRON
WITH 6X6 10/10 WWF
(COLOR DARK GRAY)
#4 BAR CONT
HEAVY-DUTY ASPHALT PAVING
1" ASPHALT SURFACE COAT
2.5" ASPHALT BINDER
8" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED PROCTOR)
COMPACTED SUB -GRADE (PER SPECS.)
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
CURB INLET
1" RADIUS UNLESS
OTHERWISE SPECIFIED
INLET FRAME & GRATE
USF 5181-6420 FOR SAG INLETS & USF
5130-6431 FOR ON GRADE INLETS
UNLESS SPECIFIED OTHERWISE
CONC.GROUT
DROP INLET
J
GRATE AND FRAME
5' TYP, USF 4139-6002
SLOPE %u UNLESS SPECIFIED OTHERWISE 10'
GRATE
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.,• :: STEPS REQ'D FOR
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AND GRATE INLET 3000 PSI CONCRETE
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CONCRETE APRON I I _ NOTE: PIPE ALIGNMENTS
,_, , ,_, , ,_, , ,_, , ,_ _, , AROUND INLET SHOWN ARE EXAMPLES
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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.
3
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MANHOLE LID AND FRAME
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COMPACTED SUB -GRADE (PER SPECS.)
GENERAL NOTES:
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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.
3
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6
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3000 PSI CONCRETE WITH
W2.9 X W2.9 W.W.F. OR
#3'S AT 18"
PAVEMENT OR BACKFILL
(SEE PLAN)
GROUT INTERIOR
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TRAFFIC RATING. ROUND
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MANHOLE LID AND FRAME
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STEP REQ'D FOR
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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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© 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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