SW3150902_APPROVED PLANS_20150922

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

VICINITY MAP (NTS)
SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
CITY/TOWN: STATESVILLE, NC
STORE # 16534
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ENGINEER:
BREC, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3448
NORTH CAROLINA COUNTY MAP'
(IREDELL COUNTY)
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C903
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SHEET INDEX
COVER SHEET
NOTES
NOTES
SITE PLAN
GRADING PLAN
PHASE 1 ESC PLAN
PHASE 2 ESC PLAN
PHASE 3 ESC PLAN
UTILITY PLAN
DEMOLITION PLAN
LANDSCAPE PLAN
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT: http://portal.ncdenr.org/c/document-library/get_file?uuid=di5e7ee8-cb50-443f-9dcf-049bOOl337ac&groupld=38364
SECTION II.B. - STORM WATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMIT
IN ADDITION TO THE STORMWATER POLLUTION PREVENTION CONTROLS FOUND IN THE E&SC PLAN, THIS CONSTRUCTION GENERAL PERMIT CONTAINS
ADDITIONAL CONDITIONS THAT MUST BE MET IN ORDER TO COMPLY WITH THE NPDES PROGRAM REQUIREMENTS. THEY ARE AS FOLLOWS:
1. CONSTRUCTION SITE POLLUTANTS
PERMITTEE MUST MANAGE ACTIVITIES ON THE SITE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED FROM SITE ACTIVITIES OR ALLOWED
DISCHARGES. IN ADDITION TO STREAM POLLUTION FROM SEDIMENT DISCHARGE, OTHER ACTIVITIES ON CONSTRUCTION AND DEVELOPMENT SITES CAN
RESULT IN POLLUTANTS REACHING THE STATES WATERS. EPA HAS PREPARED GUIDANCE DOCUMENTS THAT PROVIDE BEST MANAGEMENT PRACTICES
THAT ADDRESS MANY ACTIVITIES.
SEE HTTP://CILLUB. EPA. GOV/NPDES/STONNWATER/MENUORMMS/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:
I) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
11) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT
IVITY.
b. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
1) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE.
II) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN
4:1 SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3: 1, THE 7
DAY -REQUIREMENT APPLIES.
III) ANY SLOPED AREA FLATTER THAN 4: 1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT.
IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
STEEPER THAN 2: 1.
V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE
ALLOWED ON A CASE -BY -CASE BASIS.
VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0105) ,
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
VII) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE
DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC
PLAN OR ADDED BY THE PERMITTING AUTHORITY.
3. SELF INSPECTION AND REPORTING REQUIREMENTS
MINIMUM SELF INSPECTION -AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OF
WATER QUALITY.
a. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN
APPROVED BY THE DIVISION OF WATER QUALITY.
b. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF
WATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAY
PERIODS, AND NO INDIVIDUAL -DAY RAINFALL INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE 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 OUTFACES SHALL BE INSPECTED BY OBSERVATION
CLARITY FLOATING SOLIDS AND OIL
CHARACTERISTICS SUCH AS
FOR EROSION, SEDIMENTATION AND OTHER STORM WATER DISCHARGE ,
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.
111) 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 STATES 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. EN R.STATE. NC. USTTMDI/GENE RAI303D. 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.
111) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON
CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST FOUND ON THEIR WEB SITE AT: HTTP://PORT THEIR "NORTH C Q AL.
NCDENR .ORGLWEB/WGIWS/SU .
WITH POLYMERS FLOCCULANTS OR OTHER PERMITTEE MUST ROUTE STORM WATER TREATED 0 ER TREATMENT CHEMICALS THROUGH
IV THE PE ,
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.
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DENILR Monitoring Form Rev. 08012013 Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCO010000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
Land Quality or Local
Pr ram project #
Financially Responsible
County
PartFRP) / Permittae
INSPECTOR
Name
FFO—Y
Inspector Type (Mark)
X
Address
FRP/Permittee
Agent/Designee
Mona NUMIDaT
tMall AddruSS
PARTIA- Rainfall Data
Day / Date
Rain And (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)
ART 1C: Si nature of Ins or
PART 16- Current Phase of Prr ier_t
Phase of Grading
check the applicable box es
X
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 NCG010000 permit & G.5. 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
Tlmeframe Exceptions
Perimeter dikes, swales and slopes
7 Days
None
High Quality Water HQ Zones
7 Days
None
Slopes Steeper than 3:1
7 Days
If slopes are 10' or less in length and are not steeper than 2:1 14 days are allowed
Slopes 311 or flatter
14 Days
7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4.1
14 nu
None except for perimeters and HOW Zones
`For an editable copy of this form as a Word doc and other information, see httaa(oortal-ncdenr cralxeb4 rterosion
DEh1LR NIonitorilg Form Rev. 08012013
Pose 2 of ^_
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 0-9 INCH PER 2d HOUR PERInn-
Erosion and Sedimentation Control Measures Inspected
Inspection
oats
Describe Actions Needed
Corrective actions should be performed as soon
Date
corrected
M1I•asure ID or
L rxscrip end
Description
Operating
Properly? 7
(YIN)
Any Repair
e
Maintenance
Nt(YN)
I
n e Measures Insratkd
><
as possible and before the next storm event
ProPa ad
Actual
Dimensions
Sionif(cant
Dimensions
Deviation from
ifs
iU
Wan? (MV)
'New erosion and sedimentation control measures installed since the last r^ oection 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 2B: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
2d HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 2d HOUR PERInn-
Stormwater
Discharge
Outfalls
Ins ected
inspection
p
Report Visible Sedimentation to streams or wetlands to
p
Date
Any Visible
Any Increase
Any
Stormwater
Sedimentation
in Stream
Visible
Any visible ail
Date
Land Quality within 24 Hours
Corrected
Discharge
tf II ou a
n Streams.
Turbidity
tY
Erosion
sheen floating or
9
htt :ll ortaLncdenr.or ebllr/divisiontontacts
R R g�
ID or
Wetlands or
from
below
� suspended solids or
Describe Actions Needed
Location
Outside Sitc
Discharge?
g
SDO?
discoloration? /N
� )
Corrective actions should be performed as soon as possible and
before the next storm event
Limits? (Y/N)
(YIN)
(YIN)
PART 2C: GROUND STABILIZATION Must be recorded after each Phase of Gradina
Areas Where Land Disturbance Has Been
Completed or Temporarily Stopped
Time Limit for
Ground Cover
7 days or 14
Is Ground Cover
Sufficient to
Restrain Erosion?
YIN
Inspection
on
Describe Actions Needed
Co Date
clays
Major Elements of DWQ Construction General Permit- Continued
j 4) Inspections
• Snmt itezkl�- inspt,;.tion rcquircmcnis 3
• Faane rain gangs &. inspectimts sitar 0.5" rain event
• Ltiireotickos are nnh+ raquired donne `normal business
holl[s'
I • Inspacnon-eports must be available en -site during
' busimss hour. tmicss a site-ypi;dOc exemption is 1
approved. I
I • Record% must he kept for 3 ycan and available Won
req-uCst.
• Elael onleally-availahle records may be substituted
I
under certain condirr,-ns.
S) Ion pletnentation of New Permit Conditions
• F'mjects pumtiucd under the prrlious }x7rnit can
coronae to litlow the previously -permitted conditions•..
I • Contplata applications received prior ill .August �3, 2011
I can tetlew writfi[ionF of approved applicator.
• Applications received after August 12011 must eompip
' whit aesf permit rwar8tions,
i
August 4, 2011
6)
Conditions In Erosion & Sedimentation Control Plans"
Pitsrunalion on flu ;lair:: where tits 7 and 1414-day
t _groundI
Flabilizati0n rC uir ni,iii3 of i - X'DIBS 1%nlllt apply I
Designation on (bc plam whore basins that comply Mail rile
surface-withdiawal requirements o; the NPDES permit are
located.
I
7)
Building U'astes Handling
• Na pared or liquid wastes in shcam or storm drains
• Dedicat-.d areas for demolition, eanstruction and other
wastes IVkilod 50 tn_m storm drain and streams unless
nowasraable divmarivea are available.
• EartherrmaknaF stew :pines located u'' lrom rmmn
C ii drains mils, s no r wnahlz ahernauxe. a,atlabte.
C m-retc rtiai^nal must F*. controlled to avoid contact
tv uh surface w atay,, ref adancti, or buffets.
Y)
Sediment Basins
• uidlei strucNrctltRai wttkdraw filmb basin Sul faGc I
unlema drainaga : Ina is Iess Than 1 arse
• 'use 7nlj'DP'C,l-apprat x. Owculants.
'tnca+tr t.a lti EkSt kl .n >,ri.,=; 3recnmfiaons o£Ei.: C.aisucRon e:zre[al t m�u_uinusl tdcmafiya-aiswhau the -,aarl .14AV alld uic
1'Y ah In file-'e'l1i, MhCt 11l, riirtae:'w;tlehaw;il iGSiliitV'Rk'llr3 irt.{1t4.
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF I HIS PLAN WI I HUU I I HE WKI I I EN Ul.l I Olt bLUL KIUUL LNVIKUNMLN IAL UUNSULTAN I b, P.A. IS PKUhlbi I LU ANU lb A VIULA I ION Ur YtUtKAL I UI-YKIIiH I LAWS, PUNIJHAtSLt tfY hINtJ UP I U �IUU,000 I'LK UI'tL NJt.

DEVELOPER NOTES:
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1. ALTHOUGH THE CONTRACTOR EXCLUDES WORK REQUIRED THAT IS NOT SHOWN ON/IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR'S PRICE
SPECIFICALLY INCLUDES ALL INCIDENTAL WORK THAT SHOULD BE TYPICALLY REQUIRED TO COMPLETE A COMMERCIAL PROJECT REGARDLESS OF
WHETHER SAID WORK IS REFLECTED IN THE PLANS OR SPECIFICATIONS, HOWEVER, A VALID CHANGE IN THE CONTRACT SCOPE WILL REQUIRE A CHANGE
ORDER AND SAID WORK WILL NOT BE PERFORMED WITHOUT A CHANGE ORDER.
2. CONTRACTOR AGREES THAT ITS BONDS AND BUILDERS RISK INSURANCE CARRIERS WILL REFLECT THE INTEREST OF THE OWNER, TENANT AND THE
OWNERS LENDERS AS MAY BE REASONABLE REQUIRED BY OWNER, INCLUDING BUT NOT LIMITED TO, REFLECTING THE OWNER AS AN ADDITIONAL INSURED
FOR THE PURPOSES OF PROVIDING ALL RISK PROPERTY INSURANCE.
3. CONTRACTOR SHALL OBTAIN A COPY OF ALL APPLICABLE PERMITS FOR THE PROJECT AND MAKE ADHERE TO ANY ITEMS NOTED OR REQUIRED PER THE
PERMITS.
4. THE CONTRACTOR'S PRICE INCLUDES:
A. APPROPRIATE BONDING FOR NCDOT WORK AND BUILDER'S RISK/LIABILITY INSURANCE IF APPLICABLE.
B. ALL PERMIT FEES AND TAP FEES AS OUTLINES IN THE GENERAL CONTRACT BID.
C. ALL FEES AND EXPENSES OF THE SOILS (AND OTHER) TESTING AGENCY (ICES) REQUIRED TO DEVELOP THE PROJECT IN ACCORDANCE WITH THE
CONTRACT.
D. ALL DEMOLITION AND CLEARING (AND OFF -SITE DISPOSAL OF DEMOLITION MATERIALS AND STUMPS) REQUIRED FOR THE PROJECT.
E. ALL ENERGY MANAGEMENT SYSTEMS, SWITCH GEAR, AND GENERATORS, SHOWN ON THE PLANS OR REFERENCED IN THE SPECIFICATIONS.
F. ALL UTILITY EXTENSIONS, ENTRY AND INSTALLATIONS REFERENCED IN THE PLANS AND SPECIFICATIONS INCLUDING ONSITE SEPTIC SYSTEMS.
G. ALL REQUIRED RAIN LEADERS, FIRE EXTINGUISHERS, SODDING AND SEEDING.
H. ALL ITEMS IDENTIFIED AS OWNER PROVIDED ITEMS; IN THE PLANS AND SPECIFICATIONS.
I. ALL ITEMS RELATED TO PROVIDING A COMPLETE COMMERCIAL PROJECT AS DEFINED IN THE PLANS AND SPECIFICATIONS.
J. ALL WORK RELATED TO PROVIDING COMPLETE EROSION CONTROL SERVICE FOR THE ENTIRE PROJECT, FOR THE DURATION OF THE
PROJECT. THIS INCLUDES THE CONTRACTOR BEING RESPONSIBLE FOR ANY FINES ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO
STRICTLY ADHERE TO ANY AND ALL LOCAL, STATE, OR FEDERAL REQUIREMENTS. THIS ALSO INCLUDES THE CONTRACTOR PERFORMING ANY
AND ALL INSPECTIONS OF ITS EROSION CONTROL SYSTEM, MAKING REPORTS, AND COPYING THE OWNER OR ANY OTHER REQUIRED ENTITY
WITH SAID REPORTS. CONTRACTORS DUTIES RELATED TO EROSION CONTROL SHALL NOT END UNTIL THE CONTRACTOR HAS RECEIVED A
FINAL SIGN OFF FROM NCDENR OR LOCAL PROGRAM.
K. ALL WORK REQUIRED TO PROPERLY ADHERE TO ANY PERMITTING REQUIREMENTS, INCLUDING ACTUAL WORK, KEEPING OF PAPER WORK, INSPECTIONS,
AND FILING FOR COMPLETION NOTICES, AS REQUIRED IN THE PERMITS ATTACHED TO THE CONTRACT.
L. APPROPRIATE BONDING FOR THE STORMWATER BMP AS REQUIRED BY LOCAL AND STATE AGENCIES (IF PROJECT INCLUDES A STORMWATER BMP).
M. CAPPING OF ALL ON SITE WELLS.
N. PROPER REMOVAL OF ANY ABOVE GROUND OR BELOW GROUND STORAGE TANKS OR SEPTIC SYSTEMS.
5. CONTRACTOR SHALL FURNISH AN APPROPRIATE FOUNDATION SURVEY.
6. THE CONTRACTOR SHALL TIMELY ORDER ALL EQUIPMENT AND MATERIALS THAT HAVE LEAD TIMES POTENTIALLY IMPACTING THE SCHEDULE. THE
CONTRACTOR SHALL TIMELY PROVIDE OWNER WITH ALL REASONABLY REQUESTED WORK SCHEDULES INCLUDING RECOVERY AND/OR MILESTONE
SCHEDULES.
7. THE CONTRACTOR ACCEPTS THE RESPONSIBILITY TO COORDINATE BETWEEN THE CONTRACTOR'S TRADES (INCLUDING COORDINATION BETWEEN THE
ARCHITECTURAL AND CIVIL DRAWINGS) TO ENSURE THAT ALL NECESSARY SCOPES OF WORK ARE INCLUDED IN THE CONTRACTOR'S PRICE.
8. IN THE EVENT MEASUREMENTS OF SOIL MATERIALS BECOME NECESSARY, CONTRACTOR AGREES TO USE "IN PLACE" MEASUREMENT. THE CONTRACTOR'S
PRICE INCLUDES SOILS HANDLING IN A MANNER STRICTLY CONSISTENT WITH THE PLANS, SPECIFICATIONS, AND SOILS REPORT.
9. OWNER CHANGE ORDERS. ANY ITEM FOR WHICH THE CONTRACTOR MAY REQUEST AN OWNER CHANGE ORDER SHALL BE SUBMITTED IN ADVANCE TO
OWNER FOR OWNER'S WRITTEN APPROVAL PRIOR TO CONTRACTOR PERFORMING THE WORK. THE OWNER IS NOT FINANCIALLY RESPONSIBLE FOR ANY
CHANGE ORDER WORK PERFORMED WITHOUT WRITTEN APPROVAL.
10. AS CONSTRUCTION NEARS COMPLETION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER APPROPRIATE "FIRM UP" LETTER(S) THAT THE OWNER OR
TENANT MAY RELY UPON.
11. ROCK:
A. IN NO CIRCUMSTANCE WILL OWNER PAY FOR ROCK COST IF THE ROCK CAN BE RIPPED WITH A D-8 DOZER OR EQUIVALENT. THE QUANTITY OF ANY
ROCK SHALL BE MEASURED PRIOR TO BLASTING.
B. IN THE EVENT OF ROCK THE CONTRACTOR SHALL TIMELY PROVIDE ROCK BLASTING LIABILITY INSURANCE TO OWNER NAMING OWNER AS
CERTIFICATE HOLDER AND ADDITIONAL INSURED TOGETHER WITH THE APPROPRIATE CERTIFICATES OF INSURANCE. SAID INSURANCE SHALL BE
FROM A FINANCIALLY STABLE INSURANCE CARRIER LICENSED TO DO BUSINESS IN THE STATE OF NORTH CAROLINA. FURTHER, CONTRACTOR
HEREBY INDEMNIFIES AND SAVES OWNER HARMLESS FROM ANY LIABILITY RELATED TO ROCK BLASTING.
12. THE CONTRACTOR'S EXCLUSION OF UNDERCUTTING UNSUITABLE CUT EXCAVATIONS ASSUMES THAT THE CONTRACTOR HAS DILIGENTLY
PROTECTED THE CUT EXCAVATIONS AND NOT ALLOWED PONDING IN UNPROTECTED AREAS.
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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7
FOUND w/ALUM. I 6 16 46 E
NCDOT CAP (77E C7NE) 64'
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ENNIS MYERS, EST.
D.B. 1136, PG. 1755
I TAX PIN 4753568857
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FOUND
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1.5" PIPE (nE t//VE.) E ' 76.23
FOUND
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RETAINING WALL TO BE 17
DESIGNED BY OTHERS,
SAFETY FENCE TO BE
ALONG EXTENTS OF
WALL SEE DET. 4/C901
LOTS 154-158
P.B. 4, PG. 13
DAVID L. & MARGARETT
GRYDER
D.B. 562, PG. 34
TAX PIN 4753567793
18' x 18' DUMPSTER PAD
SEE DET. 1/C904
I
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_FOUND
LOTS 159-160
P.B.4,PG. 13 N3. 05' 32"E
LARRY R. McCOY 31.52'
WILL BK 09E, PG. 1039
TAX PIN 4753567695
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FOUND
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P.B. 4, PG. 13
LARRY R. McCOY
WILL BK 09E, PG. 1039
TAX PIN 4753567599
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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.
POINT OF BEGINNING
4.
EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
N.C. GRID-NAD 83
ASSOCIATED WITH RELOCATION.
%" REBAR FOUND
w/ALUM.
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5.
CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
NCDOT CAP
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E=1,456,173.17'
_
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
(TIE LINE)
-
6.
ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
S76. 17' 28"E - 105.69'
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.
3 53 40"E-
PARKING
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ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
3.5 / I
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2.
ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE ON ASPHALT FOUR (4) INCHES WIDE UNLESS INDICATED
OTHERWISE, ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.
/
R/W UNE`
3.
ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4.
ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
\
5.
CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
N.C. GRID-NAD
REBAR FOUNDD w/ALUM.
6.
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
NC DOT CAP
NC
CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
N=736,828.55'
7.
JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
E=1,456,275.85'
8.
CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
/
BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).
9.
CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10.
CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
11.
ALL EXISTING ON -SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF -SITE,
INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON -SITE SHALL BE IDENTIFIED
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
12.
ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).
13.
ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
ANY SIGN.
/2
695' OF SIDEWALK REQUIREMENTS
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CONIC. MON. 60.00,
FOUND
Xz" REBAR
FOUND
V REBAR
FOUND
LOT 13
P.B. 8, PG. 13
ROBERT E. & RHONDA E.
THOMPSON
D.B. 2111, PG 593
TAX PIN 4753569483
(TIE LINE)
S88. 25' 33"W - 246.24'
(TIE LINE)
S5' 14' 03"W
99.59'
J¢" REBAR
FOUND
D COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SULU, LUANtU, UK UIVtN IU U I r1tKS. KCrKwUOI IUIV UK rnU I Uwrt Bv0 Ur I iz) rLNIv W I i nu I I nr VVKI I I rI4 UUN0rN I Ur brrL,, r.A. 15 VKUHIUI I tU ANU IS A VIULA I IUN Ur t-LULKAL GUFYHIUH I LAWS, PUNISHABLE UY FINES UP I U $1UU,000 HER UFrtNSL.
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04/20/2015
PROJECT NUMBER:
U
0700572015
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DRAWN BY:
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J.EDWARDS
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APPROVED BY.
J.CHURCH
SCALE:
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SHEET:
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LEGEND
- - PROPERTY LINE
100 EXISTING CONTOURS
�r PROPOSED CONTOURS
- - - - - SETBACK
i71, 3.03' . act NCOO- - m4 r 7o
R LINE
- T PLANS (STA7ZS
1 �w LINE
s7 s3 3 44 �P oW ��s _._ ��OjEcr 18 ROAD)
" ��� -
s --. - CATCH 6.
I I 15' Rep �_,-_ 'v_� _-� (P-B' 2, P(; C'•`•� - h R,M=996.92
S.� I I \� '.' 10&, 1 IINV OUT=892.17 ..:
3¢" REBAR 6" 18'' I _ I \ / /( 1)
I FOUND w/ALUM. � `� E ,- � I � ��
r VICINITY MAP (NTS)
I NCDOT CAP (Af LINE) 64•474
" FOU�D I /8" REBAR 8gg �O
~ lx; 13 GENERAL NOTES
3
I ffiEi�rCO'L w 5 RCP 4 CATCH BASIN - - 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
RIM=ass as 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
INV. IN=89005
INV OUT=889.95 - ` 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
S26`8POINT OF BEGINNING 4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
LOTS 151-153 1 I 46` ASSOCIATED WITH RELOCATION.
I \ 30 N.C. GRID-NAD 83
P.B.ENNI
S4, PG. 13 1 314• REBAR FOUND w ALUM- ��`
o CURB INLET p ` ``" / 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
D.B.1 M6, PG. EST. 1 o I lI�' p NCDOT CAP -" WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
D.B.1 N 4 535 8115 1 i M ELEV. = 892.80 p p �- - �` N=736,853.59'
TAX PIN 4753568857 1 M I INV. IN = 889.20 p - s ----- RELOCATION SHALL BE INCLUDED IN THE BASE BID.
I I / p ` E=1,456,173.17' _
INV. OUT=.889.10 89469EP (TIE LINE) 6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
IW({ I _SEE DET. 7/C901 _ a�6aF r p p ` w ` \ S76' 1 T 28"E - 105.69' _ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
BA K p 0
I /-� ftft
• p �\\� - _ 7. ALL OFF-SITE
BORROW SITE, ILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
�- 895-' a � g93 _ _, ,..
53' 4A"E
I z 15" HDPE- ` r • g `� �� `�� - GRADING NOTES
aw �- _ 'o�� a� f`� - - - `- - 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.
_ I'� _ I I 1.� ` - 895- _ 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
{ I m ♦ 3 CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
I 3'a" PIPE i 894 • / SAO' 37 50"E /
FOUND ip, -� _ 28.31'
S76-
I i7it 45 59 E _ - %" REBAR/
1.5" PIPE C/NE) 76.23, tc FOUND w/ALU1 . 3
I { I v g4 pip I FOUND � a� �� � � 8 NCDOT C
I { e9b. CURB INLET / /
RETAINING WALL TO BE 6 / RIM ELEV. = 893.20
e a INV. OUT = 890.2
DESIGNED BY OTHERS. 8 I 90 / / SEE DET. 7/C901
SAFETY FENCE TO BE I I / / If 890
ALONG EXTENTS OF t. ' �8z r /e J /
WALL SEE DET. 4IC90t DOLLAR GENERAL ' , _ �- - f - x
3 ,� p
cl)
LOTS 154-158 0°j tN° ? •� ✓ohs.... 894.81 / 9,100 GFA -_. / Q. a \ \
P.B. 4, PG. 13 - I+i { �"' .' d: '�'s / F.F.E. = 895,90
DAVID L. B MARGARETT - . i o? / / � N adN /-
GRYDER I I 15 HQPE
D.B. 562, PG. 34 w �
INV. UT = 887.75 OUTLET PROTECTION' - / - j_ / 4 a
TAX PIN 4753567793 toy -
I I a95 pep° \ SEE DET. 3/C903
n / 1
m /
! /\
c"I/ `Pg 4. Q mac`' \ � '
av
j/ �
1.5" PIPE _INV.0UT $8L'5•� / /
Q
FOUND
a , - 2
LOTS 159-160„ti ;""•
P.B. 4, PG. 13 N3' OS' 32"E 1 { SI6" 0 , . - �T BAR I a
LARRY R. McCOY 31.52' I { / / _ �j�` ` OUND �1'llf / W u
WILL BK 09E, PG. 1039 '
TAX PIN 4753567695 / / / / / O 2 /
s)
I 1.5" PIPE I / OUTLET
' I • FOUND / � {d STRUCTURE-
{ Zt SEE DET. 8/CW1
eBID
LOTS P.B. 4161-163 I I W - ETE TION Eo
I /
{ 15' SLOTTED HDP /
LARRY R. McCOY , (6" H X 20' LONG SLOT)
WILL BK 09E, PG. 1039 INV. = 883.00
TAX PIN 4753567599 0) / BIO-RETENY(ON /
SEE DET. 9/C901
I � { SSE DE�'�/C902
(,TIE LINE)
° b { { ��� p�9 / / / \ / I S76' 16' 23"E
�� n Ir I { / Q Off / / -'1 875- - 60.00,
1.5" PIPE / MI" / ,P� kz" EBAR
' FOUND / FOUND GENT) // `V REBAR
✓ FOUND (BENT)
01
N4' 33' 09"W` /°' J
6.52' T ` � S rg � / /,
OUTLETPROTECTR*- ` / / I v / L / /I /
8) _
,� 3p" SSEDET. 903
0 I W
PIP N76• 12,
FOUND/
1
;FOUND/ (BENT) � / 254•23'�/ /� � / , I 3
/ / (TIE LINE)
r� / /! ' W S75' 51' 28"E
to
CO✓JC. MON. 60.00'
/ FOUND >
z i - BAR
FOUND
Li
(TIE LI NEY / i -865
-99.59'� I ...INV= r /
LOT 13
Z P.B. 8, PG. 13 / / / / 862.46 I/
ROBERT E. 8 RHONDA E.
THOMPSON / I 12" PLA TIC
D.B. 2111, PG 593 ! _ � ' / 1 _
TAX PIN 4753569483
Jt2" REBAR
11 FOUND
W I I
Z I INV.
J I i 860.51
I
NZ" REBAR
FOUND
(TIE LINE) I
S88' 25' 33"W - 246.24'
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
N.C. GRID-NAD 83_ -
\
_
THE FACILITY.
W" REBAR FOUND w/ALUM.
`aT 4.
ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
/ NCDOT CAP
SPECIFICATIONS.
/ N=736,828.55'
5.
ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
E=1,456,275.85'
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 HOPE 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.
PREPARED FOR:
VENTURE PROF
PO BOX 843
WILKESBORO, P
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DATE:
04/20/2015
PROJECT NUMBER:
0700572015
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
M
SHEET:
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'cJ COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN 10 01 HEKS. KEPKUUUU I ION UK PHU I UGUFYINU OF 1 HIS FLAN WI I HUU I I HE WKI I I EN GUNSEN I OF BKEC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $lUU,000 PER UFFENSE.

R/W LINf
/ U S N/G
3.03 _ �._. x�-... SEE NC N Y701
- -
DOT
R (AE LINf) �� ?LgNS TEI%S -
I /W LAVE S76. 33, " - ��s FROdECTVILlERO - _
I 5z 2 44 E �_�ew #a.182240��� " 100' p8 - -
CATCH BASIN
RIM=891,83
«"`-- ,. .
INV. IN=887.48`.�_"'-
INV OUT=887.43'
(GAP)
N76' 18'. 46"W
g
6' a CATCH B -
" REBAR S7g 18 I RCP �� i TEMPQRARYCONSTRUCTI6Ff=T . (PB 2 PC �o ' IINV OUT a92.17
FOUND w/ALUM. ENTRANCE 5EE DET\' . 2/C902 -
NCDOT CAP (Af LINf) 64•47i \
f \
36" REBp.R I L. REBA`�
NNNNN
1 GrrCN1n
- - PROPERTY LINE
100 EXISTING CONTOURS
^� PROPOSED CONTOURS
- - - - - SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
VICINITY MAP (NTS)
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.
cob
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.
TIE LINE - _ 6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
TOTAL LIMITS OF `I�� / \ ` J / - - \ \ \ \ ` w \ \ rS76' 17' 28"E) 105.69' .., COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
I DISTURBANCE - SETggCK\ \ � �'N 7. ALL OFF -SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
I1.91±ACRES /D BORROW SITE.
- _ _ '� ; .. - - -� g3' 40 E�
Iz MAINTENANCE PLAN
4'� I I�/ �� ■ l �� -895-L
PIPE -�1 I /' ' S40' -37' 50"E�/,"/
FOUND / 28.31' /
SILT FENCE J I
(7)f 45 Sg E , I i %" REBAR
i SEE DET.4/1
1.5FOUND " PIPE LINf) 76.23' / ^ FOUND w/ALUA1(
pAi�' / NCDOT C /
D I890
I
LOTS 154-158 10). 4
04
P.B. 4, PG. 13� _... /
DAVID L. & MARGARETT �i
GRYDER
D.B. 562, PG. 34 w ;� I - \ TEMPORARY DIVERSION
TAX PIN 4753567793
n \ / LINE WITH CURLEX I�
o \ / SE&DEf 5/C902 /
I z
9" STRAW WATTLES / m� w / ll
! /
¢ / / EVERY 59 OR AS NEEDED a7
LLI m SEE DIET. 2JC904 . / r CO/ o J
I
_ 1.5" PIPE
- _ FOUND
LOTS 159-160
/ / C
P.B. 4, PG. 13
N3' 05' 32"E i
I LARRY R. McCOY - I �`'� / � � 14 BAR
WILL BK 09E, PG. 1039 31.52' 0 �O / Ff NO ;;ENT) / p.
TAX PIN 4753567695 0 / /
I 1.5" PIPE1�
_ FOUND X if
X
I CLASS B,RIP
INLET PRO CTION
LOTS 161-163
P.B. 4, PG. 13 I X/ E DET. 411 '
LARRY R. McCOYrl/
WILL BK 09E, PG. 1039 d' / / 53' W X L X 3;
TAX PIN 4753567599 ,SKIMM BASIN
2" S) iI MERWITH
L / M -_ X X SEpEDEo 1-2/C903CE , ' P�QQ�JP��O//\\ / /1 / (TIE LINE)
h o ' .NAGV`� / - / ( S76' 16' 23"E
cb M I / Q Jd / 1 \11875- - 60.00'
1.5" PIPE / ol�" / / { ,` P� )C 5EBAR Y l 4
FOUND / Z I \�Q�� FOUND GENT) / /I \ � REBAR FOUND(BENT)
�,
/ / N4' 33' 09"W � UUTL"C�P CLOT IQN -.Jj / ! �:�/' - /i' / 3 /
6.52' 7` �SE=DE . 3/E9d'SETB C`
,_187
3/4" PIP / N76 2, 1-4/1` / 0 I� 2
FOUND/ (BENT)
\ m 7i�
(TIE LINE)
/ S75' 51' 28"E
COAC. MON. 60.00'
/ \ / FOUNDLLI
>
RE
Zi
o // �o y'�\ \ OUNDBAR
FOU D I �/ FLOW 3 GENERAL NOTES o I C \ / ` 5' RCP CATCH BASIN ` 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
RIM=896.85
INV. M=890.05 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALLSTATE AND LOCAL REGULATIONS
INV OUT=889.95
18' POINT OF BEGINNING
LOTS 151-153 I \ \ 46 Eftftiiiii. - N.C. GRID-NAD 83
I P.B. 4, PG. 13
ENNIS
MYERS, ES - _ NC REBAR FOUND w/ALUM.
\ \ \ \ 10' ` NCDOT CAP
D.B. 1136, PG. 1755 i / \ \ \UF` N=736,853.59'
I TAX PIN 4753568857 l / / \ \ \ E=1,456,173.17'
EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
- �-
T0
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
`
N.C. GRID-NAD 83
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
%" REBAR FOUND w/ALUM.
`cb
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
NCDOT CAP
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
N=736,828.55'
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
E=1,456,275.85'
FOR RECORD KEEPING IS AVAILABLE FROM NCDENR 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.
PRE CONSTRUCTION MEETING WITH IREDELL COUNTY STAFF A MINIMUM OF 48 HOURS PRIOR TO LAND
DISTURBING ACTIVITIES.
5.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM STATESVILLE ROAD.
6.
INSTALL SILT FENCE ALONG LIMITS OF DISTURBANCE AS SHOWN.
7.
INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE DURING MASS
GRADING OPERA; SONS.
8.
INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN.
9.
PROCEED WITH MASS GRADING OPERATIONS.
10,
INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS.
11.
STABILIZE BUILDING PAD AND PARKING AREA WITH STONE BASE TO PROTECT EXPOSED SOILS.
12.
STABILIZE ALL FILL SLOPES WITH SEED, MULCH, AND/OR MATTING PRIOR TO CONVERTING SKIMMER BASIN
TO PERMANENT STORMWATER BMP.
13.
AFTER SITE IS STABILIZED, REWORK SKIMMER BASIN INTO PERMANENT STORMWATER BMP.
14.
SEED ALL EXPOSED AREAS PER NPDES SEE SHEET C001.
15.
REMOVE REMAINING EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND RELEASE BY
PERMITTING AUTHORITIES.
(TIE LI NEY -865 SKIMMER BASIN CALCULATIONS
LO . J / ]55' 1 a' 03"W / /l i � � 1. DA = 1.65 ACRES
`� LOTH 903"W \ INV= / 2. DU=1.65ACRES
z / j 86246 I� I 3. t = 5 minutes
P.B. 8, PG. 13
ROBERT E. & RHONDA E. / / I - I 4. I - 6.91 n,
THOMPSON 12" PLA SIC 5. C = 0.6
D.B. 2111, PG 593 / I - 3
TAX PIN 4753569483 � � / i - - - _. 6. Q10 = CiDA = (0.6)(6.91)(1.65) = 6.84 ft
I 7. SAMq = 325010 = (325)(6.84) = 2,223 ft2/s
w I 8. Vmq = 1800DU = (1800)(1.65) = 2, 970 ft 3
Z I INV= I 9. L:W=3.0
1 860.51 10. depth = 3.0
11. W=53/t--.L=102ft
K2" REBAR REBAR I 12. SAp"d = (53)(102) = 5,406 ft2
FOUND X1" 13. Vp�d 13,572ft
BEFORE YOU DIG! (TIE LINE) FOUND I
14. LWEIR = 45'
CALL 1-800-632-4949 SBB 25' 33"W - 246.24' 16' V=9daysft3
@top 2
1. Tdewatei 3 days 77
17. Qdewater = V@ top 2 K ' dewarer' 3, 212 ft3/d
N.C. ONE -CALL CENTER 18. Baffles:
a. 81= 0.35E _ (0.35)(102) = 36 ft
IT'S THE LAW! b.B2=B1+0.25L=36+(0.25)(102)=61ft
c. B3 = B2+ 0.25L = 61 + (0.25)(102) = 87 ft
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION I STABILIZATION I TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES,
SLOPES
7 DAYS
NONE
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, 14 DAYS AREA ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
ALL OTHER AREAS WITH SLOPES I 14 DAYS NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
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VENTURE PROPERTIES V.I, LLC
PO BOX 843
WILKESBORO, NC 2859'
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SHEET SIZE.
24"x36"
DATE:
04/20/2015
PROJECT NUMBER.
0700572015
DRAWN BY.
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
?"=30'
M
SHEET,
C300
@ 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

R/w �tNE
CATCH
RIM
INV. IN=887.4-8`,..
IN
OUT=887.43'
�1.
H/GH
N76' 18', 03 ��' � SESN wAY
R (nE �1/yE) - coQr PLANS 0 (gTATs
I /w LwE S7 • �, _ �� _ "7-pRollecr fit" RO
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I 52 44 E �1 FLOW \ #a-1a224o���' ��0'pU8
9 -
I s' ROp _ ` (P B' 2, p 1.I C 4 M C896.62
0 10 m IINV OUT=892.17 ��
" REBAR S76. 1g, I TEMP.OQRARYCONSTRUCTIONr__ &,11) � ��`�
FOUND w/ALUM. 46 f , I T - - \ ENTRANC-nEE DET. 21C902 y
NCDOT CAP I (AE L 64.47vw LINE
' \
" REBAR
NNNNNN
I r^KIM
- - PROPERTY LINE
too EXISTING CONTOURS
t^ o� PROPOSED CONTOURS
- - - - - SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
VICINITY MAP (NTS)
FOU D I �EBAR ` `-F7-0w 3 GENERAL NOTES
CATCH BASM = 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
J I RIM ass.as ` 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
INV. IN 890 O5
INV OUT 8s9.ss 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
I SZg• 1�f _ POINT OF BEGINNING -. 4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
LOTS 151-153 1 I ` E _ 30 ` N.C. GRID-NAD 83 ASSOCIATED WITH RELOCATION.
P.B. 4, PG. 13 , \ N.C.
REBAR FOUND w/ALUM.
I I ENNIS MYERS, EST. , w:_ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
NCDOT CAP
D.B. 1136, PG. 1755 , o i / - - `_ N=736,853.59' -`- WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
I TAX PIN 4753568857 d TEMPORARY INLET P C�N� �' " - _ - RELOCATION SHALL BE INCLUDED IN THE BASE BID.
/ E= 736,8173.1 T
(TYP. AT ALL INLETS) (TIE LINE) " 6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
I TOTAL LIMITS OF `I-j� / \ SEE DET. 4/C903 _ 8 -
DISTURBANCE 893 � � - ?5'SET ACl(� �- �� rS76' 17' 28"E - 105.69' _ - 7. ALL COMPLIANCE
OFF-SITE BFILL MUST COME Y STATE OFROM AN S AT IA APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
I 1.91±ACRES / ` BORROW SITE.
I
v
_ -
895- _ •
N / - ` - 53 MAINTENANCE PLAN
Z 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
P� ` ` I �/ _ ` ■ l - 895- 1_ \ COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
I♦ / / _ MANUAL.
3'4" PIPE I / S40' 3T 50"E �!!y 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
FOUND ?�` 28.31' / \`_--�` UNE`
1 / - _ _ _ RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
S>6• / \ N.0GRID-NAD 83 AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
45,
i 2 . -
1.5" PIPE (nE C1lv
E)59
"E 76.23' ' / OUND w REBAALU R 3 ( 9¢" REBAR FOUND w/ALUM. AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
/ / �' / /� / NCDOT CAP SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
FOUND
' / NCDOT C / r / N=736,828.55' ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
/ // E=1,456,275.85' FOR RECORD KEEPING IS AVAILABLE FROM NCDENR DIVISION OF WATER QUALITY, STORMWATER AND
I p / SEE DET 52Y DIVE ION / GENERAL PERMITS UNIT.
I RETAINING WALL TO BE �� / SEE DET 5/C902 a 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
DESIGNED BY OTHERS. 0 I / / ' �� / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
SAFETY FENCE TO BE I I / ^ 890 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
ALONG EXTENTS OF 1 / _ J M 4 \ / CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
P.B. 4, 54- 13 OUT / _
WALL SEE DET. 4/C901 / - - - l 3
/ / \ \ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY,
LOTS 154 158 / SIL FENCE a �� /
o C a \ 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
LET PROTECTION SE DET. 41(`902 J / PROPER EROSION CONTROL MEASURES AT ALL TIMES.
DAVID L. $ MARGARETT SEE DEfi. 3/C903 r �' a EROSION CONTROL CONSTRUCTION SEQUENCE
D.B. 562, PG. 34 , � ; : h 4 a:
TAX PIN 4753567793 n / RIPRAP INLET TEMPORARY DIVERSION _ / % / 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES.
PROTECTION LINE WITH CURLEX II < / h / 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
I n SEE DET. 5/CW2 /:,;
U UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
1_/1N / 3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
TEMPORARY DIVERSION v / / Q CUP \ 4. PRE -CONSTRUCTION MEETING WITH IREDELL COUNTY STAFF A MINIMUM OF 48 HOURS PRIOR TO LAND
LINE WITH CURLEX II ' m/ a ; / DISTURBING ACTIVITIES.
_ SEE DET. 5/C902 / �/ / _ J/ / 5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM STATESVILLE ROAD.
/ 890 ' // W o t 2 6. INSTALL SILT FENCE ALONG LIMITS OF DISTURBANCE AS SHOWN.
7. INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE DURING MASS
- _ 1.5" PIPE I ' / , Q 4 /� GRADING OPERATIONS.
- FOUND / 8. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN.
9. PROCEED WITH MASS GRADING OPERATIONS.
LOTS 150-16
P.B.4,PG. 133 N3' O5' 32"E / 10. INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS.
I / �- � � � � � 3 a
LARRY R. McCOY I / i Xz" WEAR.. � ti � 11. STABILIZE BUILDING PAD AND PARKING AREA WITH STONE BASE TO PROTECT EXPOSED SOILS.
WILL BK osE, Pa m3s 31.52 / F f ND ENT) / t 12. STABILIZE ALL FILL SLOPES WITH SEED, MULCH, AND/OR MATTING PRIOR TO CONVERTING SKIMMER BASIN
/ 2 TO PERMANENT STORMWATER BMP.
TAX PIN 4753567695 I , / /1� 13. AFTER SITE IS STABILIZED, REWORK SKIMMER BASIN INTO PERMANENT STORMWATER BMP.
14. SEED ALL EXPOSED AREAS PER NPDES SEE SHEET C001.
1.5" PIPE , , / 5" STRAW WATTLES \/ 1 15. REMOVE REMAINING EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND RELEASE BY
rn /
FOUND m / x X EVERY50' OR AS NEEDED / 88p_ - l PERMITTING AUTHORITIES.
SEE DET. 21C904
/ SILTFENCE '
LOTS3 I / - SEEK DET. 4/C902 , ' /' /
I P.B. 4,, PG. PG. 113 � X/ /
LARRY R. McCOY
WILL BK 09E, PG. 1039 `r / 53' W x 1 i L x 3;
TAX PIN 4753567599 / I / ; S�KIMM�R BASIN
2" SN MER WITH 1 0"KNOCK
/ M X x SEEDE1uORIFICE 1-2/C903 ��P JQOi / / / /\� /1 (TE LINE)
S76- 16' 23"E
ba M I I / 4@ J� _ 1``- 875- - 60.00'
1.5" PIPE / °I�"3 / P�� 1i" BAR /
Z4
FOUND / - FOUND GENT) / \ )z" REBAR
�0� FOUND (BENT)
N4' 33' 09"W I UUTP
6.52' 7` SEE DE 3/890.f'SE7g
/ �C�
870
3'4" PIPk / 30
FOUND( (BENT)
' 7 I (TIE LINE)
n / /
COAC. MON. '�-6000' 28"E
FOUND
z I / / 7 i /�
w // FOUND AR
(TIE LINE)- �I -865 - SKIMMER BASIN CALCULATIONS
10 4 J/ �5 ' 03"W / /I ' / 1. DA = 1.65 ACRES
`l' Nv= - 7 2. DU= 1.65ACRES
Z LOT P.B. B, PG. 13 / - , : / / - / I H 862.46 _. I/ / 3. tc = 5 minutes
ROBERT E. & RHONDA E. / I \ : I 4. i = 6.91 hr
THOMPSON _ l� 12" PLA TIC 5. C = 0.6
D.B.2111, PG 593 - / I I 3
TAX PIN 4753569483 � / i 6. Q10 = CIDA = (0.6)(6.91)(1.65) = 6.84 ft /S
I I 7. SA,aq = 325QIo = (325)(6.84) = 2,223 ft2
w I I 8. V,aq = 1800DU = (1800)(1.65) = 2,970 ft3
Z , INV= 9. L:W=3.0
-:3i 860.51 I 10. depth = 3.0
11. W= 53 ft - L = 102 ft
x I 12. SA = (53)(102) = 5,406 ft2
X2" REBAR Xz" REBAR
BEFORE YOU DIG! FOUND (TIE LINE) FOUND 14. VPv 13,5'
14. t.WEIR = 45'
CALL 1-800-632-4949 s66' 25' 33"W - 246.24' 15' V@.qf2, 9,a36ft
3
16. Tdewater 3 days
17. QdMter = V@ top 2 ffffde.ter 3,212 ft3/d
N.C. ONE -CALL CENTER 18. Baffles:
a. 81 = 0.35E _ (0.35)(102) = 36 ft
IT'S THE LAW! b.82=B1+0.25L=36+(0.25)(102)=61ft
c. 83=B2+0.25L=61+(0.25)(102)=87ft
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, 7 DAYS NONE
SLOPES
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, 14 DAYS AREA ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
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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 WITHOUTTHE 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

CATCH BASIN "-
INV. IN=
INV OUT=887.43•
,
N76' 18 46"W �/U.S. H,
R CAE Ll/yE) 3.03' \ _NCDOT PLgNS (Sj4%eS
I �w LINE�P�Ecr Vl<<S7�FLOW ?
3 E E R4OQ 2A, ��0 �2�
_
8
" REBAR S76• s" RCP '� TEMPORARY ON$TRUETTO -- PB 2 PG�Io �W 5 urvca s=889z.1
FOUND w ALUM. I 18 E , I I ENTRANCE SEE DET. 2IC902 /,
\/
/ 46 T -
NCDOT CAP iAE LIME) 64.4yi ' \�-�- R/ - - _ LINE
I I _
4b" REB�.R
i X" 'REBAR _
1 C(%CAlll
- - PROPERTY LINE
too EXISTING CONTOURS
^-0- PROPOSED CONTOURS
- - - - - SETBACK
00 SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
VICINITY MAP (NTS)
FOUI D �+� T� qOW a � I GENERAL NOTES
s, RCP 4 GATCH BASIF RIM=896.85 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
INV. w=880.Os \ 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALLSTATE AND LOCAL REGULATIONS
-'- j INV WT=889.95
`� S7g' 1B• - POINT OF BEGINNING
LOTS 151-153 1 I \ 46
I \ 3O .-.... _ N.C. GRID-NAD B3
P.B. 4, PG. 13 1 \ 3.74•
I REBAR FOUND w/ALCM.
ENNIS MYERS, EST. I , O \
I o ) ! O \ �� NCDOT CAP
D.B. 1136, PG. 1755 1 ? i O \ .�.`\
I TAX PIN4753568B57 4 1 / TEMPORARY' I N O p \ N=7456,17..1
ITOTAL LIMITS OF `I�� / SEE DET.4/C903 (TIE LINE)
DISTURBANCE ♦ ♦ ♦ ?5, Bq K O O O \ 1 \
I 1.91±ACRES S76' 17' 26"E - 105.
�-895- v 1 $93. _ ��♦♦ -- _
♦-
I ww'♦
I z ♦ ♦ \ `
�� I I�I 1 ♦♦ oft ♦♦ /� \1 �/ 895-
P PE
�4FOUND I I 1 894 a* ♦ ♦ ♦ / / ' S40' 3T 50"E
I 0.28 31'
T
( S76. 45,
1.5" PIPE rnE U/VE)5,9 E 76.23
FOUND
I
I RETAINING WALL TO BE .
DESIGNED BY OTHERS.
SAFETY FENCE TO BE
ALONG EXTENTS OF
WALL SEE DET. 41C901 lb
LOTS 154-158
P.B. 4, PG. 13
DAVID L. & MARGARETT
GRYDER
D.B. 562, PG. 34
TAX PIN 4753567793
I
1.5" PIPE
FOUND
LOTS 150-160
P.B.4,PG. 13 N3' 05' 32"E
LARRY R. MCCOY
WILL BK 09E, PG. 1039 31.52'
TAX PIN 4753567695
_ 1.5" PIPE
FOUND
' LOTS 161-163
P.B. 4, PG. 13
LARRY R. McCOY '
WILL BK 09E, PG. 1039
TAX PIN 4753567599
1.5" PIPE /
FOUND
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
© COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RE
N4' 33' 09"W
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a / 9,100GFA
OUTLET PROTECTION F.F.E.895.00cli
SEE DErT. 3/C903 N
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/ BIO-RETENP(ON
SEE DES 1C90�
• I , / / P�FP�JQO� / i / / // \ /1 (TIE LINE)
o I I I ��G S76' 16' 23"E
'> I x ` , / ' Q \�JC� / / ,r '� . , 875- - S 60.00'
I BAR
z III o��P FOUND (EN) / _, \ I i Xz" REBAR
FOUND (BENT)
v / / ol
10'SETS p
l N76
X" PIP OI,TLET PRO�EC hI , \ / J _2
FOUND/ (BENT) h 254 SEE ET. 3/C903 / , 23'
^hIw (TIE LINE)
S75' 51' 28"E
COAC. MON.
/ I / FOUND 60.00'
V REBAR
FOUND
(TIE LIB)- / -865.- .
LOT 13 / 99.59' I INV=862
P.B. 8, PG. 13 / - / I I/
ROBERT E. & RHONDA E.-
THOMPSON _ / I �' 12' PLA TIC
D.B. 2111, PG 593
TAX PIN 4753569483
I w I i _
860.51
CX I
}¢" REBAR h- REBAR
FOUND
FOUND
(TIE LINE)
S88. 25' 33"W - 246.24'
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
69'
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.
NS?' 53 40•EE
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.
w L{
3.
PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
/
L-GRID-N!b
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
83 -
`
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
%" REBAR FOUND w/ALUM.
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
NCDOT CAP
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
N=736,828.55'
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
E=1,456,275.85'
FOR RECORD KEEPING IS AVAILABLE FROM NCDENR 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.
PRE -CONSTRUCTION MEETING WITH IREDELL COUNTY STAFF A MINIMUM OF 48 HOURS PRIOR TO LAND
DISTURBING ACTIVITIES.
5.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM STATESVILLE ROAD.
6.
INSTALL SILT FENCE ALONG LIMITS OF DISTURBANCE AS SHOWN.
7.
INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE DURING MASS
GRADING OPERATIONS.
8.
INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN.
9.
PROCEED WITH MASS GRADING OPERATIONS.
10.
INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS.
11.
STABILIZE BUILDING PAD AND PARKING AREA WITH STONE BASE TO PROTECT EXPOSED SOILS.
12.
STABILIZE ALL FILL SLOPES WITH SEED, MULCH, AND/OR MATTING PRIOR TO CONVERTING SKIMMER BASIN
TO PERMANENT STORMWATER BMP.
13.
AFTER SITE IS STABILIZED, REWORK SKIMMER BASIN INTO PERMANENT STORMWATER BMP.
14.
SEED ALL EXPOSED AREAS PER NPDES SEE SHEET C001.
15.
REMOVE REMAINING EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND RELEASE BY
PERMITTING AUTHORITIES.
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.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
go I PERIMETER DIKES, SWALES, DITCHES, 7 DAYS NONE
SLOPES
HIGH QUAILTY WATER (HOW) ZONES I 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, 14 DAYS AREA ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50'LENGTH
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
1
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PROJECT NUMBER.
0700572015
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
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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
ON -SITE UTILITY NOTES
1. FOR GENERAL SITE WORK, SEE SHEET C100.
2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL
STANDARDS.
3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.
4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW
(BEDDED IN STONE) CONFORMING TO ALL STATE AND LOCAL STANDARDS.
5. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH -ON TYPE JOINT) CONFORMING TO ANSI AND AWWA
STANDARD SPECIFICATIONS.
6. PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT
K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BE
RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFT
AND BE CAST OR DUCTILE IRON BODIED.
7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF T ABOVE THE TOP OF THE PIPE.
8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS
TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND
SEWER LINE IS EIGHTEEN INCHES (18').
9. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS.
10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.
11. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END F FROM THE EDGE OF BUILDING AS
SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND
EXTEND AS NECESSARY).
12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE
WORK SPECIFICATIONS.
13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.
14. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.
16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS
SYSTEM PRIOR TO COMPLETION.
17. INSTALLATION OF ThIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH INSTALLING TRANSFORMERS. LOCATION
SHOWN ON PLANS IS APPROXIMATE. CONTRACTOR TO COORDINATE EXACT LOCATION WITH POWER SUPPLIER.
19. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.
20. SEE'M' SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING. I
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2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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E=1,456,173.17'
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(TIE LINE)
6.
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P.B. 4, PG. 13
DAVID L. & MARGARETT
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D.B. 562, PG. 34
TAX PIN 4753567793
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LARRY R. McCOY
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14 SHADE TREES
7 ORNAMENTAL TREES
15 SMALL SHRUBS a
UTILITY
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FOUND
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IT 1
(TIE LINE) !
S5' 14' 03"W I 1
59'
LOT 13 99.I a
P.B. 8, PG. 13 I
ROBERT E. & RHONDA E.
THOMPSON
D.B. 2111, PG 593
TAX PIN 4753569483 j
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FOUND
FOUND
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S88' 25' 33"W — 246.24'
1
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/ (TIE LINE)
S75' 51' 28"E
60.Do'
Ys" REBAR
FOUND
= 144
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N.C. GRID—NAD 83
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NCDOT CAP
N=736,828.55'
E=1,456,275.85'
SYMBOL
LANDSCAPE PLANTING LEGEND
LABEL I QTY. I SCIENTIFIC NAME
COMMON NAME
SIZE AT PLANTING
GA
17
Abelia X grandiflora
GLOSSY ABELIA
18" HEIGHT/B&B
0
SO
12
Quercus acutissima
SAWTOOTH OAK
2.5" CALIPER/8' HEIGHT/B&B
CM
19
Lagerstroemia indica
CRAPE MYRTLE
2.5" CALIPER/8' HEIGHT/B&B
RB
6
Cercis canadensis
EASTERN REDBUD
2.5" CALIPER/8' HEIGHT/B&B
EH
13
Carpinus betulus
EUROPEAN HORNBEAM
2.5" CALIPER/8' HEIGHT/B&B
V,
IH
43
Rhaphiolepis indica
INDIAN HAWTHORN
18" HEIGHT/B&B
NSH
21
Iles x'Nellie R. Stevens'
NELLIE R. STEVENS HOLLY
2.5" CALIPER/8' HEIGHT/B&B
STAKE ALL PLANTS FOR PRE -PLANTING INSPECTION
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PROJECT NUMBER:
0700572015
DRAWN BV:
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APPROVED BY:
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SCALE:
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1
C900
4
C900
7
C900
HEAVY-DUTY ASPHALT PAVING
1" ASPHALT SURFACE COAT
2.5" ASPHALT BINDER
8" ABC COMPACTED STONE BASE
r (COMPACTED TO 100% MODIFIED PROCTOR)
/ COMPACTED SUB -GRADE (PER SPECS.)
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
VAN ACCESSIBLE PARKING SIGN
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE" PARKING SPACES
STANDARD ALUM. HANDICAPPED PARKING
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8" -
CADIUM PLATED NUTS, BOLTS, & WASHERS.
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7-813 BOLT TO STEEL TUBE WITH 3/8" _
CADIUM PLATED NUTS, BOLTS, & WASHERS.
(IF REQUIRED)
2"x2"xl88'STL. TUBE EXTEND INTO CONC.
FILLED PIPE 2'. PROVIDE WELDED WATER-
TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"
PAINT PIPE BASE OSHA YELLOW
4" DIA. STL. PIPE FILLED WITH CONCRETE
PAVEMENT
1.5' CONC. BASE
#6 BARS 14" LONG THRU PIPE EACH WAY
2"
VAN
ACCESSIBLE
RESERVED
PARKING
f
MAXIMUM
PENALTY
$250
--- 12'
ONE SIGN PER HANDICAP
PARKING SPACE/ WHERE 2
SPACES FACE EACH OTHER, ONE
POST SHALL BE USED WITH
SIGNAGE ON EACH SIDE.
SIDEWALK/CURB SECTION
ALL SIDEWALKS TO HAVE
3000 PSI CONCRETE WITH
SEALED ISOLATION JOINTS
X W2.9 W.W.F. OR
18"
SIDEWALKS TO HAVE
BROOM FINISH
Zs#3'AT
112 " ROUND
ASPHALT PAVING
2% SLOPE
SEE DETAIL
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a
—
18" TURNDOWN
4" WASHED STONE
#4 BAR CONT.
2
C900
5
C900
8
C900
STANDARD ASPHALT PAVING
2" ASPHALT SURFACE COAT
6" ABC COMPACTED STONE BASE
% (COMPACTED TO 100% MODIFIED PROCTOR)
/ COMPACTED SUB -GRADE
GENERAL NOTES-
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
HANDICAP RAMP
COLORED TOOLEDISERRATED SLIP
RESISTANT SURFACING AND/OR TACTILE
WARNING DEVICE AS REQUIRED BY
AMERICANS WITH DISABILITIES ACT
ACCESSIBILITY GUIDELINES AND CODE
REQUIREMENTS
ACCESSIBLE/
,
I
SHOPPING CART
SLOPE
RAMP TO BE
:12 MI
CENTERED
/SIDEWALK
ABOUTTHE
RAMP
FRONT DOOR.
_ J
,
4' MIN.
6
6' MIN.
1:10 MAX. SLOPE BOLLARD WITH
PAINTED YELLOW ACCESSIBLE
PARKING SIGN,
NOTE: AS REQUIRED.
ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL
CODES AND ADAAG REGULATIONS.
1:10 MAX. SLOPE
PAINTED YELLOW
BOLLARD WITH ACCESSIBLE
SPARKING SIGN, AS REQUIRED.
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
ao
4" STRIPES @ 24" O.C.
AT 45 DEGREES. PAINT
COLOR TO BE PER THE
AUTHORITY HAVING
i
JURISDICTION.
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
—BOLLARD
4" PARKING SPACE
PAINTEDYELLOW
STRIPE. PAINT COLOR
TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
ASPHALT TERMINATION
EARTH MATERIAL
ASPHALT PAVING
3
C900
6
C900
9
C900
HANDICAPPED PARKING SIGN
STANDARD ALUM. HANDICAPPED PARKING
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8" -
CADIUM PLATED NUTS, BOLTS, & WASHERS.
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7-8D BOLT TO STEEL TUBE WITH 318" _
CADIUM PLATED NUTS, BOLTS, & WASHERS.
(IF REQUIRED)
2"x2"xl88'STL. TUBE EXTEND INTO CONIC.
FILLED PIPE 2'. PROVIDE WELDED WATER-
TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"
PAINT PIPE BASE YELLOW
8" STD.STL. PIPE FILLED WITH CONCRETE
PAVEMENT
1.5' �-
#6 BARS 14" LONG THRU PIPE EACH WAY
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II
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12"
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W2.9 X W2.9 W.W.F. OR
#3'SAT18"
ASPHALT PAVING
SEE DETAIL
a D
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III-1 I I-1 I ICI �1 I — -
4" #57 WASHED STONE 1-1
/ I I I I I I I I I I I I III (2) #4 CONT.
,;
COMPACTED SUB -GRADE
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
1
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BOLLARD
OUND CONC. TOP OF
PE SMOOTH
I GA. STEEL BOLLARD
LLED SOLID WITH 3000 PSI CONCRETE
HINT OSHA YELLOW
DISH GRADE/PAVING
CONCRETE FOOTI
3000 PSI MIN.
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CURB AND GUTTER
RETAINING WALL SAFETY FENCE
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8' MAX.
3 f8"
a
CURB INLET
2 2" X 2 2" POST & FLAT CAP
1" RADIUS UNLESS
OTHERWISE SPECIFIED
INLET FRAME & GRATE
USF 5130-6168 FOR SAG INLETS & USF
5130-6431 FOR ON GRADE INLETS
UNLESS SPECIFIED OTHERWISE
STEP REQ'D FOR r.
BOXES > 4' DEEP CONC. GROUT o 0
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2
C901
5
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8
C901
CONCRETE SIDEWALK JOINTS
TOOLED
JOINTS WITH
JOINT SEALER
3l8" TYP.
R.= 1/4" MAX
1/4" MAX
I'
5'
SURFACE ROUGHENING
1 "-3"
NOTES:
1. USE AN APPROPRIATE IMPLEMENT SUCH AS DISKS, TILLERS, SPRING
HARROWS, OR THE TEETH ON A FRONT-END LOADER BUCKET TO
CREATE A SERIES OF RIDGES AND DEPRESSIONS THAT RUN ACROSS
THE SLOPE (ON CONTOUR).
2. DO NOT BACK -BLADE SURFACE DURING FINAL GRADING.
B M P OUTLET 15"HDPE OUTLET
3
C901
6
C901
9
C901
CONCRETE WHEEL STOP
18"
co
t
4" PAINTED LINES
6' LONG CONC. WHEEL STOP
ANCHORED WITH (2) #4 BARS
#4 BAR
RETAINING WALL TOE STABILIZATION
REFER TO LANDSCAPE PLAN TO PLACE SOD
OR SEED & MAT WITH AMERICAN EXCELSIOR
AEC PREMIER STRAW/COCONUT ECB OR
APPROVED EQUAL. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
VARIES
COMPACT SOIL TO 95%
STANDARD PROCTOR IN
MAX 6" LIFTS
RETAINING WALL TO BE
DESIGNED BY OTHERS
EXCAVATION DEPTH
DETERMINED BY WALL
DESIGNER
LEVEL SPREADER
ELEV. = 888.00
18" HIGH
OVERFLOW
°
GROUT INTERIOR
6" ORIFICE WEIR
WALLS
I
-------------------
15" SLOTTED HDPE WITH
s
12" ORIFICE
6" SLOT 20' LONG
4' x 4' PRE -CAST
I
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L
12" ORIFICE
OVERFLOW °
ELEV. = 885.00
° ' WEIR
6" PVC OUTLET TO
6" ORIFICE
a !
INV. ELEV. = 885.00
BIO-RETENTION CELL
ELEV. = 885.00
= 115"
HDPE
i
OUTLET
9
15" HDPE OUTLET
t ' _
— —
6" OF 3" STONE SPLASH PAD
6" SLOTTED PVC
5' W x 5' L x 9" D
J #4 BAR AT 8" O.C.E.W.
6"
12" ORIFICE
3,000 PSI CONCRETE
BIO-RETENTION
CELL
ELEV.=884.50
6"OF IFI E
OVERFLOW WEIR FOREBAY
(PLAN VIEW MAY VARY SEE BIO-RETENTION DETAIL)
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
DISCHARGE TO SPLASH PAD
(LEVEL SPREADER)
ENGINEERING, PLANNING I ENVIRONMENTAL
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SCALE: 1 L —
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1
C902
6" PVC
6" SLOTTED PVC SEE
ENLARGED DETAIL
3
C902
6" OF 3" STONE
SPLASH PAD
884.50
6" SLOTTED PVC (SEE J
ENLARGED DETAIL)
WOVEN GEO-TEXTILE
FILTER FABRIC
(PLAN VIEW MAY VARY SEE PLAN)
4" PERFORATED PVC
UNDERDRAINS
SOD
1310-RETENTION
SOD ON SIDE -SLOPES
/ r 2' FILTER MEDIA
4" UNDERDRAIN GRAVEL
BED (#57 WASHED STONE)
WITH NON -WOVEN FILTER
FABRIC AROUND TOP,
BOTTOM AND SIDE, TYP. 6" SLOTTED PVC WITH
DISCHARGE TO SPLASH
PAD (LEVEL SPREADER)
1' PONDING MAXIMUM
FOR WQv
2' FILTER MEDIA
2" SLOT 10' LONG
WENLARGED DETAIL
6" OF 3" STONE SPLASH PAD
NOTES:
1. ALL BIORETENTION FACILITIES SHALL HAVE A MINIMUM 20 FOOT ACCESS EASEMENT
CONNECTING TO A DEDICATED PUBLIC RIGHT OF WAY. ACCESS ROAD SHALL HAVE A MIN. 1Z
STABILIZED WIDTH, MAX. LONG, GRADE OF 15% MAX., CROSS SLOPE 5%.
2. ALL DRAINAGE AREAS TO A BIORETENTION FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED SOILS, MULCH OR PLANTING.
3. AMENDED SOIL WILL ONLY BE PERMITTED WITH A VALID SOIL ANALYSIS REPORT. NO
AMENDED SOIL SHALL BE ALLOWED ON THE SIDE SLOPES.
4. INSTALL WIRE SCREENING AROUND ALL OUTLET OPENINGS TO PREVENT LOSS OF MULCH.
5. PVC UNDERDRAIN PIPE SHOULD HAVE 318" 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.
6. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE TOP SURFACE OF MULCH
LAYER. CLEANOUTS MAY BE FLUSH WITH TOP OF SURFACE TO ALLOW DRAWDOWN.
7. ONLY SMALL MATURING TREES ARE ALLOWED TO BE PLANTED IN THE AMENDED SOILS.
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F,
FIGURE B/ ^/
STEP 1 -SITE PREPARATION FIGURE C FIGURE E _
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS, / �\ BLANKETS
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO FIGUREC
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
> > BLANKET 1
STEP2-SEEDING > > -
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY. ^
> > > >/ ' BLANKET ^
STEP 3- STAPLE SELECTION ' / , ` GROUND `'$LANKE.T1.
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO , ^ ` SURFACE
BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SECURE THE
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES. ^ ^
FIGURE B/
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
FIGURE E
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
BLANKET 3
ALONG THE LENGTH AND WIDTH OF
THE BLANKET THE TRENCH SHOULD RUN,
:
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET GROUND
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN SURFACE
SOD
4" UNDERDRAIN GRAVEL BED (#57 WASHED
STONE) WITH NON -WOVEN FILTER FABRIC
AROUND TOP, BOTTOM AND SIDE, TYP.
THE SOIL MIX SHOULD BE UNIFORM AND FREE OF STONES,
STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER
THAN 2 INCHES. IT SHOULD BE A HOMOGENOUS SOIL MIX
OF 85-88 PERCENT BY VOLUME SAND (USDA SOIL
TEXTURAL CLASSIFICATION), 8 TO 12 PERCENT FINES (SILT
AND CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH
AS PEAT MOSS) SHALL BE USED.
884.50
882.50
FIGURE E
FIGURE C
FIGURE F
FIGURES A, H, E AND F). wFIGURE I
STEP 5 -SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH STAPLE BODY OF 77
" 'SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (FOR 4'
BED INSTALLATION -APPROXIMATELY 300 STAPLES PER ROLL (8' WIDTH) REQUIRED -WIDE BLANKET SHOWN
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN
FIGURE E
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
FIGURE A - BED INSTALLATION 8"
4"
FIGURE H
- SLOPE INSTALLATION
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
2" -x-- 2" -x- 2'
x- 2'
2" -x- 2"
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
1.5"
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
x x
x
1"x�"max 1"
8"
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
1.5"
OF BLANKET, FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
x x
x
x
1"
-x' 1" _x_ 1" x- 1" -'E' 1" _x_ J., �- 1" -x 1"
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
x x
x >
x x
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
< x x
x >
x
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
x x
x >
x x
4"
FIGURE F- PROFILE VIEW
FLOW i
xx x 3"x x x
BLANKET ' BLANKET
L\v/
FIGURE E- PLAN
X-DENOTES STAPLE
LOCATION
FIGURE D - PLAN VIEW- BED INSTALLATION VIEW
GROUND
SURFACE
FIGURE C - CROSS SECTION
VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
CRITICAL POINT
TERMINAL END
GROUND
SURFACE -t
CRITICAL POINT
FIGURE J - CRITICAL POINT
SECURING - SLOPE
INSTALLATION
GROUND
SURFACE
2
C902
4
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 IS ON A
THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL
CONSTRUCTION ENTRANCES/EXITS.
50' MIN -
6" MIN PUBLIC STREET
EXISTING GROUND
WIRE FENCING
WOVEN FILTER FAB
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
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SILT FENCE
8' MAX
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30" MIN
8" MIN
STEEL POST
WIRE FENCING
FILTER FABRIC
#57 STONE
24" A'*
` 4" MIN
GENERAL NOTES:
MAINTENANCE NOTES:
1.
WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE
2.
FIT RE SILT FENCE IS TO REMAIN FOR A PERIOD OF
WOVEN FILTER FABRIC BE USED WHERE
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT
MORE THAN 30 DAYS.
IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
3.
STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED
TYPE.
SHALL BE MADE IMMEDIATELY.
4.
WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH
12" STAY SPACING.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME
5.
TURN SILT FENCE UP SLOPE AT ENDS.
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED EC ED
6.
WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
7.
WIRE AND #57 STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
FABRIC SHALL BE REPLACED PROMPTLY.
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8.
DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER 100 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
9.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
10.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO
OTHER AREAS OF CONCENTRATED FLOW.
THE EXISTING GRADE, PREPARED AND SEEDED.
11.
PLEASE REFER TO NCESCPDM SECTION #6.62 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING SILT FENCES.
5
C902
TEMPORARY DIVERSION
T MIN
COMPACTED SOIL
6' TYPICAL
GENERAL NOTES:
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 THAI
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MAI
REGARDING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE NOTES:
6•,. „, 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER E
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANE
•s q/Z ,� STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITI
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
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1
C903
SKIMMER SEDIMENT BASIN
BAFFLES
PLAN VIEW
w
w
a
w
INFLOW
JDEWATERING
AVERAGEAREA* EMERGENCY
WIDTH LENGTH SPILLWAY
AREA OF BASIN WATER
SURFACE AT TOP OF 7
PRIMARY SPILLWAY
ARM ABBE""' "
PERSPECTIVE VIEW
PVC END
CAP PVC ELBOW
PVC END
CAP
PVC PIPE
1/2" HOLES IN
PVC TEE UNDERSIDE
FLEXIBLE
HOSE
CROSS-SECTION VIEW
WATER SURFACE
SCHEDULE 40
PVC PIPE
0
"C" ENCLOSURE
fER ENTRY
r
PVC VENT SCHEDULE 40
PIPE - PVC PIPE
PVC TEE
END VIEW FRONT VIEW
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
ORIFICE
PLATE
BOTTOM SURFACE
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 (112 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
SECTION VIEW AT OPENING
GENERAL NOTES:
.° l � tI. =.. A. O.nl 1. O�n, ,�1� .;T Tl� AND SIDES
4Y,
CE.
IN LENGTH).
.S.
THE TOP OF
LFTER EACH
ADDITIONAL
CROSS SECTION
E&SC PERMANENT SEEDING SCHEDULE
* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
MAINTENANCE
KENTUCKY BLUEGRASS 100 REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
TALL FESCUE 20 MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
REDTOP 10 IMMEDIATELY.
SERICEA LESPEDEZA 5 SOIL PREPARATION:
KOREAN LESPEDEZA 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, TH!S 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 SUBSUR;-ACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF 'HE 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:
SOIL TEST SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
SUMMER (MAY 15-AUGUST 15)
(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
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LBIACRE 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.
3
C903
A
PIPE
3 X Do Do
4
C903
STANDARD PIPE OUTLET MINIMUM
PLAN VIEW
TAI LWATER
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. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
A INSTALLED BETWEEN THE RIPRAP AND SOIL
I FOUNDATION.
W = Do+ LA
SECTION 'A -A'
FILTER FABRIC
ROCK DOUGHNUT INLET PROTECTION
�{ 13 CROSS-SECTION
I VIEW
2-3.5'
�1
GENERAL NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. GRADE SHALLOW DEPRESSION UNIFORMLY TOWARDS THE INLET WITH SIDE SLOPES NO GREATER THAN
2:1. GRADE A 1-FOOT WIDE LEVEL AREA SET 4 INCHES BELOW THE AREA ADJACENT TO THE INLET.
3. INSTALL THE CLASS B OR CLASS I RIPRAP IN A CIRCLE AROUND THE INLET THE MINIMUM CREST WIDTH
OF THE RIPRAP SHOULD BE 18 INCHES, WITH A MINIMUM BOTTOM WIDTH OF 7.5 FEET. THE MINIMUM
HEIGHT OF THE STONE IS 2 FEET.
4. THE OUTSIDE FACE OF THE RIPRAP IS THE LINED WITH 12 INCHES OF NCDOT #5 OR #57 WASHED STONE.
MAINTENANCE NOTES:
1. INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2"
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
2. TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE SEDIMENT FROM THE SEDIMENT
POOL AREA WHEN THE VOLUME IS DECREASED BY HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. STABILIZE EXCAVATED MATERIAL APPROPRIATELY,
3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING SEDIMENT REMOVAL. REMOVE
DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED. IF THE INLET WAS COVERED WITH WIRE
MESH THE MESH SHOULD BE CLEANED OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF
THE DROP INLET. SMOOTH AND COMPACT IT AS NEEDED.
5. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND COVER.
5
C903
(PAVED AREAS)
12" THICKNESS, Q
H OR HB BITUMINOUS
CONCRETE MAY BE USED < ° < ° ° - °
a .. D69t, A a
SE DER ° N
(UNPAVED AREAS) Q p
CONCRETE ENCASEMENT
AT 3000 P.S.I. G
o <
VALVE BOX COVER (TO BE LABELED
"WATER" OR "SEWER", AS APPROPRIATE)
PLAN VIEW
1/2" GALVANIZED
BAR
1.5" -1
MALLEABLE
CASTIRON
F 9 5'
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
CLEANOUT
CLEAN -OUT PLUG
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CONCRETE PAD 8"
THICK X 2' SQUARE
81/8" BEND
SEWER MAIN
US FOUNDARY COVER
LISP # 7261
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DATE:
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PROJECT NUMBER:
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LOCKABLE FLIP —
TOP FIBERGLASS
ENCLOSURE
L
LOCKABLE FLIP —
TOP FIBERGLASS
ENCLOSURE
PLAN VIEW
INLET SECOND
SHUTOFF SHUTOFF
VALVE VALVE I
FIRST SECOND
CHEECCKK`/\ CHECK i
i - - 12" MIN.
f + I 4
1 a °.
USE D.I.P. FROM
METER CONNECTION
TO BACK SIDE OF RPZ. \
COPPER TYPE L MAY
BE SUBSTITUTED FOR o
LINES 2'OR SMALLER SECTION X-X
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER.
2 ENSURE ASSEMBLY WILL FIT WITHIN FIBERGLASS ENCLOSURE
DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS,
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS.
6. TAMPER SWITCHES WITHALARM SHALL BE SUPPLIED ON THE DEVICE
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NC FIRE CODE.
7 METER SHALL READ IN CUBIC FEET
8, AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND
VAULT. THE VAULT SMALL BE APPROVED BY THE CITY ENGINEER.
INSTALL120V
RECEPTACLE WITH GFCI
FOR HEATER CONNECTION
TO ENSURE ASSEMBLY DOES
NOT FREEZE
DRAIN PORT
TYPICAL EACH SIDE
b
ISOMETRIC VIEW OF
TYPICAL ENCLOSURE
WATER LINE
DETAIL #
REVISED
CITY OF STATESVILLE
Reduced Pressure Detector'
VV-10
JAN2011
PUBLIC WORKS DEPARTMENT
Assembly For High Hazard
SCALE:
SHEET #
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Applications (Above Ground)
N.T.S.
, OF 1
1
C904
4" O.D. GALVANIZED STEEL BOLLARD
CONCRETE FILLED (TYP.)
#4xCONT. E.W. @ 4'-0" O.C.
SLEEVE FOR CANE BOLT. SEE
DETAIL "B"
CONC. FOOTING
CONST. JOINTS @ T-0" O.C.
BRICK DUMPSTER ENCLOSURE
8 GA. PAINTED N ETAL
'ATE (BOX RIB)
6" THICK PCC SLAB W/ -
6x6-2.9x2.9 W.W.F. ON 4"
GRAVELBASE
SEE JAMB DETAIL
2x6 TREATED RAISED
1/2" ABOVE TOP PLATE
TO MAINTAIN
POSITIVE SLOPE
4" BRICK TO MATCH
BUILDING. PROVIDE
MASONRY VENEER
ANCHORS @ MAX.
HORIZONTAL SPACING
OF 24" AND MAX.
VERTICAL SPACING OF
16"
1" AIR SPACE
WEEPS @ 48" O.0
GROUT SOLID
PAVEMENT SURFACE
AS SPECIFIED --,
DBL. WIDE ENCLOSURE
TO HAVE 4-GATES
18 GA. CLEANED, PRIMED &
PAINTED METAL GATE.
(BOX RIB)
1/2" DIA.x8" BARREL BOLT
LOCK W/STOP PLATE AND
HOLE FOR LOCK
PAINT INSIDE TO MATCH
BLDG.- EPDXY PAINT
#5 BARS
VERTICAL
48" O.C.
WALL FTG. BEYOND
6" C.F. (SEE SECTION "A")
6" THICK PCC SLAB W/
6x6-2.9x2.9 W.W.F. ON 4"
GRAVEL BASE
TS5x5xl/4 EMBEDED 12" INTO
FOOTING ELEVATION
EDGE OF 2X ANGLE 4"
0
STEEL FRAME
It1/4"x4"x2'-0" BOLTED
PLANVIEW
2x ANGLE FRAME
5"
TO FRAME
CANE BOLT REST
1'
24" x 5" CANE BOLT
(1/2" DIA.)
PREFINISHED .040" ALUMINUM TRIM
CAP W/ CONT. CLEAT. COLOR TO
BOT. OF CANE BOLT
3/4" DIA. STEEL GUIDES
MATCH BRICK
PLATE 1" BELOW
- o
WELDED TO PLATE (TYP.
BOT. OF GATE
iv
OF 3)
FRAME
2x6 TREATED TOP PLATE
I. DIA. X 1" DEEP SLEEVE IN
TOP OF PAVEMENT
PAVEMENT FOR CANE BOLT
#5 HORIZ. BAR @ TOP (TYP.) TIE
AT CLOSED & 90' OPEN
TO #5 VERT. BARS
POSITIONS
8"X 8"X 16" C.M.0 WALL W/
DUR-O-WALL EVERY SECOND
COURSE.
SOLID GROUT ALL CORES
#5 HORIZ. BAR @ MID. HGT. TIE
TO #5 VERT. BAR (TYP.)
6„
~I r—
SLAB PER PLAN
#5@12" O.C. CONT. TOP
& BOTTOM
SECTION "A"
© CANE BOLT (i PER GATE)
1/2" DIA.x8" BARREL BOLT LOCK (ONE GATE)
1/2" DIA.x24" CANE BOLT GATE (BELOW)
L 1}x11)A DIAGONAL BRACE
1"x18 GA. METAL DECK
L3x3x1/4 FRAME, 4 SIDES EA.
GATE
4 PAIR (8 TOTAL) McKINNEY
MPB99 HINGES EA. GATE
WELDED TO GATE & POST
GROUT SOLID W/ CONCRETE
4" BRICK / \
8"X 8"X 16" Z,3/8" DIA, A.B. 14" x 2"
C.M.U. WALL 1Z Z @ 16" O.C. VERT.,
#5 VERT. BAR @ -t BOLT TO TS
48" O.C. / .- - W/ACORN NUT ON
OUTSIDE
#5 HORIZ. BARS @ r;
TOP & MID HGT.
TS5x5x1/4 w/1/4"x5"z0'-5" LG CAP
PLATE. EMBED. 12" INTO FOOTING
JAMB DETAIL
2
C904
RECP I
APRON
WATTLE
SLOPE/CHANNEL
INSTALLATION
F(OVV
��
WIRE TIE
SEDIMENT
CONTROL
LOG
FIGURE
CHANNEL INSTALLATION
" .. EA
MINIMUM STAKE
IN GROUND, 12"
DO NOT ALLOW FLOW TO OVERTOP INSTALLATION.
FIGURE C - CROSS-SECTION
VIEW
(PERIMETER GUARD) DRAIN FILTER CURBSIDE INSTALLATION
INSTALLATION
DRAIN RECPAPRON SEDIMENT INSTALLED
INSTALLED GRATE CONTROL LOG
LOG LOG
I 1
LSET LOG IN
TRENCH 3" Q.` CURB y: SET LOG IN
DEEP AND TRENCH 3"
BACKFILL BELOW TOP
? OF CURB
Road Surface
MINIMUM "''"`` • '
GROUND
STAKE DEPTH RECIP APRON
BACKFIIL
SURFACE MINIMUM
FIGURE D - CROSS-SECTION Ground Surface STAKE DEPTH
FIGURE B - PROFILE VIEW VIEW VIEW
E - CROSS-SECTION
STEP 1 - SITE PREPARATION VIEW
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS, CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO INSTALLATION TO
ENSURE LOG REMAINS IN CONTACT WITH SLOPE.
STEP 2 - STAPLE SELECTION
AT A MINIMUM, 1" LONG BY 1" BY 24', STAKES ARE TO BE USED TO SECURE TIE LOG TO THE GROUND SURFACE. INSTALLATION IN ROCKY, SANDY OR OTHER
LOOSE SOIL MAY REQUIRE LONGER STAKES.
SLOPE INSTALLATION
PLACE RECP ALONG SLOPE TO PROVIDE UPSTREAM APRON FOR LOG. SECURE RECP ACCORDING TO STANDARD SLOPE INSTALLATION INSTRUCTIONS
INCLUDING UPSTREAM ANCHOR TRENCH. SECURE LOG TO BLANKET, ENSURING LOG REMAINS IN INTIMATE CONTACT WITH THE RECP OVER THE LENGTH OF
THE INSTALLATION. A MINIMUM OF ONE FOOT UPSTREAM APRON AND TWO FOOT DOWNSTREAM APRON ARE REQUIRED FOR INSTALLATION. SUBSEQUENT,
DOWNSLOPE ROWS OF LOGS SHOULD BE SPACED APPROPRIATELY FOR SITE CONDITIONS TO MINIMIZE ACCELERATION OF FLOW. FURTHER, LOG SEAMS ARE
TO BE OFFSET TO ENSURE CONTINUOUS FILTRATION. FIGURE A PRESENTS A' CHEMATIC OF A SLOPE INSTALLATION IN PROFILE VIEW.
CHANNEL INSTALLATION
PLACE RECP ALONG CHANNEL TO PROVIDE UPSTREAM AND DOWNSTREAM APRON FOR LOG IDENTICALLY TO SLOPE INSTALLATION. SECURE LOG TO BLANKET,
ENSURING LOG REMAINS IN INTIMATE CONTACT WITH THE RECP OVER THE LENGTH OF THE INSTALLATION. A MINIMUM OF ONE FOOT UPSTREAM APRON AND
TWO FOOT DOWNSTREAM APRON ARE REQUIRED FOR INSTALLATION. SUBSEQUENT, DOWNSLOPE ROWS OF LOGS SHOULD BE SPACED APPROPRIATELY FOR
SITE CONDITIONS TO MINIMUMIZE ACCELERATION OF FLOW. FURTHER, LOG SEAMS ARE TO BE OFFSET TO ENSURE CONTINUOUS FILTRATION. FIGURE A /
FIGURE C PRESENTS A SCHEMATIC OF A CHANNEL INSTALLATION.
DRAIN FILTER INSTALLATION
SURROUND DRAUB INLET TO BE PROTECTED WITH LOG, ENSURING SEAMS ARE OVERLAPPING TO MINIMIZE FLOW CIRCUMVENTING LOG. SECURE LOGS TO
GROUND SURFACE ENSURING THE LOG REMAINS IN INTIMATE CONTACT WITH THE GROUND SURFACE OVER THE ENTIRE INSTALLATION. PROVIDE RECP APRON
SECURED TO THE GROUND SURFACE BETWEEN DRAIN AND LOG.
FIGURE A - PROFILE VIEW
FLAT GROUND
@ COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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VENTURE PROPERTIEF; `.1, LLC ZO
PO BOX 843 U
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DATE:
04/17/2015 L }
PROJECT NUMBER: �� U
0700572015127
DRAWN BY: I W
J.EDWARDS Q
APPROVED BY:
J.CHURCH�
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