NCC217117_Site Plan or Location Map_20211222

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IN REGARDS TO DRIVEWAY PIPE i EY W / ��p' I ( f / \ /
/6ARY /H. MOON REQ. DUE TO CURRENT TOPO. IN�� I i1 R E� I \
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9 q0 \ \ \\ \ /
/ \ 3.62 AC \ 652.78 0' RIP. BUFFER \
� \ � /-Er5� \ \ � \
/ \ CDOT ROW \ MUST BE FLAGGED
\ IMITS OF TO COUNTY SATISFACTION \ \ \ \ \
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652.7 \ \ / \ \ \ \ \
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\ \ GRAVEL v�i \ \ Feet
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3.62 AC N
� x = `64 \ \ \� LIMITS OF W W W W 1 I Cm S0',LS \ - - \ \1 5�7,�57 SIFT. ( �� AC)
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/ O U J \ \ \ \ SFDIMENTA70W CONTROL FLAN IS BEING FOUL- WEC7.
/ AGAR . MOON \ \ \TEMPORARY _ - - \
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/STONE OUTLET # 1 '` \ �_ _ \ \ THE SELF4NSPECTION PROGRAM IS S£PARAM FROMf TIE WEEKLY SELF-MONITOR7ING
PAf EL ID:- 653 \ DA: 0.166 AC. TONE OUTLET #1 \ \ PR�OGRAMOPTHE NPOES8TORA6NATERPER11ITFOR CONSTRLICTIONA�uCTIVMFS. THE
STREAM CENTERLINE DA: 0.195 AC. \ \ FOCUS OFTHE SELF -INSPECTION REFfiC]RTISTHE INST.NLATiaF1AND MLVMT€HIWCEOF
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/ M 6 47 co W \ \ AND CONTINUEDUIPiEamAKNrGROUNDCOVER ISESTABI.IS
I- , STONE OUTLET #1 \
/ TEMPORARY \
/ DA: 0.061 AC. - \ THESELF4NSPECTIOMREPORTFORMIS,AVAIL►BLEASAMEXCELSPREAESHEETFROM
/ DIV. BERM \ \ \ THELArOL1ALRrYNEBS�TE.
w 646.27 - - \ 11
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/ / `• / \ APPROXIMATE WETLAND AREAS «enu
/ TEMP. STREAM / / IMITS OF \ c� \
AS SHOWN ON SAGE ECOLOGICAL Q
X CHECK DAM DISTURBANCE .y .y .y m
/ REPORT. I-
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/ / f - �v //$$$ 'NOTE: TOPO DOESNT CLEARLY SHOW In
/ / f RO DETAILS W W W W W S� W W W W W W LEGEND
�/ -_ `�� WETLAND CHARACTERISTICS DUE TO \
�� \ 64s W W W W W W W W \W W W W W _ GIS TOPOGRAPHY LINES BEING USED. PROPOSED EXISTING
/ LIMITS OF \ \
/ x / / / DISTURBANCE \ � 47. 7 TONE UTLET #2 - 1 = = Right of way
--3.62 AC W W N I Property Line
�� a� / . ' DA: 0.07 _ C. - -
STONE OUTLET # W W W W W W W _ �6 Parcel Line
/ TONE OUTLET` 3' 1 Building Setback
0' RIP. BUFFER DA: 0.057 AC. 64s.0 �� - 0.072 AC. XW g
MUST BE FLAGGED - -50 - \ <n s47.o7 W W W W W W 0' RIP. BUFFER Easement
\ / 000 000-------------
'� / TO COUNTY SATISFACTION fr51-TEMPORARY Y s '0� MUST BE FLAGGED --------------------- Contours
DIV. BERM � � z �� � '� '� TO COUNTY SATISFACTION 1 � - - Building
\ \ W W W W - -
�� 0' RIP. BUFFER P ent
;TONE OUTLET # \ � �� MUST BE FLAGGED
-6�D : 0.43� �/ (O. \ �� \ TO COUNTY SATISF CTION DS75 MATTING
654 / TEMPOR Y ��\ W W W
-656� .� \DIV. BERM ES `� `� TEMP. WATTLE
--LINE C4 \c"o \ -6\�\ CENSTRTERLINE \ \ \ O3
g� 1 \ TONE OUTLET #4 \ \� \ Fence
J / / / // / / / I s\42 DA: 0.460 AC. �- _` \
GaCyS01LS - - \ Sign
Q / �\ I \ \ \ DITCH ��\ \\ \\��� \ \ \ -� -� g
m / / / LIMITS OF E Sy5.77 \ \ " LINE 3- --- \ \\ STREAM CENTERLINE Benchmark
0i / 1-- DISTURBANCE \ 6 \ �6�� \ \�
�/ / 3.62 AC \ \s IMITS OF--65-3� \ \\ \� \ �`\ \
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/ \� 3.62 AC /^� \ \\ \ < /
IMITS OF �� cS, ---Mow - 0 RIP. BUFFER \� �� m Prop. Rip Rap
/ -MUST FLAGGED �i
x DISTURBANCE �� o �\ \656.40 CO ffiY SATISFACTION \ \ -
3.62 AC _ �� 6s .4o�6s�� \ \ \ \ \ Ld SAS - t;TSAN Sanitary Service
.... \ TgrvE �L"5� \ \ fSTM� _ [�STM - Storm Serve
/ / I , • • • • • • • \9s 881 AC. \ ' _- DWS WM - Water Main Service
WASHY \ \ \ \ 0 RIP. BUFFER r C - C - Communication Line
CONC. WASHOUT s5s�oo \ \ \ MUST BE FLAGGED OHF - FO = Fiber Optic
TEMPORARY ` TO CO NTY SATISFACTION
I / • • • •'• 660.15 _\ \ GM GM Gas Service Line
I I /:........... :. 8 DIV. BERM %
/ ';,. ' ' ' ' ' ' ............... 60` `6F _ E \ \ \ I E - E - Underground Electric Line
w IMITS OF \ \ \ _ _ - -
DISTURBANCE \
` - OHE - OHE Overhead Electric Line
�I
I I I 1 x \ 3.62 AC 9\ OHW - Overhead Utility Wire
661:50 : 6 658.19-�5 s5 s5s.o
\ 660.40 , 9 \ 6s O
I (�.'.'.'.'.'.'.'. 6.1,80.' '€ \ \ IV Telephone Pole
I I I ..................: 6P.0 \ \ \ �\ R R p
�O sss.74 a' / \ � Guy Wire
I y p PRPPOSE SEPTIC 58.33 \ \ 7 -p�P E KE, Electric Transformer
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` S p 'SIG V•ED•'•B•'•' OTH ' woRKSHOP : 6S \ \ \ \ \ (,tjE Light Pole
�R WITH 9 AA Yard Light Pole
1 ....... 659.27 00 Y 9
x .. . .. ... . .. ... .. .. .. . . . . APARTMENT 659.38 \ \ \ \ 2 CmB SOILS
\\ 1 _ s5s.27 \ 8 Traffic Signal Pad
1 I P66o 5oAD V 6, \ \ \ m Gas Valve
.:... ' '.:.'.' ' 659.63 s \ 3 '' p Gas Marker
....................
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1 :... ... ..;....:,. :..:..: 6 \ \Y o
.. .:...:.............. ....................�:. .................... � 6a� � � ❑ Fiber Optic Box
\ 1 1 1 � 1 Y 660.08 \ DISTURBANCE
\ \ A MHO N \ a \ \
1 tI '� 0° L 3.62 AC m ® Water Valve
L F S A E \ \� y� 660.22 \ �i O �� �S Fire Hydrant,
\ \ ♦ IRL �D- �5 \ - - - - - \�S `' :: :: :: :: I \ O C/O Sanitary Cleanout
�\ sHETTER :' "' ' "' ' "'•'• "' ' z cAR w
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I 1(\�g TONE OUTLET #7 APPROX. SEPTIC \ CARPORT LOCAL cARACE I I \ 00 00 S lev
DA: 0.557 AC. TANK LOCATION 660.5... : SEE ARCH. PLANS 000.so' \
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1 \ \ " 660.50 : PAo ELEv 660 50' sso.5o I \ t \t
1 � M I `�
LIMITS OF Drainage Area (sf) 7550 $100 22070 20290
�IS
GaB SDISTURBANCE 1 Len h ft 335 345 360 290
I I 1 \ \\ \ \ \ \ c 3.62 AC ::::::::::::: AREA TO BE USED AS \
POOL ;. SOIL STOCKPILE, MATERIAL Dropft 9 10 7 9
\ \ I I STORAGE, AND STAGING AREA. \ - _� �
110 in hr 7.38 7.38 7.38 7.38
PUMP REQ. / MUST STAY WITHIN LOD. )
\ FROM HOUSE \ sso.so SILT FENCE MUST BE INSTALLED
68 Q10cfs) 0.51 0.55 1.50 1.3$
\ \ \ \ \ TO SEPTIC TANK / AROUNC>5,THE LOW SIDES OF THE
TO BE DESIGNED ��g i STOCKPILE AREA AND TEMPORARY Side Slope 3;ltie/5:1 shoulder 3:1tie/5:1 shoulder 3:1tie/5:1shoulder 3:1tie/5:1 shouldi
/ \�\ x \ \ BY OTHERS _ _ _ _ _ - - - _ STABILIZATION MUST BE APPLIED
IF STOCKPILE IS INACTIVE FOR
_LIMITS OF MORE THAN 14 DAYS. Shear
\ \ \ \ \ \ DISTURBANCE NE OUTLET 6 `LIMITS OF T lbSAftA2 037 040 042
\ # `LIMITS OF ( )
3.62 AC �� DA: 0.417 AC. DISTURBANCE DISTURBANCE
DISTURBANCE
AC DISTURBANCE
AC Gamma If s/ftA3 62.4 622.4 62.4 62.4
Dchan (ft) 0.22 a22 0.35 0.31
Schan(ft/ft) 0.027 0.029 0.019 0.031
x
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\
\ ♦ \ \ \ \ / N ORTH AMERI CAN DS75 R DS75 R ROLL
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SURVEY NOTES ��o� o�T'UrY PRoEL
1. MATTHEW S. JARRELL LAND SURVEYING, PLLC. PROVIDED THIS yB
BOUNDARY/EXISTING CONDITIONS SURVEY AS AN ELECTRIC COPY OF A
DRAWING ORIGINALLY CREATED BY MATTHEW S. JARRELL ON 8/19/2020 . , SITE
THIS DRAWING SHOWS BOUNDARY AND CONDITIONS OF THE SITE AT THE TIME
OF THE SURVEY. ALL TOPOGRAPHICAL DATA WAS DERIVED FROM COUNTY GIS '
AND PROVIDED BY THE CLIENT, NO TOPOGRAPHY DATA WAS PROVIDED BY
THE SURVEYOR. IT IS RECOMMENDED THAT THE OWNER/CONTRACTOR VERIFY
ELEVATIONSME ERROR.
. TH SPR PERTY ISOSUB SUBJECT TONTOURS ANY EASEMENTS, E RELEVANT I AGRETH OEMENTS, OR
RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE
NOT APPARENT AT THE TIME OF THE INSPECTION. DECLARATION IS MADE TO VICINITY MAP /NTS)
THE ORIGINAL PURCHASER OF THE SURVEY, IT IS NOT TRANSFERABLE TO BEFORE YOU DIG! ` J
ADDITIONAL INSTITUTIONS OR OWNERS. CALL811 N.C. ONE -CALL CENTER
3. WK ENVIRONMENTAL PLLC, SHALL NOT BE HELD ACCOUNTABLE FOR ANY IT'S THE LAW!
DAMAGES OR HARM CAUSED BY THIS MAP THAT WAS PROVIDED BY OTHERS. ALL RIGHTS RESERVED. THIS
THIS MAP WAS PROVIDED BY THE OWNER AS AN EXISTING CONDITIONS SET. DRAWING IS THE PROPERTY OF WK
ENVIRONMENTAL PLLC. AND SHALL
NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT PERMISSION.
GENERAL SITE NOTES
G S O S
1. WK ENVIRONMENTAL PLLC. SHALL NOT BE HELD ACCOUNTABLE FOR ANY DAMAGES CAUSED BY VARIATIONS TO THESE PLANS OR THE FAILURE TO
ACOMPLY UTHORITIES. ALL NOTES AND SPECIFICATIONS WITHIN THESE PLANS OR THOSE SET FORTH BY SAFETY AND ENVIRONMENTAL REGULATORY
2. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING UTILITIES OR INFRASTRUCTURE DURING CONSTRUCTION. ANY DAMAGE TO THESE
UTILITIES OR INFRASTRUCTURE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER/OWNER, IMMEDIATELY, IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
ILLUSTRATED DESIGN.
4. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OTHER FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR
IMMEDIATELY AS DIRECTED BY THE ENGINEER. CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR ALL REPAIRS, AND REPAIRS ARE TO BE
PERFORMED TO THE GOVERNING MUNICIPALITIES/UTILITY OWNERS APPROVAL.
5. UTILIZE SIGNS, BARRICADES, FLAGMEN OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING
ALL CONSTRUCTION ACTIVITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE
ILLUSTRATED ON PLANS, NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION.
7. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
8. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKERS AND THE PUBLIC SHALL BE PROTECTED FROM INJURY, BY OSHA
STANDARDS.
9. THE ENGINEER AND GOVERNING DEPARTMENT SHALL BE NOTIFIED PRIOR TO ANY INTERRUPTION OF EXISTING UTILITIES, EXISTING DRIVEWAYS, OR
EXISTING ROADWAYS TO ENSURE CONTINUOUS SERVICE AND TO KEEP PUBLIC UTILITY INTERRUPTIONS TO A MINIMUM.
10 WORK CANIF A BY IS EGIN. EGINT ALL PROPERTY OWNERS ORARILY AFFECTEDSBYLA UTIILITYLIRELOCATE,THE TEMPORARYRSHALL BE D DISABLING, OR TELIED IN IMINATIONDVANCE SHALL BEFORE
OGIVENTIALITY
WRITTEN NOTICE NO LESS THAN 14 DAYS PRIOR TO THE DESIRED UTILITY WORK DATE.
11. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY THE GOVERNING MUNICIPALITY,
NCDEQ, NCDOT AND/OR ANY UTILITY OWNERS SPECIFICATIONS FOR THOSE UTILITIES AFFECTED.
12. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE,
TELEVISION, OR ANY OTHER UNDERGROUND OR OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE LIMITS OF THIS PROJECT.
13. THE CONTRACTOR AND ALL SUBS ON SITE SHALL MAINTAIN THE SITE IN A MANNER TO PREVENT ANY TRASH OR SEDIMENT FROM LEAVING THE
SITE. ALL VEHICLE TIRES SHALL BE CLEANED WASHED TO PREVENT CARRYING SEDIMENT OFF SITE.
/
14. THE CONTRACTOR MUST INSTALL ALL UTILITIES (STORM WATER, SEWER, ETC.) PER ALL MATERIAL MANUFACTURERS SPECIFICATIONS. ANY ITEM
NOT INSTALLED PER MANUFACTURERS SPECIFICATIONS SHALL BE THE LIABILITY OF THE CONTRACTOR.
15. THE CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IN YARD/LANDSCAPED AREAS BY FEATHERING GRADING WHERE NEEDED WHILE STAYING
WITHIN THE LIMITS OF DISTURBANCE. SHOULD THE LIMITS NEED TO BE EXCEEDED, CONTACT THE ENGINEER AND HOME -BUILDER IMMEDIATELY.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AND FOLLOWING UP WITH THE LOCAL MUNICIPALITY REGARDING ANY INSPECTIONS
DURING OR NEAR COMPLETION OF THE PROJECT.
17. THE OWNER, HOME -BUILDER, OR GRADING CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD OF ANY UNCERTAINTIES OR QUESTIONS THEY
MAY HAVE BEFORE PROCEEDING. FAILURE TO DISCUSS ANY UNCERTAINTIES OR QUESTIONS WITH THE ENGINEER OF RECORD WILL REMOVE LIABILITY
FROM WK ENVIRONMENTAL OF ANY DAMAGES CAUSED BY THIS FAILURE.
18. CONTRACTOR HAS THE RIGHT TO MAKE MINOR ADJUSTMENTS TO EROSION CONTROL FEATURES BASED UPON TOPOGRAHPY DISCREPANCIES.
19. CONTRACTOR SHALL FINISH GRADE IN A MANNER TO ENSURE ADEQUATE DRAINAGE AND TO PREVENT DRAINAGE FROM ENTERING THE
BUILDING/HOUSE. USE OF TRENCH/SLOTTED DRAINS ACROSS DRIVE ISLES IS PERMISSIBLE IF NECESSARY AND ACCEPTED BY HOMEOWNER.
DEMOLITION NOTES
1. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS, FACILITIES OR STRUCTURES TO REMAIN.
ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING TO
REMAIN.
2. INSTALL TREE FENCING AROUND ALL MATURE TREES TO REMAIN OR ALONG RIPARIAN BUFFERS (IF NOT HEAVILY FLAGGED). FENCING SHALL BE
INSTALLED AROUND THE DRIP LINE OF THE TREE UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR TO VERIFY ALL TREES TO REMAIN ON SITE
WITH OWNER.
3. USE WATER MIST, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY WITH GOVERNING
ENVIRONMENTAL PROTECTION REGULATIONS. DO NOT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS, SUCH AS ICE, FLOODING AND POLLUTION,
WHEN USING WATER. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.
4. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. ON -SITE STORAGE, DISPOSAL OR SALE OF
REMOVED ITEMS IS PROHIBITED, WITHOUT OWNERS CONSENT.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING STUMPS REMAINING FROM PRIOR TREE REMOVAL IN AREA OF PROPOSED
DEVELOPMENT. CLEAR AND GRUB ALL AREAS TO RECEIVE PAVEMENT OR STRUCTURES. INERT MATERIALS NOT TO BE BURIED OR DISPOSED OF IN
FILL AREAS.
6. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATORY/CONSULTANT MAY
BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE.
EROSION CONTROL/GRADING NOTES
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
REPAIR AND REPLACE AS NECESSARY.
2. ALL EROSION CONTROL MEASURES SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
QUALITY (NCDEQ) AND/OR THE LOCAL MUNICIPALITIES DESIGN ORDINANCE, WHICH EVER IS MORE STRINGENT.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATELY 0.5'. REPAIR AND
REPLACE SILT FENCE AS NECESSARY.
4 RE-GRADE/REPAIR GRADDE STABILIZE /REPAIR BERMS TEMPORARY
AS REQUIRED. EION BERMS IMMEDIATELY AFTER CONSTRUCTION INCLUDING "CLEAN" WATER DIVERSION BERMS.
5. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEDIMENT ON SITE TO THE MAXIMUM EXTENT. IF NECESSEARY, WASH ALL UNDERCARRIAGES AND TIRES
BEFORE LEAVING THE SITE.
6. CONTRACTOR RESPONSIBLE FOR MINOR FINE GRADING ALTERATIONS TO ENSURE ADEQUATE DRAINAGE AWAY FROM THE HOUSE PAD.
7. MATTING MUST BE INSTALLED IMMEDIATELY AFTER ALL DITCH LINES AND DIVERSION BERMS ARE INSTALLED TO PROTECT THE DRAINAGE SWALE.
SEED IMMEDIATELY.
8. THIS IS A PRIMARILY BALANCED SITE. THE GENERAL CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR OBTAINING ANY STRUCTURAL FILL
MATERIAL TO BUILD THE PAD, IF NEEDED. THE CONTRACTOR MAY ADJUST THE SITE AS NECESSARY TO PREVENT THE OFFSITE HAULING OF SOIL
MATERIAL TO AND FROM THE SITE PER OWNERS CONSENT AS LONG AS ALL MATERIAL IS SPREAD WITHIN THE LIMITS OF DISTURBANCE. ANY
ENCE TESTED IHBYOW THE SITE IS CURRENTLY DESIGNED TO A GEOTECHNICAL CONSULTANT TO VERIFY DRAIN.
9. ALLALTFILLONS TO MATERIALHANDITES COMPINAL ACTION AOFNANYHALL DIRT ON SIN IN TE TE SHALL BEST STRUCTURAL
INTEGRITY. WK ENVIRONMENTAL SHALL NOT BE HELD ACCOUNTABLE FOR ANY UNSUITABLE SOILS USED ON SITE.
10. ALL DITCH LINES SHALL BE LINED WITH A MATTING CAPABLE OF A 1.00 TRACTIVE FORCE MINIMUM (SUCH AS AM.EXCELSIOR CO„ CURLEX NET FREE,
OR EQUIVALENT).
CONSTRUCTION SEQUENCE
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND DISTURBING ACTIVITY OCCURRING.
2. ORGANIZE ONSITE PRE -CONSTRUCTION MEETING WITH DREW BLAKE (919-548-6715) TO REVIEW SITE PLAN PRIOR TO LAND DISTURBING ACTIVITIES.
LAND DISTURBING PERMIT AND APPROVED PLANS WILL BE PROVIDED AT THIS MEETING.
3. BEGIN INITIAL DRIVEWAY CUT, CONSTRUCTION ENTRANCE, CONCRETE WASHOUT, SILT FENCE, AND SILT FENCE OUTLETS.
4. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO SCHEDULE AN INSPECTION OF ALL INSTALLED MEASURES.
5. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN UPON APPROVAL OF THE INSTALLED MEASURES.
4. ONCE INITIAL ENTRANCE IS IN AND APPROVED, BEGIN CLEARING THE REMAINING PORTIONS OF THE SITE AND INSTALLING BOUNDARY EROSION
CONTROL MEASURES TOWARDS THE CREEK CROSSING.
5. INSTALL CULVERTS PER STREAM CROSSING DETAILS IN THESE PLANS AND ONCE INSTALLED, CONTACT CHATHAM COUNTY STAFF FOR INSPECTION.
ONCE APPROVED, CONTINUE WITH SEDIMENT AND EROSION CONTROL MEASURES FOR THE REST OF THE SITE. EXERCISE CAUTION IN SEPTIC FIELD
AREA TO NOT DESTROY THE FIELD.
6. COMPLETE SELF -INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 0.5" OR GREATER RAINFALL EVENT. EMAIL ALL INSPECTION REPORTS TO
CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF WITHIN 24 HOURS OF INSPECTION. NOTIFY STAFF IMMEDIATELY OF ANY VIOLATIONS
ON SITE.
7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, STONE OUTLETS AND OTHER SIMILAR MEASURES
MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE
HOLES OR TEARS AND MUST BE APPROPRIATELY KEYED IN.
8. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
a. STABILIZE DIVERSION DITCHES/BERMS INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION CONTROL
MATTING. (IF APPLICABLE)
b. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND MATTING IF THE SLOPE HAS NOT BEEN DISTURBED FOR
A PERIOD OF SEVEN (7) DAYS.
c. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS
NOT BEING UNDERTAKEN WITHIN FIFTEEN (15) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
d. CONSIDER ADDING ADDDITIONAL SILT FENCE AROUND ANY SOILS STOCKPILE AREAS TO PREVENT CONCENTRATED EROSION FROM OCCURRING.
e. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
9. RE -INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES
FAIL TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES.
10. ALL MEASURES MUST BE INSTALLED ACCORDING TO THE APPROVED PLAN UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED
PROTECTION DEPARTMENT STAFF APPROVED FIELD REVISION ALL APPROVED FIELD REVISIONS MUST BE REPORTED TO THE ENGINEER OF RECORD
( )
WITHIN 24 HOURS OF APPROVAL.
11. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF
ONLY, PRIOR TO REMOVAL OR INSTALLATION. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO REQUEST AN INSPECTION
AND OBTAIN A SIGN -OFF ON THE PLANS OR AN APPROVED FIELD REVISION.
12. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, AND THE SITE IS STABILIZED CALL CHATHAM COUNTY WATERSHED PROTECTION
DEPARTMENT STAFF TO SCHEDULE THE FINAL INSPECTION SO THAT EROSION CONTROL MEASURES MAY BE REMOVED. EROSION CONTROL MEASURES
ARE NOT TO BE REMOVED UNTIL THAT INSPECTION IS COMPLETE AND APPROVED BY CHATHAM COUNTY STAFF.
12.1. THE OWNER MAINTAINS THE RIGHT TO EITHER SEED OR SOD THEIR PROPERTY AT THE END OF THE PROJECT. SEEDING AND SODDING
NOTES/DETAILS HAVE BEEN PROVIDED IN THESE PLANS FOR INSTRUCTION.
13. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED, REMOVE ALL SEDIMENT AND EROSION CONTROL PRACTICES IF SITE IS
STABLE AND NO ADDITIONAL GROUND DISTURBING ACTIVITIES CAN OCCUR.
14. DIVERSION DITCHES ARE TO BE INSTALLED AT THE END OF EACH WORKING DAY AT STREAM CROSSING TO ENSURE PROTECTION OF SURFACE WATERS.
PER SECTION 164.08
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DATE: 11/28/2021
PROJECT NO.:AB-1
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