Site Plan (3)F77..
VICINITY MAP
No Scale
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Zoned: RA-40 I a I
Current Use: Residential and Agriculture 2
Travis Scott Wester p
Deed Book 901, Page 178
Plat Cabinet 'D", Slide 1182E I G
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FEMA FLOOD HAZARD STATEMENT Harnett County I
Lots shown on this plat are not Minimum Building
located within the FEMA Flood Setback Requirements I
Hazard "Zone AE' as shown on FEMA map No. 3720066000J RA-20R, RA-20M, RA-30 & RA-40
Effective Date: 10103106 FRONT: 35' f m R/W
REAR: 25' I
SIDE 10'
CORNER LOT SIDE. • 20'
6kM1
GARDNER M/NI STORAGE PROJECT CON57RUG710N SEQUENCE
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMENTAPON POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS .'
(SEE EROSION AND SEDIMENT CONTROL PLAN) RESPONSIBLE FOR LAND -DISTURBING ACTIVInES INSPECT A PROJECT AFTER EACH PHASE OF THE '
BEFORE THE START OF ANY CONSTRUCTION OPERATIONS THE FOLLOWINGS SHALL PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS •'
BE INSTALLED., BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT IN '
• CLEAR ENOUGH AREA TO INSTALL CONS7RUC770N ENTRANCE AS SHOWN ON OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY +'
E&SC PLAN SELF-MON17-ORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION AC77l477ES.
• CLEAR ENOUGH AREA TO INSTALL SILT FENCE AS SHOWN ON THE E&SC PLAN THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION '
• CLEAR ENOUGH AREA TO INSTALL SEDIMENT BASINS AS SHOWN ON THE E&SC AND SEDIMENTATION CON7ROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS e'
PLAN MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUE UNTIL PERMANENT,`
• INSTALL SILT FENCE AS SHOWN ON E&SC PLAN GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS IIJA-54H AND 15A NCAC 4B.0161. THE I
CLEAR AND GRUB THE AREA WITHIN THE DISTURBED/DRAINAGE AREA PLAN. SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM .' pk
HT7P://WWW.DIR.ENR.STA7E.NCUS/PHAGS/SEDIMENAPON-NEW.H7M. IF YOU HAVE QUE47fONS OR
GRADING AND BUILDING CONSTRUCTION 1. START GRADING OPERATIONS UP TO AND INCLUDING ROUGH GRADING ON INSIDE CANNOT ACCESS THE FORM, PLEASE CONTACT NCDNR DIVISION OF LAND RESOURCE�'AT (919)
s •F' F
ROADS, MINI STORAGE BUILDING LOCATIONS AND OUTDOOR STORAGE AREA AS 791-4200
SHOWN ON E&SC PLAN
2. INSTALL 6" OF ABC COURSE ON INTERNAL ROADS BETWEEN PROPOSED k6 Q�' BUILDINGS AS SHOWN ON E&SC PLAN .',
3. GRADE PADS OF BUILDING AND START BUILDINGS C0NS7RUC7/0N ,' '�{ EIR
4. START BUILDINGS CONS7RUCTION OF PADS BUILDINGS S7RUCTURES
5. INSTALL 4" ABC COURSE ON THE OUTDOOR STORAGE AREA AS SHOWN ON ,' I
E&SC PLAN ,' I
6. CHANGE/ADJUST AND MAINTAIN EROSION AND SEDIMENTATION CONTROL AS `> I
SITE CONSTRUCTION PROGRESSES , ti
7. PERMANENTLY SEED AND MULCH ALL UNDISTURBED OPEN AREA
8. E&SC DEVICES SHALL REMAIN AND MAINTAINED DURING CONSTRUCTION OF THE
PROJECT UNTIL PROJECT IS COMPLETED. REMOVAL OF E&SC DEVICES SHALL BE '
COORDINATED WITH E&SC INSPECTOR • Ili
9. TEMPORARY AND PERMANENT SEED AND MULCH SHALL PROCEED AS PER E&SC ,' I
PLAN N07ES AND SPECIFICA TONS.
I�
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+� k OPEN SPACE
MANAGED GRASS AREA
Zoned: RA-30 OPEN AREA TO BE SEEDED
Current Use. Agriculture and Wooded KF�
Travis Scott Wester '' m
Deed Book 408, Page 393 ,
Map Number 2019-153.'
• mW I
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DRAINAGE BASIN AREA: 5.81 ACRES , . '' •� 1 ER i
�1 58�9,0 it
° J I
1y a10V -
DSO
Y 71
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OUTDOOR STORAGE FOR II
' RV'S, BOATS AND TRAILERS IT
N 89 $8'50 £ 16d56'
(1.25 AC. = 259< OF NET)
. '
1BUFFER OPEN AREA TO BE SEEDED
TYPE "D" _,
SR 1436 O
Matthews Road b 5.159 Ac. Total
60' Public R/W �° - 0.159 Ac. Road R/W /0• B�ffE%ii
5.000 Ac. Net 1ypE3-1
* x 9.
\ 15 j
I O
,41 I ENTRANCE CONSTRUCTION TI 24 O' v SEDIMENT BASIN DURIN
N TO BE PERMANENTLY �x
N ' COVERTED TO WET POND
A �` Is P SURFACE AREA: 0 SF ,+�+/ BEAINAGE DITCH CONVER7E0 TOO
550
\ N O O' BASE AREA• 5500 SF i
�, • o®+ • • o ROPpSEO 50 FLEXIBLE 12"UNIT M/N/ STORAGE tq 24.0' DOWN DRAIN + GRASS SWALE j2
J N 2300 ETAL BUILDING +�+ LT FENCE
i+�
20' APA lE[ IRA I F£LWAY
CurrentnUse:RA-40Residential /'FOPpSEO 50 UNIT M/N/ STORAGE
Emannuel J. Trembly I OPEN
AEA O o METAL BU/LD/THY /
Anna B. Trembly N 250.0• /
O 112'x6' FOREBAY WITH
Deed Book 3850, Page 119 2O' O •y' �� CLASS A RIP RAP
Map Number 2016-183 n I o ORA WL 7RAVEZ KAy O \ OVER
OTT FILTER
ELEV. FABRIC,
PROPpSEO I VOP OF J2
250.0' 46
ELEV - 249
I�
M I SO UNIT M/N/ STORAGE
- - o METAL BUILDING I j
I _ ?4' L;Rq 'El IRA FLEXIBLE Y I I 3 SKIMMER'
I ' a VFLWAY DOWND NI I s8 �ryk DENUDED AREA: 2.31 AC
.� TOTAL DRAINAGE AREA: 5.81 AC
/� 0; BASIN SURFACE AREA: 7680 SF
I • "w� �eF7L'8 - - y_ _ _ _ _ _ _ _ _ N +•. ♦ - ,'� %� BASE DEPTH TO BE DRAINED. 2'
,�C TOTAL VOLUME. 15,360 CF
15' TYPE p. "'��'.
I BUFFER _ _ ','`� ry9 SKIMMER SIZE.' 3 INCHES
I I y P�� ♦ ,
8770 Q2'W 4$ .52' - -� ♦ 03
LEGEND
' I DRAINAGE DITCH T -X X- SST FENCE
C BE CONVERTED TO --0----0- CHAIN LANK FENCE
I CRASS SWALE 17 e____-F--_ p2ASS SWALE
I CLASS A RIP AY WITH OVERFLOW SPILLWAY - - - TYPE F BUFFER
I CLASS I RIP RAP WITH 5 TONS CLASS A - - - - TOP OF DAM
k OVER FILTER FABRIC, RIP RAP AND 5 TONS
w BOTTOM ELEV. 246 57 WEIR STONE
FT RK,ItT OF WAY
I S70W PIPE
CONSTRUCTION
I O ENTRANCE
Zoned: RA-30 _ _ _ _ _ " _ _ _ _ DRANAGE SIN
Current Use: Agriculture and Wooded
I Travis Scott Wester
Deed Book 408, Page 393
Map Number 2019-153
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Preliminary Site Plan
Conditional Use Permit Required
n Gardner Mini Storage
Neills Creek Township Harnett County, NC
o Scale: I" = 40' Date: 5-14-19
Zoned: RA-30
PIN: 0661-16-6469.000
PID: 110661 0028 02
0 40 80
GRAPHIC SCALE
Zoned. RA-40
Current Use: Agriculture and Wooded
Lola Tucker Coats
Estate File 92-E-241
Deed Book 552, Page 138
SWALE
PROPERTY INFO AND TOPOGRAPHY TAKEN
FROM SURVEY PREPARED BY STANCIL &
ASSOCIATES MAY 14, 2019.
CURRENT OWNER:
TRAVIS SCOT WESTER
3631 NC 210 N
LILLINGTON, NC 27546
910-890-3403
DEVELOPER.
JOE GARDNER
1172 TYSINGER RD
LILLINGTON, NC 27546
910-891-9600
SITE PLAN BY.-
CIVIL AND STRUCTURAL ENGINEERING SERVICES, PLLC
4612 KAPLAN DRIVE, RALEIGH, NC 27606
OFFICE PHONE. 919-851-1642
CELL PHONE.- 919-621- 0628
EMAIL ADDRESS, • BA. CASESPLLCOGMAIL. COM
Zoned: RA-40
Current Use: Agriculture and Wooded
William Cary Stewart
Susan Stephenson Stewart
Deed Book 1242, Page 232
N07ES.' CONSTRUCTION OF THE PROJECT MUST COMPLY TO THE GENERAL NPDES AND THE CHANGES IN THE NPDES
PERMIT EN7777ED 'MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT EFFECTIVE AUGUST T 03, 2011
T FENCE GROUND STABILIZATION: THE 7 DAYS AND 14 DAYS GROUND STABILIZA PEN, REQUIREMENTS OF THE NPDES PERMIT APPLY
TO CONSTRUCTION OF THE PROJECT AND AS FOLLOWS•
• GROUND STABILIZATION SHALL BE INSTALLED IN 7 DAYS ON PERIMETER AREA AND SLOPES GREATER THAN J.- 1
• GROUND STABILIZATION SHALL BE INSTALLED IN 14 DAYS ON 07HER AREAS
CONSTRUCTION AND BUILDING WASTES HANDLING:
- -. ---NO PAINT OR. LIQUID.. WASTES IN STREAM OR STORM DRAINS -
• DEDICATED AREAS FOR DEMOUnON, C0NS7RUC7ION AND OTHER WASTES MUST BE LOCATED 50'FROM STORM DRAINS
AND S7REAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50'FROM STORM DRAINS AND S7REAMS UNLESS NO REASONABLE
ALTERNATIVES ARE AVAILABLE.
• CONCRETE MATERIAL MUST BE CONTROLLED TO AVOID CONTACT W17H SURFACE WA IERS. WETLANDS OR BUFFERS
INSPECTION:
• FOR WEEKLY INSPECTION AND RAIN GAUGE REQUIREMENTS SEE E&SC N07ES ON THE PLANS
• INSPECTIONS ARE REQUIRED DURING "NORMAL BUSINESS'
• INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS UNLESS A SITE -SPECIFIC EXEMPTION IS
APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST
• ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS
DRAINAGE BASIN: 5.81 ACRES
MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES
I. THE CON7RACTOR SHALL CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY BY THE CONTRACTOR TO MAINTAIN ALL PRACTICES AS
DESIGNED. ALSO PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL STORMWATER
PERMIT, A RAIN GAUGE MUST BE INSTALLED ON SI7E THE RAIN GAUGE MUST BE KEPT OIVS17E AND INSPECTION
BY THE CONTRACTOR MUST BE MADE AND LOGGED AFTER EVERY HALF INCH RAINFALL AND ONCE A WEEK.
2. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM SEDIMENT TRAPS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50Z FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY.
3. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN IT BECOMES (0.5) FEET DEEP AT
THE FENCE. SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. THE CON7RACTOR SHALL FERTILIZE, RESEED AS NECESSARY, AND MULCH ALL SEEDED AREAS ACCORDING TO
SEEDING SPECIFICATIONS SHOWN ON THE PLANS TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
5. THE CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES OR OTHER AREAS WITHIN 21 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER IS TO BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 21 CALENDAR DAYS OR SOONER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT
TIME LIMIT FOR GROUND COVER
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GRATER THAN 7HE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPE LEFT
EXPOSED WILL WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR S77?UC7URES SUFFICIENT TO
RESTRAIN EROSION.
PROPOSED IMPERVIOUS SURFACE.'
GRAVEL ROADS.' 23,300 SF / a54 AC
OUIDOOR GRAVEL STORAGE 54,450 SF / 1.25 AC
STORAGE BUILDING ROOF.- 22,500 SF / a52 AC
TOTAL IMPERVIOUS: 100,250 SF / 2.31 AC
PERCENT IMPERVIOUS 46.2%
TOTAL DISTURBED AREA: 2.31 AC
TOTAL AREA TO BE STABILIZED WITH GRASS 2.69 AC
10'
0.83'
6. 6.1
GRASS SWALE 1 & 2 SECTION
LINE WITH JUTE MATTING
References
Estate File 92-E-105
Deed Book 408, Page 393 (Title to Wester)
Mop Number 99-57
Map Number 2019-153
Others as shown and/or noted hereon
PRELIMINARY PLAN
DO NOT USE FOR CONSTRUCTION
FOR REVIEW BY LOCAL OFFICIALS
AND STATE OF NORTH CAROLINA.
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DATE:
-10-2019
SCALE:
1'=40'
DESIGNED:
SWB
CHECKED:
SWB
DRAWN:
SWJ
APPROVED.
SWB
SHEET..
3 OF 4
CAD
Fa -GMS
PROJECT NO:
2019.03