SWA000065_(3)Gardner Mini Storage Erosion(DraftReCycle3) - 190912_2/21/2020

THE SITE SHALL COMPLY TO
Property is located in Watershed TO STORM WATER STATEMENT
District IV, Protected ARTICLE X, SECTION OF THE
HARNETT COUNTY U�.5
O
_ I Preliminary Site Plan
N FEMA FLOOD HAZARD STATEMENT Harnett County / Conditional Use Permit Required
k Lots shown on this plat are not Minimum Building NOTE.
i 1 09 15;N located within the FEMA Flood Setback Requirements THERE IS NO WETLAND ON THE �ERTY \ N Gard er Mini Storoge
Hazard 'Zone AE" as shown on RA-20R, RA-20M, RA-30 & RA-40 ,'
Site I FEMA mop No. J720066000J AS DETERMINED BY CIVI ND STRUCTURAL r o� Neills Cree Township Harnett County, NC
Effective Date: 10/03/Ofi IRONT.• REAR: 25' 35' from R/W ENGINESERVICES, PLLC Scale: 1 40 2 ` » >
j = Date: 5-14-19
1�35 1515 16 I I SIDE. 10' I o,
/ c2
15 CORNER LOT SIDE. 20' Zoned: RA - 30
o
1434 o PIN. 0661-16-6469. 000
PID: 110661 0028 02
O 40 80
2 I
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM. GRAPHIC SCALE
\ r' GARDNER MINI STORAGE PROJECT. CONSTRUCTION SEQUENCE. '
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
(SEE EROSION AND SEDIMENT CONTROL PLAN) RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
S. BEFORE THE START OF ANY CONSTRUCTION OPERATIONS THE FOLLOWINGS SHALL PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
aP NC 2I BE INSTALLED: BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT IN
7 \
Lillington �\ E I • CLEAR ENOUGH AREA TO INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
E&SC PLAN ENOUGH AREA TO INSTALL SILT FENCE AS SHOWN ON THE E&SC PLAN SELF -MONITORING PROGRAM OF THE NPDES STORMWA TER PERMIT FOR CONSTRUCTION ACTIVITIES. • CLEAR ENOUGH AREA TO INSTALL SEDIMENT BASINS SHOWN ON THE E&SC THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION Zoned: RA-40 RV�ro AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
I PLAN MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUE UNTIL PERMANENT Current Use: Agriculture and Wooded
• INSTALL SILT FENCE AS SHOWN ON E&SC PLAN GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 11JA-54H AND 15A NCAC 4B.0131. THE Lola Tucker Coats
CLEAR AND GRUB THE AREA WITHIN THE DISTURBED/DRAINAGE AREA PLAN. SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM I Estate File 92-E-241
I GRADING AND BUILDING CONSTRUCTION : HTTP://WWW.DIR.ENR.STATE.NC.USIPHAGSISEDIMENATION-NEW.HTM. IF YOU HAVE QUESTIONS OR I Deed Book 552, Page 138
I 1. START GRADING OPERATIONS UP TO AND INCLUDING ROUGH GRADING ON INSIDE
CANNOT ACCESS THE FORM, PLEASE CONTACT NCDNR DIVISION OF LAND RESOURCES AT (919)
VICINITY MAP ROADS, MINI STORAGE BUILDING LOCATIONS AND OUTDOOR STORAGE AREA AS 791-4200
SHOWN ON E&SC PLAN I
NO Scale I I 2. INSTALL 6" OF ABC COURSE ON INTERNAL ROADS BETWEEN PROPOSED GROUND COVER PROVISION NOTE: 6 I
I BUILDINGS AS SHOWN ON E&SC PLAN
I Elfl
J. GRADE PADS OF BUILDING AND START BUILDINGS CONSTRUCTION PERMANENT GROUND COVER SHALL BE �yQ /
4. START BUILDINGS CONSTRUCTION OF PADS, BUILDINGS STRUCTURES PROVIDED FOR ALL DISTURBED AREAS WITHIN
I I 5. INSTALL 4" ABC COURSE ON THE OUTDOOR STORAGE AREA AS SHOWN ON 14 DAYS OR NO MORE THAN 90 CALENDAR
I I E&SC PLAN DAYS (WHICHEVER IS SHORTER). 1
6. CHANGE/ADJUST AND MAINTAIN EROSION AND SEDIMENTATION CONTROL AS I
J SITE CONSTRUCTION PROGRESSES I RASS SWALE
7. PERMANENTLY SEED AND MULCH ALL UNDISTURBED OPEN AREA NOTE. • ALL WORK TO BE DONE IS WITHIN
I 8. E&SC DEVICES SHALL REMAIN AND MAINTAINED DURING CONSTRUCTION OF THE LIMITS OF DISTURBANCE INCLUDING OPEN AREA Q 1
/ I PROJECT UNTIL PROJECT IS COMPLETED. REMOVAL OF E&SC DEVICES SHALL BE TO BE GRASSED. (�
COORDINATED WITH E&SC INSPECTOR
/ 9. TEMPORARY AND PERMANENT SEED AND MULCH SHALL PROCEED AS PER E&SC p I
PLAN NOTES AND SPECIFICATIONSLC
Dc 1
L I
► / �5i o � I I O
12 4 8 , �5 OPEN SPACE
I O k0, MANAGED GRASS AREA 3 Q1
I `S I
y , I
QO 51 I � o
I Zoned. RA - 30 i OPEN AREA TO BE SEEDED QCLQ
I I
Current Use: Agriculture I and Wo ed ))) N , ► Travis Scott Wester
I D d B k 40 393
Zoned: RA-40 i ; Mop Nun-fber 2019 e153 a Zoned: RA-40
P Current Use: Agriculture and Wo
Current Use: Residential and Agriculture I ° Sediment Basin to be W I
_ / 246 m I William Cary Stewart
converted into Wet Pond o I Susan Stephenson Stewart
Travis Scott Wester p rF-�yd 250 Y
Deed Book 901 Page 178
PROPERTY INFO AND TOPOGRAPHY TAKEN
FROM SURVEY PREPARED BY STANCIL &
ASSOCIATES MAY 14, 2019.
CURRENT OWNER:
TRA VIS SCOT WESTER
3631 NC 210 N
LILLINGTON, NC 27546
910-890-3403
DEVEL OPER:
JOE GARDNER /
1172 TYSINGER RD
LILLINGTON, NC 27546
910-891-9600
SITE PLAN B Y.-
CI VIL AND STRUCTURAL ENGINEERING SERVICES, PLLC
4612 KAPLAN DRIVE, RALEIGH, NC 27606
OFFICE PHONE. • 919-851-1642
CELL PHONE: [phone]
EMAIL ADDRESS: BA. CASESPLLC@GMAIL. COM
Stancil & Associates, P. A. C-0831
98 Depot Street, P.O. Box 730 ,
An ier, North Carolina 27501
Te (919 639-2133
oded
Fax: [phone]
Email: [e-mail]
Plat Cabinet "D'; Slide 1182E I I , I �, g -Xx-I-, Deed Book 1._42, Page 232
x
undergroun I i •5 e FER Y 1
cable I - 252 - E NOTES. CONSTRUCTION OF THE PROJECT MUST COMPLY TO THE GENERAL NPDES AND THE CHANGES IN THE NPDES
-� ��P Ct, I i PERMIT ENTITLED "MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT" NCGO 100000 WAS RENEWED APRIL 1,
I o 15 8� = I SlL T FENCE 2019.
o P�,I C� x
► RE\ l I GROUND STABILIZATION. THE 7 DAYS AND 14 DAYS GROUND STABILIZATION, REQUIREMENTS OF THE NPDES PERMIT APPLY
TO CONSTRUCTION OF THE PROJECT AND AS FOLLOWS:
• ^ I FoR I Connect Silt
Y GROUND STABILIZATION SHALL BE INSTALLED /N 7 DAYS ON PERIMETER AREA AND SLOPES GREATER THAN J. 1
OFF Sedlm t BaS//7 # 1 Fence to Basin
CAP 1 1 GROUND STABILIZATION SHALL BE INSTALLED IN 14 DAYS ON OTHER AREAS
I � 16" AC Water Line LIMITS OF „ 5� 813' / 65�.\A De (ied A- 0.87 Ac corner CONSTRUCTION AND BUILDING WASTES HANDLING:
I DISTURBANCE T l r In A: 1.26 A
I ; 1 2 a d a ..age C � � NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
(TYP) asin Surface A: 1904 SF
I I OUTDOOR STORAGE FOR l• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS
ICP
Bas/n depth: 2' - - AND STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
RV'S, BOATS AND TRAILERS 1.5" Skimmer • EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
- - - N 89 4 ' 1 Total Volume: 3104 Cuft
' / (1.25 AC. = 257 OF NET) Skimmer size: 1.5" ALTERNATIVES ARE AVAILABLE.
/ ► q0.0 \ Grass level
75' TYPE "D" BUFFER OPEN AREA TO BE SEEDED / Silt fenle CONCRETE MATERIAL MUST BE CONTROLLED TO AVOID CONTACT KITH SURFACE WATERS WETLANDS, OR BUFFERS
/
R� PP spreader INSPECTION.
• FOR WEEKLY INSPECTION AND RAIN GAUGE REQUIREMENTS SEE E&SC NOTES ON THE PLANS
SR 1436 O Swale Matthews Road Sliding Au matic 5.159 Ac. Total INSPECTIONS ARE REQUIRED DURING 'NORMAL BUSINESS"
" x
60' Public R1W ; I o o Gate - 0. 159 Ac. Road R/W gUFFEx/x INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS UNLESS A SITE -SPECIFIC EXEMPTION /S
• 0 5.000 Ac. Net SEDIMENT \ BASIN DURING TYpE x� Note: Area of Sediment RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST ► CONSTRUCTION E BE PERMANENTLY SHAPE AND GRAD15 9• Basin #1 at bottom base is
SURFACE AREA: 7680 058
i, E � x��
� ► o 0 0 0 0 � COVETO WET POND DITCH TO FLOW i ��. '0
SF i1200 sq ft, Slope of ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS
\
i ► o 0 0 BASE AREA: 5500 SF POSITIVELY TO POND �i Z berm around basin are
I i RAINAGE DITCH TO min. 2: 1. Berm width shall
ONSTRUCTION +� BE CONVERTED TO be min. 4 wide
Flexible 12 2 xs' FOREBAY WITH , �-
,�r�'j �� I o ENTRANCE O Down Drain
CLASS A RIP RAP OVER i GRASS SWALE #2 M INTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES cV ►
O o. 24 0' O FILTER FABRIC
O i ► FALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
Prop° 2 0' BOTTOM ELEVATION=245.3 // � 1. THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR STABILITY AND
11
O ' seat 50 Unjt Min/ St / / SILTI FENCE ANY DESIGNED. NEEDED
OPPER NAOPERATION FOLLOWNG TION BE MADE
P � IMMEDIATELY BY THE POLLUTANT DISCHARGERY RUNOFF PRODUCING ELIMINATION SYSTEM (NPDES) TO MAINTAIN GENE AL LL PRACTICES
STORMW TER
2 'I
I • I °r°ge Me - / *� PERMIT, A RAIN GAUGE MUST BE INSTALLED ON SITE. THE RAIN GAUGE MUST BE KEPT ONSITE AND INSPECTION
c� ta/ Buiidng _ / BY THE CONTRACTOR MUST BE MADE AND LOGGED AFTER EVERY HALF INCH RAINFALL AND ONCE A WEEK.
' .01
_ 24.0' _ +
Zoned. RA-40 I 20' G
TroveIwo
Current Use: Residential x�x� /max Q 2. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN I BECOMES (0.5) FEET DEEP AT
CP ; j o 1' I x�x�x�� 5 THE FENCE. SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
Emannuel J. Trembly I I I; Qj OPEN AREA TO pr°pOs 250.0, TOP OF DA / 3 THE CONTRACTOR SHALL FERTILIZE, RESEED AS NECESSARY, AND MULCH ALL SEEDED AREAS ACCORDING TO
Anna B. TremblyO BE SEEDED ed 50 t/ ELEV = =9_ � Drainage grate SEEDING SPECIFICATIONS SHOWN ON THE PLANS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
Un/ Minj I x�x� SEDIMENT BASIN #2 WE/evat in PondMax. 24 .5 Opening 3'x2' THE CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES OR OTHER AREAS WITHIN 14 CALENDAR
Deed Book 3850, Page 119 a Stor°ge Me Bottom Pond x�
► DENUDED AREA: 4.13 AC p g DAYS OF COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER IS TO BE PROVIDED FOR ALL
Map Number 2016-183 ^ I O ta/ Buj/Q�i / TOTAL DRAINAGE AREA: 1 AC DISTURBED AREAS WITHIN 14 CALENDAR DAYS OR SOONER FOLLOWING COMPLETION OF CONSTRUCTION OR
' n► 250.0, g I I x Elev. 244 BASIN SURFACE AREA: 7680 3'x3' Drainage box, DEVELOPMENT. SWALES AND DITCHES MUST BE STABILIZED WITHIN 7 DAYS.
' p x�x� // BASE DEPTH TO BE DRAINED: 2' I
•� Solid brick or concrete ' 20, 3" skimmer x SEE DETAIL TOTAL VOLVOLUME.• 15,360 CF
Ii; I r0 Grove/ Trove/way I r A / SKIMMER SIZE.- 3 INCHES
O 250.0, Flexible 12" �x�x� BOTTOM OF POND ELEV 240
Prop OSed
I 50 Down Drain x(O ��♦ TOP OF BERM ELEV. 249 �\ Invert: 245.0
L/ I I n/t M/n7 Str SIDESLOPES• 2.1 244 15" PVC pipe
Oage 1 o Bui �x� FF I vert 245.2 9/13/2019
Meta/
I I -�,--- 0' din
VERFLOW SPILLWAY WITH
CP _ 25p g 0 �`� Grass levee 5 TONS CLASS A RIP 1
' 20' / j spreader RAP OVER FILTER FABRIC
Grove/ / AND 5 TONS 57 WASHED
- - TroveIwo Swale STONE WEIR WIDTH= `•
_ _ _ _ i� .�: Weir Elev: 248.0 etail A,Ct o•
_ 6' Ch
- a! /ink Fence y O p� Y'.• ; ' , R 0, a�
I � - _
15' rYPE » o �� Not to scale :Q4'O �'�' •
/I N 81�00 BUFFER -----__ N az, SCAI- V
I LIMITS OF-1li • 'l' •,� b
DISTURBANCE AFFLES (TYP) LEGEND �'� 'F�"GIt�t��•`w,� •�
X X SILT FENCE 1 0 04 oil's
I DRAINAGE DITCH T 12 x6' FOREBA Y WITH / CHAIN LINK FENCE _ \
I NOT S: BE CONVERTED TO CLASS A RIP RAP OVER \
I � E-----F--- GRASS SWALE Z I 1. ALL EROSION AND SEDIMENT CONTROL GRASS SWALE #3 FILTER FABRIC -
I
BOTTOM ELEVATION=247 TYPE D' BUFFER 0.83' � DEVICES SHALL BE CONSTRUCTED AS g: 1 6••1
SPECIFIED IN "THE NORTH CAROLINA Note: Shape swale TOP OF DAM
W to flow. Add 5 tone - - RIGHT OF WAY stc ences
I EROSION AND SEDIMENT CONTROL _ _ _ _ _ Estat File 92-E-105
° PLANNING AND DE IGN MANUAL" of Class A Rip Rap STORM P/PE GRASS SWALE 1 & 2 SECT/ON Deed Book 408, Page 393 (it/e to Wester)
I 2. ADDITIONAL DEVI ES MAYBE NEEDED N over filter fabric Map Number 99-57
N
I CONSTRUCTON LINE WITH JUTE MATTING
DURING CONSTRU TION AS O at the bend ENTRANCE Map Number 2019-153
I RECOMMENDED BY THE ENGINEER OR N Others as d own and/or noted hereon
EROSION CONTROL INSPECTOR oned: RA-30
3. REFER TO SHEETS 6B AND 6C OF E Current Us : Agriculture and Wooded
PLANS TO COM LY TO RENEWED GO1 Travis Scott Wester NOTE.• NCGOI SHEETS A TO BE A PART OF E&SC PLANS
Deed Book 408, Page 393 1. NCGOI SELF -INSPECTION, ECORD KEEPING AND REPORTING
nl EFFECTIVE APB IL 01 2019 N Map Number 2019-153 2. NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
n/ EXISTING IMPERVIOUS AREA: 0.00
/ PROPOSED IMPERVIOUS AREA: 108,900 SF OR 2.5 AC
PROPOSED IMPERVIOUS AREA: 50.0q
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DATE:
-10-2019
SCALE:
1 "=40'
DESIGNED:
SWB
CHECKED:
SWB
DRAWN:
SWJ
APPROVED:
SWB
SHEET.
3 OF
4
CAD FI LE.G M S
PROJECT NO:
2019.03