NCC224012_Site Plan or Location Map_20221205

7
VICINITY MAP - N.T.S.
TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS
BERM
SECTION
SIDE
SLOPES
BOTTOM
WIDTH
MIN. DEPTH
(FT)
AREA (AC)
Q-CUMMULATIVE
VELOCITY
(F]S)
LINING
TOB-Al
3:1; 8:1
3-
1'
.12 AC
.45 Lis
1.90 F/S
NO
TDB-A2
3:1; 8:1
3'
1'
.76 AC
2.a3 cis
3,94 F/S
YES
TDB-Bl
3:1; 8:1
3'
1'
.12 AC
.46 cis
1.94 F/S
NO
TDB-B2
3'1; 8'1
3'
l'
.66 AC
2A7 cls
3.44 FIS
YES
TDB-C1
3:1; 8:1
2'
1'
.26 AC
.98 cis
1.96 PIS
NO
TDB-C2
3:1; SA
1
1'
1 .36 AC
1.43 cfs
2.1E F/S
YES
MAX VALUES FROM 10 YEAR STORM
OUTLET PROTECTION/ RIP RAP APRON CALCS
TSSB-2
OUTLET
TSSB-1
OUTLET
S.D.
OUTLETA
CULVERT1-
OUTLET
PIPE SIZE (do)
4"
4"
18"
15"
Q
.12 CFS
.12 CFS
4.64 CFS
5.48 CFS
VELOCITY
2.40 FPS
2.40 FPS
2.60 FPS
4AO FPS
3do
12"
12"
4.5'
3.75'
d50
4"
4"
8"
6"
La (CHART MIN.)
6'
6
1"
9'
W=Do+La
7'
1 T
1 11.50
10.25'
THICKNESS.
1 12"
1 12"
1 18"
1 14"
GR47F19L281
INV. IS" RCP OUT184,079
3v\\.4 GRAVFLRFWACROSSR-
/ • EX. STORM cB
Rip Rap - d�,, ,,�rI11'LyLy,,�ILL b
-13d. -
W
LEGEND I
drawn by L.S.
checked MKR
reviewed MKR
date SEPT 2022
job no. PP-1061-22
hxxv 192.800
TEMP.GRAVELCONST.ENTRANCE.
r
S
GRATE192.269 \ \
INV. I5"RCPIN l85.423 \
97�
ENTRANCETOBEUSEDDURING
\ \ TO BE MOVEDAS NEED®ORD_.
\ \
\
ILT PENCE
- -
-� � ` •- \
CA-" BASIN INSTALLATION-
(TPEN
r �r REINFORCED SIL
- R -
) )�P')I I 1
SILT FENCE
Tpi
-L -
srosu duwY�us
^
/ Nf-0RCED SAT - � _� - ._ , •,l, .
ENGE OUTIET(I�P.L - -
/
& m
T � a
4
/ EX. 570RM L8 / cx SAT FENCE / .. "YO / Ors�O - 8 \1 1 SAT SOCK ,^ °c
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QZ4TF195.396 �°// '� roB •u• / g - - \ ' fTt'P) _ E! a - / - t F PIN: 0408Ef 9281 �p
INV. IS"RCPOUTS89.7S3 TURF mnrrwD REUU1REOA NO-DRE-) " \ I \tlI I1
i 1 I I _ _ _ - D.B. 5464, PG. 0398
/ LEN�,NDP,DI,A�fMa.Y.M„�D,T.) 11\-
/ / / s ]DAY srnBlldznnoNReO'D
PROT\ Ion cry o TORM CB-202 \II \ \\III III I �\ \ i i /• _
PROTECTION(TYP.)
c1�cKDAM OYPJ D / / I �/ - - \ / \I \ $\\\ IIII\\\\\ \ \\ ;\ 11- - - - - - - • - - - - O
w\ .• 6�••'
..! a
d�
EirLArvos B I NDARY Y
STABILIZATION REO'DSTORM �A 1\TYE) \\ \\ I EA
INLET fi X. STR
14DAY GROUND .. / / / ^ \ \ PROTECTION (TYP.) L� - !•� I I 1 I (ATrL S O \
.�MI �1) •ll AS/ I I S^TOI RnM CB -10DI1A'rTYP
SMTSOCK
I• STABILIATION REOD (TY! (WATTLE)j
FX.STORMMNH']DAYSTABAZAT10NREQD TABZATIONREQD mP)
I\VIS- RLPIN197.460 4' �sETdEDN(I�ICEIIII PIbI I�1I I II �III IIII II II III i�)I I I III I IIIII III\II III\\III II` I I II
I .- I -
-_
-01 __
__ _
/ GRAVELCROC[6CKDAMYPJ T_ - OWNER INFO: _
>O
PII I I I I cN TRUONGPROPERTIES LLC ATORY BU�LDIN 2543 RAVENHILL DR STE Cco
TM. GRAVEL CONST. ENTRANCE <s r34,N
PARKING PROTBCFI PIN#0418383783
LO
O(EDASONERSIONBEEN UPON N
OMFON OF DGAING I PLAT BOOK 115, PAGE 0047 4E20.00ANDTNTUCRON(T)\r I I IDEED BOOK 11538, PAGE 08911 r Z �p
PROTETOSAY
MWtlpk rowauoPeils O O (� I.I.
\ � / � I I roB..Q. • I I I I FENS EDT I Sato stWRi , \ - - - - - - - w � � o
TFmc REQuIReoAwrvc ENnRe \ 0 1 I I nod onllelpiPe mW �(D
I 1 I dr ar apron \ L- i?7 N X > �
/
/ EA(. STORM CB
GR47E188.205
/ ) BVV 15"RLPOU7-185.139
/ TSSB MI
OUTLET-1
/ OUTLET TO DISCHARGE INTO /
6X.OPBNTROATCATCH BASIN BOX /
�• / /IX STO MOT.GBBOx
INV. 15"R(Pm194.120.
-
/ sa/ •s � / / / I SKIMMER BASIN /
\ / -14 AV GROUND
/ /� 'Oq •' STABILIZATIONTION REOD(TYP.)
r: r
1
all -----EX. STREAJ
AIRY
� l
fie, • ����� 8/ / `® �`it:� r� - II AY
TEMPORARY SEDIMENT SKIMMER BASINS
BASIN ID
TSSB-#2
TSSB-#1
DRAINAGE AREA (AC)
1.04
1.28
DISTURBED AREA (AC)
1.04
1.28
REQUIRED STORAGE VOLUME
(CUBIC FEET)
1,868
2,303
REQUIRED SURFACE AREA SQ- FT.
1,265
1,559
AVG.LENGTH
89
80'
AVG. WIDTH
29
20'
DEPTH
2.0'
2.0'
ACTUAL SURFACE AREA SQ. FT
1.600
1,600
ACTUAL STORAGE VOLUME (CUBIC
FEET)
3,200
3,200
TOP ELEVATION ( ALL ELE. IN FT)
207.00
203.00
EMERGENCY SPILLWAY ELEVATION
205.50
201.50
S.A. ELEVATION
205.50
201.50
BOTTOM ELEVATION
203.50
199.50
SKIMMER SIZE (INCHES)
1.5"
1.5"
SKIMMER ORIFICE SIZE (DIAMETER)
(INCHES
ya
1 0'
EMERGENCY SPILLWAY WIDTH
(FEET)
12'
1T
Q=CIA (C-0.5, 1=7.5) (CFS)
3.89
4.80
LENCTx OFTDB czl9�z s.Y. Mnx>ofrrP.) r
a2 C,Sa I I 1\AYSTAaLL nOry Re17 I t 1 \�I I I I ) 1 \• _ CONSTRUCPION SCHEDULE OUTLINE O 10 Q) N
per'+ f I 1 \ 111 IIII 1 m 0 c
.STORM CB-104 UNDERGROUND DETENTION SYSTEM I I I I I I \ f_ 1 CLEARING, GRUBBING&MASS GRADING � O � O D)
1 UNDERGROUND 1. Obtaiv ell pmmru bef begmmvg wvsttucaov � L
DETENTION SYSTEM TRUONG PROPE 2. Ivsd111favel wvs Wu evvavices ar We kcaliays shaxv,U-m WlaB silt - (L LL IL J
IN OUTFALL _ PIN. 0418-0 fences, and siltfmce reinforced ouxets amwtltheperimeler oftheconsvucnoo ame.
SATFENCE 2�'0 - / -A !! frre.l ,�' -V-\ PB. 0125, PG 1. Conetmct tcmpomry sk,mmer bosmKl end tmiporeysk,mmer bean b2. (TSSHI
(') \\\ / / ✓%� I I �; _�I _ D.B. 11536, P anaTssB z> �r
') 0. Cleaz andgwb. svip wpsod, mnswcr all diverswv berms. check dame and amwr V
1 TDB •B3• / s.p am I I 1 U We bamsasvokdov Rw aoaoo wvnol plan wiW Nrfremfomemem mattmg
SACKOS PROPERTIES LLC \ \ wiTURPMATTINCREQumeD �� ,bpi Rr.�m'>.h" I ('n MATTING AROUND I 5. Topsail m be placed as mm�sary for futum,sewsik Q
PIN: 0418-05111E \ ALONG ENnRE LeNGTH Ov [� TO I I I OUTLET PIPE ON STEEP I 6. Contlnueclnring and grabbing of the sireaznaeazary
P.B. 0113, PG.0036 \2 I Bx (xx9.Sv.MAJnfTrP.) J J _-_ SITE LIMITS OF I SIDE IS TO BE INSTALLED _ _ _ ]. mvWerempornry seMmg&mulching as nermarymembil„vNenruerpvimcmr J
D.B. 9309, PG. 0379 \ \ ( f nrsTABvazAnoNReoD TD _ `per / I I CONSTRUCTION I f III THESAMEDAYASPffE ofNc sise.Weucm rurtmarting scmiov alongcvvavcc tlavc iswbc inuallM W
\ a INSTALLATION. immediately upon sorting site mnswction.
J CONSTR(1c1m� \ S / •t / T I (3.83 ACRES) % IIII \ II XSTREA s' S« and mnmh aD ram 11W IiPemion b-m ithin] any, ofthcirbnna le
LWITS (TYP. 1 CHECKDAM(TYPJ Diem baazo' rI . . _ wmpleM1m.
/ \ IidED L; I I- 9. Cwt-anasg dJ U-ile while mammwing ellewsion.-I me .. m,d W
STORM CB -103 (-,d / SKIMMER (TYP.) / SI KIMMERB N / �FENNF OIlTLE (fYOJ I /p� / lr�/ ll • I ,Iiversiw bvvn de,rrrg d-ith I,ding.
/ w/Beme, egnanr aPaaw / / I I /r+ ��- �� 1(WET N•DS• I lo. eam�bmelwantnm wex notl�a amrhw wiutmrg n�nhry wdok nrw ewach all y
4? mzo.o R. - _ / .III I I eIY
SA(TYP.)� / /- _ - - II - - - - - Er^nvd wvm w,thin]m l4 oars Per NPDES re9airemmn.
- \ SITE& UTRTft' CONSTRUCTION N
c'� � I � \� J ) usaAM� � � IIII I I I _ � _ _ H. eeginumirycon,wcrionrortnepmpmeasaem.seweranawatarmainslazmoaa
\\\\\ \ � � Tssem � �° I \ naessarr ee manipa, ana mormai,m�leaaem a, wen. Begin Q
ko amine
INLET / •' DAY oD_TLEr-I RYF.1 me,m,an a rmc pmpawamW ammaipa aYama.
O\ \ \'' ( mmo / 4 I.
Inamll inlet ddl
am aeaa
3TABILVATION REOD (IYP.) PROTECTION (TYP.) �: I � \ � �, �/ �� sAT SOCK �// / I - - - • •I - - PmkeUa,amun PioPosed storm dminegeuawvrymkeep
bwi . latlen,,W p-- enteangstormdminage nNwork. IM-gmmr
'N bpdNceampndi.. Proration devices wiNin pavW areas as noted. Mainpin all
TLANDSBbUN C-... aninnaar mane
/ . 13. ConM1nue fi,m grading oftM mh®ade rm the pahmg lots, end site mM1ma. 3
/ 14. Fine g/cede Wl none in the pvkivg lma es wellnthe mein mtrenmm Me
NOTE: TEMPORARY DIVERSION BERMS TO-� \ •7 DAY STABILIZATION \ \ / // / //e / _ l _ raommemled ravemmr nmcwre..Pavapahmg ku, xidexalk, aced mM1anaa.
_ arrenpxor.roxwrrnreom unoeaoaouxo
peaxnox war racuarvoxca.uanasromr
REQD \ r ipipjw�nE e�uxopkTE jp„ / / / I/ _ 15. Pamall I-.P P-I.et,rorm dmim3c Same,&®rate adl apteeJ ABC,mnem
BE REMOVED ONCE PARKING LOTS ARE E� . \ \ wMFAwrrswrtRte ,,T ,yk fro -r�,v �./.\ parking lms a, pmpo.¢d W6��.
GRADED AND LANDSCAPE AREAS AREBacker neniaa an mah,ag wiw roPaoa, gaae, aee,I aaa mWan arlaadanPe.
1]. Sad end mulch all disturb lerna to esmbli,h Pemanmr paowd rover.
STABILIZED. naoRe rrsraaAtwxeF :per aoPn / / f N \ / •\ la. once rile is mny mmniam,remoxe Tsse-I and Ts56-z. mnao anaeproana scale
// ) \nl L1NL�R Ii•�I / 1 II sysem avd direct siw drainage inw We system. E.. Ne underlpound SCM
cONSTRUe7mN SaT rLNCC l / / J J / // // / I I \ \ Z / remain, clean oaring mn,wcuon. Field Book No-
IMITS (TYP [I YY-) / / / 1 / / / I \ y / 19. Firms in,p[cfion end closeout MU, NCDF.Q upon Nc c,tablisMtrnt ofq, cer
BULLARD, THOMAS W JR f \ �p ! 1 �30 \/ 90 gmundcweravd conumttiov mmplmiov. NIA
ETA041M5TRUSTEES ALL AMERICAN EXPRESSW �'1�' � SHEET
PIN: 041E-05-2437 I 8 OF 16
P.B. 0011, PG.0003 sca.E r = sa
D.B. 2399 PG. 0237
EROSION-CONTROL-P1LAN-MASFE1i