SW8130514_Approved Plans_20211210

fMf AREA -------------- 16.72 AG
0EE0 GOOK) PAGE----------- 4239/97
Line Table SURVEY NOTES: 4' 9' 12' B/B _______
L L E G E N D REGEIVIN(a 61REAM fURKEY GK66K
Nome Direct ion Length A �� GLA66 I F I GAf I ON -------- ----- G 16W
- - --------------- ------- 1. BOUNDARY DATA IS BASED ON A SURVEY BY STROUD ENGINEERING, P.A.
_ L1 N75°19'33"W 63.41 18" RCP p° O � .- - -. WETLAND LIMIf6 OF 016fUR6ANGE ------- 10.5 AG
2. TOPOGRAPHICAL DATA IS BASED ON A SURVEY BY STROUD ENGINEERING, P.A. o 0 0
q, o o ° ° o I.Of 6UA ----------------- 4,500 5F
- 3. THIS PROPERTY CONTAINS 404 WETLANDS. - - - - EASEMENT ROADWAY 6UA ------------ 27)614 6F
Curve Table _ _°°_� ° ° C L A S S 8 °° �° g0 00
r� Are Chord Tangent Chard - 4. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE 100 YEAR FLOOD ZONE PER R [ P RAP 000
° 9E6ERVE 6UA ------------ 16)511 6F
Name Delf® Radius Length Length Length Direction FIRM PANEL 3720 3223 OOJ. _ - o ° 4 . 5' o o eo° 2"-3" COARSE �_
-------------------------------------------------------- 5. PROPERTY AC FIRED BY DEED BOOK 4239 PAGE 97. RE. MAP BOOK 54 PAGE 118 ° - ° ° 80 0 PROJECTBOUNDARY AI. OUA ------------- 163025 6F
`- � C1 7°16'�6' 490.44 62.,29 62.25 31.19 S82°48'51"W �( 1 f
_ ,/ ° o 0 50 ° o° o AGGREGATE ��_ SITE DATA
FLARED END o ooa o Qo Oo o °o � ° ° °° �� - 5
SECTION 2 ° ° 6 DEPTH 29 EX. CONTOUR
+ � �� �� PLAN VIEW O ® °O
RV 7 ____ J[SH GRADE ° 0 °�0 29.6 PROPOSED ELEVATION
TOP OF BANK ° 0 ° g°
IllullLzAllbilt
---_--- 25'R�! \�\ 18" RCP FLOW LINE pOo�°°°o ° ADO `�o ° SILT FENCE
MAGNETIC
«««< SWALE MAP BOOK 52 PAGE 5
k �4 60 R/W
T 18' PAVLMENT(LDCAL) a 50'R �� ° �I�1�111��1 1 8
3 6' 20' PAVEMENT(COLLECTOR` 6' 5' 35'R CLASS B
�i ri
HOULDER 9'(LOCAL) 9' (LOC ') SHOULDER DITCH o ' RIP RAP FILTER FABRIC EXISTING ROAD
SWANN 10'(COLLECTOR) 10'(COLLFtT`0R 60' 1 8' (LOCAL ) I DISTURBED AREA
PLANTATION ' ~ 20' (COLLECTOR) 35'R I SECTION A-A
I � / RIP RAP APRON
of "/FT. SLOPE' ' FT. 1 "/FT. - --�--- FILTER FABRIC TO BE TREVIRA TEMPORARY CONSTRUCTION
SPUNBOUND TYPE 111120
3•• 1 1/2 6" caec ENTRANCE DETAIL TS T DRAINAGE BOUNDARY
SF9.5A PAVING _-- RIP RAP APRONS SHALL BE PROVIDED NTS
l � I N I TY / v ►A p CUE-DE-SAC DETAIL ON DOWNSTREAM ENDS OF CULVERT - ' - • - SWALE DRAINAGE SUB-BOUNDARY
FLARED END SECTIONS
6 �. TEMPORARY CUvLT DE SAC SHALL BE
rror ro SCALE LOCAL/COLLECTOR ROAD SECTION LOCATED IN A RECORDED ACCESS -
NTS STBC OR ABC EASEMETH NTOAND
SHALL
BEE. SURFACED RIP RAP APRON DETAIL
r I
I I L I I
NITS
PROJECT BENCHMARK
TOP OF EXISTING IRON ROD
ELEV= 23.54' (NAVD 88) 3
\ I ' 538'00"E ' 1692.44'
65 OPEN SPACE I ti �m
♦ . ,
---------- --
q,{ 1012
9
-
e �-
9��'� OPEN d::
SPACE �� r a� t �-
1 _,
s J - j I1ttI �. - ^-
k.
.
�� ♦♦ r� l I �� - \�: _ _ - - - °� 10rUTll�t� �, � ' � - - - - - - - -
\ - - - - ..
10'�TILT� "_'�•'+.�-. s ®f ,� >j, /i. !
1=r�f N I
yZ \ �� PI ,HOLLOW DRIVE _
.� . ., WALE_4-> � �-�'
p� pU L C
<-SWALE 6 >;' <-SWALE 6 .J { S i ( 252�• - SR Bf 154R/W
50 4 -__
7.0
19.
4.
ASTAL PLAIN SITE STABILIZATION SCHEDULE ` o%Y G'P ♦♦ //i , I' d - _
,c� F ♦ 9 t �:� 4 �' 0 <-SWALE 7 �' i >i 1����� - I E
< SWd � SWq
9r D ndot ons of SO 9 9 1. Fertilize and Iime per rec0att!e �
I t o I I F ♦ s SENt �t ,l ti• T `�w - - Chi - �r i' '�N rr
tests or apply 2.000 lb/acre ground agr cu ur F 6'9G EA r _
_ PP Y \ ,�, J' . � AINAGE tw a:..- ... .�. , :; � -,� - . ,�, -- - - - -
I /acre 10-16-10 fertilizer. F" (}R l t
• TURKEY
limestone end 750 b . q �Q ♦ S 30
2. Incorporate I ime/ferti I izer 4-6 inches. .o lFgG ti ♦ >9,1` - -0� r 18' A1NL10 COURT
I i >
r
Roughen steep slopesy tracked machanary. ` 90 'P <`� O-, ` F F - ` �-' 0 t � L LOCAL - GO\,�• h rn
4. Si,'!get species based on season. Refer to tables. `. vF ,�.�J, F `• <� r 4-� r ;► _ \ zt 6O lBLI RAW -� z / _ / `� PL �G ?�
` y �� ti
5. Brocdcast seeds evenly and cover by raking C'>O,pF ' ♦O� �r. .� , ` _
-. a chain. Firm soa I b rol I it q • �F r J r t r.. :'�. d' . °♦ t: �` N� P NQUg 10
I 6. Apply s'ra$�'ch at o rote 1-2 tons Per acre. `` q,A�sF �`6- r r. �.f. . . . r ! 1$.
_. 1
Anchor raw by tacking with asphalt. netting. r: 1:::: r \ _ z. r C
j �® J
q o yy� i TH
26
_% ,
{T. !S i2rti! �1► "'� F Jr `, s�..\ 17 ) .`L ' ' Q�� \�. yX� s� t a ! `--------------
�► 192 4
ae'_ x- �_c�.. >e an .' . 81,_ A � 1 \ •�,\ I � / (� _� �/ ' \ ! Lwl
' ert• 'te and 1i me per recommendations of soil (+�F
T l .000 sf ground agricultural
I � es s cr app r iDD Ib/1 .f \ 1 /
yF ` \ .._\....
00 fern! Zer. In thg F ♦ �, ' I
me5T3 8 and 2b b/1.n •ne - -I ♦ \' d
r', t9 = � 1'
_ spring. se5
e "y
T carporctai' e:iorai.;_er 4-6 :aches. �.1, ` ♦ \.' i
eve a s!noo to f i no i grade. _ a: \ \ j / I I
° > \ \\ , r x
4. RC to oc~'eve a s•^+c-0th. firm sorfoce on whit ` ♦♦ �` ��`,' \` \ 9�,' �J
sod. V,
ci'cE and • .gate op Y ll ` . ♦ � ;• \ . . ♦° - - - � � �•1
pr yor to 'qs-a l lotion. _ ` ♦ � \ `\'' ° � � \, `, - 9� � d�nLL
,ck-lake pattern with ` ♦ \': \ ♦ / 4.
6. cy gad 'r: a staggered. ,I o h PRIDE R H ` TH \ / s` ° < 2°O _ .r o "
E.
endic or t the st p 0
\ 38 W 5.4
tie longes+ dimension/b' ` tiAl I \ . e. {��� /�'. �� ..� _ _ . �wa . _ . , - - -- - - - = = --- - - £'r // - - tN5 00 W 22 73 - - --
WAL
I, Avoid gaps. Use ; knifr to fat irregular shAe� yV �wW \ 9 - - - 5 - /1/ J -- 30$DRAINAGE EASEMENT
+ T NAtiC` AN ♦ A \• ' L' ,> i '30 DRAINAGE EASEMENT \ 7.$�
after instal Iat,on to ensu! TROL MA"N E N8 TF FALL S \ T - - -
od i i ht tP11510N d SEO I ME _ ` 7� - °3 Dl T
Ro, s lightly } l
�J 2
c - TILES WILL E DETAIL ®,• '. '. i � .
good sod to sr,: : Ito , AT ION CONTR3rPRAC L BE ♦ - I - - _
,g ! r _ rROSLON aN) 1 fi \. �/ i r ' �� 6yf_18 >, .� .
9
9. I;r ate mitial'v t- we soil to a depth 1. A.L
ks thereafter cY"" CHELKED FOR S1pBILl a4�D OPERATiOh FOE!OWING EVERY RUNOFF- � ♦ � � .
Keep Soil most for 2-3 w^ f•�
d has taken root. PRODEIL'iNG Q BUT IN NO CASE LESS ThIAN ONCE EVERY WEEK. `` ♦♦ \�� -�``♦' -' - 'r ' ' . 0. 1
o AI L
8E MADE IMMEDIATEL�T�%[NTAIN ALLfANY NEEDEDR, iRS WILL �PRACTICES#K- I'NIGNED: __Fn' seedin outside of recom FROM BEHIND THE SILT N ` OPEN'
' �` „ 9 •00 1j+o �` PRO $DOUR H TH
9 tided dotes any \ 2 ` N ]ALE ?b yy� ! 1
o *emporary stabalazotron, ',fer to tempor
2. SEDIMENT W( � MOVE� r ` SPACE ` 0°3 - _ NOUS 17.0
aT * EEP AT THE FENCE. THE SEDIMENT FENCE ' \
seen i og Table. �.,• .. BECOMES A -,, 0 L,� � - � ♦ _ -' ° Q� � _ ,... - I ��h ALL SWAL1
2 00 - _ PIPE SCHEDULE !
,�.�-MILL BE REP AS At�ir rti�FA�NTAIN A BARRIER. ♦ 6 \- ` LI Xhft
• �1. 2 ; , INSUE BANHhighly erosive areas or as arected by an u`F� BE RAKED REGULARLY PIPE SIZE/ PIPE UPPER LrER 1 E DRAINAGE fnucrn ENHANCE0e"g neer. sod shall be provided. + - `� ID MATERIAL LENGTH INVERT 1 EX _ f
' L1.NT CONS06,)ATION OF THE STONE. THE STONE �� �� JERT !OPE AREA
i_ kill 10 f}ATED TO ALLOW FREE ROTATION ���0
/ ALL Aol B1-UNCONS
PERMANENT SEEDING TABLE 1 / 16.4 (5% 0.9 AC _- ,9
1 18" RCP 64' 22.9
l I y - ,a I <,SwALE ` �30V y
; BFTIR6- _ r '� O c� � 18" RCP 44 16.6 r !
ee�• g Dates RecorrrlendgFLP)aAt ng I We l tsb/ae fU fSPECIFiCAOTIONSSIkOTHEAVEGETATIVEY rl t f l
"eb. 15 Apr. 1 4. NQ SEND ABL+S Wlil \` . 9� 3" 18 RCP 44 15.' 15 1 (57 2 1 AC
Tot I Fescue Y'x{ c 2 ACCtIHDfl16
,Sep. 1 Nov. t ! . DENSE VEGETATIvE COVER. / '
,6
Ap 1 Avg- 1 hybrid Bermrdagrass see t le 2 , PLIN TO VRINTAIN X VII \` i
t 3uI- 15 Common r tobi�22 n SWAUEs SHALL BE !p§?ECTEO AFTER EACH RUNOFF RAINFALL EVr!i _ �\
o Be I :•� t6 8 r �ORAINA E EASEMENj ' SHEE T INDEX
`- - mr6ogross see 5. ALf EAS SHALL BE REPAIRED WITH CLAY SOIL_ AL
.MGr. u!. + Centipedegrass see Ioe:e 2 I F(I EROSION. ERODEO,AP- 4 ) i
-- ------ LL BE REMOVED AND CONTINUOUS
SEDIMENT Si�A t9
RBLEDEO ,\� I - ............
_ , r, FLn�IKE RESTORED IMM�wfATELY. - -� STORMWATER
SHEET 1 • • COVER
ANEh SEEDING TABLE 2a LJW MAINTENANCE MIXTURES I t
r � SIDE CONTROL
- r ( ' - 16.0 p
..II SHEET 2• AND
on, 6, ALL CONSTRUCT]-�!-ENTRlPWS SHALJ;_ BE PERIODICALLY = SHEET 3••••••• •• •PUBLIC WATER SYSTEM
iS tP 'P,9Lr•r'i Reco!m?endedP!antirg Rateiib/oc) , r -1 15.D S`j/ 7-(�-/3-- 1 ZONAL INCHES OF #4 STONE TO MAINTAIN ....
ao:FIy gal I Fescue Mixture 5U TOVDRESSEd WITH 2 ADI�
1 SHEET 5........................... PUBLIC.. -�.. ROADWAY
11vc,'ned ;oi Is (F.;=nsocolo 8gh•agrass 50 PROPER EfPTH. ANY SE�WENT TRACKED INTO STREET WILL � ��, ry � 16.0
J• WAY IN
Kobe Lespe�za 40 SEE SCHEDULE FOR DIMENSIONS S
N av
SHEET 6
IMMEDIA(ELY BE REwe - � ........:......'.
I
,ry to cell Pensacola Bohiogross 50 All HE STABILIZED PER THE (M'V) BOTTOM SHEET 7�' PROFILES
•WATER
;+coined soils Common ass 30 7. ALL DSTURBED AREAS Sfi PROVIDEa�'ABLF OUTFACE SWALE DETAIL
i � -._.9--- iLlZAT10N TIMEFRAMES.
Kobe �ped�zo 10 APPI.(vAeLE NPDES STAB. VEGETATE AS PER WIDTH
I - 'Or iA1,,,t 10 SEDIENT MILL BE REMO�yED FROM THE SEDIMENT TRAPS WHEN "D" sEE SCHEDULE CSEEDING SCHEDULE VEGETATIVE: OVER R
11
R)!M- is
FOR INO. TRAP DIM'S
1 " = 30'
E - PEEN AP°ROXLMATELY 50X FILLEGRA' L
`wtlles _ Bermudagrass 40-80 STORAGE CAPACITY HAS � + -
REPLACED WHEN THE SEDIMENT ACCUMALATES\ X
'- RUANFNT SEEDING 'ABLE 2b-HIGH MAINTENANCE MIXTU t� TOLL BE A HALCLEANED OR FOOT DEEP STONE REPLACED WHEN POOL NO LONGER / EXCAVATE a
7. __.- - -
SWALE DETAIL R E V I s I o N s
T r A as PER scn�owE Y N0. AT DESC I PT ON
NITS r'� _ .eaEs
� 5 JeCt'F'ap+;rn Rec�mrended Planting Rote 4T,b/ ) DRAINS PROPERLY. �\� / � � � 0�Y � ri3i2o�3 ]REVISE ourFa� 5
Taal Fescue Mixture 00
I iJ, tied a ', R Gain 25 --. i �/ / /�i, ,�
l to r a ON SEQUENCE 60 0 6� 120
Jrnd soils_ ybria9ermudagross 50 1 CONSTRUETI SECTION NOTES: --r
-- NCE. SEDIMENT TRAPS. DIVERSION 'L'-� - �--.
i Wealaar,?ed 1 . INS FALL SILT BATTENS
�ronc loam to Cefit' ,de sass 1D-20 SWALES AND STSNE CONSTRl1CT10N ENTRANCES. � M SIDE SLOPES 0 SWALES SHALL BE 3:1 .
2. CLEAR 8 GRADE '
RIP RAP OVERFLOW WI
- 3. INSTALL PIPES ROUND UTILITIES DIVERS'DN OR swALF PERMANENTLY SEEDED OR SODDED 7 TO EROSIVE FLOWS SHALIBE STEEL Co°SONS -
ND SWALES _ SWALES AND OTH R AREAS SUBJI;C GRAPHIC SCALE: ° = 60'
- ` 7 VP ARr dG TABLEROUND COVER TD.,THE GREATEST r D .WITH BERMUDAGRASS OR APP3VED _S-TAKES -FABRIC
E 4. INSTALL UNDER
`'.ec .n Doter --- 5 PROVIDE vEGET- 1 EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. r- 3'-0" UNLESS
g •- Re,--mended Planting Rote (Ib/o�1: EXTENT PRACTI�AaLE D1 D2 D3'oq - ; NOTED - CDENR STO ATER AND EROSION CONTROL PLAN
OTHERWISE N RMW ON
0e lespedeze with 5� - 6. INSTALL PAVEMENT WASHED STONE FILTER EITHER SOD QI� TEMPI�RRARY SEEDING SHALL BE PROVIDED FO!STABIL 0 I - ON~ ANS
} ' _ _.-__ p 100� �IFGETATIVE COVER OF ALL DISTURBED I I 1' DEEP OVER RIP RAP OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES. I -FILL WITH
'AP l5 15 rOr^ I let- 4C 7 SO�LSDE DN UPSTREAM SIDE w 1 ' -O" I EARTH
1 Aa;g ei rQ; 1C, IL I ZE BASIN PLAN VIEW SCHEMATIC
--�� -8. GRADE AND STA SWALE BOTTOM W I OTH SHALL BE 1 c!vIf N I MUM)
9. REMOVE SILT FENCE -
SEDIMENT TRAP DETAIL = = -I I 1
no
NITS "� SWALE SCHEDULE _
ROCKY POINT TOWNSHIP PENOER COUNTY NORTH CAROLINA
NOTE: I I �11i1U1r //
o! PROVIDE (3) BATTENS ACROSS WIDTH OF TRAP
WOES STA811 '�i� TIMEFRAMES BOTTOM 010 + 0.5 _ I I ���� CAR 0 //i DESIGNED: DLM
f;T` 1REA DESCRfF I ION �- SPACED PER THE SCHEDULE OF DIMENSIONS SWALE ' ' 1 • ,WIDTH DEPTH C' 3'. MIN. ���� �! �i T IOGA. LLC
3' ST, -iLIZATION TIMEFRAME`'IFPTI -
a z PrHiuFTto- rc, SWALES, DNA p T[ Ct{E, _ _ 7 USE SILT FENCE DETAIL FOR BATTENS
BURY Q� • �SSI p' y DRAWN• DLM
P 0 BOX 789
I 1 1 .0 1.20 � - i•• �9<'• ADDRESS: P.O.�. NONE •-
UAI; � : WATER (PUW z(I�Es -'` 7 D,;.YS NONE _ SEDIMENT TRAP SCHEDrJ_E 2 1 .0 1 .15 �.; _ •� L _ ,
_ :o. SE► • CASTLE HAYNE NC 2842
,•I SI fiI'FS STEEPER o-`� 7 C.�Y IF SLOPES ARE 10' L LESS IN LEf TH@ FLATTER TST LEMFCTH WIDTH DEPTH BATTEN SPACING 3 3,0' 1 .17' - L - 5,E �'� = _ 9_1rJa2
o - - PHONE: 910 27
APPROVED: JHF
_ - -_:____ THAN 2:1 THEN 14 ALLOWED _1 35" 15' 3' 13'/9`/9'/4' '
4 1 . 0.88 - � •
ATTER _ ATER THAN 50' iN LEIGr1I. 2 5Q' 25 3 19 /12 /12 /7 5 1.C. 0.88 r
TYFICAL SILT FENCE ��� o�'�':� DATE: 4/26/13
_ 14 DAYS 7 DABS FOR SLOPES 3 '15 25' 3' 17'/11`/11 '!6' 6 _ 1,Q' 1•12' ��',� �• `\�
rtAS WITH SLOPES rlHiTE'P THAN 4:1� -
r^ r 14 oats' D� `� - 4 4S 25 3 + 1F'/11'/11'/6' 7 2.0' 1.07' hTs
v - _
w .� COTE ; �_ y . � r�orEs:
S _ 5 45 25 3 17;/*1 /11 /6 9 3.� 1.12 T 1 A 'r' ��/�1�I 111<����� STROUD ENGINEERING, P.A.
POSTS TO BE SPACED 6 FT O.C. (; 0647 SCALE: 1" = 60'
r� 9 UTILIZE COIR MESH W/ 0 GAUGE 6 X 6 __ __- - _ 102-D CINEMA DRIVE
t I S OUTSIDE OF SENSITIVE WATERSHED FOR THE Ei 45' 25 3 1, /, .'/11'/6' + - WIRE MESH RE INFO�RCEMENT FOR BATTENS � DAVIfJ iL. 115� P•E 102-D GTON. NORTH CAROL INA 28403 F 7
Q PURPOSES OF EROSION CONTROL MEASURES.
7 �5' 25' 3' *7'/?1`/11'/6" -"° 4.0' 0.92
1 T -_ ?-/-Ze,✓�____ ___ (910) 815-0775 (910) 815-0593 FAX SHEET 2 0
I � t

tKAGt AREA -------------- 16.72 AG
4' ,"L"" 121 LEGEND
6o R/w OEEO 000K, PAbE----------- 4239/97
25 R,i KEGS I V I Nb 6f0AM ------- tUKKEY GK6fK
> 18' PAVEMENT(LOCAL) a \ A A
3 6' 20' PAVEMENT(COLLECTOR) 6' 5' 3 5o R \ PIPE FILTER FABRIC TO BE TREVIRA ° WETLAND GI.A561FIGAfION ------------- Gj6W
11 ,0 35'R `I �'�: -I SPUNBOUND TYPE 11 /120 o o I.IMIt6 Of 016tUK0ANGE ------- 10.5 AG
o SHOULDER g (LOCAL) 9 (LOCAL) SHOULDER DITCH
o,b .o: 00 ° O
10 (COLLECTOR) 10 (COLLECTOR) r I
60 18 (LOCAL) " oa, . °° 090 - - - - EASEMENT 1,Ot 0UA --------------- 4) 6f
/C ^ _ 20, (COLLECTOR) 35 R
_- . 'C L' A S S ' '.'8 RIP RAP APRONS SHALL BE PROVIDED
r ------ °° p o KOAOWAY 0UA ------------ 27)614 6P
1 "/FT. SLOPE FT. 1 °/FT. a R I P R A "R' ON DOWNSTREAM ENDS OF CULVERT 0
x X _
:-_ o0'°• "W" FLARED END SECTIONS po 00°0 ° 2"-3" COARSE PROJECT BOUNDARY KE6>✓KVE 0UA ------------ 18)511 6P
SITE
ITE u'�, Ma 3'/ 3 \ Mp -_-__---`, \ / FLARED END ' .1d.**o ' • 00. 0 80 0 AGGREGATE f0f& 0UA ------------- 163) 125 6f
SF9.5A PAVING 6 CABC ��, ,� SECTION 2 ° -da. �'p° RIP RAP APRON SCHEDULE 50' ° o°°o ° 6" DEPTH ---2g EX. CONTOUR KEOUIKED OPEN 6PAGE
CARVER DR I s"
CUL-DE-SAC DETAIL PLAN VIEW PIPE LENGTH WIDTH o °�' °o e 0.03 AG. PER l-Ot--------- 0.78 AG.
FINISH GRADE 15 7.5' 3.8' ° °0 8pop 9.6 PROPOSED ELEVATION PA661VE OPtiN 6PAGf PKOVIOBO--- 4. 16 AG.
SR 1437 NOTE: NTS TOP of BANK 18 9.0' 4.5' 0 °° ° AG11VE OPEN 6PAGiE PKOV101i0--- 0.42 AG.
LOCAL/COLLECTOR ROAD SECTION TEMPORARY CUL DE SAC SHALL BE PIPE FLOW LINE 24 12.0' 6.0, °o°,00°o ° �p% °o SILT FENCE tOtAt. OPtiN 6PAGE PKOVIO>✓0 --- 4.58 AG.
/ //I t � I I I to�I I IF1 I I h I I m I I d_I I�-�1 I-I I.--/la-1.1 1�.-I.­�..a**
NTS STBC OR ABC LOCATED IN A RECORDED ACCESS 3O 15.0 7.5 b0 0
EASEMENT AND SHALL BE SURFACED o o- o 0 1 8" 36 1 8.0' 9.0' <<<<<<< SWALE S I T E C)ATA
A4
WITH 6" OF ABC STONE. CLASS B X IITI7II�TI®TI
SWANN RIP RAP SECTION A-gFILTER FABRIC EXISTING ROAD
DISTURBED AREA
MAGNETIC
PLA
II
,II./I
RIP RAP APRON MAP BOOK 52 PAGE 5
RIP RAP APRON DETAIL TEMPORARY CONSTRUCTION
-- - ,,'•\\ ;.;.;,-\\',''.', \\ -�', I- NTS ENTRANCE DETAIL '- DRAINAGE BOUNDARY
i .'A\%�." -..
:­'k\1I%.1'"_"L,'\\�I'..­,-,.1.�,...�,I.'-1�[*.,...1�,'.�I.,,,1--I,-,1.I­1ffI%,-I..,,,,-\I,.II"­I,-I'III.'I_�4-1'�I
'.\'- _- NTS
VICICAIITY MAP . . ,2 ns •- ,
NOT TO SCALE 1.:- ,_ , :
t I o
... \%%: I , ti . . ;
•
S- .•r '', . � . 39. \ : - LOT 50 _I:' I. 1:
: /f' \ ti L.
c
N/F I'
fiI�, .=L LVELY LOT 40 LOT 43 LOT 44 I LOT 45 I LOT 46 LOT 47 : LOT 48- 1 LOT 49 I TRACEY C GALLOWAY I I
. i r LOT`41: -.LOT 42.."' I I I - •
N/F CMH PARKS INC: \�.'3 23;=56�716-0000• , N/F ' N/F N/F N/F N/F N/F 3223-55-6539 0000
i # - - -0 0 ;. \ N/F'.' : N/F, N/F ::N/F :I I : .
.'PIN 3223 57 5272 - 00 C1++IH PARKS. INC. AH MARIAH C01TLE I CMH PARKS; INC..---•i 'CMH PARKS, INC. ; STEVEN R MYRE i CMH PARKS+ INC. i KEV,IN-,B MERRIELL -i CMH PARKS;r INC. i .
, .- , . ,, 1 : , - - i MAT:THEW C: POLLARD I CMH.PARKS.+" INC. I'SAR I _ _ _ _ _ _ I 3223-55-5799-0000 I _ PROJECT BENCHMARK.,
, _ .-. . -- \.�:.., 1;,;_\ , 322'3-56 4718 0000 I 3223-56-4.458�0000 I 3223=56-437$=0000 1 '3223-56-4298-0000 1 3223-=56-5119=0000 I 3223 56 5039 0000 13223-55 5959 0000 I 3223-55-5879 0000 3223-5�a�5710 0000 " I:
: I \ , 1 I I I I I I I I l TOP OF EXISTING IRON ROD
II : :I a. ��,,\;:,- \t.. , /i r\ I:'• .. ... I I I I I '-'I ELEV= 23.54' (NAND 88) ,.I .
-' ;'.''.',`V:.':::.I' : / `, ' ' 1 55'"38'00"E 1 • 1692.44' 1' I I I I I acx� LOT c-I:
5 �`.. ` 1 .II: N/.F
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:- 1`\ "CLIFTON--W.ILLIAM LEWIS JR '
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I.• z �•, \ I /: � �ti 10 UTILITY .EASE1vIENT . - - \ - I 10''.X 70'\-' j / ') �� ��� c : I 26. s N
♦, MI . :.'.\I' ''. / :.'/%, . \ .•-.� ... - . SIGHT EASEMENT/ / �� \ o - - -_ v
♦.Y .F, .,. : r .:. :, . r �' <-SWALE s » »»»»»»»»»> <-sWAAA�E -s'' SWAL ' >... z �>> o .. c '
` I \ »»»»»»» > ��\<\ (TYPy '��� I 2 .5 \ LV r 25.75
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COASTAL PLAIN SITE STABILIZATION SCHEDULE ` �' J'F'9 ♦ = I ':I I - E T -
O G . TAPE III I ,_: \ , , A N 0: : <-SWALE.'? »»>->>>>> »»»»»> )W» <-SWALE 7 SW `� �� - - : '�+ : , r , \ _- `-
1 -1A,�c ti • 4 x"4 PRECAST BOX�VIAlH r::,,i \ sL - L ` iP��
1. Fertilize and lime er recommendations of soil : F �.9 ` �' �' �� ' ' \ ( I J I I
P , � 2, V,:" DISCHARGE oVER 3 SIDES ' s.. , _ C�� ��� _��1
tests or opp I y 2,000 b/acre ground agr i cu I tura I ` qJ C'FO,, ♦ A', - r. " 1 - - - - - - - - - - - - - - - - - - - - - _ \ . . ��� \Ak -- " / : t (\ ': I I
I i n>estone and 750 I b/acre 10-10-10 fert i I zer. �` �, ,,•�qG EFFECTIVE WEIR LENGTH - 12.' f , _ - z, : _ ;
r :
2. Incorporate I i me/fert izer 4-6 inches. ` �,oq ♦:S F BOX.TOP-ELEVATION =-3,9 ; I: / . - �C'� �� 111 �'S ' I' 1:
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3. Rou hen steep slopes by tracked mach nary. �:F�j` I':,I,:: '! : \ : 'y I �
g G'I� e �> i i I r: LOT 10
4. Se I ect species based on season. Refer to tab es. , .O ''P F Oj• .,<<`F i:;1'' : : I - �• ° r ! I: t N/ SA
5. Broadcast seeds even I y and cover by raking .'" v� �`�M ;<, •, ��� 'I' ,� 4 :, `t DI :• \ F� ��� - y o y I PY1N 5r3322-OQ00
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1
or Bragg ng a cha i n. F rm so l by roll ng. `` �'j O, r .♦:O.• ,P I :i ,' I' �� /_. 1 �, t r I \ \ /( _
6. A I straw mulch at a rate 1-2 tons per acre. <• , � F. / •' .';I RIM' 14.2 15 � _ ` � / t
PP Y I' f �.' . 1
Anchor straw by tacking with asphalt, netting, t' q r ` 1 \ \ zo ,-/ / I Q ) I I
9 1S1 ti ♦6 . r t .` / '- =i�� ` 2 ! 1 Imo\
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,-11.�_�.C�I7>
or a mu ch anchoring too \ F F F INN•11 4
,o ` ''I''' 6Q'L� 44 tTQPE ' -_ '
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A disk with blode5. I c+"'9 T � ` qC+ -?I ..!' ' `♦ ` i` OPE I�AW � � _V,-- � - `mac% ,_ , I �..i / \r_ ' ) d ;r' 1 / /
serV
}, �mlu I ch an i6tllA S LEfVAA D G . q �,o J' , � _'_ .� '- � � � 1 - de if LyI y G' i I I I �\o \' �6 ;�7 �8 19 20 121� 22. 1 -� �� 24
23 38 e9&i40000 /.!` O ` '�� "� l 1 �: t r \
Reseed, refertilize and mulch immediately ,(� G �!' t� ♦ C �, - �- \ \
following erosion or other damage. ,O �9 t`' 'O ♦ .,\ ._• �', o \. i , \ \ r ,• - - ----- --
SOD INSTALLATION ,P <0 ` J' :♦ �' `1 ; 1� \ / :'.t / r
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1. Ferti I ize and lime per recommendations of soil C',Q �, �` >` \ r.\ ,. . .�, \ �_ / // - �� `\ _, \ I I -\ r _,
tests or app I y 100 I b/1,000 sf ground agr cu I turn I / �` 1' \'.:• •�.,, \ - .- � 1 I
I i mestone and 25 I b/1,000 sf fert I zer. I n the 2FF,� `" *♦ - \ ' ' ' \' ,•
fa l l, use 10-1 o-10. in the spring, use 5-10-10. .. , , C...- .,i", ,• \..'.. \;'. ', I ;'c ,-'�i � fI , ; , , : •I '
2. Incor orate lime/fertilizer 4-6 inches. ` - _ ` - ` \ ' �`"' . -
P . \ ::. '.\'.,. I \\ r - / , -=H I ' LOT 11
3. Rake or harrow to achieve a smooth final grade. - t` %` s\ \ :_�., / �I �3 ` \
/ � '� . . � , :' Ih `� , : - N/F USA.--...
4. Roll to achieve a smooth, firm surface on which , . ♦ , \\I '� -
to lay the sod. `♦ .. .,I; �- - - - - - - - - - - - - - - - - - - - - - - - - - .. - i. - - - - --� - -<'- � - � J ,: � 11 ; PIN # 322355-2300-0000
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5. Lightly rake and irrigate top layer of soil just / I
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prior to instal lotion. • ♦ ; ''.HQPE ° ` ­ • i r
6. Lay sod in a staggered, brick-like pattern with : `� `` % >� \ INN 12' i � 8 4 ., i t N5°38'00"W 223,.73' 'r {
the longest dimension perpendicular to the slope. " - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - _ - - - -
Avoid gaps. Use a knife to fit irregular shapes. . ` , , \ P �'-' " T 17°8 ^/� \ / - '♦ WPE INN = 1.6 \ �`'. •� \ 30 PUBLIC DRAINAGE EASEMENT ° , 30 PUBLIC DRAINAGE:EASEMENT I\ " �
7. Roll sod lightly after installation to ensure EROSION & SEDIMENT CONTROL MAINTENANCE PLAN :�' ♦ PIPECT1VE �p RAP WEIR LENIGTH =-, ,\' .,•!,-',:,'. \ / / • : ` __'-. 39' � __ I\ , •'\ / ,. 11
good sod to soi I concoct. : • . • \ .••- i • I l 26 �� •;' I \
8. Irri ate initial) to wet soil to a de th of 4 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE ♦RIP RAP TOP.ELEVATION = \'•:'• �.. .%, i : ; , �'.. F' ,
9 Y P . \.•. " ``- N/F JACK G STOCKS 1Ep t�_ .
Keep soil moist for 2-3 weeks thereafter or until CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF % ,� . ;. _ ® ® . I / �_ ,O0, I 1
sod has taken root. PRODUCING RAINFALL BUT IN ND CASE LESS THAN ONCE EVERY WEEK. `♦ `% :'• jam/ r ® PIN # 32Z3-35-64Z5-0000 \\ < , \` I I
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ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL ♦ �,• 'f'• ® - .-
For seeding outside of recommended dates and/or PRACTICES AS DESIGNED. %' ♦ - y .��''�` __ \ / .
. \ \ - I
, .
for temporary stabilization, refer to temporary 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN , i % .� " ' \ \ : - • 1
seeding table. IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE ` I �9•w - r'r - ` '•'• '• ` -. `- - \ 1\
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. % � 0.0 •� - ' d ' ' \'.'. .' \_ _ - '- - \". .
For h gh I y erosive areas or as d rected by an % - �. . C './ ,,✓�� ,;' - ` \ - - -_- ? . •I _
e -\ _ - y
engineer, sod shall be provided. 3. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY i -- I' - `
THE STONE ` I / : ♦ ::1' ', s .'' -':. \ \ \ / . - oz . i�'-=i �- li
SO AS TO PREVENT CONSOLIDATION OF THE STONE. �� -
SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION / -- --- ,
PERMANENT SEEDING TABLE 1 !' .�� •., '. _ '' \ .-.. � _ �/ - -___ \ I a�- 12
Seeding Dates Recommended P I ant i ng Rate ( I b/oc) OF TIRES. `� - i <0:�• \ ' •- ` 2 ` : 1?J tJ1l:� c�
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4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, -1 1'�.' -- :': r •- ':5�: ` \ `�' 1 "� .•® - "" :11 '. :l,: ��
Feb. 15 - Apr. 1 to l e 2 .'j�•.�. - _ './ _ t D
Sep. 1 - Nov. 1 Tall Fescue Mixture see b AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE . - ` -, 1 - - - - -
�` •,. - _ _
Apr. 1 - Aug. 1 Hybrid Bermudagrass see table 2 PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. - ^`;'
N/F b I RK C SWART •
Apr. 1 - Jul. 15 Common Bermudagrass see table 2 5. ALL SWALES SHALL BE INSPECTED AFTER EACH RUNOFF RAINFALL EVENT \ . PRELIMINARY PLAN NOTES:
Mar. 1 - Jul. 1 Centipedegrass see table 2 FOR EROSION. ERODED AREAS SHALL BE REPAIRED WITH CLAY SOILS AND PIN # 3223-37-1607-0000 \
RESEEDED. SEDIMENT SHALL BE REMOVED AND CONTINUOUS :
PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES FLOWLINE RESTORED IMMEDIATELY. ROADWAY CULVERT SCHEDULE 1 . BOUNDARY DATA IS BASED ON A SURVEY BY STROUD ENGINEERING, P.A.
2. TOPOGRAPHICAL DATA IS BASED ON A SURVEY BY STROUD ENGINEERING, P.A.
Site Description Recommended Planting Rate ( Ib/ac) 6. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY PIPE SIZE/ PIPE UPPER LOWER PIPE DRAINAGE Line Table 3. THIS PROPERTY CONTAINS 404 WETLANDS.
Wel I to poorly Tal Fescue Mixture 8 TOP DRESSED WITH 2 ADDITIONAL INCHES OF #4 STONE TO MAINTAIN ID MATERIAL LENGTH INVERT INVERT SLOPE AREA Name Direction Length 4. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE 100 YEAR FLOOD ZONE PER
__ _ FIRM PANEL 3720 3223 OOJ.
drained soi Is Pensacola Bahiagrass 40 PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL 1 18" RCP 64' 22.9 22.6 0.57 0.1 AC L1 175°19'33'M 63.41 5. PROPERTY ACQUIRED BY DEED BOOK 4239 PAGE 97. RE. MAP BOOK 54 PAGE 118 Kobe Lespedeza IMMEDIATELY BE REMOVED SEE SCHEDULE FOR DIMENSIONS \�y/
Dry to well Pensacola Bahiagrass 50
drained soils Common Bermudagrass 30 7. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE ��r��NNNN `�'i 2 18" RCP 44' 16.6 16.4 0.5% 0.9 AC 6. SOILS ON THE SITE ARE REPORTED BY THE NC SOIL CONSERVATION SERVICE TO BE
N 3 18" RCP 44' 15.3 15.1 0.5% 2. 1 AC AUTRYVILLE ABOVE THE WETLANDS AND DOROVAN BELOW THE WETLAND LINE
Kobe Lespedeza 10 APPLICABLE NPDES STABILIZATION TIMEFRAMES. Curve Table 7. BUILDING SETBACKS ARE: 30' FRONT, 10' SIDE, 15' CORNER, & 25' REAR.
German Millet 10 8. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS WNEN "D" SEE SCHEDULE VEGETATE AS PER j�i Arc Chard Tangent Chord
Swales Common Bermudagrass 40-80 STORAGE CAPACITY HAS BEEN APPROXIMATELY 507, FILLED. GRAVEL 2 FOR IND. TRAP DIM'S%sEEDtNG SCHEDULE 9` CLASS IV RCP SHALL BE USED IN THE R/W
Name Delta Radius Length Length Length Direction 8. EXISTING TRAFFIC COUNT AT CARVER ROAD AND NC33 ARE
-�I 1 _ PER THE NCDOT 6000 TRIPS PER DAY IN 2011 . CARVER ROAD HAD 1500
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT ACCUMALATES TRIPS PER DAY IN 2011 .
Z PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES Cl 7°16`36 490.44 62.29 62.25 31.19 S82°48'S1°W
c� TO A HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER EXCAVATE 3 9. PROPOSED DEVELOPMENT WILL ADD 249 TRIPS PER DAY, 26 PEAK HOUR TRIPS.
AS PER SCHEDULE (MIN) BOTTOM I
Site Description Recommended Planting Rate (I b/ac) DRAINS PROPERLY. � � WIDTH
> Well to poorly Tal I Fescue Mixture 200 PROVIDE STABLE C�°�a
a drained soils R e Grain 25
VEGETATIVE COVER El.rE'VE
60 0 60 120
�' Dry to wel I Hybrid Bermludagross 50 CONSTRUCTION SEQUENCE � /SECTION /
l drained soils
N 1 . INSTALL SILT FENCE, SEDIMENT TRAPS, DIVERSION S W ALE D E A I
Well drained BATTENS 1"
E sandy loam to Centipedegrass 10-20 SWALES AND STONE CONSTRUCTION ENTRANCES. NTS
sand, lawns. 2. CLEAR 8 GRADE RIP RAP OVERFLOW WIER NOTES:
c; 3. INSTALL PIPES AND SWALES I EROSION
4. INSTALL UNDERGROUND UTILITIES DIVERSION 0 STEEL CONTROL GRAPHIC SCALE: 1" = 60' BY \ pSC
TEMPORARY SEEDING TABLE R SWALE MAXIMUM SIDE SLOPES OF SWALES SHALL BE 3:1 . STAKES FABRIC
5. PROVIDE VEGETATIVE COVER TO THE GREATEST 3' -O" UNLESS
o Seeding Dates Recommended Planting Rate ( lb/oc) EXTENT PRACTICABLE ""' 01 D2 D3 D4 SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE OTHERWISE NOTED STORMWATER MANA EMENT PLAN
1 Kobe Lespedezo with 50 6. INSTALL PAVEMENT PERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED ON PLANS
Z Dec. 1 - Apr. 15 Rye Grain 120 7. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED WASHED STONE FILTER
c.� 1' DEEP OVER RIP RAP EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. FILL WITH
CD Apr. 15 - Aug. 15 German Mi I let 40 SOILS. ON UPSTREAM SIDE 1 -0" I EARTH
0 Aug. 15 - Dec. 1 Rye Grain 120 8. GRADE AND STABILIZE BASIN PLAN VIEW SCHEMATIC EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION
0 9. REMOVE SILT FENCE OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES.
SEDIMENT TRAP DETAIL SWALE BOTTOM WIDTH SHALL BE 1 ' ( MINIMUM) . = = I I = SECTION PHASE 1
I ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
0- NOTE: NTS I I
oNPDES STABILIZATION TIbEFRAMES PROVIDE (3) BATTENS ACROSS WIDTH OF TRAP SWALE SCHEDULE
N SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS SPACED PER THE SCHEDULE OF DIMENSIONS I I \\\\\IIIIi�///�
,NI I3.�,�1.-.':.-,_I,I./_,-_�
USE SILT FENCE DETAIL FOR BATTENS BOTTOM I 1 1 '-0" 3' MIN. `�\N�a CARp4 ///�� OWNER TIOGA, LLC DESIGNED: DLM
3 Q PERIMETER DIKES, SWALES, AND DITCHES 7 DAYS NONE SWALE I I BURY N 0 , Y.
� • • • I AA4321 US HWY 421 NORTH SUITE 140
C HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE WIDTH I I \offSSIp,/ . i ,
SEDIMENT TRAP SCHEDULE , ADDRESS DRAWN: DLM
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND FLATTER TST LENGTH WIDTH DEPTH BATTEN SPACING 2 I I = .0 SEAL � : _ WILMINGTON NC 28401
•• •• THAN 2:1 THEN 14 DAYS ARE ALLOWED. 3 3 0, L J = • 35617 ° = PHONE: [phone]�82
• 1 35 15 3 13 /9 /9 /4
O O
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
2 50 25 3 19 /12 /12 /7 4 1 •0, O Q . \ APPROVED: JHF
Z Z OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE 3 45' 25' 3' 17'/11 '/1 V/6' 5 1 .0' TYPICAL SILT FENCE �/ FNGIN�'* "K N
5 45' 25' 3' 17 /11 /11 /6 6 1 .0' NOTES: NTS /ilgl'1D _:M ��` STROUD ENGINEERTNG, P.A. DATE: 9/14/21
H" U NOTE• 45' 25' 3' 1 7 1 .0' /�llllill\\
U Z POSTS TO BE SPACED 6 FT O.C.
w SITE I S OUTSIDE OF SENSITIVE WATERSHED FOR THE 6 45 25 3 17 /11 /11 /6 8 3.0 UTILIZE COIR MESH wi 10 GAUGE 6 X 6 C-0647 SCALE: 1„ = 60'
o a PURPOSES OF EROSION CONTROL MEASURES. _ _____ 102-D CINEMA DRIVE
7 4- 25 3 17 /11 /11 /6 9 4.0 WIRE MESH REINFORCEMENT FOR BATTENS DAVID L. ME IUS, .E WILMINGTON. NORTH CAROLINA 28403
1?�10112021 _____ (910) 815-0775 (910) 815-0593 FAX
0 10 4.0 DATE SHEET 1 OF 1

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