SW8150211_Approved Plans_20210924

PKOJEGT AREA ------------ 10.69 AG
171)313 6f
KEG01 V I N6 6TKEAM------- TUKKOY GKBOK
GI A591fIGATION-------------- 056W -
0f 0UA --------------- 84)600 5f \\
NE
KOAOWAY bUA-------------19)925 6f 50' R/W ------- 25 R,K060KVO OUA------------ 6075 5f a 1$' PAVEMENT(LOCAL) 50'Ra 6' 6' 5' 5'R
= TOTAL 0UA --------------113)400 5f of SHOULDER 9' (LOCAL) 9' (LOCAL} SHOULDER DITCH 0 50' 18' (LOCAL ) 35'R I MAP gpoKSC PAGE4G
N % 0UA -------------------23.91%SITE
S = 1 AfACNE'TIC
1 /FT. SLOPE[ " FT. 1 "/FT. - ----------SITS � A c.AB:c 3. 3 1 MpX
SR 1437 SF9/5A PAVING CUL-DE-SAC DETAIL
16"I NTS
LOCAL ROAD SECTION
SWANN
PLANTATION NITS STBC OR ABC
vICINITY M.AP
NOT TO SCALE
N
�- J STH ET11PHS1 @ T�l&KE G�EEK _ C 1r ;r
\\
REFER TO SECTION PHASE 1 PLAN' j R , MAID BOOK,56 PAGE 46
\ DRAINAGE IMPROVEMENTS WITHIN f a
V, EASEMENT COMMON TO BOTH PROJEQTS
COASTAL PLAIN SITE STABILIZATION SCHEDULE s\;;�;:,,,`;, �_ _ _ _ _ f; _ _ _I I IIT'/; I , - _- _ - - - - - - •�'
1. Fertilize and lime per recommendations of soil ``:\ `'• `(' �� \ -� Rod i Us 490.44
P i i
tests or apply 2.000 lb/acre ground agricultural 5 8 W 4 I \ N5°38 -W- 2 �!73. (° I Arc Length 157.05
limestone and 750 lb/acre 10-10-10 fertilizer.
N � �, or Length 156.38
2. Incorporate lime/fertilizer 4-6 inches. �` \ / ' �3° N75°.19'3 /"W _ `
3. Roughen steep slopes by tracked machinery. �� - - - - - - - - - - - - - -- - - - - - - - - - - - 9'� „ `� � 7 -- - - - - - - - - - - Tangent Length 79.20
,I ,; �; 5 i ' 6 63.41 ,30 DRAINAGE EASEMENT T 700 00'05" W
4. Select species based on season. Refer to tables. ` E / J� v, Chord Direction S
5. or
oddraaggingadcast adchain. Fenly irm soind l byrollin by g �. �` ♦ u i cv \ 18Q.
6. Apply straw mulch at a rate 1-2 tons per acre. \ `-� ♦ '•.� ' i�M�V1 �� /
Anchor straw by tacking with asphalt, netting, \\ (, 6�• g �� EPS 9 7
or a mulch anchoring tool. �•� y' ! NPR I \ 5 l /i 27 1
A disk with blades set nearly straight can be ` - 1 � ;r QF1P� �FSS `f
used as a mulch anchoring tool. 0,PE
7. Refert i l i ze if growth is not fully adequate. . `.� �Iq.
Reseed, refertilize and mulch immediately \ �;.,� �; , �, 4 0 `FME }
following erosion or other damage. , S,PA'C E i -• i Z'; 1
SOD INSTALLATION THE PINES
1. Fertilize and lime per recommendations of soil 0, % ,!11.' ` I �'• s 1 1^�^ _ _ �� MAP BOOK 31
(,- /_
-29
tests or apply 100 I b/1,000 sf ground agricultural \ OZ '1 v"�-1'- PAGE 7
O `t /
limestone and 25 I b/1 000 sf fertilizer. In the il'I, ;�' .- �. -� 1 - ) % t;• �' ;; . ,__ 1.
fa I I, use 10-10-10. In the spring, use 5-10-10. \'� ` - �►
2. Incorporate lime/fertilizer 4-6 inches. ` ` --� . \
3. Rake or harrow to achieve a smooth final grade. �, ` - ♦ \ /-- 1 (Ip
4. Roll to achieve a smooth, firm surface on which 4-- ! \I'
�._: COMMON
to lay the sod. Ql o
5. Lightly rake and irrigate top layer of soil just U�/n�/' ` 1' � l'' rr
prior to installation. ``,,,,�� \ \
6. Lay sod in a staggered, brick-like pattern with , i1 I I �,'. �� \ \ 0 -
the longest dimension perpendicular to the slope.
- \g P P P 2 .0 ,� �', A R E:,A
Avoid gaps. Use a knife to fit irregular shapes. \ v /
7. Roll sod lightly after installation to ensure \_,-,_ ,'•, 1`i` `~� ;•,` �. � �� ,, , l
good sod to soil contact. \�; EXISTING
8. Irrigate initially to wet soil to a depth of 4" O �`S .. 1 ,'. J�' s� �� :� I P
�' \ N y o p©
Keep soil moist for 2-3 weeks thereafter or until J_-._ i �- ' ' ;.�� _'PNg LANE BORROW \6
sod has taken root. \' �, \ '' _0 LIC
1.0
PIT
Notes: i� I .47 ;AC± ,,II, .' �' // 1
For seeding outside of recommended dates and/or -�.
for temporary stabilization, refer to temporary /
seeding table. (W. ETLANDS) 1 � , ;�` .', 1 ��/ / � ` � -',1'
3 :11
- -
-----------
For highly erosive areas or as directed by an \
engineer, sod shall be provided. i I F
1S 10
18.64 ,,pp
��
61 LF 1'8 RCP ;
PERMANENT SEEDING TABLE 1 i 1 � o` �",-, , �0 % NORTH I•NV=1,7. 7 C ° 37 W 232.32
,
Seeding Dates Recommended Planting Rate ( Ib/ac) i) (� ► :_ r- �' SOUTH INV="T i•.5 186 39 44 E
Feb. 15 - Apr. 1 Tall Fescue Mixture see table 2 ! 1 / / / Z 4, .88 -�
w
Sep. 1 - Nov. 1 ) rn III 1 `/ �"`� _ n3 2
\r 1
Apr. 1 - Aug. 1 Hybrid Bermudogross see table 2 rTI - 111 1 // 34 Q' r)
Apr. 1 - Jul. 15 Common Bermudagross see table 2 I 1 8• 8 i �I - ° J
Mar. 1 - Jul. 1 Centipedegrass see table 2 1 8 3 I N, 8075�4 4"r
6
w
3 5
PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURESell
=� -. -' " _ �\ I; o
Site Description Recommended Planting Rate (I b/ac)
We I I to poorly Ta I I Fescue Mixture 80 III,-drained soils Pensacola Bahiagrass 50 \
Kobe Lespedeza 40 �. 33 c� �^ �-��/ EL.'4..m p) MO' NG,.
Dry to well Pensacola Bahiagrass 50 /� -T I „ S o
�'' \ I , r /
drained soils Common Bermudogross 30 ))
Kobe Lespedeza 10 Opp }1` ` !_ ,�: �', l �� I I SEP 1 'T 2021
German Millet 10 NO3° " \ l 6 04 I � 1 N
Swales Common Bermudograss 40-80 30 55 W 234. 1' ',` ,3 „ `` ^�'
z J-- �103I' Q'� N00°41 ' 41 "W 119.81 N04° 18 6 W ° =�o 4 6Y. LA.) \50
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES `, \` ` ` 17 W 136'. N.!1°54 N00 1 Q'09 o
�.;.'. ','• }; \ 95 22»0 E 1,63.4Q ✓
Site Description Recommended Planting Rate (I b/ac)
Well to poorly Tall Fescue Mixture 200
drained soils Rye Grain 25 , �; r i �•
Dry to well Hybrid Bermudograss 50 \`.� �\ 0 ( 1' ;) \r
drained soils
Well drained 0 , �� �::,:,/ 5, LEGEND
sandy loam to Centipedegrass 10-20 THE,KNOLLS @ TURKEY CREEK
sand, lawns. I SECT 2 'PH 1 A ■
+, MAP BOOK 59 PAGE 93 5 P '�"�■ EX. FIRE LANE
TEMPORARY SEEDING TABLElv . . .Y
Seeding Dates Recommended Planting Rate (I b/ac) \, \,\ �� .: �.• �� �� I!'�� f" FLOW DIRECTION
g Kobe Lespedeza with 50 \\ <� \, , ;% % !!OOD".;t�i NE Mr Air , -AL
Dec. 1 - Apr. 15 Rye Grain 120MM�9 "O I SILT FENCE
�' B
Apr. 15 - Aug. 15 German Mi I let 40 \\\ '
/,'.-.-/',', ' ,-/;,'- • / -
Aug. 15 - Dec. 1 Rye Grain 120 / --• ( 31a Ia a WETLAND
EASEMENT
o
/ PROJECT BOUNDARY
EROSION & SEDIMENT CONTROL MAINTENANCE PLAN
0 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
3 CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- NOTES: 2a EX. CONTOUR
E
i PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
MAXIMUM SIDE SLOPES OF SWALES SHALL BE 5:1 . 29.6 PROPOSED ELEVATION
--i- ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
`n PRACTICES AS DESIGNED. SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE <<<<<<< SWALE
N 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN CONSTRUCTION SEQUENCE Q1O + O.5' PERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE 1 . INSTALL SILT FENCE, SEDIMENT TRAPS, DIVERSION DEPTH - I '1 EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. RIP RAP APRON
o WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SWALES AND STONE CONSTRUCTION ENTRANCES. 1 EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION
CL 3. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY 2• CLEAR & GRADE 5 BOTTOM OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES. STORMWATER MAN EMENT PLAN
3. INSTALL PIPES AND SWALES
z SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE WIDTH
4. INSTALL UNDERGROUND UTILITIES (MIN) = 2' PROVIDE STABLE SWALE BOTTOM WIDTH SHALL BE 1 ' ( MINIMUM) .
am
o SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION 5. PROVIDE VEGETATIVE COVER TO THE GREATEST
OF TIRES. EXTENT PRACTICABLE VEGETATIVE COVER
c9 6. INSTALL PAVEMENT
a 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, 7. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE I C n 0
SOILS.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 8. GRADE AND STABILIZE BASIN SWALE DETAIL SECTION PHASE Z
11
a- 5. ALL SWALES SHALL BE INSPECTED AFTER EACH RUNOFF RAINFALL EVENT 9. REMOVE SILT FENCE NTS
Q0 FOR EROSION. ERODED AREAS SHALL BE REPAIRED WITH CLAY SOILS AND ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
�_ RESEEDED. SEDIMENT SHALL BE REMOVED AND CONTINUOUS
I ¢ FLOWLINE RESTORED IMMEDIATELY.
\����,r CA119, OWNER TIOGA, LLC DESIGNED: JHF
n 6. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY 4321 US HWY 421 NORTH, SUITE 140
TOP DRESSED WITH 2 ADDITIONAL INCHES OF #4 STONE TO MAINTAIN Q y . ADDRESS DRAWN• KBN
PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL Z•4 - WILMINGTON NC 28401
IMMEDIATELY BE REMOVED = •CL SEAS
' _ PHONE [phone]�82
31
O O 7. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE NOTE: 60 0 60 120 356�� ` APPROVED: DLM
z z APPLICABLE NPDES STABILIZATION TIMEFRAMES. SITE IS OUTSIDE OF SENSITIVE WATERSHED FOR THE �� FNGINE� ��
8. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS WHEN ��/��Q ' • �� DATE: 8/27/21
U z STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL PURPOSES OF EROSION CONTROL MEASURES. � L M�\��� AASTROUD ENGINEERING, P.A.
1" = j�1\
W �--� WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT ACCUMALATES GRAPHIC SCALE: 60' 102-D CINEMA DRIVE C-0647 SCALE: 1" = 60'
O Q TO A HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER --_-
DRAINS �PROPERLY. DAVID L. ME IUS, P.E WILMINGTON, NORTH CAROLINA 28403
�0_ ZZOZ/ (910) 815-0775 (910) 815-0593 FAX SHEET 1 OF 1
IL r-) TATE-

LINE TABLE
LINE BEARING LENGTH
25'R ,
60' R/W ----------' 50'R \�
L1 N41 °39'56"E 47.97 'a 18' PAVEMENT(LOCAL) 3
NE
° , „ 20' PAVEMENT(COLLECTOR) 6' 5' 35'R L2 N72 23 04 E 25.66 0 SHOULDER 9' (LOCAL l 9' (LOCAL ) SHOULDER DITCH 60' 18' LOCAL ) B��K56PgGE46
S10' (COLLECTOR) 10' (COLLECTOR) 20' :COLLECTOR) 35'R Ij L3 N89°07'02"E 45.08 0 MAGNETIC
L4 N77028'05"E 63.18 � 1 1 "/FT. SLOPE��" FT 1 "/FT. � --- -- - -'�
MpX s;/ g:� MAX \�
L5 N70 48 04 E 42.44 CUL-DE-SAC DETAIL
SR /437 r rr SF9/5A PAVING 6" CABC
L6 N43032'35"E 54.16
16"I NTS
L7 N53028'52"E 49.34 LOCAL/COLLECTOR ROAD SECTION
PLANTATION L8 N57°30'23"E 93.04 NTs STBC OR ABC
v1Cicstt � M.AQ
NOT TO SCALE
THE KNOLLS @ TURKEY CREEK THE KNOLLS @ TURKEY CREEK
MAP BOOK 56. PAGE 46 ,��*'
MAP BOOK 56 PAGE 46 1 r
% t :�': I
STABILIZATION SCHEDUNn
♦ �i GV \ � '•
COASTAL PLAIN SITE S 8 ♦ ` �[ � T 1KA i f d�� ��j�� �� � . ` •• a •1. Fertilize and lime per recommendations ♦♦;.� � = - - - , - - - - - - - - - - - - - - -ii � ....... _ ��- o - -- - - - Ltests or apply 2.000 Ib/acre ground agrl "� 'r ' t N5^38'�0"V11-- . �23. 3'limestone and 750 Ib/acre 10-10-10 fert ��2. Incorporate lime/fertilizer 4-6 inches. ��3. Roughen steep slopes by tracked mochina �4. Select species based on season. Refer t .5. Broadcast seeds even) and cover b raa �. t -I r l ]or dragging a chain. Firm soil by rollo 6. Apply straw mulch at a rate 1-2 tons pe ` ` ---- - - --.'•` �-�. •�••.-----.� .. :• ::;:: •y. ' '• �� �i � i � S` � i25 -. I I / ��Anchor straw by tacking with asphalt. n \ ,,
or a mulch anchoring tool. 1".;.1 . r i DO
I ( / I /h
A disk with blades set-nearly straight can be \ -_ - ---------- r
used as a mu I ch anchor I ng tool. '` yf�` :F'' '.''! I j r AQ9 y(���Q(� ` ! ! ! f C� l�Q b ��1 `\
7. Refert ze if growth is not fully adequate. ,�' ' 0 P�' y ;l: �• �K 1? v S�jO I��jNr r� y
Reseed, refertilize and mulch immediately 14 ;�, ; r ; :.,;� '• '' , / :p �\ :���HE.. P I NES
following erosion or other damage , ,.SPACE boll '0 5F -� �,. "M 'P BOOK 31
SOD INSTALLATION 1 `.. ; .:• d, !/ / W
•M'
317 9 � l ..�
1 _
/
1. Fertilize and lime per recommendet ons of soil \ \♦ 6� „ '• �'�• `� ; t 58 4 4 5 F !N / ^ : '•� ,� PAGE 7
DR D
tests or a 100 I b/1,000 sf round agricultural
i cu I turn I �, ♦6�` , .','• --- - 1 / 6
apply 9 9 , • A9 35 ; �� 29271 6� ,'. ,,- , ,. , . GJ
limestone and 25 Ib/1,000 sf fertilizer. In the 1�
fall, use 10-10-10. In the spring. use 5-10-10. �. 2ro. ` .' .'. 1i 1 \♦ \ / / /' r.,,
\� ti ,% -
N
2. Incorporate lime/fertilizer 4-6 inches. - �� - _------- -- -------- ���� ���� /�9,\ ~/ \
1
3• ROKB Or harrow to achieve a Smooln final grade. `.� - ',�-�T �','.'.. ♦ 1 1 80 ��,_ �� :\ �/ 17628 5F; / 1.5 ,
4. Roll to achieve a smooth. firm surface on which -.--- �: \' ' ` _ �` + `' / /
to lay the sod. l' , ♦\ ----- -------- 33, - /��\ � '. 50R �� / /� Q / M(}6°33'04"W `z
5. Lightly rake and irrigate top layer of soil just V ~'' -_ �� - -
E'OMD9fON AREA
9 Y 9 Y 'q v' - '� -
i.
prior to installation. DR E
G. Lay sod in a staggered, brick-like pattern with
•,
the longest dimension perpendicular to the slope. 1�i�'• ♦ I 61,p �' \ t - 'J ` ��\ \
Avoid gaps. Use a knife to fit irregular shapes. - �'".:•- �Z I /c� 20.0 �! c�
7. Roll sod lightly after installation to ensure " �' ' ,
good sod to soil contact. ✓ _ 00 O _ , /
8. Irrigate initially to wet soil to a depth of 4" O �''' '.:.� sue, ` 21306 5� _J - �� Q C 2Q0, ''` ,
/ -�� �' EXIS ~ING . o.
Keep soil moist for 2-3 weeks thereafter or until , _ ,
POND
s , r _ - w O
t _ 9' �.
Notes: i �. '. t ` f Q G / X6 T
For seeding outside of recommended dotes and/or % 1 ,47 A 1 .','.\� ,`i ___--5/O 1 Nf N 1 RAF r �I •\ 1 00
2 1�V �} 1• �'--`-�/� I \
for temporary stabilization, refer to temporaryX.
' ) \
seeding table. `' yC 30
WETL :r•,� �' ♦ , �0_
For highly erosive areas or as directed by an lfl ;� ': '• �' I` ,�/\ �� ,6448
engineer, sod shall be provided. - l; 'r �' 1 ♦ '/ �/ �' . / /���_ `
_ , , i 2
'� : '. 1 l 1 i o r
METES I N �r
..
PERMANENT SEEDING TABLE 1 t TYP
Seeding Dates Recommended P ant i ng Rate ( I b/ac) (� " ;:�_ ;: :- // // DR ! / I
Feb. 15 Apr. 1 Tall Fe ue Mixture see tole
n 1Nov; `� t I ` t
W _
i , ------ -
Apr. 1 - Aug. 1 Hybrid Berrr�dograss see ab e 2 _ _
' - A'), / ' 1 m - , - ' ems• r I i
Apr. 1 - Jul. 15 Common Bermudagross see table 2 !- ` '• '•I 12' - _ _
I '
Mar. 1 - Jul. 1 Cent pedegrass see table 2 ( � ,j., ,.:, 18_28 , 1 0 �'� // ll % 17628 5 F - 153_ 2_.5�. '
109.5Q'•
PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURES ■,I (=AEI= NY I O 3 �� / / / I �' - - - _ _ _ _ _ _ ;1
Site Description Recommended Planting Rate ( Ib/ac) (n �) ~ `_ d 7-
11, 18 5
Well to poorly Tall Fescue Mixture 80 T T +' '� 0 16 '
drained soils PensocoIa Ban iograss 50 , 1 A
'. . �'� :�.�•'. /' �•• ..,:/ p,�A NA � RSA � � ; . . �. ,o,, . •
Kobe Lespedeza 40 t I ;
Dry to well Pensacola Bahiograss 50 \ A `'=- _ i �•�
drained soils Common Bermudagross 30 � ... o r i1 : �� ��,� 'IN
' POUNPA f Y► l
Kobe Lespedeza 10 �. NO3 30 55 W �� ; _ -! Gv I I943 5F ; ��` °�
German Millet 10
0 6b 0A
Swales Common Bermudogross 40-80 234 12' `. 0393 '55" : 1 06 o -
�h� Al 04 1
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES �'�, '•-�' 1 �'�'r '�N / 'VOO 1'1 7r'�/�/ 119.87 r
'• �... ,A 1 rrW 22.0
Site Description Recommended Planting Rate ( l b/ac) Q' 1 6.95' 11°54 163 4 9
Well to poorly TaII Fescue Mixture 200 `• ` ♦ r J * Q
drained soils Rye Grain 25 �. ��/��'� �• I `IIN1 1 Of
r
Dr, +e wa Ills
nyDr l a aermuaagra55 50 '� �,\ O r �. . . •"/,.• '�' .:'�
dra i ned so s / p I ON dANG� l 0
d drained \\ \ O ; : .:: :, 1 ::; �•'.:•' ! fi'
sand loam to Centipedegross 10-20 1 LL �� Arp` LEGEND
sandy lawns. `\ i , I�AN� *OW 1/nI� "`":'°' v■■� EX. FIRE LANE
t0 UMA I N ENTAL
TEMPORARY SEEDING TABLE � � �� �� p M
Seeding Dates Recommended P I ant i ng Rate ( I b/ac) ' �� YEAR
�- FLOW DIRECTION
Kobe Lespedeza with 50 \•` \�`. . � �
FLOOD LINE (F EI NT COMMISSION
Dec. 1 - Apr. 15 Rye Groin 120
�`•� `•� r' � �� _ SILT FENCE
Apr. 15 Aug. 15 German Mi I let 40 ` 1 I ��_��
WSW. _ . . .:.
z Aug. f5 bec.�1 Rye Grain 120 - - -
,�,"� r4R.--SW WETLAND
0
- - - - EASEMENT
0
a_ FICERV
� EROSION & SEDIMENT CONTROL MAINTENANCE PLAN PROJECT BOUNDARY
A 2q {{ I
C 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE APB L�1
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- ®3a
•E NOTES: ...29 . EX. CONTOUR
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
PROPOSED MAXIMUM SIDE SLOPES OF SWALES SHALL BE 3:1 . BY: 29.6 0 OSED ELEVATION
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 74�
PRACTICES AS DESIGNED. SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE <<<<<<< SWALE
cli 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN CONSTRUCTION SEQUENCE1 �1 PERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. RIP RAP APRON
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 1. INSTALL SILT FENCE. SEDIMENT TRAPS. DIVf_RSION
p SWALES AND STONE CONSTRUCTION ENTRANCES, 1 EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION
-C 3. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY CLEAR & GRADE OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES. STORMWATER MANA EMENT PLAN
SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE 3. INSTALL PIPES AND SWALES 5on
SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION 4. INSTALL UNDERGROUND UTILITIES (MIN) BOTTOM PROVIDE STABLE SWALE BOTTOM WIDTH SHALL BE 1 ' ( MINI MUM) .
OF TIRES. 5. PROVIDE VEGETATIVE COVER TO THE GREATEST WIDTH
EXTENT PRACTICABLE VEGETATIVE COVER
,`r�rrturrvrrrrr
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, 6. INSTALL PAVEMENT
o AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 7. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED
3. PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. SOILS.
cr_ 8. GRADE AND STABI� IZE BASIN SWALE DETAIL - _ _-- �� e �O`��
ALL A F� � "' E RAINFALL [NEW SWALE SCHEDULE _ D e SF 3 D: PHATF
CL 5, LL „L� UAL 5E 15§ ECT Ct aFT(P+ LACk� RUr�Ur RAff �� �, r� MovE �si�r LNce NTS SWALE B©TTOM D10 0,5 2p J4 �i ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
FOR EROSION. ERODED AREAS SHALL BE REPAIRED WITH CLAY SOILS AND
WIDTH DEPTH 4,
o RESEEDED. SEDIMENT SHALL BE REMOVED AND CONTINUOUS F 2
FLOWLINE RESTORED IMMEDIATELY.
6. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY %? ••�`NE��`'•�Q�`� OW NER: T I OGA, LLC DES I GNED: JHF
TOP DRESSED WITH 2 ADDITIONAL INCHES OF 94 STONE TO MAINTAIN ''�'� TR P.O. BOX 789
PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL rr®rrre""Qfrst� ADDRESS
CASTLE HAYNE, NC 28429 DRAWN: KBIv
•• •• IMMEDIATELY BE REMOVED
O O 7. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE NOTE . 60 0 60 120 PHONE 1 -279-1582
APPLICABLE NPDES STABILIZATION TIMEFRAMES. APPROVED; JHF
z z SITE IS OUTSIDE OF SENSITIVE WATERSHED FOR THE
8. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS WHEN DATE: 4/6/15
F- 0 STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL PURPOSES OF EROSION CONTROL MEASURES. STROUD ENGINEERING, P.A.
U ZLJJ WILL BE CLEANED OR REPLACEC� WHEN TH[ €UIMENT ACCUMALATE`l
GRAPH I C SCALE '. j°' = OO'
TO A HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER
JAM H FENTRES9 J ;P.E. C-0647 SCALE: 1" - 60'
3
O Q DRAINS PROPERLY. 102-D CINEMA ODRIVE
�`�� � WILMINGTON. NORTH CAROLINA 28403
DATE (910) 815-0775 (910) 815-0593 FAX SHEET 1 OF 1

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