SW8060404_APPROVED PLANS_20070301

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 i aA
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ . HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YMMDD

cl THE COTTAGES
- �Q� ��� S77`56'28 'E� � /\
25.42' V �'�i V A T
- NC 179 SITE
140 61_�--- \ � \
vN 9'09"E BRICK A D NG PLANTATION
�:26 TOTAL
SILT FENCE 9 -
� � n pZ
%i LOT-4 LOT-5
% s 6� O
c)
LIMA OF DISTURBANCE CB-30
�y v TC=26.50
\ SILT FE \ LOT 6 \ CONSTRUCTION SEQUENCE WITDROPH GRATE
v �NN��� E NV=22.5 ,A
' w 1. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN BASIN,
PLAN. EXCAVATION GATHER
�� �V �� ��� �'� OF THE RETENTION POND, WHICH WILL SERVE AS A SEDIMENT BASIN, AND CLEARING OF THE � EXCESS iti
VA I CB-29 ��,, A SITE TO THE WEST OF LANDING BLVD. MAY BEGIN. STORM DRAIN AND UTILITIES WILL THEN 4� AT CORNERS L,6 i` ` FRAME
�• VA 1_0T_i 1 �J BE INSTALLED ALONG MegElizabeth Trail. ALSO, CONTRACTOR TO CLEAR ADDITIONAL AREA y•I• is. it i��� I I ' LEGEND
\\ ---9Z�- TC=26.50 X �� ' JUST LARGE ENOUGH FOR A TEMPORARY STOCKPILE. SILT FENCE TO BE INSTALLED AROUND ifi"' iii it ' ;I"'�I I` IN}T 1'%t
LOT- ? STOCKPILE. ` ` „�; f ,t� LIMITS OF DISTURBANCE
VA INV=22.50 2. ONCE THE RETENTION POND HAS BEEN EXCAVATED THEN CLEARING OF THE SITE TO THE :J- •�
DQnaLel h Court ���\�S EAST OF LANDING BLVD. MAY BEGIN. CLEARING OF THE EASTERN SITE MUST BE DONE IN ;� 0� !1 t�i 1'I��il Ili i� SILT FENCE
g CB-28 PHASES AND NOT ALL AT ONCE. THE PHASES ARE AS FOLLOWS: i�i •a: ' Ji
ROAD 20.0 RAW kk � �� A) CLEAR KellyAnn Lone R/W FROM RETENTION POND SOUTH TO LANDING BLVD. ANDl itJ_ STORM DRAIN PIPE
/ TC=27.22 / TC=z�6.6 \ ANY ADDITIONAL AREA ABSOLUTELY NECESSARY IN ORDER TO INSTALL STORM DRAINy_i� '- y_i
✓ \\ (PRIVATE-ONE WAY) gyp, INV=19.89 INV=19�38 AND SANITARY SEWER IN THIS AREA. ONCE STORM DRAIN AND INLET & OUTLET "2ti. • '-
\\ COMMON AREA \k \� PROTECTION ARE INSTALLED THEN LOTS LOCATED IN THIS PHASE MAY BE CLEARED AND • ' _L i� i`a a ® STORM DRAIN CATCH BASIN
GRADED TO DIRECT RUNOFF TO CATCH BASINS. . ..
`-^ �= _ 11 ,677t S Ft. C'0 �k 8) CLEAR KellyAnn Lane R/W FROM RETENTION POND NORTH TO LANDING BLVD. AND STAKE FRAME
\\\ TC Z6.O2 SDIMH-1 2.1 '\ Q 15=' RCP \� \\ \ ANY ADDITIONAL AREA ABSOLUTELY NECESSARY IN ORDER TO INSTALL STORM DRAIN ® INLET PROTECTION
AND SANITARY SEWER IN THIS AREA. ONCE STORM DRAIN AND INLET PROTECTION ARE
Q TOP=27.31 1 " C ��'\ INSTALLED THEN LOTS LOCATED IN THIS PHASE MAY BE CLEARED AND GRADED TO
INV=22.0 26, �� 7 DIRECT RUNOFF TO CATCH BASINS. - FIRE HYDRANT (F/H)
INV=19.97 rL 43 / C) CLEAR DanaLeigh Court R/W AND ANY ADDITIONAL AREA ABSOLUTELY NECESSARY IN
J. 0 \\ OTTOM=1897 � ORDER TO INSTALL STORM DRAIN AND SANITARY SEWER IN THIS AREA, ONCE STORM FABRIC T L- GATE VALVE (G.V.)
.C� � T .
- LO 2 CB-27 \\\ DRAIN AND INLET PROTECTION ARE INSTALLED THEN LOTS LOCATED IN THIS PHASE MAY
\/ BE CLEARED AND GRADED TO DIRECT RUNOFF TO CATCH BASINS.
7� Q TC=26.63 I� f WATER METER (W.M.)
�Y.....
'. , ;\I O\\� TC_ 6 02 �G INV=20.62 \k\ NOTE: WATER MAY BE INSTALLED DURING EACH PHASE OR AFTER ENTIRE SITE IS CLEARED. GRILL BASIN PR❑TECTI❑N -�=- -.
�� _ o � o LOT-12 � ��� SD 13-05 1' M�" CLEAN OUT (C.O.)
NV
- 1 27 NOT TO scalE Fro 0 0 0 0 o O o CONSTRUCTION ENTRANCE
TCC2-33 6.31 LOT-11
\VA' INV=20.21 ��0 Si FENCE � Sx'' 0 9L OFF-SITE STORMWATER��F FLOW DIRECTION
\\ L.,OT-1 MOUND �/ '__ �UND MOUN Q� 9 ( RIGHT OF WAY VADTH 3W
L , . ��
11' 1V &5'
OT-10 LOT 13
CB-34 i(TOTG 5' S�wux .5' ASPHALT NOTES:
1. LIMITS OF DISTURBANCE IS APPROX. 22.70 AC.
_ _ \ 4.5' 2. CENTIPEDE SOD TO BE PLANTED ON SLOPES OF PONDS. PICKEREL WEED, DUCK POTATO,
TYPE ON* CURB BLUE FLAG IRIS, OR CATTIALS TO BE PLANTED ON BOTTOM OF RETENTION POND.
___ '- ,' SIDEWALK 3. IF THE BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION, CLEAN -
�� � \�V LOT-14 /�� ��� MARL BASE OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A DETENTION POND.
LOT-9 ' - ��O < ` �� 4. ALL WATER THAT DRAINS OFF IMPERVIOUS SRFACES WILL BE DIRECTED INTO STORMWATER
MOUND ' /� A \ TYPE CU SYSTEM, BY EITHER RAISING AND SLOPING LOTS TOWARD THE STREET, PIPING TOWARDS THE
i ��'�� _ fk C1 •� . Nlmm STREET OR GUTTERING HOUSES AND SPILLING WATER INTO FRONT YARDS THAT DRAIN
30� , T�AV �� A� .� TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED TO THE PONDS).
J' �V ,� KellyAnn Lane & Mec�Elizabeth Tfall ROAD SECTION DETAIL 5. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT.
' - - - �� 24 BACK TO BACK 2O PAWEMENT' SECTION 6. BUILDINGS AND LOTS TO DRAIN TO THE STREETS IN FRONT OF ITS SELF.
I `� BUNKER \ CB-25 '2 \ UFFER ` 7. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS TO BE 10' BETWEEN EDGE OF
j ! �, i BUNKER . C=26.72 NOT TO SCALE PIPES.
5' SIDEWALK i ; \� �Q" �- � �oA� 8. A 12 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
INV=20.50 SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
1 9. VERTICAL SEPARATION BETWEEN WATER AND SEWER;
LOT 15 �, � ��� �_� PoGHT OF AY N1D1N 20' WATER OVER SEWER: >18' OR USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF CROSSING.
LIMITS OF DI UR ANCE \O 0 `' � SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF CROSSING.
\\ � , z �'� V- '� CB-24 V �\ 1.5 1.5 10. ALL WATER LINES TO BE 8' PVC WITH MINIMUM 3' COVER. ALL GRAVITY SANITARY
GREEN TC-26.72 \ SEWER LINES TO BE 8' PVC WITH MINIMUM 3' COVER OR 8 DIP IF LESS THAN 3
� .(A.57 \ //��- 1 Y•1' 1/4":1' 1.5' ASPHALTT COVER.
1 S\ LOT-B . � I � � �"UI \ �"� ��A _.INV=19.O4 �' V 11. UPON COMPLETION OF ANY PHASE OF ACTIVITY DISTURBED AREAS WILL BE.SEEUED
\� �.�� I k \ WITHIN 21 DAYS OF NO CONSTRUCTION.
POND ��. �� 1 TYPE 'H' CURB 12. MINIMUM FINISHED FLOOR ELEVATION TO BE 28.0'.
��
' MARL BASE 13. A 10' NON PUBLIC UTILITY EASEMENT TO BE LOCATED ALONG ALL STREET R\W S.
VA j, 14. USE D.I.P ON 4' LINE INSIDE BYPASS OUTLET STRUCTURE.
`3Q _ V LOT 1E " A �� �' lY/ 15. PUMP IN BYPASS OUTLET STRUCTURE TO BE TSURUMI PUMP MODEL # TOS10OC42.2.
i TYPE 'H' W
PUMP ON ELEVATION IS 12.0 AND PUMP OFF ELEVATION IS 11.5.
M®m 16. GROUND WATER DRAINAGE DETAIL AND DESIGN BY THE CLARK GROUP. MALPASS
\ V� � -� J �� ' DanOLelgh Court ROAD SECTION DETAIL ENGINEERING, P.C. NOT RESPONSIBLE FOR DESIGN OF GROUND WATER DRAINAGE DETAIL
, , AND RELATED DRAIN TILE.
/�IC'� 6� . \� 19 BACK TO BACK(5 PAVEMENT SECTION) 17. A BENCHMARK IS TO BE PROVIDED TO DETERMINE THE SEDIMENT ACCUMULATION IN
Q\ Isolate Wetlands 1j k _ NOT TO SCALE THE RETENTION POND AND THE INFILTRATION BASIN.
9 J A �6 �� V� 18. CONTRACTOR TO ENSURE NO RUNOFF WILL SHEET FLOW DIRECTLY INTO RETENTION POND OR
Acres W �8v.
INFILTRATION BASIN.
EJCISTING 5S _ \ - \ / \ a \ 19. CLAY LINER TO HAVE A PERMEABILITY OF 1x10--5 cm sec.
v ��JC - � v LOT-17 p q 8 `� /
Rm=26.75 Coo 6 \s
Invertln=20.3/ POND _ _ �6,
EX15 TING 53MH lnvertOut=20J9 Av i��� _ \ B 6� CB-23 v�
R m=26.24 5helf=20.78 �� ��//T� ���� % TC=26.76 -' ���� �� A
Invert ln=2l. 18 V ��� �O :� , �� < -�.�Bricklanding Plantation �\ �' ENV=20.40 �i tii��
Invert In 21.23
Invertout=2l. I4 Fairway #6LOT-18, 0� O�� v z• GAP
Shelf=2I.77 MC 18, PG. 516 TOP ELEVATION = 29.5
vA \�
0 9
Y PERFORATED PVC PIPE
/ 1XI
A
11-01
-
.5 TYPE SF9.5A ASPHALT
LOT-1
M ND o LOT-4 6 ���� Existing
� .
r v� a" RCP
Top=26.08 BOTTOM 2' OF PIPE
'��, �30 p LIMITS OF, .�`��� in�=za.a1
11urLEr PIPE 9j TO BE SURROUNDED
_ \ BY FILTER FABRIC
COMPACTED B' CRUSHED STONE(ABC) '� V AA � DISTURB RBAN2E V 'C
EARTH "
-� RAP POND MOUND j
PLACE DIE LAYER ff FILTER S ��
VA BOTTOM ELEVATION = 25.5
FABRIC UNDER I& �• TYPE 'H' CURB AND GUTTER � � �
O - 1l
SD 7-04 Q1
NOT TO SCALE �� - v LOT-20 C�� A � A
v\�� v10r-45 � � � M❑NIT❑RING WELL DETAIL
Vk
�L
P NOT T❑ SCALE
Bricklandin v�---MOUND�� 6 O vv p CB-20�,
9 Plantation ` w
Windsong Villas X '\ S87'39' �� `> ,. U LOT-21N� '� o TC=26.60- S
F - �� r vv
1NITiFT PROEcTION MC. Z, PG. 45 ' �� ��' �' °VA INV=18.49 �� � TCHLINE SEE
NOT TO MATCHLINE SEE - _==1` s \ \�
SHEET 9 OF 13 coruTROL -��' \v �',, vv MOUND CB for- Existing
MOUND E 9 OF 13
_ ivv rr-�a an ��1e" RCP
�oPo STEEL OR WOOD POST GRAPHIC SCALE =HETTAGE
AND EROSION CONTROL PLAN DATE:
a 4-os
t` AT BRICK LANDING PLANTATION S(Ai F'
QJ9V FILTER FABRIC 50 0 25 50 100 200 1'=SO'
SD
6'-0'
NOTES: GROUND LINE c1 FILL SLOP _.... •• _..... .. . ,.,.. JCB
- BRUNSWICK COUNTY NORTH CAROLINA DRAWN:
FILTER FABRIC 1. FILTER FABRIC SHALL BE A MINIMUM OF 6' N IN FEET )
36' IN WIDTH AND SHALL BE FASTENED "��Soh ws �; CHECKED:
`o ADEQUATELY TO THE MARE AS DIRECTED I 1 111Ch = 50 fL F.t �.„:. .,_ ,, MALPASS ENGINEERING, P.C.
:•:
BY THE ENGINEER E 1134 SHIPYARD BOULEVARD JBM
2. STEEL POST SHALL BE 5' 0' IN HEIGHT y "�t"Mp' •+d�.,
1 NEYISED 7o ADD CONSIRUGRION ENTRANCE AND SILT FFNCE 1-1z-as r °' TmbNG1'ON, NORTH CAROLINA 21141E PROJECT NO:
6' MIN �v AND BE OF SELF FASTENER ANGLE �_ 'G -J �O 910-�-�9 103
STEEL TYPE a �.
1.. z RENsm roe NCDENR-Eos To ADD caJrsJRucrroN SEQUEN s-zo-oe Faz 910-9Y2-15M
3. WOOD POSTS SHALL BE A MINIMUM OF 6' o.l I 3 eEWSm PER McoERR-wq. �25-0e
IN HEIGHT AND 3' OR MORE IN DIAMETER 0 4 REASm To ADD FLOW ARROW To LEGEND 3 ADJUST LIMITS OF DISTURBANCE ACAAaE N MGM 01. 1-29-07 t ' 1
MARE FABRIC SHALL BE FASTENED TO WOODEN 3 5 REVISED TO ADD AWf9TOWNG WELL OETNL 2-2U-07 OW . DAW GROUP INC. m
POSTZ;AILI�GOT LESS THAN /F9 MARE STAPLES .O. BOX 1571
s PEMSFD To Aausr Lor NUMBFJtS. 2-z7-07 '1 i P�CHRBMIIIi REACH, NORTH CAR012U 26M
COARSE AGGREGATE CHOR FILTER FABRIC SKIRT REV NO. DEsanPRIDN apE 1H� 010-4u-1919
AS DIRECTED BY THE ENGINEER REVISIONS rAz 919-468-7459
TEMPL7RARY GRAVEL CL7NSTRUCTION ENTRANCE/EXIT GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE NOT TO SCALE APPROVED
GJ\AutoCAD\2005\103\bricktoLncling(3-15-06).clwg NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF VA TER QUALITY

Intation V VOA �0 CB-2�
Ilas V � ' � ;\ , S87`39 �� �3� � G �� \ o �I TC=28.6
� , I N N �� LOT-21
45 MATCHLINE SEE - �_ = _ r` '� s° INV=18.49 TCHLINE SEE LIA11T �
TURB S F S 0� v1WATER DRA 1 / G
SHEET 8 OF 13 CONTROL
/. '� �� � O>> � °vvMOUND CB-21 r'� LOT- 4 V'1E8"RCP � � E 8 OF 1 3 ANC
NC
CORNET - � o TC=2 uo �� yap 2s-4 S H-3 `._ SIFT--F
� �✓ v INV`20.17 « �m z W1=18
�� TOP 6.50
\�w`��-MOUND -18'
SDMH-2 � ��- ., V=1 .
i L=2
LIMITS OF DISTURBANCE TOP=27.0 „
LOT-22 �� T=1 . SILT FENC CuL
�Z-9R61c(�
�P ^ \ 0\ \�1 �` \\ INV=11.77
CART PATH �- v ra vv
SILT FENCE \� SOT- 38 �/ �w -
\So
�, ti� D 5IN
�
APPROX. 9' WIDE O FISTING 55 H `� ��jAv �� =27.25
EXISTING CART PATH �� .; /-��� �: �;' "E'� LIMITS OF
�/ . LOT-20 i., : ��� 2m=27.2
(WIDTH V IESr i Invert(n=IB. I DISTURBANCE \ v o g �., v S ti
' 0��� InveroB. l z2s '� v� 5' SIDEVNALK Leo '' V 60 �14
Shelf=lB: LOT-37 I� �� A vv AO V� Tb I .
i A teav ��� ��QS �; 3 °� LOT-23 V O \,o �`� =10 N C,o O S
LOL19 9- �,
� O
Isolated \ o000
/ � �A � s � OFF '� �` Wetlands �s �\ o°off �� �� L SDMH-6 7
�� 04 Acr �: U � 60- EXISTING TOP=2 5
LI n i ,�' . �` - .89
MIT OF IN
.� R C Q 18"
�, �_, �� v DISTURB
2VLOT-18 LOT-1 ��9� = 3 �`�� vv A E LO ,24• �� �'p F C' �'o Top= 81
! ,, - Inv=26.9 �O' ` V ��� i O AO � ��p: ��S Inv 1 .14
d ) ry CB-18 \ �� LOT-36 PTO �� . 6� �c�wLQ; T� � S�
` G S7 <o F ti� V. ` -�' DRAIN TILE
i
TC=26.82 � � °� `� � �� � �B-2�i
o v ;v �� TC=26�62 \ '� `S' 0 �� ��
INV-20.73 \ �� of CB-1 r' L ti SEE GRO
C v LOT J �:�. C� �� c
3 - �„ , J � � INV=20.66 �' p A s
V CB-19 r, u GOoo� CB-13 ` -;. TC=26.62 (�� �� z AT RAINAGE
TC_26.82 �, i' POND ` INV(IN)=1a.06 c" � . AIL
v C=26.22 � ,'�1
7 oa .�INV=22.0 NV=20.62 INV(OUT)=15.50
'LOT
LOT-17 LOT-25 \ \
\,
CP o
5' SIDEWALK LOP,7J N „
� �!• �� Exis tin C -f
TEE B0 , v Rim=zs.e �'o CB-12
-A 06 nv In=22. 3 TC=26.2
LOT 3 Existing C1 INV=19 c�`�� Inv. Out= 2.25 0' .1, A... � N�gY
v - 8 dr �a
Inv In=224 COMMON \� R� j \. oQ���t
�• Inv. Out=22.15 -
1 �ef� 5' SIDI;XALK
T
LOT-27 0 Electric
3 ,CB-3 3
Box
� LOT-33 C= 6.0" R 2
i 3'x96' RIP RAP
Pam' 2 2 P O• WV=18.30�
_ � ROCK SECTION;
INV=20.31 LOT-4 \ �" c^ G� � U a _� \`, � _ -'O � '0 TI-ucKNEss=2':
\\ BOTTOM=19.31
S 3 '
CB-14 1 '\ ��� � /I ����' ��I�,v' V �\ BERM
�T � � \p a /�� TOP OF ROCK TO
� be � �� - TC=26. ��� � � � �� 7 � q\ S � � it � � �
,5 \ G \ LOT-,39 � _ � T 1 . ��� /� � 4' PVC PIPE BE AT ELEVATION 27.5
�o INV= 47.54' 0,
10 ;� � � II a �� FBYPASS ROM PUMP IN
� OUTLET
1,7 STRUCTURE;
\ wv=2a.o
- 30 RP
-- 5 TC=26.83 l, v LOT-4 o�T o� i u CB-5
v LOT- / T ��
\ iINV=21.77 6, � \ �0 - `�� `�\ o�\ \�,x � ..� o �u TC=26.50 �60" RCP BERM Bricklanding Plantation
6, o, a\ x n II INV=21.0 5 Lake Forest Section 2
\ v LOT-1 0 FXISTING SSMH _--� �o'
�� �\ Rim=27.57 \� s� ..���6 � ��� CB-4 � MC. S, PG. 64
Invert In=17.34 LOT-31 _ ' � P =26.50
�\ InvertOut=l7.30 SILT FENCE n v Shelf=/7.78 \ A
IN 18.40
Existin
Rim=2532 cp,LOT- OT-6
Inv In=27.82 LOT-28 1t
V,,
Out=20.94 v _
V� V PROPOSED
\
�
' TING CARTrA LOT-41 EXISRELOCATED
NTH WIDTH VARIES
EASEMENT wo 0 CB�11 LOT-30 CB-8 ( )
v - 9_v C=26.33 ME
�p v A A TC=26.32
I ,� \ n \ ✓ \ INV=20.7$ r INV=20.8 SDMH 1 _
LOT-12 0 vvv vv I'Cp a< EZC / ^� ar T.OP=26.60
\ _ � % LOT-4 6. 54 RCP RCP
y \ A LOT-7 z�. %
CB-16 CB 10 I `GREEN #6 BUN ER
�; ZL TC 6.33 -- - --- - `
r TC=27.30 I =18 89 48" RCP S89°5 '3 6 '0't COMMON AREA
a v INV=22.63 �7 90 OQ 130.05' (TOTAL) �� 1 `
�I \ ��� CB-9 41. E 1
TC=26.73
i
2 �� CB-7 CB-6 -
��0 ♦ INV=18.8 /
v ;LOT-11 7 o ov TC=26.32 TC=26.55
CB-1 y cP� LOT-43 INV=18.64 INV=18.58
TC=2 0 A ��X LIMITS OF
�.
INV- 3.35 9 �� DISTURBANCE - o
/ .L �J O- LOT-8 _
GG _
dDf ,
�s 407_7p ; S48`2 '41 "E
� Z x' 30.4 _ Bricklanding Plantation
Fairway5
�v Bricklanding Plantation MC 18, PG#516
vv LOT-9 Overbrook Phase I
��° 30.0 EAS ENT MC R, PG. 112 �
Bricklanding Plantation %o
Fairway #7 \ �L EXISTING SSMH
MC 18, PG. 516 \ \� 1Zm=26.74
SILT FENCE TREEL
Invertln=15.66
i� InvertOut=15.62
3helf=16.09
6 PVC=15.74
�O
MOUND / \ OUNC
GRAPHIC SCALE FHE
ER ec SEDIMENT AND EROSION CONTROL PLAN 4 a-os
50 0 25 50 100 200 OTTAGES AT BRICK LANDING PLANTATION �:
EXISTING GRADE 1"=50'
PROPERTY LINE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA DRAWN:
JCB
IN FEET 3' 1 inch 50 , ft S`�. ' h* [UALPASS ENGINEERING, P.C. cHEJBM:
1134 SHIPYARD BOULEVARD
3 1 REVISED TO ADD sir FCNcc h12_05 TH"GO CN N CASOIIIL 28412 PROJECT No:
�• r2s-oe ✓� f� - 103
2 REVISED PER NCDEMR-DWO.
� Fax i10�9i8-6809
5 REVISED ro ADD FLOW ARROWS. BERM. SM DETAJ• a ADJUST LOGT" OF STORMMT R OUWALL 1-29-07
w 2-2o-07 - RFD Q 4 BASIN. • �q" Owns: 1LVY GROUP
0.5' caNSTffiQOH INC. SHEET N0: J
5 REVISED TOADN BERS SF LOT NUM 2-27-07 y, Q P.O. BOX 1571
BERM DETAIL FROM: 910-4W-11ing
NOT TO SCALE Rd RD REVISIONS S "°` ' „e FAX: 910- U-7469 OE: 13
nsn
A.
GI\A u t o CA D\2005\103\brit kt o.n ding(3-15-06).d w g
APPROVEDI-RFCFi' r K ..
f
NORTH CAROLINA ENVIRONMENTAL I I FEB 2 7
MANAGEMENT COMMISSION 1
DIVISION OF WATER QUALITY :�>:I--

1
I I EGENn
INDEX
LIMITS OF DISTURBANCE
1 COVER SHEET o-a-o-o- SILT FENCE
2 PLAN PROFILE SHEET STORM DRAIN PIPE
3 PLAN PROFILE SHEET Full STORM DRAIN CATCH BASIN
4 PLAN PROFILE SHEET
5 PLAN PROFILE SHEET INLET PROTECTION
\ THE COTTAGES 6 SEWER DETAIL SHEET , FIRE HYDRANT .V.)
1 s
7 WATER DETAIL SHEET � GATE VALVE (G.V.) NC l79 SITE �/g
C �lghway ' ro� El WATER METER (W.MJ
6IS Public 77.5s'28"E 28 A T O CLEAN OUT (C.O.) A
h
25.42' \
N81'5932^E 1't0.61' TOTAL 133 SBJ
BR CIS LANDING PLANTAT Off � °
N 9'09"E z
3.g6 TOTAL
\�
LGTia4 LOT-5 VICINITY MAP
I, H-26 TC=226.50
\ HOT TO SCALE
TOP 7.0 NV=25 LOT-6
2
T 3 NV 36 u CB-29 �6\
✓� �aa TC-26.50 GOT- �' �� NOTES:
INV=22.50 1. LIMITS OF DISTURBANCE IS APPROX. 22.51 AC.
DuncLeigh Court nQ CB-28
(p 1! No ROAD 20.0 R/W TC-27.22 TC-V= .6 \ SOD TO BE PLANTED ON SLOPES OF PONDS.
2. MUHLENBERGIA CAPILLARUS(%NK MUHLY) & SPARTINA BAKERI(COROGRASS OR CENTIPEDE
(PRIVATE-ONE WAY) INV-19.8 IN1 38 3. IF THE BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION, CLEAN
11,677t fit. R� \
CB-31 ,(Jy\
TC=26.02 SDI -1 '1. 5 \�"� �• OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A DETENTION POND.
4. ALL WATER THAT DRAINS OFF IMPERVIOUS SRFACES WILL BE DIRECTED INTO STORMWATER
TOP=27. SYSTEM, BY EITHER RAISING AND SLOPING LOTS TOWARD THE STREET, PIPING TOWARDS THE
INV=2Y.0
�J STREET OR GUTTERING HOUSES AND SPILLING WATER INTO FRONT YARDS THAT DRAIN
GOT-2 OTTOM=18.87 / CB-27 •(A TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED TO THE PONDS).
a 7S. >X na SS516 27.24 TC=26.63 X�
T0.�4�02 I IN)=2230 INV-20.62 5. ENERGY DISSID LOTS TO HAVE FILTER FABRIC UNDERLAYMENT.
w iN 21.2 IM4(OUY)=2-30 H- T f2 \ \ 6. BUILDINGS AND LOTS TO DRAIN TO THE STREETS IN FRONT OF ITS SELF.
v 7. ARMOUR EMERGENCY SPILLWAY WITH RIP RAP.
CB-33 COT-11 SSMH- .75 �N-'�2 8. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS TO BE 10' BETWEEN EDGE OF
TC-26.31 SSMH- INV(IN)-2273 Fop.2�6,jg\ PIPES.
n \INV-20.21 'V TOP-2725 IN OUT)=2263 „'•'sZJ'Og " 9. A 12 IN. VERTICAL SEPARATION SHALL PIPE
PROVIDED BETWEEN STORM SEWER AND
w SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
T-1 IN NIX7»= 1 83 MOUN 11° ND M' 7NV(OU7)e2299 ° 10. VERTICAL SEPARATION BETWEEN WATER AND SEWER;
S t26 js WATER OVER SEWER: >18' OR USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF CROSSING.
e' TER MAI - LOT-10 , �s135.• (i TA COT-13 \ SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF CROSSING.
TC-26.5 "'z. 8.2 z `\ 11. ALL WATER LINES TO BE 8' PVC WITH MINIMUM 3' COVER. ALL GRAVITY SANITARY
INV-20.33
- A ROX. LOCATION OF \\\ 3i \ o ' SIDEWALK
EXIS G B' WATER MAIN COT-9 �29 � \\;-"' LOT-14 y SEWER LINES TO BE 8' PVC WITH MINIMUM 3' COVER OR 8 DIP IF LESS THAN 3
V MOUND ez�J 'h`'�o�_ � e SSMH-21 COVER.
12. UPON COMPLETION OF ANY PHASE OF ACTIVITY DISTURBED AREAS WILL BE SEEDED
TOP=26 97 WITHIN 21 DAYS OF NO CONSTRUCTION.
32 UNK 1 �• INV=24.07 CB-25 s a 1 . ' UFFER
SSMH-27 5 SIDEWALK /n > J� �32 BUNKER• pT =48.74 �S 13. MINIMUM FINISHED FLOOR ELEVATION TO BE
TOPSMH-27 �� y. Il(V=26.72 `g\ 14. A 10' NON PUBLIC UTILITY EASEMENT TO BE LOCATED ALONG ALL STREET R\W 5.
50
LOT-15 CB-24 2
IN V(I T)=20.72 3'`�/ S
� � z i
1 GREEN"� TC=26.72 r WETLAND AREA
' LOT- NV=19.04� i POND 5,144i Sq/Ft
a
LOT-2
� 16
2734 1
(Z >�27.34 C1
Cg5nN6
rxi5nH65sNn lnk,s m=zo.3/ {�•�p POND e q, �. / � en
W -Z6.Z4
Irnat m-zl.le
s/=r_zo.7e o; 129
.ti an ��VH
�o. 20 andlnq Plantation
lures In-zl.z3 ��9&�a=v Fak 6
lmntPR�2l.14 \ y .n
_zl.n �\ MC 1A wa PG/8 51g
TOP=28.95 g
S• �� 23.78 /
ma's 30 32. ) LOT- /
`J NO LOT-47 Ir RM ��
zs \ 3j 30 in0-21 0' DRAINAGE h
\ POND ` 4- t\ \ OUND `� / UTILITY EASEMENT
LT-20BrIddan
OUND Cl
Windsoonng Villas Plantationo Se 39, z�--zs z w N Jp h �. N LOT-21 TC-26.6
MC. Z. PG. 45 -� " a' INV-18.49 \ TCH E SEE / .sue
SHEET INE SEE 6` / R DRAINAGE PIPE
CONTRACTOR ro SAW CUT OUND CB-21
SHEET coNTROL s REPAnt 81REIoT %„ G. �= tor-� I 26 2 m m
CORN APPROX." \-' 289�. / I mime 17 B _ g' WATER
'y
. •, J4, LOCATION OF ��
CART PATH Sa / �,/.• \2 EXISTING W ,.MNN � > LOT-22 \ 26 /
0 SJS•/ • LOT- $ m .� p SHAH-18 / 26 S 9 T
1; � F \ on -s; �II D�
V(IN)-2238 "r ,z'`q ti
299 T)=222
�5• .� a 9\B a ,\ ,o s _ le. 38 LOT-J7 � ze � ` 5 510 ALK � g°ry � \ � �{ 1� T YG l D A
GOT-23
19 ze Ss. ! lNVa7 39 -26.9g
IN)=19.23
y COT-1 LOT-1 T OUT)-19.13
8 N e
TOp�N�S 4 P J LOT-24 T 2781
Inv=2 21.14
, CB-18
� \ 701 LOT-J6 1pTq - R TION ON
V •yYgO / ..ps & INV=: t.oa)IOH, c LOT3 TCr2& I N INVW(IN)-11C B5O-0B1
-19 INV-20.66 = 6.62
m \ _13
.22
INV-22-07 V=20.62
LOT-17
_ 1. ACRES
A
N 1 V( n=
LOT-15 \
5' 9DEWAUC .��5, ${+-• c^ 4 6 CO3 SEWER MAI
CB-12
2Gy IN ?N�4 m.x- T TC-26.2
1N�Q[,/v n LOT- _m.�m20zai S Wo INV-19 •0, r �'\�� \� , \IN TDP-2708
m w T�a1B.1? xi..ao-a./s AR64 ^1 z� Sp9 z .�.'S IuaialN).20.78
(1� 40T_76
r TOP-28.82 30' RCP �m, a• OT'Icy LOT-33 zj I�1 � a'(
?yam a INV-20.31 LOT-4 '`r" fl' 20 SEWER IN �O• WV=18.3 ,g
- BOTTOM-1 � SSMq T. -15 16
22_ 9.31 v CB-14 7 OT �A TOP-
zi �/t LOT 15 �o<ee vs WV-8. pR OT-J9 INI a 7 ,! 4754' �� INA1N 20.18 556
NV( =zo.os
i CB-15 30' R COT-32
/
LOT-40 �N�1 !T k e N CB-5 70P=28.78
INV=21.77 GOT- ly I 9� o TC=26.50 O• RCP V( ) BrlddondMq Plantation
�� TC=26.93 y6. OT � � � w`o IN IN =20.47
m p 8' WATER MAIN �N)$1781 / a INV-21.0 INV(Wn-20.37 Ldu Forest Section 2
�'� _ L Tl o ensnl/e ssnm SOU r -.
I2s 4 i �,� _4 MG S. PG 84
26.50
'. ��} '• i ax-i73o \ LOT-3I 11 OP-26. ,�6�P' IN 18.40
Existing O/ -T1 El w sn.x=n.ze TOP .55 IN IN .70
L T 28 hk4;L
Rim=25.32 _ LO -1J �'' a+, INV(I 8.2E _ JN n=19.So 7
in 1n=27.8 m. LOT-6 N c� ry NV( 18.11 T -"2 "9 LOT-28
hK Oot­�20.94 1 .' \\\\ PROPOSED n SSMH-13 zv
N I IN)-18 , \
� RELOCATED (. wo LOT-41 I V(OUn=18.42 TOP-28.
EASEMENT p r gy�R MAM C 11 LOT-30 Cg_g INV(IN ..28
TC-28.32 1 T)-19.1
GK LOCATIW of INV:20. u _ V- 0. ,a SDM 1
�� LOT-12 •�'�+ Eb511NG a' TER MAIN F/H i IT 28.8\ 8• WATER MAI i
8' SEWER MAIN COT-4 6. I =18.50
LOT-7 z DOG HOUSE -
aI \' SSMH-t 0 33OiE0!!
TC=27.30 - 41 TOP=27.65 ITC=18.ge 48" RCP o S89'5 '37' t COMMON AREA
WV(Ip 2738 INV-2283 . 1• INV(IN)=18.63 CB-9 E 120� 130.05' (TOTAL)
7J IN )m1709 NV(OUn=13. TC-26.73
YOUj58 YZ"1^
n¢1 row INV=18.8 N1 CB-7 CB-6
LO7,-17 n p 'O g' WATER MAIN TC=26.32 TC-26.55
ze 21 7C-2-1 gS. COT-•L7 INV 1&64 INV-18.58 '/�� \1 '1 �� CFllvZ�
F
' zip INV 35 LOT-8 APR 2 6 2006
3 d2. ,A a -�
IN e275j
1ry�W
\ s 4or_1p -1715 / 5482 a1
28 30.4
c, ' andhq Plantation , +a BY: _---
Fairway r5
Brlddanding Plantation MC 18, PG. s18
LOT-9
•Briddandinq Plantation cn�l 30.0 EAS EN MCP,PG. 112
Phase
Fairway /7 rx[snH6s t�
MC 18, PG. 516 ,vd znr-z6.24 _-. TREEUNE
ti� eHln=15.66 \� ` GRAPHIC SCALE D ' .9 �3 27-06
ra�na f Area IotaP
5�06ryN 5PV6_/5.74 100 0 50 100 200 400 THE COTTAGES AT BRICK LANDING PLANTATION S/eIF•
1"=100'
MOUN� \ SHALLOTTE TOWNSHIP BRUNSWICK COUNTY NORTH CAROUNA DRAWN:
\ JCB
mdInqq ( IN FEET CHECKED:)
�� �zs �Owrbrook%Plante I �t�� QC n 37 1 inch = 100 ft. gj '�'a - ��i�'134 SBIPYAI� H(1DIdVARD P•�• JBM
MC Rr M 112 � � ez T �1..` 11II][QNGTON, NOATA CAROLINA 28412 PROJECT NO:
MOUND 3t �(I , Pez 910_992-6209 103
5 w
/ a(, MOUND `Lo 5�-32\ Owaar.C CROUP CONBIR[fCf10x INC. SHEET NO:P.O.P.O. BOX 1671
Trxlc,arsvnia BaAGx. xoara cexoTnRs 28490
ATE 9°
REV N0 FA 9� -452-745 OR
REVISIONS
G,\AutoC AD\2005\103\brick(D.nding(3-15-06),dwg

�/ \�/ Temporary Seedino
1 \I TAB p \ 7 I I I I� / I Speci
fications fica #6.10 - Specifications
the
30'
\ 'I E RlC O FT0 / �I �l North(Specifications are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
E SPRE K'NS SpA 0� I 1 North Carolina)
( 1 A AM �L R 9 ��j 9 Table 6.10n - Temporary Seeding Recommendations
LA R Ii S E �__� for Late Winter and Early Spring 30' MIN. C- �clr'311E5�' I NSTA 30 OF ST Seeding Mixture TSURUMI PUMP DIMENSIONS
CON E LEVE ONE N 4 < y Species Rate <Lb/acre) CROSS SECTION CUTTER-TYPE-SEWAGE&WASTEWATER PUMPS
\ 0 p Rye (grain) 120
_j FL0 07ERSpRE RP UP 3 X50' �` Annual lespedeza (Kobe in
\ OM 6 END(l�U[� GETA TI Piedmont and Coastal Plain,
_/ CF�I a Korean In Mountains) 50
\j IP � E DETAIL) s a=7.ss TOP asao D� �P TOS100C42.2
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
NV=&0
o I ° J Seeding dotes EL=7.66 EL=7. ® m o TOS100C43.7
/ Mountains - Above 2500 ft- Feb. 15-May 15 SLOPE=0.325 O b
�-- Below 2500 ft, Feb. I-May 1
S� 4� Piedmont - Jan. I-May 1 RIP RAP OUTLET � VE�A� FILTER 00 G O N
11'W1 7.5 SDMH-7 s\ ---- Coastal Plain - Dec. I-Apr. 15
60" CP rY2_ 0' W =1 5 -� Solt amendments - Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone PROTECTION 3 FT WIDE STRIP OF FILTER
7 and 750 lb/acre 10-10-10 fertilizer, LEVEL SPREADER UP FABRIC WITH 4" LAYER OF
& CONCRETE FOOTER 7 STONE PLACED ON TOP
26 ' INV=8.21 �-� Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or n mulch anchoringtool �
W F S. 5 \ A disk with blades set nearly straight can be used as a mulch anchoring tool. (SEE DETAIL) 61/2 I_ At A2 _I
d INV=8. T 8- Maintenance - Refertilize If growth Is not fully adequate. Reseed, refertlUze and mulch Immediately following PROFl - N R OF VEGETATED FILTER (165) �I
° •, erosion or other damage.
aro °°° T 2 R 5 I VEGETATED FILTER DETAIL 11 5/16 10518 A
00 V� GE �� Table 6.I0b Temporary seeding Recommendations for Summer NOT TO SCALE (288) (270)
1� A' RT Seeding mixture
°O /,V 8• 8 � German millet Rate4(0 acre) �0.5, 91/16
C17i
6 In the Piedmont and Mountains, n small-stemmed Sudangrass may be substituted at a rate of 50 lb/acre. 711116 FUrp f1 'i%i�V-1
o �
0� 3.34'
�� A�� / � MountSeedinains - May IS-Aug. 15 �dates
0.5, (195)� ��o � CN
`n n� (�eleJ,IhOl
� [ p �� ���� Piedmont - May 1-Aug. IS ��
Coastal Plain - Apr, 15-Aug. 15 ��
r �GQ 0.5' ' 1.5' �-- Bolts & Nuts T
S H \ �� Soil amendments - Follow recommendations of soft tests or apply 2,000 lb/acre ground agricultural limestone 2-M10X40L
and 750 lb/acre 10-10-10 fertilizer.
/ C2 TOP=15.50 77 Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. _ 23/8 A3
QJ A disk with blades set nearly straight can be used as a mulch anchoring tool. LEVEL SPREADER LIP & 3 1/8 �- -�'
- Maintenance - Refertilize if growth Is not fully adequate. Reseed, refertilize and mulch Immediately following ��"""�--- (60)
erosion or other damage. CONCRETE FOOTER DETAIL (80)
m g '
Not TO SCALE 32A-SGPW C.WL.
1 Table 6.10c Temporary Seeding Recommendations for Fait - (Option) =
' Seeding mixture
Species Rate ab/acre) 4"JIS10K (150PSI) Flange
I, Rye (grain) 120 with
30' / TS OF '�! Seeding dates 4" NPT Companion Flange
DRAINAGE & D T Mountans - Aug. 15-Dec. 30
UTILITY EASEMENT URB N �- 1,, II Coastal Plain and Piedmont - Aug. 15-Dec. 30
Soil amendments - Follow soil tests or apply 2,000 tb/acre ground agricultural limestone and 1,000 lb/acre
10-10-10 Fertilizer, L.W.L.
/ Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring toot. o� .�.
A disk with blades set nearly straight can be used as a mulch anchoring toot.
Maintenance - Repair and refertilize damaged areas Immediately. Topdress with 50 lb/acre of nitrogen In N
l/ 97 March. If it Is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe
TM/ S F I (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. LIN ao'^
URBT S 0 HATER DR GE PIPE �- NI
A
NC
CENTIPEDE SOD TO BE
SItT FENC PLANTED ON SIDE SLOPES
0.5' THICK AND POND BOTTOM 916
W1 =18' OUTLET TOP OF BASIN 6 1 v1s 61i e 1 ,, Anchor Bolts (Option)
_18' N STRUCTURE NOTE: CLAY LINER TO BE 0.5 FT BELOW SIDE (170) 4-M16x12OL
48' RCP SLOPES AND BOTTOM OF POND. CLAY LINER (155) (40)
BYPASS PIPE INFILTRATION BASIN TO HAVE A PERMEABILITY OF 1x10^-5 cm/sec. 811/16 913/16
L-26' C TOP OF POND ( ) (250) C.W.L. :Continuous running Water Level
SILT FENC 12�9 � BorfoM OF BASIN 220
0.5� THICK WALL TOPSOIL (0.5 FT CENTIPEDE SOD TO BE
CVLV WITH WEIR OPENINGS ) PLANTED ON SIDE SLOPES DIMENSIONS:uscs Inch L.W.L. :Lowest running Water Level
MIN. THICKNESS
D -5 (SEE SECTION A-A DETAIL) 4' Model HP NOM. Pum &Motor C.W.L. L.W.L. Wt.
/ INV- 25 PICKEREL WEED, BLUE FLAG IRIS, 1 SIZE A A7 A2 2413H6 9/16 23 91r2 at
\ =27.25 �/a/ CATTAILS, OR DUCK POTATO TO BE H H2 wt wz lbs.
� A3 D D1 D2
TOS100C42.2 3 4" 19 1/16 73 6 1/16 105/8 13 1/16 6 7/16 6 9/16\ - � / PLANTED ON POND BOTTOM 'ti• I
�� LTOS100C437 5 4" 19 5116 13 6 5116 1Q = - - 7-:J;4 9b"� -
S 16 CLAY LINER (2 FT THICK) - _.� -- '
\..., WITH PERMEABILITY OF
S �P_ 6Q j �T `/'l/ 72" RCP 8.0, 72" RCP 1xt0^-5 cm/see / -
Q RETENTION POND j
=10• "1C',� Q� S BOTTOM OF POND
� � 0.5' THICK
G EXISTING SDMH-6 �� •0 OUTLETTTR RE
TOP=2 5 0.5 THICK WALL
�- IN _ gg WITH WEIR OPENING INFILTRATION BASIN & RETENTION POND CROSS SECTION RETENTION POND
18" RCP (SEE SECTION B-B DETAIL) NOT TO SCALE ELEV. (FT) AREA (so. Fr. INCREMENTAL CUMULATIVE
C �A Top= 81 12 11,788 0 0
VOLUME (CU. FT.) VOLUME (CU. FT.)
6' Permanent Seedino 13 13,487 12,627 12,627
I n U 1 .14 Specifications /6.11 - Specifications
TSURUMI PUMP 14 15.218 14,342 26,970
'l, (Specifictiona are as per the "Erosion and Sediment Control Planning and Design Manual" of the state of
/ MODEL # TOS100042.2 North Carolina) 15 17.041 16.129 43,099
SEE GROUND �_�-- Table 6.11p - Seeding No. 1CP for. Well-to Poorly Drained soils with Good Moisture Retention; Low 16 19,563 18,302 61,401
•� Q �� Maintenance 17 22.235 20,899 82.301
WATER D AGE BYPASS OUTLET STRUCTURE Seeding mixture 18 25,007 23,621 105,922
Species Rate (Ib/acre)
�ET�J PLAN VIEW DETAIL Tall a ola`Bahiagras 80
, 0 Zo au:8ss 29,327 ;s;s�
NOT TO SCALE Ser'cea lespedeza 30 21 33,812 32.303 193,986
Kobe lespedeza 10 2? 22 36,912 35.362 229.348
TRASH RACK O 23 40,099 38.505 267.854
Seeding Notes 'a>
BOLTED IN PLACE -TOP ELEV=25.50 -TOP ELEV=25.50 1. From Sept 1 - Mar. 1, use unscarified serice¢ seed NN 6' 24 43,371 41,734 309,589
72" RCP 4" OPENINGS 2. On poorly drained sites omit sericea and increase Kobe to 30 ib/ocre. 25 46.733 45.052 354,641
INV(IN)=14.0 3. Where a neat a 26 50.187 48.460 403,101
appearance is desired, omit sericea and Increase Kobe to 40 Ib/acre.
INV(OUT)=12.0 27 53.736 51.961 455,063
6" THICK Nurse plants �
TRASH OUTLET STRUCTURE Between Apr. 15 & Aug. 15, add 10 Ib/acre Germon millet or 15 Ib/acre Sudangrass. Prior to May 1 or after Ste.
RACK WEIR TRASH WEIR /!2 p Aug. 15, add 25 Ib/acre rye (grain). A�
WEIR RACK ELEV=19.40 TRASH Seeding dates z4• Q
LENGTH=1.7' RACK Early spring: Feb. 15 - Mar. 20 Feb.Best Possible
5 bleApr. 30 A �^, SF
48" RCP HEIGHT=0.25' 0 - WEIR #1 Fall; Sept 1 - Sept 30 Sept 1 - Oct 31 O�'OY /Q�
BYPASS PIPE - E WEIR ELEV=16.0 Soil omendments I lime and fertilizer according to soil tests, or apply 3,000-5,000 Ib acre
TSURUMI PUMP INV=12.0 ELEV=11.5 - Apply 9 PPY / ground
LENGTH=3' agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer.
MODEL # TOS100C42.2 LENGTH=6' BOTTOM ELEV=9.0 - HEIGHT=0.5' Mulch - Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
BOTTOM ELEV=9.0 - HEIGHT=0.5' tacking with asphalt netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
12" THICK nearly straight con be used as a mulch anchoring tool.
EXTENDED - Maintenance - if growth is less than fully adequate, refertlize in the second year, according to soil tests or
BASE SECTION B-B DETAIL SECTION A-A DETAIL topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture.
Reseed, fertilize, and mulch damaged areas immediately.
WEIR TRASH
NOT TO SCALE - NOT TO SCALE Table 6.11q - Seeding No. 2CP far: Well-to Poorly Drained soils with Good Moisture Retention; High
RACK 6" THICK BASE Maintenance
Seeding m'xture
SECTION C-C DETAIL LEGEND Species Rate (Ib/acre)
CLAY LINER Tall fescue (blend of two or
NOT TO SCALE three improved varieties) 200
PARCEL S.R. 1143 (7HICKNESS ES77MA MO AT 2 FEET) Rye (grain) 25
PARCEL EX/SANG BOUNDARY DITCH Seeding dates
30--BOUNDARY GROUND SURFACE GRAVEL PACK AROUND DRAIN 77LE Best: Sept 15 - Oct 15
D/TC Possible: Sept 1 - Oct 31 or Feb. 15 - Apr. 30
NO TES. Sol amendments - Apply lime and fertilizer according to soil tests. or apply 3,000-5,000 Ib/acre ground
agricultural limestone (use the lower rate on sandy soils) and 1.000 lb/acre 10-10-10 fertilizer.
1. PLASTIC LINER SPECIFIED FOR ENT/RE Mulch 1 4,000 lb acre rain straw or x - Apply / g equivalent cower of another suitable mulch. Anchor straw by
25 a TRENCH AROUND POND tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
t\ CL nearly straight can be used as a mulch anchoring tool.
Q p Maintenance - Fertilize according to sot tests or apply 40 lb/acre nitrogen in Jan. or Feb., 40 Ib in Sept..
QW O Lu and 40 lb in Nov., from a 12-4-8 • 16-4-8. or similar turf fertilizer. Avoid fertlizer applications during 3: 1 SIDE SLOPES
UQ p Q warn weather, as this incenses stand looses to disease. Reseed, fertilize. and mulch damaged areas INFILTRATION BASIN
?( immediately. Mow to a height of 2.5-3.5 inches as needed.
ELEV. AREA (S0. FT. IN TAL MULA VE
20 W b 2 U Q VOLUME (CU. FT.) VOLUME (CL FL)
Q m O Q � Table 6.11v - Seeding No. 7CP for. Grass-lined Channels; Coastal Plain. Lower Piedmont, and Dry Soils in the 27.5 5.628 0 0
a, O k 2 D; �, O Central Piedmont 28.5 6,599 6,113 6,113
, � LULi- �h p Seeding mixture 29.5 7,643 7.121 13,235
n O j N m O Species Rate (lb/one)
15 W ;
U ` �Q �i = Common Bertnudagrass 40-80 (1-2 lb/1,000 ft-2)
TOPSOIL (0.5 FT
W �� 2Ts Q W W MIN• THIC&ESS) j 2 SET AT APPROXIMATELY 0.22% GRADE seeding dates y
q � , W Coastal Plain: Apr. - Jul
Piedmont Apr. 15 - June 30
40" {NI DE TRENCH j "t h f Soil amendments - Apply lime and re 10 1 according to soil lash, or apply 3,000 Ib/acro ground RETENTION POND & INFILTRATION BASIN DETAIL
�---1 1 .- % j j j j % 1 TO CULVERT OUTLET agricultural limestone and r 0m matting,
1ohher a fertilizer.
Mulch - Use jute. excelsior matting, cr other effxtive channel lining material to cover the bottom of
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
slopes above this height, and in drainage, not requiring temporary linings, apply 4,000 lb/acre grain straw NET T� SCALE
and anchor straw by stapling netting over the top.
F�M 7 PLASTIC LINER TEE COUPLING Mulch and anchoring materials must not be allowed to wash down slopes where they can clog drainage
10 Mt[ TO DISCHARGE CULVERT devices, GRAPHIC SCALE' STORMWATER & SEDIMENT AND EROSION CONTROL PLAN DAB`
PLASTIC LINER Maintenance - A minimum of 3 weeks is required for establishment Inspect and repair mulch frequently. 4E--
GRAVEL PACK PLAS77C LINER
12' DIAMETER I' THICK AROUND Refertilize the following Apr. with 50 lb/acre nitrogen. 0 100 200 SCALE-
12' F•
DOUBLE WALLED, = - ENDRE DRAIN n[E 25 50THE COTTAGES AT BRICK LANDING PLANTATION
SMOOTH INTERIOR Refer to Appendix &02 for botanical nornes. . _ 1"=50'
DRAIN 7ILE 0 SHALLOTiE TOWNSHIP BRUNSYMCK COUNTY NORTH CAROUNA DRAWN:
0 20 40 60 80 100 120 140 160 180 200 220 240 260 JGB
1 inch O ) f1 ♦ t� tp) ' ' CHECKED:
A.`1 N�,,'', MALPASS ENGINEERING, P.C.
PLAsnc uNER J� • ,.
•�' 1134 SEWTAND BOULINARD JBM
EX1ENDs 1 FT Bfxow I REVSED w ADD SILT FENCE "° e'; W 1IIAQ14GTON, NORTH CANOISPTA EB418
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