SW8970515_Approved Plans_19970923

Location Map
SITE WORK NOTES:
NC 179 NC 179 & NC 904
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO 24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
z FIELD CONSTRUCTION: CONDITIONS. CONSTRUCT HIS WORK. AS SOON THEREAFTER AS POSSIBLE.
Live Oak Drive 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCOOT AND LOCAL RIGHT OF 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION_OF 25. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN
`14 WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS EXISTING UTILITIES DURING CONSTRUCTION. DURING CONSTRUCTION.
C° Bo -Tuck Road TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY 26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE, REMOVE
Dogwood Drive N 3. CLEARING AND GRUBBING: REMOVE ALL TREES STUMPS ROOTS NORRIS & WARD LAND SURVEYORS AND PROVIDED BY OWNER. ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. C)
Joe Brooks Road SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, u_j
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL � u
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE -
Magnolia Drive Brigadier Ave. '~
4. STRIPPING t BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OUT, t� u
Odell Street
WOOD LEAVES AND ANY OTHER UNSUITABLE MATERIAL. OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE � z .6
p , � AGENCIES AND AUTHORITIES. a O 3�__
X. Lula Street 5, MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND, EXISTING ;ID to
IQ? BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO > �
Salt Marsh Street ELEVATIONS WITH A` CLEAN SELECT -FILL COMPACTI2D AS SPECIFIED. NCDOT STANDARDS. C3 M/�
a Q ._____
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND r ��
81TE -_-__ REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL �
APPLICABLE LOCAL AND STATE CODES. REQUIREMENTS.
Bartlett .Lane
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
O Scale REQUIRED FROM OFF' SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED N C G S Mon. Seaside
N WITH BORROW _OPERATIONS, 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS^q
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK •...✓ `
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO CONDITION. _ �---� �'
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL Y 53416.497 Feet
WHEELED ROLLER TO COMPACT THE TOP 811 TO AT LEAST 98% OF MAXIMUM 18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR go
DENSITY AT OPTIMUM' MOISTURE CONTENT. ANY AREA WHICH PUMPS OR "RAM NECK°, INSTALL PER MANUFACTURER'S REQUIREMENTS. >- -.-->j
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, X = 2155735.935 Feet �
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, 19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT. MARKINGS. PAINT
SM OR SC. FILL -MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
EXCEED 811 DRY
COMPACTED
CTED AT LEAST WITH THE O THE
EI2 INCHES OFROCTOR FACTORY MIXED, QUICK DRYING, NON -BLEEDING, NAD 8. 0
y MAXIMUM D DENSITY ► ),
SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM 20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED 3 HORIZONTAL.
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE 21. ALL DISTURBED AREAS SHALL Be GRASSED WITHIN 30 DAYS OF = i
MATERIAL IS TOO Dt;Y TO COMPACT TO THE REQUIRED DENSITY EACH LAYER DISTURBANCE.
2�
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS, IF
z THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL Be 22, ALL EROSION SHALL Be CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT PROJECT IS COMPLETED.
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE ILL DRAI READILY AT ALL 23, MORE STRINGENT MEASURES SHALL Be USED TO HALT EROSION IF THOSE �'
TIMES. SHOWN ON THIS PLAN ARE NOT EFFECTIVE, +--�
t
-\z
SALT MARSH STREET L�....i
J,•-7 1 I 1 1 I i i 1 I + +
t i
SALT MARSH COVE
1 1 I I I i I i
4 / 1 i I I I I 1 I 1 ! ,
MC, 1 PG. 154
t I I I 1 ,
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1� t CATCH BASIN w/ 1 BAFFLE WALL (SEEi DETAIL) i i i ° i ; c3,Li
TOP GRATE 15.40; INV IN - 12.50 I I I I I I w M N
w Ir WEIR HEIGHT a` 1Q.O BASED N I IELD OBSERVATIO +S
INV $.0 (TO . INFtILTRATION AREA] I I 1 0 1 1 1 + + ^ v, I
J NO WELLS HAVE BEEN LOCATED
Q t INV -;'8.5 (TO' BYIPASS� I 1 + WITHIN 1001 OP THE. PROJECT 1 1 + + 1 +
0
PROPERTY (LINE. n
1 11 11 11 <t C�
� -_ _ • �� a ,i. r ,1 6 hc6 x2 TEE I 1 I .. 1 _ 1 t i 1 : i i , EXISTING _ 6 WATERLINE. � -7 w
011 - i i :: ; .. � COORDINATE w/ TOWN �-
> -• _ ' : �ee�Fn+ee ee.rrre� },vrl�i a i i e ee a ae eerre _.�ee.r..®e�_� •.., -, OF SUNSET BEACH FOR
ll:... - a •1 <.t:• ia' CONNECTION AND LOCATION
nC� __ , , , , :, ,< ; .. .:-,r rs, •, t -t PUMP TANK
''
_ (TYPICAL) .,
' INFORMATION:
.� f z. 1 r -:---- ---.-- �� �:.__� I O O ¢ ...
O ; ,✓� r O REPAIR
. r , --- i SEPTIC TANK m :'
FIELD
_, , ; :✓. 1 1 1, : 1 AEA #
,TYPICAL_)
-_
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till
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AU Wtl! I13 i_ E ~ F
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, f 1 1 I I i t BUILDI G4)ILDI ;�3 BUILDI G #2 BUILDI G #1 , ".
G
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ti ` •YI rt,,. ;:!Cif ri`:`•; l ticc, . 9 !4.a. +
1 1 , 1 1 f 1 I I F.F.E.F225 FFE 23v-_ FFE F.F.E.FFE 24.0
1 I , i ''. E I +, t 1 f 1 t I 1 s' ' W
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Q` , '•" x. I�' 1 = ? -. .,::, i r:rY,:rri t.. t .it i+`,8S
--.-,._ •.�.(.8 -F. : , i y 1 � F I r$ I , I 1 1 . , ... r = e
l u �.
- C�/`■'- F c a r. j I 1 I 1 1 I f Z
w 10.75 ;., �` :7 i 1 i i I i t f h, j
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Q - -__ ; r ! I• 1 i , ,. 1 I I I i 211 GATElu
1 _ = - _
- - - - VALVE.
. - ' ' TEMPORARY GRAVEL
t!) � -_�_, . ,: �, cn . r+ - •. '� 3. MPO GRAVELED
W
I ti. 1 CONSTRUCTION- ENTRANCE
,,, 9 ; s;..,
2; GATE VALVE y
tL1 INV 0 , 7 11 F
, & 2 PUG 1 _ : _ ._ _ ';:r,,:;. �;":� .> �r
i L r x.; E,
i , ;-,: t : ' u - ..... ,. EXISTING 6 TEE, GATE
i ! # 1 r3 s: { 7c
RIP RAP ENERGY _...v w � _.... _:.........:. �-. >� x ,< PLUG.
.a
VALVE! AND P G
_ DISSIPATOR
-_ •. ► _, tl 17,0 ,::... 18,0 ,. 18.0 1 , O.O . ,. - .. _ - ;•, - �.:�,..
_. .
E 7 ... , _ CONNECT NEW 6 PVC WATERLINE 1T 11 _ _. __. _ <.:
- 2 GAPE .� .. --�
2 BLOW Of '� �t_. 1t .. ._.II_. E TO EXISTING 6 TEE
-._ - VALVE r- . ,` .: ::..v:_:., '
0.75 Fh D
i
i 7 -CATCH BASIN , ;: o ., .. Z
r' 1 IINV �+ 8.0 ; 1 r ! ! i 211 BLOW-t�FF------..► i..... w..:._: 4 TOP GRATE- 20.90 t
f I IN V 18.40 ,
FLOW _ SPREADER € ; ;, 8 €
-_ SEE DETAIL i
- I f i
_
•'''-..._... � / • 1, f ! ?..,. t 1� r i f ,........ I I I 1 .I, + i � i ) �,.�,�' ��
,
20 WIDE VEG- . FILTER ID R D I�: I A
I `
t�,T
o
Q BUIILDI G #7 i BUILDI G #6 L BUILDING #5
o. 4+
MONITOR WELL
E. ! €
of i
1811 CPP I >
I-- i
L
�O I 10.75 J.
1811 CP
P
iI , ..., I€ , �,+ y�: _ _.t ' r • : ,. , ,c^, �i ..Y�y }?s;i:. �t•� .19.0 F.F.E_ 18.0 0i 4_
F.F.E. n- i
21.0
. A � 'F; ;Cr :,1t "<:14, •, tl'jJ iIi'
�t
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::
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YED
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' O O
O O
i OO LEGEND
96296
F';ELECTRICAL SERVICE LINi
E . EXISTING SPOT ELEVATION5
-..
DEs JP4N
_..._. EXISTING GONTOURS6_ {wg.DM5
iB�..PROPOSED CONTOURSBARTLETT LANE (30' R/W)
+ 0V DATE
i 4) PROPOSED SPOT ELEVATIONS
SDMH #1 L CATCH BASIN #2 SI
� � A rQ �ar1�n®aol�nI
v �i 'mow
TOP a 14.0 TOP GRATE - 18.25 PROPOSED ASPHALT
INV - 9.0 INV - 15.75 o
NOTES'
SDMH #2 CI) = A SEA
r
TOP - 10.0 1, ALL ROOF DRAINS SHALL BE DIRECTED =
INV 8.5 TO THE STORMORAIN SYSTEM TO BE 12t1 CMP SD PROPOSED STORMDRAIN 11966 v
CONVEY STORMWATER TO THE {
SI-71-E OF J" L A NINFILTRATION BASIN. '`Y t
611W--- PROPOSED WATERLINE e � �A 1 '
2. NO OFF -SITE RUN-OFF IS EXPECTED TO `sod/Ll_(('
TRAVEL TO THE INFILTRATION BASIN. FH
SCALE. 1" = 40' 3. NO KNOWN WETLANDS EXIST WITHIN � PROPOSED FIRE HYDRANT ---
THE CONSTRUCTION LIMITS OF THIS PROJECT.
EROSION CONTROL AROUND INLETS
0 20 40 80 120

Location Map .
SITE WORK NOTES:
NC 179 rn NC 179 & NC 904
1. T CONTRACTOR A VISIT THE SITE TO BECOME FAMILIARIZED WITH 0. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO 24, INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
HE 0 SHALL
z FIELD CONSTRuc,rION CONDITIONS. CONSTRUCT HIS WORK. AS SOON THEREAFTER AS POSSIBLE.
Live Oak Drive
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF 25. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN
� WAYS WITH PROBER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS EXISTING UTILITIES DURING CONSTRUCTION, DURING CONSTRUCTION.
Bo -Tuck Road TO TRAFFIC COUrROL AND CONNECTION TO EXISTING STREETS.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEYBY 26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS. COMPLETE. REMOVE
Da wood Drive Ce
3. CLEARING AND 0.kUBBINCG: REMOVE ALL 'TREES STUMPS ROOTS NORRIS & WARD LAND SURVEYORS AND PROVIDED BY OWNER. ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
Joe Brooks Road SHRUBBERY ASPHALT CONCRETE STRUCTURES BURIED UTILITIES a �---
S ` ' N M LIMITS OF CONSTRUCTION. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 27, REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
tu
STORAGE TANK... ETC: WITHIN LI I
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE -
Magnolia Drive Brigadier Ave. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION : OUT. c.� u
4, STRIPPING. BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, A
Lu
Odell Street ND ANY OTHER UNSUITABLE MATERIAL. OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE _z .ts
a AGENCIES AND AUTHORITIES. Q
o Luto Street S. MUCKING: REMO'& ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING uj
3
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO >
Solt Marsh Street ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. NCDOT STANDARDS.
Q
2 6. DISPOSAL: CLe AkED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND -
ITE--------jLone
REMOVED FROM ,:SITE AND DISPOSED OF IN ACCORDANCE WITH ALL STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL �
S APPLICABLE LOCAL AND STATE CODES. REQUIREMENTS.
ilu
Lone
Bartlett 16, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.'
7. BORROW MATERIEL: THE CONTRACTOR SHALL .FURNISH BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED .�!r NCGS Mon. SeasideCkf
NO 'cJ' Cal@� �� WITH BORROW OJIERATIONS: 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
P T SET _ BAL G D R
_ .��P. N���I�� :. • . �AN� �O NOT R�PI�I�r-�! . A _,..�:'�Nu�_ ��•.THYY9RK
9. RILL AND COMR�,AVTION, ARTER STRIPPING THOSE AREAS DESIGNATED TO Ot�NDiTIBN. RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL Y = 53416.497 Feet
WHEELED ROLLEI' TO COMPACT THE TOP 811 TO AT LEAST 98% OF MAXIMUM 18. REINF. CONC. PIPE SHALL BE CLASS. III W/RUBBE:R GASKETED JOINT OR
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS, Y� �•-�-�
RUTS EXCESSIVw .Y SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, X 21 5573D.935 Feet �
SILTY OR CLAYE'f SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, 19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT
SM OR SC: E=ILL`MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO SHALL BE A CHLORINATED RUBBER ALKYD, FS 7T-P-115, TYPE III,
EXCEED' 8" AND +fOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR FACTORY MIXED, QUICK DRYING, NON -BLEEDING. NAD 83
MAXIMUM DRY DENSITY (ASTM 0-688), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM 20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
DRY DENSITY. ti`I AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED 3 HORIZONTAL.
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98X 0# THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE 21. ALL DISTURBED AREAS SHALL Be GRASSeD WITHIN 30 DAYS OF
c MATERIAL IS TOE, DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER DISTURBANCE:
0 SHALL BE: WETTED. IN ACCORDANCE WITH COMPACTION REQUIREMENTS, IF.
� THE MATERIAL MCI TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE 22. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
z HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT PROJECT IS COMPLETED.
UNTIL OPTIMUM WISTURE CONTENT IS OBTAINED. I -ILL SHALL BE PLACED ra
t INSUCHA MANEVtR THAT THE SURFACE ILL DRAI READILY AT ALL 23. MORE STRINGENT MEASURES SHALL 5E USED TO HALT EROSION IF THOSE
TIMES. SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
Lu
t
�1 15
SALT MARSH STREET
ELI
Lu
4 ! 1 1 1 I 1 I 1 1 1 1 1
! 1 I I I I I I { I !
SALT MARSH COVE
MC. I, PG. 154
a s `a _ t` � I 1 1• I i I I I I f n � iY'y <j-
a,1``�'`'-�` 1 r "7 i 18 i 19 2C' 21 i 22 1 23 1 24 1 2� 1 ► �7
!!
-_ ► CATCH BASIN w! BAFF4:E WALL (SEEK DETAQ t I t 1 1 1 1 1 I (- m rn
--. / TOP GRAVE = 19.t�0- INV IN = 12.80 1 , 1 ! I
25 1 WEIR HtIGHT 1 .0 1 I ► t -' t 1 ' t I 1 z�•.5: . j
tL! i 1 1 ! I , , I BASED ON IELD OBSERVATIONS 1 1 ► 1 I _ F- U i� r�
: r INV = 0.0 (TO AN ILTRATION AREA) I 1 t ► I t I I I' a.e4 � z
Z t ,• : r. a 1 t , I t NO WELLS AVE- BEEN LOCATED ► I ! I
INV • r8.5 Ct'q BY-}P�SS j WITHIN 100 OF THE PROJECT - a
~aa - t 1 `• / ' ` ' ✓," ( ! t t I t I I ;' ,! I r, 1
1 1 E',4.8b
- +<'I., PROPERTY 4.tNE.. ` i o`✓�
#,r« \ ;u C \ t i j , 1 1 1 ✓, I!_I' m13 1 ( ►
-a^ 1;' r j ! ! I tt , iCi `;z t i ,'
., t., I { -h;:�.9y 1 I { i .._ (, r "^--r, tt Q C2
,+ I r :` ! !` 6'ht6►x2 TEE I 1 J # i I t I t ► I ,., _ 1, =s - EXISTING 6 WATERLINE. Uj
CJ ``--aa l�.ayt`� �' i !! t 1 i I I 1 N c'.•+59'01 ' 1 t I t 1 I 1 I J I I r COORDINATE w! TOWN s:z
6-. .., r a;c. P art•1 , r \ , I f' t \, 87 y(?' I j sis [V !� x
J ! F'# ! 1 I 11 1 I 1 1: I 1 1 I t t S.r<:
!r; OF SUNSET BEACH FOR E _
t za2t£- zsa:;;a' ,• ;: i` f i zzu a' , s.er' �a.i;3' t, ,',' CONNECTION AND LOCATION
. - , . t co -ID. Mon. -a PUMP TANK t
,,� F `?. ! ,� ! ; 1onc. I,tun. 1 ; ; r- INFORMATION.
t ; t / , + - r------,13 �ti (TYPICAL}ter n,::.ors ,--,
,.. , 10.75 r �1' ! ,r4'! t. � r rd. �• .: �-_____- ._�1;---------- ----- ------ - - -------- �.=;�' ,, ,'
✓ r --- ---•-- O R AIR <
, ! / ► SEPTIC TANK ,
t f 1 I t
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r t t
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a, . ,-,t; ` 1, y r 1, I r t I i r 1 i 1 O O ,/
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,L,, N : k.. .. e:. , i:n of !..i,ti►a ( 1 (I I ! 1 I I 1 I I BUILDI #4 MILD #3 BUILDI 1 #2 � BUILDI G #1 r , 1 +
EAARAGE�E�1I` + r ,c, r t l ' ; , ( Q r Q• Q Q ^\ O ^, , / t C.a... P.,,r.-t-;{�.� fig,.LLJ
1� -, _ -. _ .._ : ; 1 ! l t 1 t + ( I 1 ' ;• 17.4 1 1 1 t I 1 1 1 \... P? >r., .. +
branr,h the ✓i'� ort, line. 1110 1 t r s F.F.E. 24.0 DIVISION OF
r p 5 �f 1 t i 1 r ,t l 1 1 I 1 1 1 F.F.E. 22.5 ..._...� F.F,E. 23:5 _ .._,F.F,E. 21-`�''•d"4•:' 7
7
Eta i I t xl < r <
- ntrt,Mrad Sleet cal I,nas . 22 (�
1 1 I t 1 I t 1 T : �� , \ �J� -(
tit t 51 S 1 1 1 I I 1 1
>f .. , t 7 t 1 I t ! I 1
2.
-2
L.l I ti
f
^\ H GATE.^ A 1 ;
ti --_ ^ !' t (' , ; t VALVE r {' TEMPORARY GRAVELED Lj
CQ a_ .. t cn .
Ii I
Q �+ ,; f... ,,, ; ; , 1 , ",... ...,.... ... .... .:._ :.... ....:....::• ........::. ::::::: .... ... •::::::::::.: ..- .. .. CONSTRUCTION ENTRANCE
F.E.S. ! j ( a 7
�. 1 , 2 GA 1�A VE GATE L >, r
1
"rrr,,:,�r �prlwrn,r
ac 1 .
............
2 r1 r ! f ( It
.; ., ..... ..... .,. .,... ....... ,.....:., .., .......- ...., ... .,.. :::: �.::; ' ,','., .,,....•! :. EXISTING 6 TEE, GATE
a 7 t , ;' . ..... ... ...... ... .. .. .. .l
a e� / VALVE AND PLUG.
_ RIP RAP ENERGY .�.�d+� r - ...... ................. .......,., .. ..�'r.-1-....5.�' .. >.-,
}
a
_DISSIPATOR r , :
a_ u 1. .., ..._
4 4.,..
...............................
'
qj
a, ......................,..........,..............,.
a I . , _......................... tt
211 GATE!
r :............:. :......,
•1"'�
:....... CONNECT NEW 6 PVCWATERLINE-j
.. PointI t, r ........................... It.. C ..... - I{ 11
2 . BLOW U y .t . r ! aE.. . �In1 tirsh.. :.,r• E?• ,� ;::.::.,.. TO EXISTING 6 TEE
1 ,......:::::. a r
.. 0.75 :... ..r v,..4 ,...,... ... ..... ..... y to -'*
1 f 1. .. ..... ... , .:.':.... ,,.:.'.' '.' . i.
f -
w `
,
-
.. .. 1........... ,........ .. ,. r. N rd, to l,• n F
„ � ........... .......... :::: ...:•:.`:: •. :. .. , , ... ,;, ..... :::::.::.� •;. ::..:•. ; CATCH ' BASIN { 11Y ' Pd. � w
11 ;
�N +t 8.O r ...,,:::. :''•:`:•:':•:':': :::'::'::'�'':•" ::'::•j: '::..::::.#::': ::::::: " - •�. TOP GRATE 20.80
� V t 1 ' , , ! 2 BLOW (�FF t_.... � ...._, +rz.ts �
E , I .....
i
i1 t 1s.7 INV 18.40 !
V
I I 1 t I _._.....
FLOW .SPREADER I , � j I I .� ., \ I „� _..- I I i � 1 i� I ( i, 8, k-t•_,k1:�8--..: I 1 I 1 I I 1 I ,,. i/ ,� •(•2�:-E4
-a (SEE DETAIL) t I I t I -«- 1• 21. 4 I
E � ^ 1 I 1 ., I i i I � + 1
+,c s 1 !^ [� #
1 1 2,20 PROCTOR
20 WIDE VEG. I,it
In iT I !
(l.z-• ,7>+c `.,ri: ta, Q
4 i5,9:
IATER
t M 4k I ( +1k ( t I ! I I \ I / ;
'BUILD] G #5
i '`. t 1 BfJIItDI G #7 ,. ._a-� , � STORM A
BUILDS G #6 1 I � I '
+ Z tl iL I , 1(,,,5.. - I -, i � / I . I I I I lot I 1, \ 1 R '1 I r . I 1 r }} II
l 1 :el F.F. 18.0 : lb . F?F.E. 19.0 F.F.E. 2 .0�i� l
w! t 8 t t pC S 1 t r 1 T r # y3'r�a -1 ti� . t w 1 ' t l E I
/? D
MONITOR WELL �, , -j ( t I 1 i t t L + r �; ;•' i _I \ ^ i , ;
# t I 1 1 1 1 ?.Jh
t_-2 ; ,' r D( J 1 I 1 I; 1 kt �_- 1 t I UU
� ,._ .._. _ -.• ...: t ': :. r.• t '. y '
1• 11 1 y `` 1, 1 I ! i 1 ( 1, r I t t �.c -- ,_. - 1 I i I c.1 ! ..tt /1
� -
PROJ #
�ft
18►t CPP O tE.9t `1 "1 I _ p
%
7rav, P
o ;,9 I I I L E G E N D
5 y J I ► I ^ 1 I �r- Fa. I L ERVICE LINE
626
:P H
,
1 i , , I r f37.59` r 5 13`47`5b'MI fif;-fib r'
.-.. ELEC ICA S _
, i <.� �.' EXISTING SPOT ELEVATIONS �cs. JPN
d . .,.30 + , t } _ _ > ., t
• 1 °'.«?� t ' t i ti. ! 1 J. : -. i - ...� . !-,. _ Hr.h .:at r- .. -..._. C` .... ' " -
tr .1 %, t I , -. Fa. G � 54 it F:i ,.
_. _
+ ..ao ; r - e.. ra r: _ - �• f: _ _ _ =�o: -� ti ro 5 ,z . 1 - _... w.. _ E. x +� - �� i:ia-#r�1 I EXISTING CONTOURS
.� ., , �� 4 .r .� / ,..�_„ _ ... ,!' ( t, •t, .,.b P. ,-,.,..- -- .,- .... t....,,..• i.. -.-. } ( - Satre.
1r1J / -... I F OMB
-
i�" 10.75 i1�.1 r. .:, i t4.9, . ./+t_.� Ct3`�_ F witnr rrF4,n i QRWN
..,." ,t ,y '.. 7 '. v. vim. V• - - j •rn ..�r'nr W er V Iv. i
+' ,� , _ . � - -_ , , �, ,:,Y '�, . r�� . , 1 ,,t � �� s. `t, `� PROPOSED CONTOURS
r ,
. 1;i C t 1
_ B A R T L E T T L AN � (30 R�w1 ..• i � DATE
-'u i::)4 L 1 . is \ ZD # Y' 18.0 PROP05CD SPOT ELEVATIONS ,e IeStB
18 CPP SDMH #1 �� S CATCH BASIN #2 ,®o effi �� , ®, s�
18 �`�,, TOP = 1'4.0 �j r'J2" TOP GRATE 18.25 '°90®
INV 9.0 INV = 15.75
f- �," ,--� � , � N-OYES: '.� PROPOSED ASPHALT �
,- �n
rn � 0 _SDMH #2 �© � �� D '7 ` ,�
� e:
TOP _ 10.0 � 1. ALL ROOF DRAINS SHALL BE DIRECTED
_ TO THE STORMDRAIN SYSTEM TO Be \ 12n CMR SD PROPOSED STORMDRAIN 11966
INV 8.5
p ` CONVEY STORMWATER TO THE a� G,
2 o
w L t� p x
y��,�
INFILTRATION BASIN. t _ - a „o
�'W PROPOSED WATERLINE �� _p �.=sa
S� t + _ .. H # 0
J ,
SITE PLAN
� X �A � 2. NO OPP SITE RUN-OFF IS EXPECTED TO s, [l,P .� .
(, t �t �- ( "� TRAVEL TO THE INFILTRATION BASIN. 704z' ( Wi. V = Gt�'in.4- FH r+eer�wcc>+4``
J Gj PROPOSED FIRE HYDRANT
14 _~ p SCALE: 1 403. NO KNOWN WETLANDS EXIST WITHIN lU7CQ�
[01 THE CONSTRUCTION LIMITS OF THIS PROJECT. Z¢ 3C�
4 !' q' EROSION CONTROL AROUND INLETS
o
LC� t 20 40 80 . 120
of 3

Location Map
NC 179 rn NC 179 & NC 904
U
z
Live Oak Drive N
Bo -Tuck Road
Dogwood Drive
N
Joe Brooks Road
Ma n k Drive Brigadier Ave.
a Odell Street
o° Lula Street
Salt Marsh Street
L
Q�
SITE ----- --
Bartleft Lane
No Scale
N
b
L9
_ 2
U�
."
24
-
rrx, Pt
a /
` )
nr
vl
/1j �
M/
( µ 1
SCALE. 1" 40'
0 20 40 80 120
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as
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96296
Des, JPN
DRwK DMB
DATe 05/05/97
$smmr4twir►
.e,4 Z\ CA
e
• 11966
'Ile LLI
0f 3

1/2" S.S. LIFT CHAIN
OR NYLON ROPE
CONC. LID OR MANHOLE COVER
2" UNION ACCESSIBLE
FROM GROUND SURFACE
PRECAST CONC. TOP
GRADE
STAINLESS STEEL SUPPORT
FOR FLOAT SWITCH
2 CHECK VALVE
I
2 FORCEMAIN
LEVEL CONTROLS W/SUPPORT
BRACKETS-
LEVELS', -
ALARM ON 3
PUMP ON .2
PUMP OFF '_0 1
00
BULK HEAD R 1F REQ'D W/CONTROLS
�POWER & CONTROLS TO ACCESS RISERS W/COVERS
CONTROL CENTER
3 PVC VENT, 180 BEND
`-- PUMP POWER
& CONTROL 2,000 GAL.
�- 2" DISCHARGE LINE SEPTIC TANK
-(2)PUMP,230 V.,10/
DUPLEX PUMP
50 GPM @ 15 FT HEA
PIPING FROM BUILDING
co
LATERAL CLEAN❑UT (TYP)
POWER PANEL, 100A. MAINS 1 .0', 120/23OV. 4' PERFORATED PVC PIPE SLEEVE (TYP)
NQOB, NEMA 4X, W/LOCKABLE DOOR;
1-2P, 20A. -BKR, 3 12, 1 /2"C. CONTROL PANEL
1-1 P, 20A. BKR, 2 12, 1 /2 C. RECEPT. AUDIBLE ALARM(HORN) z
1-2P, 20A. BKR, ALARM CIRCUIT CONTROL PANEL, NEMA 4X o to---
1-1 P, 20A. BKR, SPARE HOA, VISUAL HIGH s
TM WATER ALARM & HORN , ,
DUPLEX 20A. GROUNDING w� CONTROL & POWER CONDUITS AS
ju
RECEPT., W.P. COVER REQ'D-SEAL-OFF FIGS. @ BLKHD. o --~
GALV. UNISTRUT SUPPORT W/WATERPROOF & GASPROOF SEALENT JU
FRAME TO SUIT EQUIP. - - --] (� I ( �,OOQ GAL. s u� :z
4" SERVICE FROM BUILDING i i a' a
2" GATE VALVE 5'-0" SEPTIC TANK i s 5 0 �-•--e
BULKHEAD R I / \ /- , , , , rn
g i i I i lu O
2" PVC SCH 40 SEE LATERAL CONNECTION �� o
FORCE MAIN. 3 VENT-180' BEN , r TO MANIF❑LD DETAIL ,
T - - - 1-1/4' SCH 40
PVC LATERAL (TYP) �--a
�\ MANIFOLD LINE 0
ACCESS HATCH/COVER ZNEW 1,750 GAL. ACCESS COVER (6 LATERALS REQUIRED) (TYP.) to
PUMPTANK ,�---4
4' PVC @ 1.0% SLOPE (MIN)
NEW 1,750 GAL, DUPLEX PUMP` SYSTEM
PUMP TANK
i,
SECTION: TANK ASSEMBLE' PLAN: TANK ASSEMBLY
NTS NTS TO C❑NTINUE TO NEXT
LINE IN SEQUENCE IN 3' PVC PIPE
SCH 40 PVC
N.ITRIFICATI❑N FIELD.
R❑M ❑CMTET
VEGETATIVE =IL
MANIFOLD LINE
1b�r \
EACH END OF MANIFOLD. SEE SIDE DETAIL TO BE INSTALLED
CCP � �% LEVEL.
w - _ DISTRIBUTION MANIFOLD DETAIL
w'w ^- .,.= ...�, a-...•• �+• ^ PIPING TO
- PIPING TO INFILTRATION AREA NOT TO SCALE
INFILTRATION AREA INVERT 8.0
SPECIFICATIONS FOR SUBSURFACE WASTEWATER SYSTEM ; <�, _=_ •--� : '
1. TANKS: PUMP TANK SHALL BE PRECAST "-• ^ .. ^
CONCRETE AS MANUFACTURED BY QUALITY SEPTIC TANK
• w Nauirml +ir rhinu,ate
COMPANY, INC. OR A SIMILAR PRODUCT CONSTRUCTED WITH ur su r1111� �t �--
SAME MATERIALS, -STRENGTH CHARACTERISTICS AND + ,
^- " van. rnt�r 2-2 1/2 HOSE NOZZLES
DIMENSIONS. A -WATERTIGHT- SEAL SHALL BE MADE BETWEEN Ii _ »
its'_ : ^+-.-'. ¢-wLM : `'`.' --� "'' (j (j 4 1/2" PUMPER-CONNECTIO
TANKS AND MANHOLE RISERS AND WHERE PIPES' ARE EXTENDED -- -_ - I� LI O
` �:.,.,�.. •;_4 '�.>-.. w.w .._^. FACE TO CENTER -LINE
THROUGH TANK WALLS. TANKS SHALL BE LEAKAGE TESTED .L. '..• OF STREET
PRIOR TO FINAL BACKFILLING. LEAKAGE SHALL NOT EXCEED •'"`�-• "' ° '"" w "' j�
ONE HALF (1/2) INCH- IN A 24 HOUR PERIOD. AFTER 1tos�1 "'_ "
,. . �; ^ „- CASTING Lu
BACKFILLING,` THE GROUND .SURFACE AROUND THE TANKS SHALL -
SPtl k. w- • ;" CONC. COLLAR NOTE: USE OR AP BOOS. I HYDRANT TO
BE GRADED TO DIVERT SURFACE RUNOFF AWAY FROM THE TANKS. - w . +�• - ^ CH-BN 3A OR APPROVED HAVE BREAK
TANKS SHALL BEINSTALLEDIN ACCORDANCE WITH THE � EQUAL SECTION OR
_ ". r-� rtt'� "WATER" REMOVABLE
MANUFACTURER'S RECOMMENDATIONS. MANHOLE RISERS SHALL WORD WATER ON COV BARREL
BE EXTENDED TO FINISHED GRADE ON ALL TANKS: PIPING INTO STRUCTURE
STORMDRAI INVERT 12.50 / / / / / / � L 0
2. PIPING: PIPING SHALL CONFORM TO THE SIZES AND OUTLirT sT c7vc'E MANHOLE RING & (.0 to
MATERIALS AS SHOWN ON THIS PLAN. CLEANOUTS SHALL BE COVER PLAN { BURY LINE FLUSH WITH °' a'
INSTALLED WHERE SHOWN ON THE PLANS. COLLECTION LINES FU'w st'r`>r�1 2 ua FINISH GRADE w ro r")
SHALL BE TESTED FOR LEAKAGE AND THE TOTAL EXFILTRATION Fb&JP BAFFLE ELEV. _ 10.0 v � M
CONC. COLLAR Q
SHALL NOT EXCEED 0.4 GALLONS PER INCH NOMINAL DIAMETER 3o C.I. VALVE BOX
PER 100 FEET OF PIPE PER -DAY. HYDROSTATIC TESTING FOR w: �? o
THE PRESSURED EFFLUENT SUPPLY LINES SHALL CONSIST OF klct.tv,rtw srREAH GATE VALV_ MIN. SIZE 6" 0
MAINTAINING A TEST PRESSURE OF 100 PSI .FOR 30 MINUTES TURN RIGHT.TO OPEN Q
WITHOUT ANY PRESSURE LOSS. �� m z z
2 O 2 0 cv 0x
• T V.
.. ' � GRATE ELE. p -- z
for rnl DRAIN .
3. DISPOSAL FIELD" PUMP. A DUPLEX PUMP -SYSTEM SHALL BE 5O}r5 6, >L
INV 15.0 �
AN INSTALLED I THE 'PUMP T THE PUMP
SUPPLIED D S LLED N E_ TANK. E U _.
- BRICK :..MASONRY ,
S�CTIo1.J .� � 8
WHICH AN PUMP O _PM T A _ I ..
ff#
SHALL BE ZOELLER OR EQUAL H CH C UM 5 G A
OR PRECAST
TOTAL HEAD.`OF'"15 FEET WITH A 2 INCH DISCHARGE. THE -' CONCRETE
,-
d VEGETATIVE FILTER FLOW _ SF�`REAZ ER
PUMP SMALL BE WIRED FOR SINGLE 230- VOLTS. C
, INV. O ,
PUMP SHALL BE INSTALLED IN ACCORDANCE WITH THE NTS C.3
INFILTRATION BASIN
' OUTL T _ NOTE;
MANUFACTURERS RECOMMENDATIONS AND CURRENT NATIONAL INV 8.0 CONCRETE PAD
ELECTRICAL CODE. w INV 9.
1-SEE ASSEMBLY DETAIL 15't X 15" X 6'r _
_ 7F.5 BOTTOM ELEV. SHEET NO. SD-18A FOR is"
JOINT RESTRAINT REQUIRED O
4. PUMP CONTROL AND POWER SYSTEM: - THE CONTRACTOR, SHALL 3000 PSI CONC.- b ✓
4 ; 2-DUCTILE IRON PIPE
SUPPLY AND INSTALL PUMP CONTROL AND POWER SYSTEMS AS REQUIRED ON ALL HYDRANT
SHOWN ON THIS -PLAN. VOLTAGE REQUIRED is 120/230. BRANCH LINES
SINGLE PHASE, 3 WIRE, `MERCURY FLOAT SWITCHES SHALL BE TOP ELEV. = 10.75 1 BAFFLE
WALL
INSTALLED TO CONTROL PUMP AND _ALARM - FUNCTIONS AT THE 4 W
A
LEVELS INDICATED ON THE PLAN. THE SWITCHES .SHALL BE STORAGE ELEV. 10A SECTION A-
_
INSTALLED TO: CUT-OFF POWER TO PUMP AND ALARM HYDRANTS SHALL BF:
TOWN OF .SUNSET BEACH STANDARD ---
ENERGIZE THE PUMPS AND ENERGIZE THE ALARM LIGHT/HORN AT (�
LEVELS AS SHOWN ON DRAWINGS. - - INLET STRUCTURE DETAIL _ I
,
1� 1
A SYSTEM SWITCH, HAND -OFF -AUTOMATIC, SHALL BE AUTOMATIC 4 T M V. = 0 NTS
AND SHALL BE INTERNALLY MOUNTED FOR MANUAL OPERATION B❑T ❑ ELE 6. L
SELECTION IN THE "HAND" MODE. PROVISIONS SHALL BE MADE
1 1I2" TYPE I-2 jNCDOTj HYDRANT
_,.,( f� j� � '"j`
TO -RUN THE PUMPS AS THE OPERATOR SHALL SELECT. A RED STANDARD I! Y D R A I V 1 s•- c z
LIGHT AND HORN IS TO BE EXTERNALLY MOUNTED ON THE ,ti= c.D
CONTROL CABINET ' FOR „HIGH LEVEL" ALARM INDICATOR. A
PUSH TO TEST SWITCH SHALL BE PROVIDED FOR LIGHT ALARM INFILTRATION BASIN SECTION
6" ABC STONE (NCDOT}
_.I
AND -A SILENCE SWITCH FOR THE HORN SHALL BE PROVIDED. NTS
511 2211 Sn
A CONTINUOUS READING, NON RESETABLE, ELAPSED TIME METER-2'TORMWATER 0
SHALL BEPROVIDEDFOR THE PUMP.` A WEATHER PROOF
RECEPTACLE, WITH,COVER HA N A AT ECE CLE, 20A, CO ER SHALL BE 0 SEPARATE
CIRCUIT. POWER - IS TO BE SUPPLIED BY A 100A PANEL NEMA O
4X ENCLOSURE. THE ALARM CIRCUIT SHALL BE A SEPARATE O O
.. BRANCH CIRCUIT WITHIN THE PANE
L.
EARTH BACKF'ILL
WIRE SCREEN -CONC. BLOCK
ALL MATERIALS AND INSTALLATIONS` SHALL CONFORM TO THE. W E SC EE
LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
NATURAL GROUND OVERFILL T❑ ALLOW CURB INLET
s f FOR SETTLEMENT.
5. DISPOSAL NITRIFICATION FIELDS: SYSTEMS SHALL -" ;
FRAME AND GRATE
C E S E LL BE a z - • •; .: ,.... ; ® NOT PAVEMENT SECTION MAY VARY �' f
.:� ; FILTER FABRIC E E
CONSTRUCTED IN STRICT ACCORDANCE WITH THIS PLAN AND ALL ®
APPLICABLE COUNTY AND STATE REQUIREMENTS. THE
.. ,.. •. ® DEPENDING UPON- FIELD .CONDITIONS..
cu -o 0 o 4'0 SCH 40 PVC. LATERAL I nnnn CONTRACTOR SHALL COORDINATE
0
NITRIFICATION FIELD SHALL HAVE A MINIMUM OF 6 INCHES INSIDE 4' 0 PERFORATED PVC
v- o o� o o w/OWNER & GEOTECHNICAC
AND A MAXIMUM OF 12 INCHES OF SOIL PLACED OVER THE TOP t PIPE SLEEVE��
TRENCH. THE FIELD SHALL BE GRADED AS SHOWN ON THE PLAN `D ` D ENGINEER TO DETERMINE -
3/4' TO 2-1/2' ACTUAL PAVEMENT SECTION.
SO THAT NO WATER WILL POND ANYWHERE ON THE FIELD AND SO
_
THAT WATER WILL NOT BE DIRECTED ONTO THE FIELD. FIELD WASHED STONEO
SHALL BE SEEDED AND MULCHED AFT R FINAL N Y . ,_6, GRAVEL FILTER
E L 0 L INLET PLAN.
BASIN FRAME AND
ALLOW HEAVY EQUIPMENT ON THE FIELDS AS REQUIRED FOR (� CONC. BLOCK ,
NOTE: _ WIRE SCREEN
CLEARING GRUBBING AND GRADING PROCESS. USE THE �V E E N T GRATE MAY VARY IN
DRILL 5/32' HOLES EVERY INCH 1-1/4' LATERAL. NTS
SMALLEST EQUIPMENT POSSIBLE TO ACCOMPLISH THE .WORK. GRAVEL FILTER: NONESSENTIAL DIMENSIONS. 96296
❑RIENT HOLES S❑ THEY P❑INT UP, POINT EVERY
6. CONCRETE: ALL CONCRETE HA CO C ETE WORK 0 K SHALL REACH 3,000 PSI 4th HOLE DOWN TO DRAIN:
STRENGTH OR GREATER. WIRE SCREEN FRAME AND GRATE
FILTERED WATER
NITRIFICATION TRENCH DETAIL a
FILTERED WATER OVERFLOW � Dom." DMB
7. RUNOFF WATER
OW O
NEWLY INSTALLED LINES ..NEED TO BE RINSED. CLEAN WITH _
NTS OVERFLOW
w / G
WATER- PRIOR TOPLACINGINTO OPERATION. ONCE IN SEDIMENT _ -
ti
RUNOFF WATER - - PRECAST CONC. BASIN OA 0 0 57
OPERATION THE SYSTEM -!S DESIGNED TO WORK WITH FEET OF '-- � to Sf 51
2 EE r - - - _( J
-----•- � - - (- - T (I ( _W KNOCKOUT PANELS
w/SEDIMENT _� � - � - - - � Q J C
PRESSURE HEAD. ' _i I - _ i i_ i i , $.�,�...,
I 0' ,l 48IDES `,. .,
III_II-) it
..,LI AN C,qp •
8. ALL -PIPING__ !
p
JOINTS AT EVERY TANK INLET AND OUTLET WILL 3 MANIFOLD a -
SEDIMENT E /
REQUIRE WATERPROOFINGA OUTFLOW PIPE o
Q BY COAL AND TAR MASTIC' OR OTHER DROP INLET w/GRATE
I SEDIMENT �
APPROVED
. , EDIME
WATER SEALANT MATERIAL. x3 TEE J .
WIRE SCREEN CURB INLET
A s`
9. THE MANIFOLD SHALL BE ,INSTALLED LEVEL. FIELD IS 2x4 P WD STUD s
I t
6s' MIN.
DESIGNED TO OPERATE AT A HEAD OF 2 FEET. START-UP OF
THE SYSTEM SHALL BE OBSERVED BY THE ENGINEER AND THE 2 - 311
�• �, �' ;
BRUNSWICK COUNTY HEALTH DEPARTMENT. SPECIFIC APPLICATION SPECIFIC APPLICATION COARSE AGGREGATE
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS eaaaau►
10, THE CONTRACTOR SHALL NOTIFY THE BRUNSWICK COUNTY HEALTH APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
DEPT. 48 HOURS IN ADVANCE OF BEGINNING WORK ON ANY EXPECTED AND WHERE AN OVERFLOW OVER^LOW CAPABILITY IS NECESSARY TO
PORTION OF THE WASTEWATER COLLECTION- AND DISPOSAL CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT COMPACTED SUBGRADE OR 61'
SYSTEM. 2' 90 BEND UP_ TO TEE EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE T SECTION CRUSHED STONE;
�2• .PVC ASTM D-1785 SCH 40 i uo*RARY G r"<ffA
i j t I E M v
V
A IAom"I DETAIL
DISTRIBUTIEIhJ MANIFOLD SIDE DETAIL
EROSIONCANT L U LETS CATCH BASIN
NTS of
NOT TO SCALE