143-09 Sewage Treatment Oversized Plans

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SITE
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VICINITY MAP
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N V EX
SHEET NO.
DESCRIPTION
I ----
COMPOSITE PLAN
2 --
SITE PLAN - WHALEHEAD VILLAGE
3 ---
SITE PLAN - EXISTING SEWAGE
TREATMENT PLANT NO. I ; EXISTING PUMP
STATION NO. 3 & FORCE MAIN P. a P
t 4 ---
TREATMENT PLANT DETAILS-. PLAN VIEW
8 ---
TREATMENT PLANT SECTIONS a PUMP
STATION DETAILS �-
6 --
ROTARY DISTRIBUTOR, LOIN PRESSURE
DISTRIBUTION SYSTEM BI DOSING TANK
DETAILS
7 --
SANITARY SEWER 81 FORCE MAIN PROFILE-
WHALEHEAD VILLAGE
--
WATER 81 SEWER DETAILS
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ELECTRICAL
f�POND /�
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P A`11
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-- -' STATE OF NORTH CAROLINA ----- r-'�
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N 850 2426" E - 1095- 28'
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20
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1 y, NEw
13 x. ioR'titC119
18� 16� 15 i
12 k GREEN AREA
293, 757.75 S.F.
VILLAGE LANE fmvAtE)
28 1!
29 i
39 O 4t 4 1
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30 37 43 ROTOR 455 46� 4i 10 � � � � � � IJ' 1 EX. SEWAGE TREAT
`*I � o y
k t Nat i�1 PLANT NO. I
35
132.00 fir
N 88°O7'3 "w
N V48'45"W
168.00' t
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CURRITUCK SOUND I
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N 39048'58 S
84, g0•
PROJECT NO' P- 450-/8
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CASE ILUEIRINT 8 SUPPLY CO. NM2O9
32 34 •',
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C33 1 ' , EXIST. 80
HOUSE
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1 POND
P —9D�
48 9 k k 80,000 oPQ�. a IL _ J, i
ADDITION� f
49
NEW PRE 9UORE M EXIST.�'"`k ROTOR
� }} POOL SEWEGE _ — NO.?
1 AREOSAL I
I
GREEN AREA J• 'CLUB RD._
• > 124,386.69 S.F
i'" � 4ARIVATE? z.f
I
Y WHAL A ! LLAG E ��� I' ABOVE
IQlI -OLD TQWN SHOPS OtNN n
( BERM CREST
} 50
SPACES
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} 2 8CSC TYPE I.2
I!4" P R FT.
I 54
T" SOIL TYPi BASE
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36 `Q'��3*��
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TYPICAL STREET SECTION AT CANAL CROSSING
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10� SECTION a --A
rrwtLnGr+u two TURN AROUND -}
FOR BOAT Rabde( i
S 85026' 22" W - 500 OCR +
i - 9 `508
L
{
TENNIS COURTS _ —
I AUTO PARKING } j
1 FOR BOAT RAMP 1 40' R/W
BOAT
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RAM�N k le PAVEMENT
PK- 2 E f !' \\
} \ , / r 2" l3 \ f CSC TYPE 1.2 1/4" PE R FT.
{ 0!
POND 0.1
01
SOIL TYPE BASE
fall
f~ �' © .,� ► 1 TYPICAL STREET SECTION
1 R!`F`. ,' `�_ __--- N.T.S.
S 88o23'03" w — 908.
CURRITUCK SOUND
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SEWAGE DISPOSAL SUMMARY
CAPACITY, EXISTING ROTOR NO. I &2 ............: .. 80,000 GPD
CAPACITY, NEW ROTOR NO. 3 .... ... ..40,000 GPD
CAPACITY, LOW PRESSURE FIELD.......... .. .. 40,000 G PD
TOTAL CAPACITY....:. - .. .. .. 160,000 GPD
ROTARY DISTRIBUTION APPLICATION RATE....... ...5.09 GPD/SF
LOW PRESSURE APPLICATION RATE... .. 1.0 GPD/SF
GREEN AREA AT ROTOR SITE......... .. 293,757.75 SF
GREEN AREA AT LOW, PRESSURE SITE 124,386.69 SF
TOTAL GREEN AREA 418,144.44 SF
/00' 50, 0` /00' ?007'
moot -
GRAPHIC SCALE
REV/S/OJVS
COMPOSITE PLAN
COROLLA LIGHT
SEWAGE TREATMENT PLANT NO.
80000 GPD ADDITION
COROLLA POPLAR 8RANCH TWP. CURRITUCK
UTILITY OWNER= CAROLINA WATER SERVICE OFN.C.f INCH
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;' - •.,;�' :: %,
ADDRESS: PO. BOX 240705, CHARLOTTE, N, C. 28224
oit Ss.,, • . , ;
y
PHONE: [phone]
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.STROUD ENGINEERING PA •
DESIGNED. LES
APPROVED: LE
I ESR r/ J;�
/07 8 COMMERCE Sr
NVIL L E ,
DRAWN: of
DATE. 4/AA184
CHECKED: LES
SCALE:
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OD E STROUD, P E
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