SW8060113_APPROVED PLANS_20060223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW,?)PD���
DOC TYPE
❑CURRENT PERMIT
'APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD -- - i

Q
z
�--
VICINITY MAP N•T•S•
S I TE DATA
TOTAL TRACT AREA 61,319.86 SF
NO. OF BUILDINGS 6 BUILDINGS
NO. OF UNITS 11 UNITS
PARKING REQUIRED 24 SPACES
PARKING PROVIDED 39 SPACES
CURVE DATA
RADIUS = 440.00
LENGTH = 112.47
CHORD 112.17
DIRECTION = S86°13'25"E
RADIUS = 160.00
O LENGTH = 19.95
CHORD = 19.94
DIRECTION = S82° 28' 21 "E
RADIUS = 160.00
3 LENGTH = 18.41
CHORD = 18.40
DIRECTION = S89°20'30"E
RADIUS = 140.00
4 LENGTH = 16.58
Q CHORD = 15.67
DIRECTION = S89°25'46"E
RADIUS = 140.00
o5 LENGTH = 24.53
�'J CHORD = 24.50
DIRECTION = S81 ' 12' 02 "E
1SHEET 1 OF 5
PROJECT NO. PM1420-1
(1.41 AC)
RADIUS = 36-00
6 LENGTH = 20.95
d CHORD = 20.58
DIRECTION = S69°40'16"E
RADIUS = 60.00
LENGTH = 44.10
CHORD = 43.11
DIRECTION = S71 ° 58' 10 "E
RADIUS = 90.00
LENGTH = 13.39
CHORD = 13.38
DIRECTION = S88045'39"'E
RADIUS = 1010. DO
LENGTH = 71.89
CHORD = 71 .87
DIRECTION = S86°32'12"E
- ,TYPICAL E-i
4.0' CONCRETE o .. -- --_�� 50' M$ - -- O
SIDEWALK. TYPICAL --------- ►
!�. :578•Sq; � �.• � _ .. V 0 18�96' . •�,,_ - _'7d_.41�
"E 4 S'86A 1.314 "E _ Q
{�
S`9 PROPOSED 9.0 d ! v 0 Sp.rE ca
WOOD BULKHEAD TYP o ray cv
to °- .-w o
�6Q. e�ss E I P10
{ zo� Qom.
N86t17`14"W ! EIP 126.43
'
REFERE�CE BEARING 258.17 TOT E 23.64
r i
! SIR N87°14'16"W
NOTE:
OTE:OU ALL RADII AREA
! 2.5` UNLESS OTHERWISE
NOTE:
r 1 - 1�
NOTED.
I � �
APPROX. LOCATION OF EXISTING
CHRISTMAS BY THE SEA DRIVEWAY K;ta
TO BE REMOVED.
1 R=20 lam.. - R 4'
F - .
E .
EDGE OF PAVEMENT
N=807. Q87s
- NOTE:
EXISTING LANDSCAPES BY THE SEA
DRIVEWAY TO REMAIN AND UTILIZED
FOR THIS PROJECT
SALTER PATH ROAD -- N, Co HIGHWAY 58
100' PUBLIC RIGHT OF WAY
EXISTING DRIVE
INDEX OF DRAWINGS
SHEET 1 - SITE PLAN
SHEET 2 - GRADING/STORMWATER MANAGENENT PLAN
SHEET 3 - EROSION CONTROL PLAN
SHEET 4 - SEPTIC SYSTEM PLAN
SHEET 5 - SEPTIC SYSTEM DETAILS
• -0
I I 1 1 1 1 rggugm I I I I --I �&"
WOOD FENCE ENCROACHES
ONTO PROPERTY (0.51)
EIP
--------------------
$T
30 30,30 'F
9Q2, 2 y
.0`P►M G4
Rp�''4,
;.•oF�ss�©N,
1k ShAL
13343 s
♦''�� � ©. CVO' �`�,,�,
LEGEND
N/F
= NOW OR FORMERLY
DB
= DEED BOOK
PG
= PAGE
EIP
= EXISTING IRON PIPE
PP
= POWER POLE
LP
= LIGHT POLE
SP
= SERVICE POLE
FE
= FINISH ELEVATION
INV
= INVERT
ST --
SEPTIC TANK
PT
= PUMP TANK
FH
= FIRE HYDRANT
SF
= SQUARE FEET
OE
= OVERHEAD ELEC.
(9) = OUTSIDE LIGHTING
NCGS
MONUMENT
"HOLIDAY"
-Z z 3 cc
AP VED
NORTH CAROLINA ENVIRONMENTAL
MANAGP,fiENT COh, USSION
11S1ON Or W
'D-ATER 0 ALITY
vi&1 ,5 - REVISIONS:
FEB 1 3 2006 -
BY:-,2,�(c,01 f 3
7T
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--------------
18" RCP
INV (SEE PLAN)
PROPOSlwO WOOD
9.61 BULKHEAD TOP
9.�a
ELEV. 12.0D9.93
8-49
FE
t0.0
9.40
a.47
... _- -
s�
�
i
'�o ¢gam
x
12. N�
x F6 11.40
\ f
FE
'CENTIPEDE SOD
8.46
9.40
Fs 1
\.11.92
u11
BOTTOM
' I
°
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F2.
q�l
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f
��
9. °
5'
S4 PE n EI n,
�
02
SL QPE
tlEl iIF tip f
$:1 I E
.. /�,
7.
4 FF ELEV 12.50
9- 5 `
� , f/
% `�iV/ %
' 10.89 12.0
j[
1.0
x
FE f 1.
`.
/ %/ /f���♦
t � /
FE ,
j
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♦�/
Q I 1
GRATE 11.65 FE
11
FE
s. o'
9.15 FE FE .83
11.96
_ 11.71 11-79
SOX
'ap
E F
2.26
t2.fi
VEGETATED
F I L TER
?,Q E F1.72
FE 12.23 5 FE
�_`- -
-,--
FE
FE t tt 50
12.62 X
11.T
-�_�
"`-�s�_
12.16
9FE
2.94
{
N.T.S.
11.T7
FE FE
�_4 _�_50X
FE
C7 6.12
m 92
11.9E 12.0
_-�- ---_- �_- ,_�-__
-a 12.52 ---------,
0%
I F2.B4
'p
_ -- -' _ - _
1
8.32
FE 12.00
I FE
FE 12.25
12.21
12.24
at
b-" 3
CV K
po
12.31
FE
FE FE
12.45 12.48
FE
FE
I
I '!
0 1D �
cfl
m i2.29
�
FE
12.33
FE 1I
2.
12.7Q
12.72
0
o
.- 9. 70
`°
!
et 9 2. b1 ti
FE 12.92
I
1
A
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9. 5 •
ti jt�
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LO 11
4 in
o p(
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CO
QLL
O
a t
C3
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240X 24"
]
FRAME AN;-\
i }
GRATE]
GARAGE
�
9 $♦
ELEV 11.55
1Xq ASPHALT
�C �
p
GARAGE °�` GARAGE
FF ELEV 12.8t?
1
t' FF ELEV. 12.50
�- 6" CABC STONE
p
FF ELEV. 12.40
GARAGE
Q crJ
FF ELEV. 13.00
} r
DROP INLET 1 DETAIL
SCALE: 1" = 2'
24"X 24"-
FRAME AND
GRATE
-------------
I
18" RCP FROM I
DI tt 1 1
1
-----__ INV 8_501
DROP INLET 2 DETAIL
WITH PAVEMENT SECTION
SCALE: 1" = 2'
8.0 LF 24"'-
CMP MANIFOLD
PROPOSED DROP - >
INLET. SEE DETAL
1 � �
c\f0
Lt-
1 2. 00 LF 18" 1i+
RCP @ 0.30% f o
ro
FLOW DISTRIBUTION -
DEVICE, SEE DETAIL
SHEET 2 OF 5
PROJECT NO. PM1420-1
FILE NO. 1420/PM1420
1%0 ASPHALT
6" CABC STONE
10.0'
m
B2 I
6 rr
B2 RIP RAP 1" DIAMETER WEEP HOLES
ALONG DEVICE
4.0'X 10.0'
FLOW DISTRIBUTION DEVICE
DETAIL B
SCALE: NTS (SECTION VIEW)
18" RCP
k 6
\-l" DIAMETER WEEP HOLES
DETAIL B2-B2
NTS
u GARAGE
a FF ELEV. 13.20 GARAGE I
LL FF ELEV. 13.40 I R NOTE
I ALL ROOF DRAINAGE SHALL
I BE DIVERTED TO THE STORM WATER
4 1
1 INFILTRATION SYSTEM
[ O .25 9'S 9"
9 56
FE 12.19 y ��
INV. 8.50
FI - o. so%
12.09
O �'•o FE 12.19
8•26 8.35
FE t0.0
8.20 50 y
8.3E -- EG�TA7IVE FIL
8.55
ISTING CULVERT
90
136.00 LF PERFORATED CMP PIPE
O1
9.29(T2.00 LF 18
rr
kr
RCP � 0.30X
4
hr
s.27
o
FLOW DISTRIBUTION
ofF
DEVICE. SEE DETAIL
�rjl' c
el w
PROPOSED WOOD
BULKHEAD TOP
ELEV, 12,00'
r
9.93 r
r
O
r
9.oz
FE
8.00
6.00
10•i0.25 77-
10S 44
PR�PI}5E1iORMIBNTER
--
FE
EXISTING PIPE
t +
INFILTRATION SYSTtM
p, 12.75
I
AND DROP INLET
F£
24" PERFORATED CMP PIPE
1'-�,_~�=
TO BE
REMOVED
/
2.10
5 LINES Le 136.00 LF
FE
�*--� FE
-�_ 12.65
°x
F ,
13. 5
FE
12.29
SEE DETAIL A THIS PAGE
12.52
FE _
12.55 �" -- -
---=---k-_--_-
FE FE
- �_
12 1
FE
F2.28
E 12.42
FE
12.T4
12.84 12.92
12.99
~� `ems` 13.15
FE
FE
FE
Exis tp'
tfiCP
FE ----
12.31
12.41 FE
12.50
,
FE.66 FE 2.8
13.11 p
o
FE12.62
12,6$
FE -
12.BTf
yya0 .13.09
��
13.23 �►
12.35
�... �Q -� •�
�'
(= E Q ,
c
12.94 Q o l
f FE
t09 12.9
13
13.08
FE 1
13.11 t
'
13.25
12.44
12.
_ _
FE.5,
♦ X
13.26
12.0
12. F 69 -27
4
- -�-
•...� - x 12.
ibis
I
11.0
t2.0
12.83
��♦ti t iG tg. T5
f 1?.0
�� _
13.10
FE
13.24
FE
9-99
1 I _
_
FE FE
1�
13.2T y
FE
i3
$12.95 12.96
IZ90
5
\
11.0
1 10_:0 JLIIGTION BOX
1 I 8.00
9.5'
tp.4p �x xi 40
0
1
tt0.50
-
9.41
j
------.-__
-� ----
--------_
_.-----
_
�
f
,
10.65
+
�10.75 FE
O
O
.65
7.64
11.59
+e
icy ! 6
11.05
rtr.°fl
EXISTING SECTION OF
CONCRETE PIPE TO BE
MATCH
MATCH
REMOVED AND REPLACED
EXISTING
EXISTING
MATCH
WITH MATCHING PLASTIC
EXISTING
- -_____
- - - - - - - - - - - - -- - - - - - - - - - -- __- -- -- ___- ---__- ___
--------------------
---- -- ---___ ---_ -- - _ _----------- - - - -- --.
- - - - - - - - - - - - - --- - - - - - - - - - - - - ­­ - .-- -
__ LO
_______
--____________ cc)
_
_-_____ ___---•---- - - - -- ----4 cp
-
----_----------- - - - - --
o
PROPOSED STORMWATER ~- -- -- --T ------ ------------
INFILTRATION SYSTEM A
24"' PERFORATED CMP PIPE
6 LINES @ 136.00 LF INFILTRATION SYSTEM - ENLARGED VIEW
SEE DETAIL THIS PAGE
DETAIL "A"
PIPE. METHOD OF JOINING
PIPES TO BE APPROVED BY
NCDOT
EXISTING SECTION
OF PLASTIC PIPE
TO REMAIN
6'•
%%l%ill i�l�� '�/%�%///�%�/����l•�■
SALTER PATH ROAD -- N. C. HIGHWAY
58
100' PUBLIC RIGHT OF WAY
EROSION CONTROL FABRIC
AROUND GRAVEL BED
ARIES
WEIR EL 10.50
6) - 24" 3606 PERFORATED ALUMINUM
MP PIPE ( 3/8 " DIA HOLES EVERY
.05" AROUND PIPE & 2.8" ALONG
ENGTH OF PIPE) AND WRAPPED IN
rroVEN FABR I C
INFILTRATION TRENCH PIPE SECTION'A-A
SCALE: NTS -- SEE PLAN FOR NUMBER OF PIPES
STQRMWATER DATA
DRAINAGE
AREA
= 61.319.86
SF
PROPOSED
IMP. AREA
= 36,811.00
SF
% IMPERVIOUS
AREA
= 60.03%
ON -SITE
BUILDINGS
= 13-903.00
SF
ON --SITE
STREETS
= 9,179.00
SF
ON -SITE
PARKING
= 9.634.00
SF
ON -SITE
SIDEWALKS
= 2.970.00
SF
ON-STIE
POOL DECK
= 1,125.00
SF
PROJECT
DRAINS TO ROGUE
SOUND, CLASS
SA
REQUIRED
STORAGE 1.5"
1.5" REQUIRED STORAGE = 4,601.38 CF
ACTUAL STORAGE PROVIDED = 4,626.00 CF
NO WETLANDS EXIST ON SITE
REVISION
! 1 *� I .5, t--•�rjF-1--- __
,.
't
'�3},'i.. .A9-,S t. .Pi 1.'E.. t. .r �.. �• .k ...�!.-. t. ��);' -.�. i.• ri. 1.

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SEEDING SCHEDULE
f
SEED BED PREPARATION {
LIME-- 2 TONS/AC . r
10-10-20 ---------------------- 1,000 LBS. /AC 1
0-20--0--500 LBS./AC (AFTER SEEDING)
ASPHALT TACK------ ----- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 '--APRIL 30)
TALL FESCUE----- --- 50 LBS./AC
PENSACOLA BAHIAGRASS--.-_------- 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
(MAY 1 —AUGUST 31)
TALL FESCUE-•------------ 50 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)---50 LBS./AC
BROWNTOP MILLET---- 25 LBS./AC
(SEPTEMBER 1 — JANUARY 31)
TALL FESCUE----------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)-- 60 LBS./AC
RYE (GRAIN)------------- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LANDSCAPING MIXTURE
(JANUARY 1 — MARCH 31)
COMMON BERMUDAGRASS (UNHULLED) —20 LBS./AC
(APRIL 1 — JULY 311
COMMON BERMUDAGRASS (HULLED) —12 LBS./AC
WETLAND SPECIES (PLANTED AROUND POND PERIMETER ON SHELF)
ARROWHEAD (SAGGITARIA LATIFOLIA)
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS)
BROOMSEDGE (ANDROPOGON VIRGINIANUS)
CATTAIL (TYPHA SPA.)
LIZARD'S. TAIL (SAURURUS CERNUUS)
CONSTRUCTION SEQUENCE
1. CLEAR AND GRUB SITE
2. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCING WHERE SPECIFIED ON PLANS WITHIN
AREA OF CONSTRUCTION.
4. INSTALL PROPOSED DROP INLETS. STORMWATER INFILTRATION
SYSTEM AND PROPOSED EROSION CONTROL MEASURERS
5. ROUGH GRADE SITE, SEED ALL AREAS THAT ARE BROUGHT TO FINAL GRADE.
6. BEGIN BUILDING CONSTRUCTION
9. PAVE PARKING AREA AND DRIVE.
10. PERFORM FINAL SEEDING AND MULCHING.
NOTES:
1. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED
ERODED AREAS. MAINTAIN RIP RAP ENERGY DISSIPATORS. AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT.
2. MAXIMUM EXTENT OF LAND DISTURBANCE AREA LIMIT = 1.50 ACRES
3. INSTALL ADDITIONAL SILT FENCING AS NECESSARY IN AREAS GRADED
TO PREVENT SEDIMENT ENTERING WETLANDS OR MOVING OFFSITE.
4. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY.
SUNBUILT CONSTRUCTION INC.
C/O GARY GARDNER
301 EAST FORT MACON ROAD
ATLANTIC BEACH NC 28512
252-241-9738
S. ANY FILL MATERIAL BROUGHT TO THE SITE MUST BE OBTAINED
FROM A PROPERLY LICENSED AND PERMITTED BORROW SITE.
T 3OF5
ECT NO. PM1420-1
GRAY
FACE,
FLOW LINE 0.
TOP ELEVATION OF STORMWATER
FLOOD STORAGE 1'
?� SEDIMENT STORAGE 4, ��,
CONTINUE RIP RAP
UP SIDES OF SPILLWAY
k TRAP LENGTH 3.
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NOT TO SCALE
NOTES:
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN 1-2SEDIMENTSTORAGE ZONE IS
FILLED, APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN OIL PLANS ARE AT
ELEVATION OF 1,2HEIGHT OF SEDIMENT STORAGE ZONE.
4. TRAPS TO BE REMOVED WHEN VEGETATION HAS BEEN ESTABLISHED
WITHIN SWALES.
3RIP RAP
CONSTRUCTION ENTRANCE
SALTER PATH ROAD - N. C. HIGHWAY 5$
100' PUBLIC RIGHT OF WAY
EXCAVATE A TRENCH AS SHOWN,
PLACE FILTER FABRIC IN TRENCH, 10' MAX. WITH WIRE
BACKFILL WITH COMPACTED SOIL 6' MAX WITHDUT WIRE
—FILTER FABRIC
SILT FENCE DETAIL
SCALE: NOT TO SCALE
NOTES:
1. USE (MIRE A MINIMUM OF 32" IN WIDTH. AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEOUitlEtl T© 3'F(E WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF —FASTENER ANGLE STEEL TYPE,
4'"DIAMETER PINE OR 20DIAMETER OAK.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECK
INEFFECTIVE REPLACE IMMEDIATELY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN EVENT TO REDUCE PRESSURE
ON THE FENCE.
4 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
CRUSH a.
(6" CAB
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
NEENAH
S R-18TB-83G
(4'° HEIGHT)
OR APPROVED
EQUAL
9
_ s •
BOX / 'ro VARIES
.0 7
3 d f RCP
OD
VARIES
DROP INLET DETAIL W/
INLET PROTECTION
(N.T.S. )
NO WETLANDS EXIST ON SITE
REVISIONS:
- - .... . . _ � -
,� ---._ .. _ _... ' ' 4 - ......:r'.,. - i '• ;t:. .. � [', :.11T 1.1. ifi$..i1. iiflxzli I 1 ,L�AdIa,R '.Yis ='• r-��

0
z
FINISHED GRADE
6" DU
PIPE
(TYP.
TURNE
THREADED
LOCKING HOLE
FREEZELESS YARD HYDRANT
ASSEMBLY, IOWA MODELS
Y34 OR Y1
2'X2'X4' THICK
CONC. SPLASH PAD
4' 4
-Y4" FREEZELESS
YARD HYDRANT
ASSEMBLY
WASHED STONE
FOR DRAINAGE
Lw
FREEZE PROOF HYDRANT
SCALE NOT TO SCALE
STONE •-
TRENCH
11/4" PVC W/5/32" DIA.
HOLES 0 5' O.C. TERN
HOLES UP (FIRST ORIFICE
SHALL BE NO CLOSER
THAN 3'-0" TO THE
SUPPLY MANIFOLD) LAST
HOLE ON EACH LINE SHOULD
BE TURNED DOWN.
PIPING SCHEMATIC
N.T.S.
FILTER FABRIC (TYP.
ALL NITRIFICATION LINES)
.5. 0' Q•C. {
n
WASHED GRAVEL OR
*5 CRUSHED STONE
STONE
TRENCH
PROVIDE GRASS COVER
OVER ENTIRE SYSTEM
TRENCH DETAIL B-B
N. T. S.
" R.V.C. PIPE W/
HOLES 0 5' O.C.
NOTE*
TURN HOLES UP,"EXCEPT
1ST & LAST HOLES IN LATERAL
SHOULD BE TURNED DOWN TO
ALLOW FOR DRAINING
4" CORRUGATED POLYETHELENE PIPE:
WITH (3) ROWS OF HOLES. THE HOLES
SHALL BE BETWEEN ONE HALF INCH
AND THREE FOURTHS INCH LOCATED
APPROXIMATELY 120' APART
4" DRAINAGE T' iorwrn
4"x 1-1/4"
REDUCING
SECTION 8-8
SCALE: 1 "=1'
4"X 1-I/4" TEE
4" SCH-40 PVC
MANIFOLD
SALTER PATH ROAD -- N, C. HIGHWAY 5$
100' PUBLIC RIGHT OF WAY
SITE DATA,: DESIGN SUMMARY
DESIGN FLOW (TOTAL)
2880 GPD
DOMESTIC WASTE
100 Y.
ASSUMED L.T.&R.
0.5 GPD/SF (BIO-CLERE - 1.0)
TOTAL. AREA REQ'D.
2880.0 SF
TOTAL AREA PROWL..
2905.0 SF
TOTAL LATERAL LENGTH REQ'D.
576.0 LF
TOTAL LATERAL LENGTH PROV'D.
581.0 LF
NUMBER OF FIELDS
(12)
LATERAL LENGTHS '
83.00,
NUMBER OF LATERALS
7
ORIFICE SIZE
ORIFICE SPACING
5 FT O.C.
NO. OF ORIFICES
116 HOLES
FLOW PER ORIFICE.
0.5 GPM
LATERAL PIPE SIZE:
11/4 IN
MANIFOLD PIPE SIZE
4 IN
SUPPLY LINE PIPE SIZE
2 IN
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REVISIONS:
SHEET 4 OF 5
PROJECT NO. PM1420-1
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FI
8'00
8` PVC INFLUENT
FROM BUILDING
4' PVC INFLUENT
FROM BUILDING
4000 GALLON
STAY -RIGHT ST"
MODIFIED AS
SEPTIC TANK
20 DR EQUAL
2X8 JOIST'S 0 16" O.0
W/ 2X DECKING
1500 GALLON EOUALIZATION TANK
STAY -RIGHT PT-155 OR EQUAL
MODIFIED AS SHOWN
BUILDING
IREMENT
SHALL BE 100 PSf. BIOCLERE
MODEL 24/30-1600
PLAN V I EIS- B I OCLERE TREATMENT 'IRA IN
SCALE: 1' = 3`
16--------------------'-----------------'-------------'----'------------------------------------------_--_--._--_-- . _.___.__-_.'
17...--.__....._...._.....----------._._._- -.-_ Ai�ILIA40 VENT
-------------------u _------_ _-------------------------------------------........-*4 *_W�RY
17
16
MR RING & COVER.TYP
1S1 I;r
6" ABC STONE
--
_- __-
11
------..-----------
10
B---------------------------------
8" SCH 40
PVC a 1.Q'
T----------------------------FFM-BDTO
g-----------------
5
4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3----------------------------------------
2---------------------------------------
I------------------------------------
0
------------------------------------------
13' p• 6
-2------__ __w _- - - - -_- - _--------------
- -- -----------------------------------------------------------------...._-EFE�
12 STONE BEDDING. TYP. UNDER ALL TAMA 12'
-3---------'------------__--------------------------------------------------------------------------------------------------------
:I
RECYCLE PUMP
DOSING PUMP 42
DOSING PUMP #1
FAN
FLOAT SWITCH
PRECAST MOUNTING PAD
SCALEI,4 =l'OA' REFERENCE DRAWING NO.: AWTiOO5 POWER FEED
115V -GOHz 30A
NOTES: UNLESS OTHERWISE SPECIFIED:
1. CONCRETE MINIMUM STRENGTH: 4.000 PSI B 28 DAYS.
2. STEEL REINFORCEMENT: 6 X 6 10 GAUGE STEEL WIRE MESH.
3. EYES: (4): 1/2# DIAMETER RE -BAR CAST IN PLACE AS SHOWN
6" FROM O.D.. EQUALLY SPACED.
4. PAD TO BE SUPPLIED AND INSTALLED BY CONTRACTOR
5OF 5
PM 1420-1
.E: 1420/PY1420-1.DGN
3000 GALLON SEPTIC TANK
STAY -RIGHT STO-920 OR EQUAL
MODIFIED AS SHOWN
12 AWG, OR CODE COMPLIANT,
N CONDUIT WITH BULKHEAD
=ITTINGS SUPPLIED BY THE
'ONTRACTOR
BIOCLERE PANEL
NOTES:
1. FOR USE ON MODELS 22 AND UP.
2. THIS DIAGRAM FOR EACH INSTALLED BIOCLERE.
3. BETE'WEENCB Q LEREECONTROLDL ANEF AND ERA
NEM€ DULEE WIRING
SURROUND ENTIRE BIOCLM UN
1BELOW GRADE) WITH CONCRETE
(APPROXIMATELY 45 CY)
1500 GALLON EQUALIZATION TANK
STAY -RIGHT PT-155 DR EQUAL
MODIFIED AS SHOWN
BIOCLERE
MODEL 24/30-1600
CYCLE COUKTER. RUN CLOCK
RUR CLOCK
SET RUN TIMER TO RUN
FOR 13 MIN PER HOUR
_- -._,_----------------._.-------------
--------------------------------------------------------
-----------...._..._ ........--------- - - - - -2_40aALUMINUM
ACCESS HATCH
SEAL
....--_..-_---_......................--------
-1 Y" 5YUNE BEDD ING. - - - - - - _ - _ _ -
TYP. UNDER ALL TANKS
--.-----------------------------....----_.-----------_
NOTE= SUBMERGE PUMP AS - - - - -
CONCRETE ME PAD. REQUIRED 8Y.MANUFACTURER
SEE PRECAST NOTE:
` MOUNTING PAD DETAIL ALL 1200 GALLON SEPTIC TANK 3000 GALLON DOSING TANK FILTER M AND EFFLUENT,
�---CRUSHED STONE FILTER MST 8E STATE
STAY -RIGHT STE-175 OR EQUAL STAY -RIGHT PT-156 OR EQUAL APPROVED
MODIFIED AS SHOWN
ELEVATION VIEW- BIOCLERE TREATMENT TRAIN
SCALE 1" = 3` MODEL 24130 WITH 1600 GALLON CLARIFIER
PUMP TANK
ESSENTIAL COMPONENTS
1 SEALED MERCURY FLOAT SWITCH
2 SCHEDULE 60-31PVC
3 2' CHECK VALVE
4 UNION OR DISCONNECT
5 2-GATE VALVE
B %s• ANTI -SIPHON HOLE
7 4' CONCRETE BLOCK
8 JUNCTION BOX
9 DUAL SUBMERSIBLE SOLIDS HANDLING PUMP - UL APPROVED
MANUFACTURER----__ MYERS_---_--(OR APPROVED EQUIVALENT) - DOSING TANK
MODEL NO. WHR10�__ 1.0_HP
10 DUAL SUBMERSIBLE SOLIDS HANDLING PUMP - UL APPROVED
MANUFACTURER______ MYERS------- (OR APPROVED EQUIVALENT) - EQUALIZATION TANK
MODEL NO._-ME40---4/10 HP------
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