HomeMy WebLinkAboutSDP202100077 Plan - Submittal (First) 2021-10-01 (6)i
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MIN. SLOPE AT NEW
MAIN = 0.5%
1,000 GAL. TOP SEAM CONCRETE
SEPTIC TANK, 24" RISERS/LIDS,
ZABEL A300 12x20-VC-BALL
1,000 GAL. TOP SEAM CONCRETE
PUMP TANK, ORENCO MVP S1/2 DM,
ZOELLER E191 - SEE DETAILE
SEPTIC PLANS BY OTH
/ INV. OUT:52.50 by
2" SCHEDULE 40 PVC /
/ yZ
C EXISTING SEPTIC TANK - TO
BE ABANDONED IN PLACE
AND GROUTED FULL\
1" PVC TO IT CLOSET FOR
SEPTIC ALARM
Ian
0 EXISTING CLEANOUT
TO BE ABANDONED
a° SCH. ao PVC CLEANOUT APPROX. LOCATION EXISTING
SANITARY LINES - TO BE
unF uI- rnn nn—. v
EXISTING 1 STORY
KOI POND HOUSE y
1303 SF
/ FFE 527.91 1
HAND DIG FORCE MAIN
AROUND K01 POND EXISTING BRICK Dann EXISTING 2 STORY FFE 526. \ \
CSS/ \SSA
SS
Ss
ss/ � �
CRITICAL STEEP SLOPES
Cl C
y i CROUTE FORCE MAIN
/
OUTSIDE OF CRITICAL
SLOPES AREA
� C
MAINTAIN MINIMUM 24"
COVER ALONG ENTIRE
v LENGTH OF FORCE MAIN,
J C C
C CC
SEE SANITARY PROFILE
2" SCHEDULE 40 PVC y
FORCE MAIN
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1
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5 N
J I
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7•
a
2" SCH. 40 PVC MANIFOLD LATERAL,
v VB1, TYP. 4 - SEE DETAILED SEPTIC
PLANS, BY OTHER
J
i
r "C"-MINIMUM SPACING'.; -TRENCHES
W E GRADE TO
i SETTLEMENT
5 - -
J- EARTH 3ACKFILL
J .. VDH APPROVED CRUSHED ROCK
FILTER. -CLOTH I OR CLEAN COARSE GRAVEL
1/2" TO 3/4" NO FINES
1 1/4" SCH 40 LPD PIPE
1
�I TYPICAL SECTION
vI
v
T D�
n -
ll
1 _
v 780 SOFT OF DRAINFIELD REQUIRED
'= ZONE 1 - 4 TRENCHES 65 FOOT 1QN1;
NOTES: EWCRT SURFACE RUN60F FROM DIUMNIB TMNCHES_.,.
L NO REDUCTION IN AREA FOR SUBSIMITED 517EN ALiLOWFD
n INSTAU. DRNNFIELD PER PLIWS
i
- LDP TRENCH SECTION
v SGALE: NTS
MOUND ABOVE GRADE TO
ALLOW FOR SETTLEMENT
EARTH BACKFILL
FILTER CLOTH
VB2, TYP. 4
A $"ING 9F. TRENCHES
0
1/4' SCH 40 LPD PIPE I
EZ FLOW BUNDLES TPICAL SECTION 4" PERFORATED PIPE
Ox. -- -
III Ise
J6 9'
7E0 SOFT OF DRAINFIELD REQUIRED
ZONE 1 - 4 TRENCHES 55 FOOT LONG
NDTES: DKITT SUFFACE RONOW W4 ENOTNG TKNOIM
NO REMMON IN MEL FOR SUBSUMED SrSrod ILI.QIED
D6rN DRNNREID 00 PVNS
LDP TRENCH SECTION (ALT)
SGALE: NTS
CRITICAL STEEP SLOPES
Cf /
/
GRAPHIC SCALE
10 20 40 a
( IN FEET )
1 inch = 20 ft.
Valve box -'- 6' RDUNDVALVE BD V 11 box2
�I
^� III BRICK SUPPORTS��
N (THREE)
FINISH GRADE
(24' deep)
3/16' holes E 5' OC
First hole a 2.5'
52 holes per 1pd zone E 6 o clock position
'7 hales per lateral
LDP LATERAL SECTION
SGALE: NTS
PLAN VIEW
USE SILICON ADHESIVE
BETWEENRISERIOINIS
BRING TO 2" ABOVE GRADE
WITH RZ SET POLY RISERS
CONSEALCS-102 ANGLED
\ (ASTMC-M)
OFFICE
HIGH PRESSURE SEALS
(ASTM 1227) (ASTM 923)
LPD
jW
INK
SCREW DOWN RISERS WITH
STAINLESS STEEL SCREWS
/HIGH PRESSURE SEALS
s(ASTM 1227) (ASTM 923)
LPD
PUMP
TANK
ZABHL A3OQ17a24 VC -BE
EFFLUENT FILTER
EXTEND HANDIE TO
_C77['pNON VIRw
NOTES:
1. SEPTIC TANK IS NEW 1NO GALLON TOP SEAM CONCRETE TANK
2. IFILET -PER VDH SEWAQE DISPOSAL sed HANDLING RMil
3. OUTLET WITHEFFLUENTFI.TER
4. TANKS PENETRATIONS MUST BE WATERPROOFED AM NOT LEAK.
5.2V IUSERON INURTIOUTLET SIDB OF TANK.
6. TANK SHALL BE H2O RATED WITH H2O CAST IRON RISERLFLOCATED IN TRAFFIC AREA.
17000 GAL. TOP SEAM SEPTIC TANK
SGALE: NTS
�O
WW1
TRAFFIC RATED CLEAN OUT COVER 4" SCH 40 PVC CIFUtNOITI' CAP -... CRASS
%_
TRAFFIC SURFACE Ill �.
-•
a 6 NIf} rn
YN. _IC 4_ W
3000 PSI CONCRETE - 4"SCH 40 PVC PIPE r~h
V
4 X4 SCH 40 PVC VIM
TRAFFIC AREA NON TRAFFIC AREA
SANITARY CLEANOUT SECTION r2
SGALE; NTS
GENERAL NOTES:
FIRM INFO:
1. SEE APPROVED PLANS BY OLD DOMINION ENGINEERING DATED MARCH 23, 2021. Lineage Architects, P.C.
2. ALL PVC TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE.. P.O. Box 991
3. NO FALL IN LDP TRENCHES. 98 Lee Highway
4. PLACE PRESSURE RELEASE VALVE AT ANY INTERMEDIATE HIGH POINTS IN FORCE Verona VA 24482
MAIN. Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
Strap all Piping udc with pluck snaps
Pump Wines Coiled iu+ieer
\
and Najal.,reel sehms
r UNION, 2" BALL VALVE
1000 Gallon Concrete Top Seam Tank
21.64 gallin (Hanover Mid Seam)
Easy aortae t0 Valves Ledunitms
Ft=height, wig need III be ad)a,td
ARCHITECT NAME/SEAL:
if mldcdimendlals vary6tm 21.64 gellia
\
24'Mitrim®Climbs
\
BRING TO r ABOVE (MADE SCREW DOWN RISERS WITH
WITHEZSEFPOLYRISERS STAINLESS STEEL SCREWS
AND LID
1l
-ti "m•(wm)am,
2.0.8ch 40 PVC
HIGH PRESSURE SEALS
.SEPTIC
a -
—� Paz DRA NFIELD
\
cONszvLcs-toz�
(ASTM 1227) (ASTM 929)
TANK
,.
0
cfDJ,
SEMIC
-
Waraproof
PSch40PVC LPD
—�DRAINFMLD
-'
.1-
2'2
-9�
TANK
l,nnw_oe b.
aeatcoaduitwi&matu dmivgsealee
�G,N
7
T�
0
Highlevelstam0wt 3V
'f%
FII�IPRFSSl1R8 SBAL4
(AB1M rr2'0 (ASTM 921)
Cheek Valve
11
'
<mtodve lift w.
1000 GALLON Mm SEAM CONCRETE TANK
\
:
PUMP On 30"
_
3116vemhole ".
PVC Ficat TimeLDP
DOSING PUMP
TANK
PLAN
PU'"OFF 23'
SGALE NTS
C-04B
-
Redmdee OFf/
Low Level Alarm 19"
1000 Gallon Mid Seam Concrete Tank
Zoeller E191 Effluent Pump 45 Van
-
Ocenco MVP Sln DM
SEPTIC PLAN
SGALE 1"=20'
NOTES:
1. PUMP TANK 13 TOP SEAM 10DO GALLON CONCRETE TANK
2.IN1Er-C SCH40 PVC TEE
3. TANKS PENETRATIONS MUSTER WATERPROOFED ANDNOTLFAIL
4.24" POLY RISER ON OUTLET SIDE OF TANK.
5. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS
6. FLOAT HEIGHTS WILL NEED TO BE ADJUSTED IF TANK DIMENSFONS VARY FROM 21.64 GALLONS PER INCH
7. EASY ACCESS TO VALVES AND UNIONS
LDP DOSING PUMP TANK SECTION
SGALE: NTS
Fiat 3116" hole is 2.5' fiom start of wench
Snit of Tmnch � ManifDld is 24" deep
Bee site plan for manifold size
Vale boil
MANIFOLD TO TRENCH
SGALE: NTS
1.25' SCH40 PVC BALL VALVE
for restricting flow 6"-Round Valve Boat
VALVE BOX 1
SGALE: NTS
I PVC
1 1/4" SCH 40 PVC Slip to Female Threaded
1 1/4" SCH 40 PVC Threaded Cap
11/4' SCH 40 PVC
I
1 I/4' Elbow
VALVE
BOX
2
10
C
SGALE: NTS
C-04 B
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MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
1
SITE SUBMITTAL
7/13/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE:
MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
SEPTIC PLAN
AND DETAILS
DRAWING NUMBER:
C-04
B