HomeMy WebLinkAboutSeptic As-Built CardSLAB EL. = 22.0'± INSTALL H-20 RISER w/ CAST IRON FRAME & COVER OVER
INLET & OUTLET COVER OF EACH TANK AND PUMP CHAMBER
AS SHOWN. ADJUST TO REQUIRED GRADE w/ MIN. 2 OR MAX.
F.G. OVER EXIST. S.T. EL.= 20.7'± F.G. GRADE OVER PROP. S.T. EL.= 21.0'± 4 BRICK COURSES OR EQUIVALENT DIMENSION WITH
€ FINISH GRADE REINFORCED CONCRETE COLLARS
@ BLDG. EL.= 21.5'± F.G. GRADE OVER PROP. P.C.. EL.= 20.7'±
.EXISTING SE-- 19.67 19.22 9MIN.
PTIC PIPE " 18.92' 9" MIN.
PROP. 36"MAX. 36"MAX.
6„ 3" 2" DROP MAX. 4" SCH.If PROPOSED 2" SCH.40 PVC
9"
40 PVC 4" SCH.40 PVC TO D -BOX
2" DROP MAX.
--- 3" DROP MAX. SLOPE @ 1% min. 6" 3" "
f 10" 3 DROP MAX. 9" SLOPE @ 1% min.
PROPOSED J 14"-. rl
4" SCHAO PVC �_ 48" 10" 14" TANK TO BE WATER -TIGHT
1$.70, LIQUID 18.48_< 48\_18AND WATER -PROOF
LEVEL18.45' LIQUID
INLET TEE LEVEL 18.09
18" ZABEL FILTER INLET TEE
" TANK TO BE 1A1ATPP-TIr-'t4 I MODEL #A100 -8x18 -VC
2" PVC TEE
FINISH GRADE OVER D -BOX = 20"5'±
/ DISTRIBUTION BOX RISER AND REMOVABLE
/ COVER TO WITHIN 6" OF GRADE
9" MIN.
36"MAX.
C
4" PVC OUT
TO LEACHING
FACILITY -
6 CRUSHED STONE I " • I I • -• • �- --
OVER MECHANICALLY AND WATER -PROOF 18" ZABEL FILTER TANK TO BE WATER -TIGHT 6" CRUSHED STONE
COMPACTED BASE MODEL #A100 -8x18 -VC Mftft AND WATER -PROOF OVER MECHANICALLY , 7,, 6" CRUSHED STONE
6" CRUSHED STONE OVER MECHANICALLY COMPACTED BASE COMPACTED BASE 1$•24 Ws OVER MECHANICALLY
LENGTH 11'-6" WIDTH 6'-0" DEPTH 5'-11.5" LENGTH T-8" WIDTH '',-6'-2" DEPTH 5'-11.5"
PROPOSED 1 500 GALLON PROPOSED 1000 GALLON LENGTH T-8" WIDTH 6'-2" DEPTH 5'-11.5" COMPACTED BASE.
H-20 MONOLITHIC SEPTIC TANK PROPOSED 1000 GALLON TO BE wsTAUL.Eo oN A LEVE STABLE
H-20 MONOLITHIC SEPTIC TANK H-20 MONOLITHIC PUMP CHAMBER
TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE BASE. FIRST TWO FEET OF OUTLET
1 TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE PIPES TO BE LAID LEVEL.
PROP. 1,500 GALLON H-20 MONOLITHIC SEPTIC TANK, _ CROSS SECTION VIEW
PROP. 1,000 GAL. H-20 MONOt_ITHIC SEPTIC TANK H-10 DISTRIBUTION BOA DETAIL
& PROP. 1,000 GAL. H-20 MONOLITHIC PUMP CHAMBER
NOT TO SCALE NOT TO SCALE
BUOYANCY CALCULATIONS ----s y
Benchmark F'
Hydrant Bonnet Bolt PROPOSED 1500 GALLON H-20 MONOLITHIC SEPTIC TANK:
Elev. = 20.00' HIGH GROUNDWATER EL.= 14.30'
Approx. M.S.L. TOP OF TANK EL. =19.67'
�itrrirlr� BOTTOM OF TANK EL. =13.71'
WATER DISPLACED = (14.30'- 13.71') x 10.21'x 6.04'= 36.4 C.F.
CB/DIST- SYD WEIGHT OF DISPLACED WATER = 36.4.C.F..x 62.4 LB/C.F. = 2,270 LBS.
I � \ WEIGHT OF H-20 1500 GAL. MONO. SEPTIC TANK= 14,500 LBS. EL
Z,(( ��,�s SOIL COVER = (20.70' -19.67') x 10.21'x 6.04'= 63.5 C.F.
MAP 36 Nd: I TREE (TYP) WEIGHT OF SOIL ABOVE TANK = 63.5 C.F. x.120 LB/C.F. = 7,622 LBS.
AS -BUILT 40 MIL. IMPERVIOUS GEOMEMBRANE LINER 14,500+7,622=22,122 LBS. > 2,270 LBS.; THEREFORE ACCEPTABLE
o
LOT 98 L5 TOP EL.=19.4; BOT. EL.=15.4'
l:
TP
17.8' PROPOSED 1000 GALLON H-20 MONOLITHIC SEPTIC TANK:
/ EXISTING CATCH BASIN
9 1 �� HIGH GROUNDWATER EL.= 14.30'
/ i - N
RIM ELEV. =17.0±
TOP OF TANK EL. =19.22'
#1 �,` �' 20 �� 1 ° BOTTOM OF TANK EL. =13.26'
EXISTING EXIST. LEACHING TRENCH PER APPROVED M WATER DISPLACED = (14.30'- 13.26') x 8.29' x 5.46' = 47.1 C.F.
BUILDING S - - y" j SITE PLAN DATED 8-3-98; REV. 1-22-09 m WEIGHT OF DISPLACED WATER = 47.1 C.F:.x 62.4 LB/C.F. = 2,937 LBS. r
4 c- WEIGHT OF H-20 1000 GAL. MONO. SEPTIC TANK= 10,554 LBS.
EXISTING CATCH BASIN SOIL COVER = (21.00'- 19.22') x 8.29'x 5.46'= 80.6 C.F.
CB ST. 1` 1
\\RIM ELEV. =17.7'± WEIGHT OF SOIL ABOVE TANK = 80.6 C.F. x 120 LB/C.F. = 9,668 LBS.
�A'
10,554+9,668=20,222 LBS. > 2,937 LBS.; THEREFORE ACCEPTABLE
EXTEND ISLA
,9
ND
//' V
EXIST. PAY PHONE i, o SAS SHOWN \ (STgr O�
r'o" o ccs TOo S F y�Gy�Gh,RO PROPOSED 1000 GALLON H-20 MONOLITHIC PUMP CHAMBER: z
AS -BUILT INSPECTION PORT (TYP F 5) 4 n 2 HIGH 6go37, qy�Y qQ HIGH GROUNDWATER EL.= 14.30 >-
\ 1� \
WALL
O�� CGS 2S2S SS% O1jT TOP OF TANK EL. = 18.92' V
\ 6 AI BOTTOM OF TANK EL = 12 96'
AS -BUILT 42 ARC36 (#3613BD) BIODIFFUSEF�
1 e
5C y
REMOVE UNSUITABLE MATERIAL (INCLUDING EXISTING SAS)
DOWN TO "C" SOIL AND REPLACE WITH CLEAN COARSE SANQ a
DISTRIBUTION BOX & ASSOCIATED PIPING\ �l c
REMOVED
AS -BUILT H-10 DISTRIBUTION BOX -
11
AS -BUILT 1,000 GALLON H-20 MONOLITHIC PUMP CHAMBER
AS -BUILT 1,000 GALLON H-20 MONOLITHIC SEPTIC TANK
1,000 GALLON SEPTIC TANK REMOVED &
:PLACED WITH A NEW 1,500 GALLON H-20 _j Z
MONOLITHIC SEPTIC TANK �
No
O
� o
BC -2
Zw�
#16
BC -2
SEPTIC COVER IN (1)
QW
EXISTING
BC -1 �
33.2'
iL.
BUILDING
31.1'
SLAB = 22.0'±
SWING TIE MEASUREMENTS
35.4'
27.4'
DESCRIPTION
BC -1
BC -2
SEPTIC COVER IN (1)
33.9'
13.0'
SEPTIC COVER OUT (2)
33.2'
21.0'
SEPTIC COVER IN (3)
31.1'
26.9'
SEPTIC COVER OUT (4)
35.4'
27.4'
PUMP CHAMBER IN (5)
39.4'
28.5'
PUMP CHAMBER OUT (6)
43.7'
30.3'
BIODIFFUSER CORNER (7)
50.6'
37.9'
BIODIFFUSER CORNER (8)
51.1'
28.6'
INSPECTION PORT (9)
89.6'
69.6'
INSPECTION PORT (10)
99.5'
77.9'
INSPECTION PORT (11)
94.6'
72.3'
INSPECTION PORT (12)
89.6'
66.5'
INSPECTION PORT (13)
84.7'
60.9'
MAP 36
LOT 96
19-
S NO PARKING
��-APPROX. LOC. OF EXIST. WATERLINE
CONTRACTOR TO VERIFY
1 7, -
23:7
r---1
Y u##16
J w EXISTING
WATER DISPLACED = (14.30'- 12.96') x 8.29'x 5.46'= 60.7 C.F.
WEIGHT OF DISPLACED WATER = 60.7 C.F. x62.4 LB/C.F. = 3,785 LBS.
WEIGHT OF H-201000 GAL. MONO. PUMP CHAMBER= 10,554 LBS.
SOIL COVER = (20.70'- 18.92') x 8.29'x 5.46'=-'80.6 C.F.
WEIGHT OF SOIL ABOVE TANK - 80.6 C.F.-x 'i20 LB/C.F: •-.9,668 LBS.
10,554+9,668=20,222 LBS. > 3,785 LBS.; THEREFORE ACCEPTABLE
MAP 36
" Cr t4F: i n F do P\/r MIN SI OPP 1 D/
CB/PIN
LOCUS PLAN
SCALE: 1" = 1000'
FINISHED GRADE OVER BIODIFFUSERS= 202- 20,4'
SLOPE @ 2% MIN.
14' PROV'D
Varies See Site Plan - (SEE NOTE 21)
GROUND WATER ELEV.= 14.30' BIODIFFUSERS (END VIEW)
BIODIFFERS (PROFILE)
42 - ARC36 3613BDBIODIFFUSERS
NOT TO SCALE
TEST PIT DATA GENERAL NOTES
_4
4
I
16"
B
32"
Perc
42"
50"
56"
58"
C
120"
Fill
INSPECTOR: Philip Renaud
1- UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
>=
Mottling @ 42"
Weeping @ 56"
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
USE PROPOSED 1,500 GALLON SEPTIC TANK (FIRST TANK)
jI
Coarse S nd
EVALUATOR: Michael Pimentel, E.I.T.
CODE AND ANY APPLICABLE LOCAL RULES.
MANUFACTURERS CERTIFIED
DATE: November 20, 2008
2, ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
HEIGHT
I
TEST PIT #: 1
DESIGN ENGINEER.
TO BE PLACED BEHIND AND SIDE
ELEV TOP = 17.80'
3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
c)
ELEV WATER= X14.30'
SYSTEM UNLESS OTHERWISE NOTED.
INSTALL 42 -ARC 36 #3613BD BIODIFFUSERS �;',
( )
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
I
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ER CONDITION = 10 1.) MAGNETIC MARKING TAPE SHALL BE PLACED
\
PERC RATE - 2 min./inch
ELEVATION = 19.38' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
ELIMINATED. SPACES DUE;TO
ROPOSED SAS =4 ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM
-
1,
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
TOTAL SPACES REMAINING =
DEPTH OF PERC = 32" - 50"
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE APPROVAL
C
T ALARM ON
t
•35°� NO FRIALATORS OR STOVE OPERATION PERMITTED.
2.
(210.0') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 745.9 GAL. LEACHING/ DAY f
TEXTURAL CLASS: 1
5. SLOPE ALL SOLID PIPE AT 1.0 % MINIMUM.
NSB"21 6 ) .
J'
1.) A 1.0 WAIVER (5.0'- 4.0) FROM THE MINIMUM SEPARATION BETWEEN THE ESHGW TO THE
TOTALS: NOTE:
BOTTOM OF THE PROPOSED LEACHING FACILITY.
6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
322
`r? (6
0" 17 80'
7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
_4
4
I
16"
B
32"
Perc
42"
50"
56"
58"
C
120"
Fill
Sandy Loam
10Yr 5/6
>=
Mottling @ 42"
Weeping @ 56"
1 -
Standing 8
USE PROPOSED 1,500 GALLON SEPTIC TANK (FIRST TANK)
jI
Coarse S nd
2.5Y 6(
(5% Gravel; Loose)
i
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
16.47' AND DESIGN ENGINEER.
8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 20.00' ESTABLISHED
ON A HYDRANT BONNET BOLT AS SHOWN ON PLAN.
15.13' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
14.30' 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
13.63' TO THE DESIGN ENGINEER.
\ 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. E
13.13' ;
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
12.97' REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
12. ALL SEPTICSYSTEMCOMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
THEY SHALL WITHSTAND H-20 LOADING.
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. j
7.80' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
1,834 S.F.± o. EXISTING CANOPY LOT 97 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
L / BUILDING :ai 31,007 S.F + DESIGN DATA 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SLAB = 22.0'± �; -'-"'� co N SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
r�, r, USE #1: GASOLINE STATION; NUMBER OF ISLANDS = 3
U EXISTING FUEL ISLAND j rr DESIGN FLOW #1= NUMBER OF ISLANDS x 75 = 3 x 75 = 225; USE MIN 300 GPD 16. PROPOSED PROJECT IS LOCATED WITHIN:
lz: (TYP OF 3)
OUSE #2: RETAIL (RETAIL AREA = 1,000 S.F.±) ASSESSOR'S MAP 36 PARCEL 97
0__ JC ENGINEERING TO INSPECT DESIGN FLOW #2 = 50 GPD PER 1000 S.F. RETAIL = 1000/1000 x 50 = 50; SAY 50 GPD
CAPEWIDE ENTERPRISE'S WORK �, OWNER OF RECORD: JOSEPH J. SOUSA & LORRAINE A. SOUSA
- USE #3: SUPERMARKET (SUPERMARKET AREA = 834 S.F.±)
4-
INSPECTION SCHEDULE: DESIGN FLOW #3 = 97 GPD PER 1000 S.F. SUPERMARKET= 834/1000 x97 =80.9;, AY 97 GPD ADDRESS: 7087 VERDE WAY
--� NAPLES, FL 34108
1:) REMOVAL OF OLD SAS.
USE #4: FOOD PREP. AREA, WASHING, CLEANING, ETC.
CB/DIST. 2) BOTTOM OF SAS HOLE. DESIGN FLOW #4 =PER BOH AGENT USE 293 GPD FEMA FLOOD ZONE C
.� TOTAL DESIGN FLOW = 300 + 50 + 97 + 293 = 740 GPD
1'35 31 PUMPS OPERATION 1 COMMUNITY PANEL # 250015 0005 D
1 NOTE: PUMP ALARM TO BE ON A SEPARATE CIRCUIT. EFFECTIVE LEACHING AREA OF 4.8� SF/LF
TOTAL NUMBER OF BIODIFFUSERS: 42
ELECTRICAL PERMIT REQUIRED BY CONTRACTOR. OBTAINED FROM THE DEPARTMENT OF
INSTALL 1-1/4" PVC TO PANEL. JOINTS TO BE TOTAL NUMBER OF COUPLINGS: 0 ENVIRONMENTAL PROTECTION APPROVAL
MADE WATERTIGHT. WIRE PUMP AND FLOATS TOTAL LEACHING AREA: 1.008 REV.
TO DUPLEX "PAC -2" LEVEL CONTROLLER W/ - HOISTING CABLE 7 x 19 STAINLESS STEEL TOTAL LEACHING CAPACITY: 745.9 LETTER "MODIFIED CERTIFICATION FOR GENERAL
�. SUBMERSIBLE PRESSURE BELL 1/8" DIA. / 1;760 LB. STRENGTH USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS,
RR SPIKE
SITE PLAN
1 Rr.AI P- 1" = 9n'
°2
�\�--APPROX. LOC. OF EXIST. WATERLINE SZ� 5q 4.) LOCATION AND ELEVATIONS
PROPOSED DESIGN FLOW x 200% = 1,480 GPD (FIRST TANK IN SERIES)
17. DEED REFERENCE: BOOK 21628, PAGE 237
SLOPEVARIES
MANUFACTURERS
\ CONTRACTOR TO VERIFY N OF SYSTEM PRIOR TO BACKFILL.
USE PROPOSED 1,500 GALLON SEPTIC TANK (FIRST TANK)
jI
18. PLAN REFERENCE: PLAN BOOK 347, PAGE 24
TOP WALL = 21.5-26.0'
8"H x 18• L x 22^ W BLOCKS
MANUFACTURERS CERTIFIED
TO HEIGHT OF 5
HEIGHT
0 5.) FINAL GRADES INSPECTION.
PROPOSED DESIGN FLOW x 100% = 740 GPD (SECOND TANK IN SERIES) I
6' OF &4^ CRUSHED STONE SEPTIC
TO BE PLACED BEHIND AND SIDE
\ N
USE PROPOSED 1,000 GALLON SEPTIC TANK (SECOND TANK)
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
c)
EXIST. PARKING SPACES = 16
INCLUDING 1 H.C. NOTE:
( ) � � m
'
INSTALL 42 -ARC 36 #3613BD BIODIFFUSERS �;',
( )
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
REQUIRED PARKING SPACES
ER CONDITION = 10 1.) MAGNETIC MARKING TAPE SHALL BE PLACED
\
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
ELIMINATED. SPACES DUE;TO
ROPOSED SAS =4 ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM
-
SYSTEM CAPACITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
TOTAL SPACES REMAINING =
12> 10; THEREFORE OK. COMPONENT.
(TOTAL L.F. OF BIODIFFUSERS &COUPLINGS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) =GPD r
21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE APPROVAL
�-
T ALARM ON
t
•35°� NO FRIALATORS OR STOVE OPERATION PERMITTED.
2.
(210.0') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 745.9 GAL. LEACHING/ DAY f
IS REQUESTED FROM 310 CMR 15.212 (1)(B):
DISTANCE REQUIRED BETWEEN PUMP
NSB"21 6 ) .
J'
1.) A 1.0 WAIVER (5.0'- 4.0) FROM THE MINIMUM SEPARATION BETWEEN THE ESHGW TO THE
TOTALS: NOTE:
BOTTOM OF THE PROPOSED LEACHING FACILITY.
322
1 NOTE: PUMP ALARM TO BE ON A SEPARATE CIRCUIT. EFFECTIVE LEACHING AREA OF 4.8� SF/LF
TOTAL NUMBER OF BIODIFFUSERS: 42
ELECTRICAL PERMIT REQUIRED BY CONTRACTOR. OBTAINED FROM THE DEPARTMENT OF
INSTALL 1-1/4" PVC TO PANEL. JOINTS TO BE TOTAL NUMBER OF COUPLINGS: 0 ENVIRONMENTAL PROTECTION APPROVAL
MADE WATERTIGHT. WIRE PUMP AND FLOATS TOTAL LEACHING AREA: 1.008 REV.
TO DUPLEX "PAC -2" LEVEL CONTROLLER W/ - HOISTING CABLE 7 x 19 STAINLESS STEEL TOTAL LEACHING CAPACITY: 745.9 LETTER "MODIFIED CERTIFICATION FOR GENERAL
�. SUBMERSIBLE PRESSURE BELL 1/8" DIA. / 1;760 LB. STRENGTH USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS,
RR SPIKE
SITE PLAN
1 Rr.AI P- 1" = 9n'
COMPACTED GRANULAR BASE OR
(OPTIONAL CONCRETE LEVELING PAN)
RETAINING WALL (TYP
Keystone_or Approved Equal
NOT TO SCALE
JMENT 1.5^ BURIAL
EVERY T HEIGHT
TRIM CAP WITH CONT.
ADHESIVE (AS PER
SLOPEVARIES
MANUFACTURERS
�6
RECOMMENDATIONS)
TOP WALL = 21.5-26.0'
8"H x 18• L x 22^ W BLOCKS
MANUFACTURERS CERTIFIED
TO HEIGHT OF 5
HEIGHT
VARIES(p•{,,p�
6' OF &4^ CRUSHED STONE SEPTIC
TO BE PLACED BEHIND AND SIDE
WITH QUICK DISCONNECT
�
BENEATH THE WALL
t'
I
c)
ME
40 MIL GEOMEMBRANE LINER
F[
COMPACTED GRANULAR BASE OR
(OPTIONAL CONCRETE LEVELING PAN)
RETAINING WALL (TYP
Keystone_or Approved Equal
NOT TO SCALE
JMENT 1.5^ BURIAL
EVERY T HEIGHT
DATE BY APP -D. DESCRIPTION
"AS -BUILT" SEPTIC SYSTEM
.(N OFMq�„ PREPARED FOR:
�' I
JOHN s�N
CAF?�EWIDE ENTERPRISES
R• I�AY 2 2 2009
FARREN
b No. 33590 LOCATED AT
HEALTH DEPT.
S� EAST MAIN STREET
YARMOUTH, MA.
SCALE: 1 INCH = 20 FT. DATE: MAY 20, 2009
0 10 20 40 80 FEET
H OF
JOHN L. tidy°w� PREPARED BY:
CHURCHILL JC ENGINEERING, INC.
IVIL
416 7 2854 CRANBERRY HIGHWAY
' EAST WAREHAM, MA 02538
508.273.0377
Drawn By: BSM Designed By: MCP Checked By: JLC JOB
BNo.
1152�6/
INC. ON OCTOBER 3, 2003 (LAST MODIFIED JULY
2"BALL VALVE w/ UNIONS SCH. 80 PVC
DOSING & STORAGE REQUIREMENTS
23, 2008). TRANSMITTAL NUMBER = W000052.
GEORGE FISHER CO. MODEL NO. 560
U;'
Q- �
C° 3"
WITH QUICK DISCONNECT
�
DESIGN FLOW: 740 GPD
DOSING REQUIRED: 8 CYCLES !DAY
t'
I
c)
-
2"SCH: 40 TO
0
.D-BOX
740 GPD / 8 = 92.5 GAUCYCLE
�-
T ALARM ON
t
2"SCH. 40 TEE w/ CLEAN-OUT CAP
DISTANCE REQUIRED BETWEEN PUMP
- !
L
`r? (6
LEAD ON/LAG ON
1/4" WEEP HOLE IN DISCHARGE PIPE
ON AND PUMP OFF FLOATS:
�-
12
PUMP 7 5"
oFF "
3
2" BALL CHECK VALVE SCH. 80 PVC 100
P.S.I. FLOWMATIC MODEL No. 208S
92.5 GAUCYCLE = 250 GAUFT = 0.37 FT/CYCLE
(USE 0.38' TO PROVIDE FOR BACKFLOW)
I.
1/4" WEEP HOLE IN DISCHARGE PIPE
STORAGE REQUIRED ABOVE WORKING LEVEL: 740 GAL.
STORAGE PROVIDED ABOVE WORKING LEVEL: 750 GAL.
"AS -BU A _
U'7
NEMA 4 JUNCTION BOX CORROSION RESISTANT &
LIQUID -TIGHT CABLE CONNECTORS SUPPORTED
' `�
CONNECTORS SUPPORTED BY 1-1/4 PVC CONDUIT,
"
2" SCH. 40 PVC DISCHARGE PIPE
RESERVED FOR BOARD OF HEALTH USE
JOINTS TO BE MADE WATERTIGHT
TWO (2) BARNES SE411 PUMP 0.4 H.P., 115 V,
PLAN,
1750 RPM, 2" DISCHARGE PASSING 2" SOLIDS
_
PROP. 1'000 GAL, H-20 CONCRETE E
OREQUAL(IMPELLERDIAMETER,SIZE=5.44")
MONOLITHIC PUMP CHAMBER
NOT TO SCALE
DATE BY APP -D. DESCRIPTION
"AS -BUILT" SEPTIC SYSTEM
.(N OFMq�„ PREPARED FOR:
�' I
JOHN s�N
CAF?�EWIDE ENTERPRISES
R• I�AY 2 2 2009
FARREN
b No. 33590 LOCATED AT
HEALTH DEPT.
S� EAST MAIN STREET
YARMOUTH, MA.
SCALE: 1 INCH = 20 FT. DATE: MAY 20, 2009
0 10 20 40 80 FEET
H OF
JOHN L. tidy°w� PREPARED BY:
CHURCHILL JC ENGINEERING, INC.
IVIL
416 7 2854 CRANBERRY HIGHWAY
' EAST WAREHAM, MA 02538
508.273.0377
Drawn By: BSM Designed By: MCP Checked By: JLC JOB
BNo.
1152�6/
r I
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