HomeMy WebLinkAboutEngineered Plan - 2019PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE FINISH GRADE OVER LEACHING FIELD= 12.0' - 13.8' GENERAL NOTES
: PROVIDE EXTENSION RISER WITH COVER FINISH GRADE OVER D -BOX = 13.4'+- SLOPE @ 2% MIN. OVER SYSTEM
OVER INLET & OUTLET TO WITHIN 6" OF 1 • UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
F.G. FOR BOTH EXISTING 1,500 GALLON REMOVABLE WATER -TIGHT COVER OVER „ i METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
F.F.E.= 14,52'± TANK &NEW 1,500 GALLON TANK RISER TO WITHIN 6" OF FINISHED GRADE 2 OF 1/8 TO 1/2 DOUBLE WASHED STONE
CODE AND ANY APPLICABLE LOCAL RULES.
5" DIA. OUTLET(S) 4" SCHEDULE 40 PVC MIN. SLOPE 1% 3/4" TO 1-1/2".DOUBLE WASHED STONE TO CROWN OF PIPE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
F.G. OVER EXIST. TANK EL.= 14.1'± F.G. OVER PROP. TANK EL.= 14.0'± } INSPECTION PORT w/ H-20
I ACCESS BOX w/ COVER TO 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
EXISTINGPROPOSED 4.70' MAX. I EL.=9.30 SYST
SEE NOTE 23 - - GRADE (SEE NOTE #21) - , _ EM UNLESS OTHERWISE NOTED.
SEWER PIPE4" SCH. 40 PVC SEE NOTE 23 PROP. 4" 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN .
SCH. 40 PVC TOP OF S.A.S. _
:
- E SAS. UNLESS A
- ND THE PERIMETER OF TH
7.8 FOR A DISTANCE OF 15'AROUND
:� r r
ELEVATION 7.88
'FOR
- PIPE
I TO D Box 4 PVC PERFORATED P P
R. -..: _ + 6. 0 MAX.. .AND THE TOP O
I-.. :, 0 FEET FROM S.A.S
�: LEAST FIVE F
_ __ _ _ - ____ L 20 - _ _ _ ___ __ _ _ - _ - ---_ _ _ _ __ _ ___ - 7.88 - 7.80...__._. ___ - -- _ _40 MIL GEOMEMBRANE LINER IS PLACE AT
2� DROP MIN.- 9:, � L 5± _ ,� � PROVIDE WATERTIGHT SLOPE AT 0.50% �. I
7.20 SEE NOTE 23
3 DROP MAX. T ELEVATION.
- LOPE @ t /^min. m , 9" 4" PVC IN FROM JOINTS TYP.
Fh 2" DROP MIN.'l SLOPE 1 /o min. ( ) THE LINER IS NOT LESS THAN THE BREAKOU E EVAT
NOTE: 14" �,� ^ SEPTIC TANK 4 PVC OUT TO 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
4 MIN. i
CONTRACTOR SHAlrL ��� 3.1 `* 14 • LEACHING FACILITY
LIQUID 4' MIN.
VERIs Y SIZE AND IQU _
LEVEL LIQUID 7.88 12.1 6..n' ` ...... XX
CONDITION OF EXIST. l LEVEL , �1
SEPTIC TANI\'. ,1 7.68 MIN. 7.51
0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TEES TO BE CENTERED 8'05 6" CRUSHED STONE
DIRECTLY UNDER RISERS OUTLET.TEE OVER MECHANICALLY
, 9
I OUTLET TEE COMPACTED BASE
INLET TEE TEES TO BE CENTERED J
`CONTRACTOR TO VERIFY EXISTING DIRECTLY UNDERRISERS 5 OUTLET DISTRIBUTION BOX 7.38 BOTTOM OF FIELD TO BE LEVEL EL. 6,70'
ELEVATION PRIOR 1-0 ANY WORK & 6 CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE
NOTIFY ENGINEER IF DIFFERENT. OVER MECHANICALLY LENGTH 11'-O" WIDTH 6'-2" DEPTH 6'-0" BASE. FIRST TWO FEET OF OUTLET 35.0'
COMPACTED BASE PIPES TO BE LAID LEVEL
arm
FEMA FLOOD ZONE X (<500)
.0
6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
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
6"EFFECTIVE AND DESIGN ENGINEER.
DEPTH
8. ELEVATIONS BASED ON NAVD 88 DATUM. BENCHMARK ELEVATION OF 12.47' ESTABLISHED
ON A NAIL SET IN THE DRIVEWAY ENTRANCE AS SHOWN ON PLAN.
9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
5' MIN. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
y - 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
(DIMENSIONS PER ACME-SHOREY)
CROSS SECTION VIEW GROUND WATER ELEV.- < 2,70' TO THE DESIGN ENGINEER. .
10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
EXISTING 1,500 GALLON SEPI IC ImA�II� ISR®POSED 1,500 GALLON � ? SEPTIC �,I K H- 0 DISTRIBUTION IOC S � DETAIL _ FIELD DETAILS. 4.00'PROP.(SeeGen.Note#22>
NOT TO SCALE NOT TO SCALE NOT TO SCALE TYPICAL FIELD PROFILE NOT TO SCALE FIELD END VIEW i 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING.
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
n
! s,L I ESTv DATA APPROPRIATE AUTHORITY.
NOTES:
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
p ), PERC NO. LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT
Ho
N/A j
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC i \�4 cel,?"LL.' - INSPECTOR: Phil Renaud DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
SYSTEM COMPONENT. EVALUATOR: Michael Pimentel, EIT, CSE
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
LOCATION OF THE PROPOSED n e. C.S.E. APPROVAL DATE: Oct. 27, 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE OC
LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS _
• - e /,� `� DATE: February 20, 2019 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
II 1
PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT r,,�►% • TEST PIT #. 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
i4� a`_. L- \ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
CONSISTENT WITH TEST PIT DATA. , r 11,.
+^J ! firms
;.,,.A. ..J ►•-, o �<�• �� d 'v' � -• ELEV TOP = 13.20'
\� 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
3). ENTIRE PROPERTY IS NOT LOCATED WITHIN THE LIMITS OF A DEP APPROVED ZONE 2.
ELEV WATER < 2.70' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
=
E PROVIDED ONLY AS A COURTESY FOR THE •\��' \ - < 16. PROPOSED PROJECT IS LOCATED WITHIN:
MAP 20 4.) SWING TIES SHOWN ON THIS PLAN AR O o , � e . PERC RATE - 2 min./inch
LOT 60 INSTALLER. CONTRACTOR SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD ; - • ' ASSESSOR'S MAP 20 LOT 62
PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF ��. `� /'� o �- �. �"O 1 DEPTH OF PERC = 4211-6011 - -
MEASUREMENTS APPEAR TO BE INCORRECT. -- ' f� j /1� OWNER OF RECORD: PARK AVENUE ASSOCIATES, INC.
o TEXTURAL CLASS: 1
ao :� `• V.
r �, •:; • + • c/o RICHARD PECKHAM
�'' �� �• Pa t1, ADDRESS: 173 SOUTH COLLIER BLVD G204
"' • �`` 13 20' MARCO ISLAND, FL 34145
LOUD I=L.=:14.52'
aR. ? No Mottling, Standing or Weeping Observed
24. THE FOLLOWING DEP VARIANCE IS REQUESTED FROM 310 CMR 16.223(l):
PROP. 1,500 GAL 4' O
,qL _ g� I' (1.) A VARIANCE FROM PROVIDING A MINIMUM EFFECTIVE LIQUID CAPACITY OF 200% OF THE
H-20 SEPTIC TANK 'O. ®,... �- . -- � %t' Is.Q DESIGN DATA DESIGN FLOW OF 770 GPD INSIDE EXISTING SEPTIC TANK. LIQUID CAPACITY PROV'D = 195%.
,h/ �O r
ap � � � TOTAL NUMBER OF BEDROOMS (EXISTING) 7 '� LEGEND
J o ,
dapro� c ` TOTAL NUMBER OF BEDROOMS (DESIGN) 7
"i.:, 0 �� �, SWING -TIES & SAS DIMENSIONS PLAN - - 50 - - EXISTING CONTOUR
APPROn •.. ,TE FLOOD ZONE LINE Q DESIGN FLOW 110 GAUDAY/BEDROOM S
DIGITIZED PER F.I.R.M. t 25001C0569J) =0 ' �� SCALE: 1" = 20'
EFFECTIVE JULY 16, 2014) 4 � � '' � � TOTAL DESIGN FLOW 770 GAUDAY ! E/T/C EXISTING UNDERGROUND UTILITIES
' � DESIGN FLOW x .200 % = 1,540 GAUDAY
O/H/W EXISTING OVERHEAD UTILITIES
DISTRIBUTION
F
OX (TO BE ABANDONED)#7
t d �\ USE EXISTING 1,500 GALLON SEPTIC TANK (1st tank in series) W W EXISTING WATER LINE
.PROP. H-20 D -BOX a���001 / b' " / , EXISTING
Ile
7-BEDROOM USE PROPOSED 1,500 GALLON SEPTIC TANK (2nd tank in series) GAS EXISTING GAS LINE
CESSPOOL TO BE PUMPED, REMOVED � MULTIFAMILY
O OFFSITE, AND FILLEDWITH CLEAN COARSE v f
��, C DWELLING SEE GENERAL NOTE 24 FOR VARIANCE REQUEST TEST PIT LOCATION
-13. TP 1 SAND PER 310 CMR 255(3) (TYP OF 2)
-23-14
)(Location per Title 5 Inspection Report dated 5 LOOR EL:=14.52'SEPTIC TANK SIZING: O O O EXISTING 1,500 GALLON SEPTIC TANK
7613
FIRST TANK IN SERIES:
PROP. 30' x 35' DESIGN FLOW x 200% = 770 x 2 = 1,540 GAUDAY (MIN. REQUIRED) O O O PROPOSED 1,500 GALLON H-20 SEPTIC TANK
-"
1.3- <v i LEACHING FIELD DESIGN CAPACITY = 1,500 GAUDAY (PROVIDED)
Benchmark -12"
\ \ O� USE EXISTING 1,500 GALLON SEPTIC TANK (first tank in series) PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
Nail in Drive S80
Elev.=12.47' 02' SECOND TANK IN SERIES: PROPOSED H-2 DISTRIBUTION
e r -p 12- , PROP. INSPECTION PORT ® 0 D BOX
NAVD 88 00 ` 00, i \� e/ I DESIGN FLOW x 100% = 770 x 1 = 770 GAUDAY (MIN. REQUIRED) I - PROPOSED 4" PERFORATED SCH. 40 PVC PIPE
w,, (1) DESIGN CAPACITY = 1,500 GAUDAY (PROVIDED)
LIGHT POST 11 I
X (<50U) ` 20" , RROPOSED 4 PVC VENT PIPE; (2) ® S USE PROPOSED 1,500 GALLON SEPTIC TANK (second tank in series) 3i
/ EXACT LOCATION PER OWNER
AE (EL.11) i / CI REV. DATE BY APP'D. DESCRIPTION
rgo,��Q� FAq� 0� ( I (3) SAS DESIGN: F, PROPOSED SEPTIC SYSTEM UPGRADE
LO )D ZOdE I_If�E DIVIDING: ZON` X (<500) FROi.I ZONEjo
r0 FN �,, �.1 AE (�_L.11} BASED ON ACTUAL ON -THE -GROUND ` 3S , INSTALL A 30'x 35' LEACHING FIELD ' ��P�tN °F Ssgo PREPARED FOR:
' 9 _ :� S� �Urv7ENT SURVEY (B. F. E. - 11.0' NAVD 88 BASED OPJ 0 _ tiG
F.Li M. 25001C0569J) (EF FECTIVE JULY 16, 2014) \ 'JOHN
CA E ENTERPRISES
o\ \ 4 l' CHURCHILL JR. �w PEWID TERPR
SIDEWALL CAPACITY
Permit valid for Etta'Altt UI so:P't'Ic SYti"1'H:M11 NO SIDEWALL AREA CREDIT TAKEN
\ ) NO.48066 0
to State and Local septic variances:
ON( Y., .due" /
Board of'Ilealth review and appr°ral is req uirert for {
�.:
\ ` + °� � � � LOCATED AT
(6) - ® BOTTOM CAPACITY
atfiiitions/reri(,i atiogs/alterations to ��\ 8
FS o
any Tutors
sewage tacrl, -and/or stru�tu cslds�clling. O ® ®\
(LENGTH x WIDTH) x (0.74 GAVSQ.FT.) = GAL./DAY
A L
\.'
2 PARK AVENUE
o (35' x 30' ) x (0.74 GAUSQ.FT.) = 777 GAL./DAY
y arjtto� th. Healih Department \ \ WEST YARMOUTH, MA
A` 4-ellb ryd ` TOTALS; SCALE: 1 INCH 20 FT. DATE: FEBRUARY 28, 2019
1
�• TOTAL LEACHING AREA 1,050 SQ.FT. �ZN of , o 10 20 40 so FEET.
(5) TOTAL LEACHING CAPACITY 777 GAL./DAY
- a__6 � �, JOHN L.G�� PREPARED BY:
��'`����
7 ARD OF HEALTH USE CHURCHILL JR. JC ENGINEERING, INC.
lygl;� -Daae A RESERVED FOR BO
CIVIL
l
No. 41807 2854 CRANBERRY HIGHWAY
ci EAST WAREHAM, MA 02538
SITE PLAN508.273.0377
SCALE: I"= 20' Drawn By: MCP Designed By: MCP Checked By: JLC JOB No. 4555
FEMA FLOOD ZONE X (<500)
COMMUNITY PANEL # 25001 CO569J -
17.
DEED REFERENCE: BOOK 4773, PAGE 215
18.
PLAN REFERENCES: 1.) PLAN BOOK 26, PAGE 105 2.) PLAN BOOK 275, PAGE 80
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
-
9.70'
20.
PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
8.20'
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21.
A 4" PERFORATED SCH_ 40 PVC/ PIPE SHALL BE PLACED IN A VERTICAL POSITION.TO A :.
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
22.
IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
I
APPROVAL IS REQUESTED FROM 310 CMR 15.212(1):
(1.) A 1.00' WAIVER (5.00'- 4.00') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
23.
IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7):
j
-
(1.) A 3.00' WAIVER (3.00'- 6.00') FOR THE MAX. COVER OVER THE SAS.
(2.) A 1.72' WAIVER (3.00'. 4.72') FOR THE MAX. COVER OVER THE H-20 DISTRIBUTION BOX.
2.70'
(3.) A 1.70' WAIVER (3.00'- 4.70') FOR THE MAX. COVER OVER NEW 1,500 GAL. H-20 SEPTIC TANK.
LOUD I=L.=:14.52'
aR. ? No Mottling, Standing or Weeping Observed
24. THE FOLLOWING DEP VARIANCE IS REQUESTED FROM 310 CMR 16.223(l):
PROP. 1,500 GAL 4' O
,qL _ g� I' (1.) A VARIANCE FROM PROVIDING A MINIMUM EFFECTIVE LIQUID CAPACITY OF 200% OF THE
H-20 SEPTIC TANK 'O. ®,... �- . -- � %t' Is.Q DESIGN DATA DESIGN FLOW OF 770 GPD INSIDE EXISTING SEPTIC TANK. LIQUID CAPACITY PROV'D = 195%.
,h/ �O r
ap � � � TOTAL NUMBER OF BEDROOMS (EXISTING) 7 '� LEGEND
J o ,
dapro� c ` TOTAL NUMBER OF BEDROOMS (DESIGN) 7
"i.:, 0 �� �, SWING -TIES & SAS DIMENSIONS PLAN - - 50 - - EXISTING CONTOUR
APPROn •.. ,TE FLOOD ZONE LINE Q DESIGN FLOW 110 GAUDAY/BEDROOM S
DIGITIZED PER F.I.R.M. t 25001C0569J) =0 ' �� SCALE: 1" = 20'
EFFECTIVE JULY 16, 2014) 4 � � '' � � TOTAL DESIGN FLOW 770 GAUDAY ! E/T/C EXISTING UNDERGROUND UTILITIES
' � DESIGN FLOW x .200 % = 1,540 GAUDAY
O/H/W EXISTING OVERHEAD UTILITIES
DISTRIBUTION
F
OX (TO BE ABANDONED)#7
t d �\ USE EXISTING 1,500 GALLON SEPTIC TANK (1st tank in series) W W EXISTING WATER LINE
.PROP. H-20 D -BOX a���001 / b' " / , EXISTING
Ile
7-BEDROOM USE PROPOSED 1,500 GALLON SEPTIC TANK (2nd tank in series) GAS EXISTING GAS LINE
CESSPOOL TO BE PUMPED, REMOVED � MULTIFAMILY
O OFFSITE, AND FILLEDWITH CLEAN COARSE v f
��, C DWELLING SEE GENERAL NOTE 24 FOR VARIANCE REQUEST TEST PIT LOCATION
-13. TP 1 SAND PER 310 CMR 255(3) (TYP OF 2)
-23-14
)(Location per Title 5 Inspection Report dated 5 LOOR EL:=14.52'SEPTIC TANK SIZING: O O O EXISTING 1,500 GALLON SEPTIC TANK
7613
FIRST TANK IN SERIES:
PROP. 30' x 35' DESIGN FLOW x 200% = 770 x 2 = 1,540 GAUDAY (MIN. REQUIRED) O O O PROPOSED 1,500 GALLON H-20 SEPTIC TANK
-"
1.3- <v i LEACHING FIELD DESIGN CAPACITY = 1,500 GAUDAY (PROVIDED)
Benchmark -12"
\ \ O� USE EXISTING 1,500 GALLON SEPTIC TANK (first tank in series) PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
Nail in Drive S80
Elev.=12.47' 02' SECOND TANK IN SERIES: PROPOSED H-2 DISTRIBUTION
e r -p 12- , PROP. INSPECTION PORT ® 0 D BOX
NAVD 88 00 ` 00, i \� e/ I DESIGN FLOW x 100% = 770 x 1 = 770 GAUDAY (MIN. REQUIRED) I - PROPOSED 4" PERFORATED SCH. 40 PVC PIPE
w,, (1) DESIGN CAPACITY = 1,500 GAUDAY (PROVIDED)
LIGHT POST 11 I
X (<50U) ` 20" , RROPOSED 4 PVC VENT PIPE; (2) ® S USE PROPOSED 1,500 GALLON SEPTIC TANK (second tank in series) 3i
/ EXACT LOCATION PER OWNER
AE (EL.11) i / CI REV. DATE BY APP'D. DESCRIPTION
rgo,��Q� FAq� 0� ( I (3) SAS DESIGN: F, PROPOSED SEPTIC SYSTEM UPGRADE
LO )D ZOdE I_If�E DIVIDING: ZON` X (<500) FROi.I ZONEjo
r0 FN �,, �.1 AE (�_L.11} BASED ON ACTUAL ON -THE -GROUND ` 3S , INSTALL A 30'x 35' LEACHING FIELD ' ��P�tN °F Ssgo PREPARED FOR:
' 9 _ :� S� �Urv7ENT SURVEY (B. F. E. - 11.0' NAVD 88 BASED OPJ 0 _ tiG
F.Li M. 25001C0569J) (EF FECTIVE JULY 16, 2014) \ 'JOHN
CA E ENTERPRISES
o\ \ 4 l' CHURCHILL JR. �w PEWID TERPR
SIDEWALL CAPACITY
Permit valid for Etta'Altt UI so:P't'Ic SYti"1'H:M11 NO SIDEWALL AREA CREDIT TAKEN
\ ) NO.48066 0
to State and Local septic variances:
ON( Y., .due" /
Board of'Ilealth review and appr°ral is req uirert for {
�.:
\ ` + °� � � � LOCATED AT
(6) - ® BOTTOM CAPACITY
atfiiitions/reri(,i atiogs/alterations to ��\ 8
FS o
any Tutors
sewage tacrl, -and/or stru�tu cslds�clling. O ® ®\
(LENGTH x WIDTH) x (0.74 GAVSQ.FT.) = GAL./DAY
A L
\.'
2 PARK AVENUE
o (35' x 30' ) x (0.74 GAUSQ.FT.) = 777 GAL./DAY
y arjtto� th. Healih Department \ \ WEST YARMOUTH, MA
A` 4-ellb ryd ` TOTALS; SCALE: 1 INCH 20 FT. DATE: FEBRUARY 28, 2019
1
�• TOTAL LEACHING AREA 1,050 SQ.FT. �ZN of , o 10 20 40 so FEET.
(5) TOTAL LEACHING CAPACITY 777 GAL./DAY
- a__6 � �, JOHN L.G�� PREPARED BY:
��'`����
7 ARD OF HEALTH USE CHURCHILL JR. JC ENGINEERING, INC.
lygl;� -Daae A RESERVED FOR BO
CIVIL
l
No. 41807 2854 CRANBERRY HIGHWAY
ci EAST WAREHAM, MA 02538
SITE PLAN508.273.0377
SCALE: I"= 20' Drawn By: MCP Designed By: MCP Checked By: JLC JOB No. 4555