HomeMy WebLinkAboutEngineer Plan_ FINISH GRADE OVER D -BOX = 52.7'± FINISH GRADE OVER CHAMBERS= 52.4'- 51.4'
'C -OUT FL. EL = 54.311 SLOPE @ 2% MIN. OVER SYSTEM
PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER 314" TO NET DOUBLE WASHED 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET & H-20 RISER TO WITHIN 6" OF F.G. STONE TO CROWN OF PIPE
4" SCHEDULE 40 PVC MIN SLOPE 1°la INSPECTION PORT w/ ACCESS BOX WITH 2" OF 1/8" TO 152" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE OUTLET TO WITHIN 6" OF F.G. COVER TO GRADE (SEE NOTE #21) CODE AND ANY APPLICABLE LOCAL RULES.
L = 54 2'# F.G. OVER TANK EL. = 553.3' } r5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC -� 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
@ FND. E - DESIGN ENGINEER.
TOP of SAS = 49.405 PLACE H-20 RISER
9"MIN. 9" MIN ON CHAMBERS 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SYSTEM UNLESS OTHERWISE NOTED,
SCH. 40 PVC 4" PVC TEE 36" MAX. !48.409' 1" MAX. BREAKOUT EL = 48.905 w/PIPED INLETS TO
- + WITHIN 6" OF F.G. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3° DROP MAX „ SEWER PIPE L-$ _ o 0 o a
6" 3 3 9
fPROPOSED4"
PROVIDE WATERTIGHT ELEVATION = 48.90' FORA DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS, UNLESS A
2 DROP MIN _ nl sioae@ir --
0 004,0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
13" 4" PVC IN FROM f JOINTS (TYP.) 0 0 0000 Q D o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
14" SEPTIC TANK O 4' PVC OUT TO -� oo O O I-1 0 5, SLOPE ALL SOLID PIPE AT 1,0% MINIMUM
CONTRACTOR TO PROVIDE LEACHING FACILITY 1.00' o0 o o L rJ
SPECIFIED DROP BETWEEN o 0 6. THIS SYSTEM IS NOT DESlGNEDFOR A GARBAGE DISPOSAL.
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 48 8O� MIN 6 48 635 _T- 00 0 0 t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 7, LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
SHALL VERIFY SIZE 48" VERIFY CONDITION OF \ OUTLET TEE 1,00' 000 000 4 0 0 00 00 000 0 00 00 moo 0 0000 00 00
0 0 0O oo 00 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
AND CONDITION SIZE
EXISTING TEES GAS BAFFLE 6" CRUSHED STONE + oo - NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY 3 25' 3.25' 1 5' 1.y AND DESIGN ENGINEER.
TANK NECESSARY COMPACTED BASE 1 6.0' 1018. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK ELEVATION AS
OUTLET DISTRIBUTION BOX 42.5 6.0' SHOWN ON PLAN.
TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 39.00'
FIRST TWO FEET OF OUTLET Z46.40' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
BASE.
PIPES FI ST LAID LEVEL ; THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LC -6 CHAMBERS 5 MIN CHAMBER END V{E r` 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW P AL CHAMBER PROFILE p TO THE DESIGN ENGINEER.
TO
10.
SEPTIC TANK PROFILE H-20 C HA �, ,7- t -''k ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
' NOT TO SCALE _____ _a...h _ __.:.._ _. i 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
NOT TO SCALE NOT TO SCALE
r_._. ___:---r_. -_
_._ .:.
�_.._.___._. _. - -- ) REGULATIONS. OWNER/APPLICANT lSTOOBTAIN SUCH DETERMINATION FROM
TEST PST STA APPROPRIATE AUTHORITY.
NOTES:
f *., • < PERC NO. N!A
t I ,,. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
'.* fi ' INSPECTOR: Phil Renea' d BOH UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF t « ,
EACH SEPTIC SYSTEM COMPONENT. .4 TRAVELED WRVS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
EVALUATOR: Michael Pim ntel EIT CSE
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS !N rHE LOCATION OF THE C.S.E. APPROVAL DATE: Ct. 27, 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT • `• .i} DATE: May 13,202' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF Q RQ
P®
� 8C 10 . �='�` �^` MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY
= _ ,+, TEST PIT #:
lower-- �• • . ' MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
HEALTH IF SOILS ARE NOT _
_ . • . s., --..e ELEV WATER _
P 540` W108 • • r d• `y ELEV TOP - 54.00' FINES OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CM 15.255(3).
3.) PROPERTY IS NOT LOCATED WITHIN A MASS DEP APPROVED ZONE II. �f
r..? - .-,. 1 •.,! r'f •y M;.,,.-' + ►'e - i`',' PERC RATE _ < 2 rit 00
�•• -_ �, • • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
4J SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY ♦ J • • < 3�in./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
FOR THE INSTALLER INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS y " .• •,. 16., PROPOSED PROJECT !S LOCATED WITHIN:
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL " ° _
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. //� • • •~ f TDEXTURAL CLASS:ASSESSOR'S MAP 134 LOT 138
O¢ PPV _ > w e e - *9 z ` RC36 I `� OWNER OF RECORD: LINDA MttLER &LINDA SINGLETON
PE "
�OG� /'` ¢ `• , *19 POMPANO ROAD
6 4`��' a a ADDRESS:
YARMOUTH PORT, MA 02675
DWELLING
3 HC -2 No Mottling, Standing or Weeping Observed
/� p�
DESIGN DATA I LEGEND
` SAO
permit valid for REPAIR OF SEPTIC SYSTEM w - 50x0' EXISTING SPOT GRADE
r \i,, f NUMBER OF BEDROOMS (EXISTING) 3
ONLY, due to State and Local septic vuiaucea w_ 'O FL. EL.=54,3'± ( - -_ ._ 0 - - --- EXISTING CONTOUR
Board of Health review and approvhl is required for \ NUMBER OF BEDROOMS (DESIGN) 3 5 XIS INC
S 'b
any future additionslrenovations/attentions to
�
� 110
GAUDAY/BEDROO
M _
PROPOSED CONTOUR
sewage facilities and/or structures/dwelling. DESIGN FLOW
iQiADESIGN FLOW 330 GAUDAYCC
Yamouth Health Department C1 50 PROPOSED POT GRA
DE
200 / 660 GAUDAYAPPROVED DESIGN FLOW x
r EXISTING UNDERGROUND UTILITIES
�O
P� E GALLON SEPTI TANK EXIST NG GAS LIN
56 - 4 / - - - _ 2G' � -- USE EXISTING 1,000 LLO C
- � GAS
---- I E
Due
0
Na 53x3' \ / / /'y` �ej - W - - EXISTING WATER LINE
- . _ _ _ _ _ �i 3,, INSTALL (6) LC -6 LEACHING CHAMBERS w/ STONE
b h : TEST PIT LOCATION
PROPOSED H°20
DISTRIBUTION BOX i / SIDEWALL CAPACITY EXISTING 1,000 GALLON SEPTIC TANK
d (2 19 �' / / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0:74 GPD/S.F.) = GAUDAY
20" ,(PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
tO \ISTUMP (TPP) / / 3„ 3 v
(42.5'+6.0')(2)(2')(0.74 GPD/S.F.) = 143.6 GAUDAY tee«
s. {4) 3) i : - y I \ BOTTOM CAPACITY PROPOSED DISTRIBUTION BOX (H-20)
j 42.5'/
/ (LENGTH x WIDTH) (0J4 GPD/S. F.) = GAUDAY C3 PROPOSED LC -6 LEACHING CHAMBER (H-20)
/
--52--- (42.5'x6.0') (0.74 GPD/S.F.) = 188.7 GAUDAY
1f _
PROPOSEDf e� p8.00 REV. DATE BY APP'D. DESCRIPTION
INSPECTION PORT / TP 1 �} 1 r ,int TOTALS:
13,. ,A5 t5
f / 50�"' 4� 5 - _ S' • TOTAL NUMBER OF CHAMBERS 6 PROPOSED SEPTIC SYSTEM UPGRADE
SWING -TIES
DESCRIPTION
N �O$ooLOCUS
HC -2
FEMA FLOOD ZONE X
4950'
°'
17.
DEED REFERENCE: BOOK 13889, PAGE 190
l
CO
.
•
A 61,
THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL
k _;0,
0 C,
21.
A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TOA
Y oNX
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
r
22.
OWNER / APPLICANT I CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
•..
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
B
36"
I
'y'�ly'�`'r3,`-
:
„/
=n
�•
• `. .
�v. rr3'1E1r?r-ry
MAP 134
_
MAP 134
, • ,-
LOT 138
Yp
LOT 137r.
♦.� ` r
t..
y L.
C
11,340± S. F.
µMQ
`
i
s,..a
y
PLAN
MAP 134#
`
EXISTING
�_ T
LOCUS
LOT 139
3 -BEDROOM
h i
SCALE: 1" = 1000'
132"
DWELLING
3 HC -2 No Mottling, Standing or Weeping Observed
/� p�
DESIGN DATA I LEGEND
` SAO
permit valid for REPAIR OF SEPTIC SYSTEM w - 50x0' EXISTING SPOT GRADE
r \i,, f NUMBER OF BEDROOMS (EXISTING) 3
ONLY, due to State and Local septic vuiaucea w_ 'O FL. EL.=54,3'± ( - -_ ._ 0 - - --- EXISTING CONTOUR
Board of Health review and approvhl is required for \ NUMBER OF BEDROOMS (DESIGN) 3 5 XIS INC
S 'b
any future additionslrenovations/attentions to
�
� 110
GAUDAY/BEDROO
M _
PROPOSED CONTOUR
sewage facilities and/or structures/dwelling. DESIGN FLOW
iQiADESIGN FLOW 330 GAUDAYCC
Yamouth Health Department C1 50 PROPOSED POT GRA
DE
200 / 660 GAUDAYAPPROVED DESIGN FLOW x
r EXISTING UNDERGROUND UTILITIES
�O
P� E GALLON SEPTI TANK EXIST NG GAS LIN
56 - 4 / - - - _ 2G' � -- USE EXISTING 1,000 LLO C
- � GAS
---- I E
Due
0
Na 53x3' \ / / /'y` �ej - W - - EXISTING WATER LINE
- . _ _ _ _ _ �i 3,, INSTALL (6) LC -6 LEACHING CHAMBERS w/ STONE
b h : TEST PIT LOCATION
PROPOSED H°20
DISTRIBUTION BOX i / SIDEWALL CAPACITY EXISTING 1,000 GALLON SEPTIC TANK
d (2 19 �' / / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0:74 GPD/S.F.) = GAUDAY
20" ,(PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
tO \ISTUMP (TPP) / / 3„ 3 v
(42.5'+6.0')(2)(2')(0.74 GPD/S.F.) = 143.6 GAUDAY tee«
s. {4) 3) i : - y I \ BOTTOM CAPACITY PROPOSED DISTRIBUTION BOX (H-20)
j 42.5'/
/ (LENGTH x WIDTH) (0J4 GPD/S. F.) = GAUDAY C3 PROPOSED LC -6 LEACHING CHAMBER (H-20)
/
--52--- (42.5'x6.0') (0.74 GPD/S.F.) = 188.7 GAUDAY
1f _
PROPOSEDf e� p8.00 REV. DATE BY APP'D. DESCRIPTION
INSPECTION PORT / TP 1 �} 1 r ,int TOTALS:
13,. ,A5 t5
f / 50�"' 4� 5 - _ S' • TOTAL NUMBER OF CHAMBERS 6 PROPOSED SEPTIC SYSTEM UPGRADE
SWING -TIES
DESCRIPTION
HC -1
HC -2
FEMA FLOOD ZONE X
4950'
COMMUNiTYPANEL# 25001CO579J
17.
DEED REFERENCE: BOOK 13889, PAGE 190
18,
PLAN REFERENCE: PLAN BOOK 207, PAGE 57
4200' 19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20.
THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL
k _;0,
NOT ASSUME ANY LIABILITY 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 TOA
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.
OWNER / APPLICANT I CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
39.00'
DWELLING
3 HC -2 No Mottling, Standing or Weeping Observed
/� p�
DESIGN DATA I LEGEND
` SAO
permit valid for REPAIR OF SEPTIC SYSTEM w - 50x0' EXISTING SPOT GRADE
r \i,, f NUMBER OF BEDROOMS (EXISTING) 3
ONLY, due to State and Local septic vuiaucea w_ 'O FL. EL.=54,3'± ( - -_ ._ 0 - - --- EXISTING CONTOUR
Board of Health review and approvhl is required for \ NUMBER OF BEDROOMS (DESIGN) 3 5 XIS INC
S 'b
any future additionslrenovations/attentions to
�
� 110
GAUDAY/BEDROO
M _
PROPOSED CONTOUR
sewage facilities and/or structures/dwelling. DESIGN FLOW
iQiADESIGN FLOW 330 GAUDAYCC
Yamouth Health Department C1 50 PROPOSED POT GRA
DE
200 / 660 GAUDAYAPPROVED DESIGN FLOW x
r EXISTING UNDERGROUND UTILITIES
�O
P� E GALLON SEPTI TANK EXIST NG GAS LIN
56 - 4 / - - - _ 2G' � -- USE EXISTING 1,000 LLO C
- � GAS
---- I E
Due
0
Na 53x3' \ / / /'y` �ej - W - - EXISTING WATER LINE
- . _ _ _ _ _ �i 3,, INSTALL (6) LC -6 LEACHING CHAMBERS w/ STONE
b h : TEST PIT LOCATION
PROPOSED H°20
DISTRIBUTION BOX i / SIDEWALL CAPACITY EXISTING 1,000 GALLON SEPTIC TANK
d (2 19 �' / / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0:74 GPD/S.F.) = GAUDAY
20" ,(PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
tO \ISTUMP (TPP) / / 3„ 3 v
(42.5'+6.0')(2)(2')(0.74 GPD/S.F.) = 143.6 GAUDAY tee«
s. {4) 3) i : - y I \ BOTTOM CAPACITY PROPOSED DISTRIBUTION BOX (H-20)
j 42.5'/
/ (LENGTH x WIDTH) (0J4 GPD/S. F.) = GAUDAY C3 PROPOSED LC -6 LEACHING CHAMBER (H-20)
/
--52--- (42.5'x6.0') (0.74 GPD/S.F.) = 188.7 GAUDAY
1f _
PROPOSEDf e� p8.00 REV. DATE BY APP'D. DESCRIPTION
INSPECTION PORT / TP 1 �} 1 r ,int TOTALS:
13,. ,A5 t5
f / 50�"' 4� 5 - _ S' • TOTAL NUMBER OF CHAMBERS 6 PROPOSED SEPTIC SYSTEM UPGRADE
SWING -TIES
DESCRIPTION
HC -1
HC -2
CORNER OF STONE (1)
15.0'
72.1'
CORNER OF STONE (2)
46.1'
42.6'
CORNER OF STONE (3)
48.4'
48.1'
CORNER OF STONE (4)
21.0'
75.5'
PROPOSED (6} LC 6 ! ' 56 - -. -_ __ _. TOTAL LEACHING AREA 449.1 SQ.Fr.
_/ ,H °F "+4s PREPARED FOR:
CHAMBERS (H-20) wl STONE-/ TOTAL LEACHING CAPACITY 332.3 GALJDAY¢"` sgcy
24" .: �''; _� JOHN �� ROBERT B. OUR CO., INC.
MAP 134 o CH JR.
JR. ,
LOT 135 U CI ti
N0.! 8066
j LOCATED AT
Benchmark
i 48 _.. Nail Set in 7" Tree
- Elev. = 50.00'
Approx, MSL
RESERVED FOR BOARD OF HEALTH USE
SITE PLAN
SCALE: 1" = 10'
19 POMPANO ROAD
r YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 10 FT. DATE: MAY 26 2021
0 10 20 40 80 FEET
OF
ycs PREPARED BY:
oo cHu CH L.
- JC ENGINEERING, INC.
NO°41807 2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
' Drawn By: MCP Designed By MCP Checked By JLC JOB No. 5721