HomeMy WebLinkAboutEngineered Plan - 2019T.O.F. EL.=
/_
12.4'±
8.3'
14.4'
41.9'
FINISH GRADE
15.3'
20.4'
60.3'
@ FND. EL.=
27.1'
23.9'
51.2'
30.6'
28.6'
21.1'
4"
24.0'
23.6'
JJ�E-,\ISTIN')
SEWE,`Z
PIPE
41.4'
17.4'
14.1'
NTRACTOR TO PROVIDE
ECIFIED DROP BETWEEN
ET AND OUTLET
,C 0,NTRA : TfO N' TO Vf,-_R i_Y E:XISTI.,�G
ELI: W%1_1G:. PRIO' _.i.0 A+�Y �^4`C�;I� �
ti;1T4b:Y PI,: mIl�.' Fii It= DI"--FERz_NT.
PROVIDE EXTENSION RISER
WITH COVER OVER INLET &
OUTLET TO WITHIN 6" OF F.G.-\
_ F.G. OVER TANK EL. = 10. 1'±v
FINISH GRADE OVER D -BOX = 9.5'+-
REMOVABLE
.5'±
REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
�5" DIA. OUTLET(S)
FINISH GRADE OVER CHAMBERS = 9.2' - 9.4'
SLOPE @ 2% MIN. OVER SYSTEM
- 4" SCHEDULE 40 PVC MIN SLOPE 1% INSPECTION PORT WITH ACCESS
BOX TO F.G. (SEE NOTE #21)
PROPOSED 4" I
36" M
SCH. 40 PVC 9„ MIN. AX. TOP OF SAS = 8.23'
I
L SEWER PIPE j 7.40 36" MAX. BREAKOUT
F ---111 BREAKOUT EL = 7.90 -
73
^� GENERAL NOTES
3/4" TO 1-1/2" DOUBLE WASHED I. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
2" OF 1/8" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR USE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
;
PLACE RISERS ON 11 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
CHAMBERS w/PIPED SYSTEM UNLESS OTHERWISE NOTED.
INLETS TO 6" OF 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
FINISHED GRADE ELEVATION = 7.90' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
6„ 3" 3" DROP MAX L- _ 00
3 9 PROVIDE WATERTIGHT
2" DROP MIN MIN. SLOPE@1%
-( 4" PVC IN FROM
JOINTS (TYP.) 0 00,
0 0
j 13" 14" , 4" PVC OUT TO d 00
��
% _ SEPTIC TANK LEACHING FACILITY 0 0 == = 0 00
.._ O
CONTRACTOR SHALL , 12" 6" , 1' oo 0 0 0 0 q00
CONTRACTOR CONTRA OUTLET TEE 7.77 MIN. 7.60OQ
SHALL VERIFY SIZE 48" VERIFY CONDITION OF
AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE 4.0� 6,0' 4 0' 2.0'
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY (TYP.) VARIES (see plan
TANK NECESSARY COMPACTED BASE
5
�i OUTLET DISTRIBUTION BOX 6.40' GROUND WATER ELEV.= 2.40' mottlin
TO BE INSTALLED ON A LEVEL STABLE LC -6 CHAMBERS
_ -- - --� BASE. FIRST TWO FEET OF OUTLET 5' MIN. REQUIRED
PIPES TO BE LAID LEVEL. TYPICAL PR
CiAIiBER ®FILE 4' PROPOSED
(see Gen. Note #23)
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW �J y@T- DE
(�s AILS
g4j
.s ,�., r'°y. e a w^ m sus F e s e� -r a+ ® I V I B 4..�. I D E I f \ I L S (H-10
SEP � NIK P G IL -�`IU DIST I -I i(`I G/� I /SIL
NOT TO SCALE
NOT TO SCALE I ` NOT TO SCALE
PLAN NOTES:
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALON
TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN T
LOCATION OF THE PROPOSED LEACHING FACILITY TO
ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN O
PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF H
j IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MAS
APPROVED ZONE II.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED
AS A COURTESY FOR THE INSTALLER. INSTALLER SHA
VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIG
INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIF
ENGINEER IF MEASUREMENTS APPEAR TO BE INCORR
M
0
N
00
z
a-
d
J
SWING -TIES
DESCRIPTION
CORNER OF STONE (1)
CORNER OF STONE (2)
CORNER OF STONE (3)
CORNER OF STONE (4)
CORNER OF STONE (5)
CORNER OF STONE (6)
HCA I HC -2 I SCA I SC -2
36.9'
35.4'
8.3'
14.4'
41.9'
42.3'
15.3'
20.4'
60.3'
51.1'
27.1'
23.9'
51.2'
30.6'
28.6'
21.1'
44.2'
24.0'
23.6'
16.7'
50.7'
41.4'
17.4'
14.1'
1 � �
G THE / \
cp
HE OR
yl I
C \ >
N THIS �i \ X-X��� t X48 `� PROPOSED
HE ��QBJP / ��' \ '��y R`37 82 \ INSPECTION PORT
A na
10' �, TWfN � -� �� '�� 0
MASS f � v • 6 & 8° / TWIN \ma=r
PROPOSED SEVEN (7)
!
4z / 12 , 2" I\ -r.� LC -6 CHAMBERS w/ STONE
12 / \
ONLY ] - 181,
LL E XISTI"3 LLACii'I• G F=IE.L.D r}1 ,`�b�6 10„ y� 7X9 I \
RTO r^ rO I
}''LFi Ji_�.`�'v`rii;:L` ..=E^�i:,i it �--V �(b. \
Y C .;,TED 8-5 s , (�-� j �, ,, 1 _ 8 _ ( REMOVE ALL UNSUITABLE
r - j Q `t' 3 D MATERIAL DOWN TO TOP
ECT. EiE AEAI'D0" e -ED)-_/ ) . ,
a` a x.16 CLUSTER ` $ \ 1 0 � OF "B" SOIL & REPLACE w/
/ 7x6 \ 18"
3-6-9" 14„ 6 / \ >� ( PER 3CLEA110 COMR 255ARSE (3ND
j 8x4 \ \
J - 8x3 \ x4 6) \ - 1
t / I8x0 I (2 (� \
II
% 16„ U-5 7x5
,:, o Y n
8. I
I o. 10
�l
Cb
II {`'t i
TWIN / 12" ,17x9 0
Uj 2" f ` .. ` 6„ Ln
SC -2 0
8x7 - - - - - SHED 12.2' ,l"
CID
X \ \ _ .__. -.��, 14 Cp I
--,X�i �4) >
\� PROP.
>
EXISTING DeiIl",,!u ION D -BOX '
� 14" I �
W
E O>, I t a�. tzars DCiv 11-,
CLP&T.ER -- _ _ _ _ (5 Y I I :D
\i > M
>>MHCA�
I HC -2 T," - A � W
7- N w
>< c TOF =
x / 12.4'±
X
�\ CLUSTF_R U zi Z a
QI \ \
}I.i _F //> \ y I 00 N I
E,Il ileC 1,Guv CALLOF I \\ i O I \� I 1 I
Z I
S:'PTI C TAi'YK TO iaO I C)
UTILIZED IN i i iiJ DESI�.a's'N - - L___ /#85 / y I I
I 1 \ I �' Ln
I, \ I EXISTING I \� I q -4
\ \ I � .. 3 -BEDROOM / ( \ \ I I �-' C.B.
DWELLING i y 0
1 a> \ j, , I I �: I
I T „
\ \ , 10 I ( I \
rn t \ \ o
W
\ w w V
o
MAP 33 Q' oe� ► - �\
LOT 257 >,I 49 DECK 10
Co
> \ \CHIM./ I-
; [_IHVAC ��--- -MS7-- - - GAS GAS -f- GAS GAS - AS
h \\ /6"\/N 1
MAP 33
LOT 256ILO-
X �
x \\ / I 9x2 13,745± S.F. / / / / > `\
J, V/ \ // // / °-
Benchmark �0 ,lb
Top Threshold
x Elevation =13.48'
x N.A.V.D. 88
1 \
100.00'
S85° 43' 12"W
X PLAN MAP 33
MAP 33 SITE LOT 255
i n r Baa SCALE: 1" = 10'
COX)
Parkers River
!` = Beach
LOCUS PLAN
SCALE: 1" = 1000'
DESIGN ATA
NUMBER OF BEDROOMS (DESIGN) 3
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW 330 GAUDAY
DESIGN FLOW x 200 % = 660 GAUDAY
USE EXISTING 1,000 GALLON SEPTIC TANK
INSTALL (7) LC -6 H-10 LEACHING
CHAMBERS w/ STONE
SIDEWALL CAPACITY
(TOTAL PERIMETER) (1' HIGH) (0.74 GPD/S.F.) = GAUDAY
(114.0')(l') ( 0.74 GPD/ S.F.) = 84.4 GAUDAY
BOTTOM CAPACITY
(FOOTPRINT AREA) (0.74 GPD/S.F.) = GAUDAY
(350 S.F.) (0.74 GPD/S.F.) = 259.0 GAUDAY
TOTALS:
TOTAL NUMBER OF CHAMBERS 7
TOTAL LEACHING AREA 464.1 SQ.FT.
TOTAL LEACHING CAPACITY 343.4 GAL./DAY
RESERVED FOR BOARD OF HEALTH USE
0
A/E
"
)R 12
Pere
B 30"
a- _t 36„
C
.M
Loamy Sand
10Yr 4/1
Loamy Sand
10Yr 5/8
_Mottling
Standing GW t7a 66" _
Medium Sand
2.5Y 6/6
6.40'
4.90'
4.40'
2.40'
1.90'
EAST LONGMEADOW, MA 01028
FEMA FLOOD ZONE AE (ELA 1)
COMMUNITY PANEL# 25001CO589J
17. DEED REFERENCE: L.C. CERTIFICATE# 194699
18. PLAN REFERENCES: 1.) PLAN BOOK 229, PAGE 115 2.) L.C. PLAN #38203-A
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
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. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVAL IS REQUESTED FROM 310 CMR 15.212(1):
1.) A 1.0' WAIVER (5.0' - 4.0') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
LEG E '\.I
50x0' EXISTING SPOT GRADE
------ 50 ------ EXISTING CONTOUR
PROPOSED CONTOUR
r-50-1 PROPOSED SPOT GRADE
O/Flew --- EXISTING OVERHEAD UTILITIES
W EXISTING WATER LINE
Perinit valid for RI41)AIR OF SEVI'IC_ r'%'S I f N1 GAS EXISTING GAS LINE
ONLY, due ' to State' and I ocal septic ariam us.
Board of Ilealth reviev, and approval is re(uiied for
alay foture addihom►s/reli„%atiogs/altera ions to TEST PIT LOCATION
sewage tacilities_and/ot'stru(tores/dv�elling.
F,_..w...n EXISTING 1,000 GALLON SEPTIC TANK
l'armoutl► 1.9caltll DepartmentI i'� ;;,;�.
rr PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
- fJL ke t ( Q PROPOSED H-10 DISTRIBUTION BOX
Dat
�- O PROPOSED LC -6 H-10 LEACHING CHAMBER
REV. DATE
o>�P�AN of k4ssgc�
JOHN L.
v CHURCHILL JR. of
N0.48066 rr
OF
JOHN L. s
CHURCHILL JR. �a
CIVIL
NO. 41807
BY APP -D. DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR:
CAPEWIDE ENTERPRISES
LOCATED AT
85 NANTUCKET AVENUE
YARMOUTH, MA 02664
SCALE: 1 INCH = 10 FT. DATE: DECEMBER 2, 2019
0 5 10 20 40 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
Drawn By: ATB Designed By: MCP I Checked By: JLC --T JOB No. 4926
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
0
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
0 0
5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
(�
6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
2.0'
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
3.0'
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
(NP')
AND DESIGN ENGINEER.
7.0'
8• ELEVATIONS BASED ON N.A.V.D. 88 DATUM. BENCHMARK ELEVATION OF 13.48' ESTABLISHED
I
ON TOP OF A THRESHOLD AS SHOWN ON PLAN.
END r
CHA�'VrIL'ER EIS I� VIEW
I
9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
1
1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TO THE DESIGN ENGINEER.
10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
V
TEST PiT DATA
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
N/A
APPROPRIATE AUTHORITY.
0.PERC
1�
NO.
Phil Reneaud
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
f
INSPECTOR:
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
a
EVALUATOR: Michael Pimentel, EIT, CSE
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
4`
C.S.E. APPROVAL DATE: Oct. 27, 1999
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
-,
DATE: November 21, 2019
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
i1
-j
TEST PIT #:
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP = 7.40'
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
S
ELEV WATER = 2.40' (mottling)
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
IN
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND
PERC RATE _ < 2 min./inch
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
DEPTH OF PERC = 12" - 30"
16. PROPOSED PROJECT IS LOCATED WITHIN:
r!Q
ASSESSOR'S MAP 33 LOT 256
_.Fond
TEXTURAL CLASS: 1
OWNER OF RECORD: MARTIN F. &MARGARET SCHOENEMANN
�f
7 40
annRFSS• 167 ORCHARD ROAD
0
A/E
"
)R 12
Pere
B 30"
a- _t 36„
C
.M
Loamy Sand
10Yr 4/1
Loamy Sand
10Yr 5/8
_Mottling
Standing GW t7a 66" _
Medium Sand
2.5Y 6/6
6.40'
4.90'
4.40'
2.40'
1.90'
EAST LONGMEADOW, MA 01028
FEMA FLOOD ZONE AE (ELA 1)
COMMUNITY PANEL# 25001CO589J
17. DEED REFERENCE: L.C. CERTIFICATE# 194699
18. PLAN REFERENCES: 1.) PLAN BOOK 229, PAGE 115 2.) L.C. PLAN #38203-A
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
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. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVAL IS REQUESTED FROM 310 CMR 15.212(1):
1.) A 1.0' WAIVER (5.0' - 4.0') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
LEG E '\.I
50x0' EXISTING SPOT GRADE
------ 50 ------ EXISTING CONTOUR
PROPOSED CONTOUR
r-50-1 PROPOSED SPOT GRADE
O/Flew --- EXISTING OVERHEAD UTILITIES
W EXISTING WATER LINE
Perinit valid for RI41)AIR OF SEVI'IC_ r'%'S I f N1 GAS EXISTING GAS LINE
ONLY, due ' to State' and I ocal septic ariam us.
Board of Ilealth reviev, and approval is re(uiied for
alay foture addihom►s/reli„%atiogs/altera ions to TEST PIT LOCATION
sewage tacilities_and/ot'stru(tores/dv�elling.
F,_..w...n EXISTING 1,000 GALLON SEPTIC TANK
l'armoutl► 1.9caltll DepartmentI i'� ;;,;�.
rr PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
- fJL ke t ( Q PROPOSED H-10 DISTRIBUTION BOX
Dat
�- O PROPOSED LC -6 H-10 LEACHING CHAMBER
REV. DATE
o>�P�AN of k4ssgc�
JOHN L.
v CHURCHILL JR. of
N0.48066 rr
OF
JOHN L. s
CHURCHILL JR. �a
CIVIL
NO. 41807
BY APP -D. DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR:
CAPEWIDE ENTERPRISES
LOCATED AT
85 NANTUCKET AVENUE
YARMOUTH, MA 02664
SCALE: 1 INCH = 10 FT. DATE: DECEMBER 2, 2019
0 5 10 20 40 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
Drawn By: ATB Designed By: MCP I Checked By: JLC --T JOB No. 4926