HomeMy WebLinkAboutEngineered Plan - 2019T.O.F. EL.= 41.-6'+ FINISH GRADE OVER D -BOX =41.5'+
, PROP. VENT WITH CHARCOAL FILTER TO ABOVE GR/ DE -
PROVIDE EXTENSION RISER FINISH GRADE OVER CHAMBERS= 41.101- 41.70 GENERAL �-
WITH COVER OVER INLET &FINISH GRADE OVER TANK EL.
REMOVABLE WATER -TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED .
FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. j r+_ RISER TO WITHIN 6" OF FINISHED GRADE STONE TO CROWN OF PIPE
f@FOUNDATION = 40.3± 40.7 4 INSPECTION PORT WITH ACCESS BOX SCHEDULE 40 PVC 1 • UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
11 MIN SLOPE 1% 2" OF 1/8" TO 1/2" DOUBLE WASHED - CODE AND ANY APPLICABLE LOCAL RULES.
5 DIA. OUTLET(S) TO F.G. (SEE GENERAL NOTE #21) I
24" MIN. ACCESS
STONE OR GEOTEXTILE FILTER FABRIC
COVER (3 TYP.) 9" MIN. j - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
36" MAX. , PLACE RISERS ON ALL �' DESIGN ENGINEER. .
PROP. SCH. 40 3.5 MAX. TOP OF SAS = 37.70
PVC SEWER PROP. SCH. 40 4.0' MAX. CHAMBERS WITH 11
SEE NOTE 23 , INLET PIPES TO 6" OF 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER 36.70 SEE NOTE 23 BREAKOUT EL = 37.20 SYSTEM UNLESS OTHERWISE NOTED.
MIN. SLOPE @ 1 % 611. 311 211 DROP MIN.
FINISHED
GRADE
114"
- - 11
3 DROP MAX. -
--L-44: _ _MIN. SLOPE 1% - - _ _ __ . _ _. -_ ___-_ _ __ _ _ __ __ _ 4. TO PREVENT BREAKOUT, -THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN13" PROVIDE WATERTIGHT4" PVC IN FROM JOINTS (TYP.) o ELEVATION = 37.20'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
*38 0'�u ,140 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
37.5Q SEPTIC TANK O 4 PVC OUT TO Q ooO <D o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
ILEACHING FACILITY o 037.75' INLET TEE 120C�o0 oo ,05. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
4811OUTLET 1 EE 37.00 MIN. 36.83 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
2' o 0
00 DC:X0 0 0
TEES TO BE CENTERED 11 Oo 7. LOCAL BOARD OF E
GAS BAFFLE 6 CRUSHED STONE ° ° o o o� HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
10.2' OFFSET TO FND DIRECTLY UNDER RISERS OVER MECHANICALLY o0 CZ)0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
COMPACTED BASE NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
6" CRUSHED STONE 1j 8.5' (TYP) I 4.0 4 0' 4.0' AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 40.00'
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 1
COMPACTED BASE C C C C C BASE. FIRST TWO FEET OF OUTLET 25.0 (TYP.) , ESTABLISHED ON TOP OF BOUND AS SHOWN ON PLAN.
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK PIPES To BE LAID LEVEL. 34.70' GROUND WATER ELEV.= < 29.67 I
12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
LENGTH 10'-6'r WIDTH 5r-8" DEPTH 5'-811 2 - 500 GALLON CHAMBERS 5' MIN. + THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
*CONTRACTOR TO VERIFY EXISTING (Dimensions er CROSS SECTION VIEW CHAMBER END VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TYPICAL CHAMBER PROFILE �, ,� , n
TO THE DESIGN ENGINEER.
4�-g-! .P'1 a"� 4 r / � i; r � as a.
ELEVATION PRIOR TO ANY WORK & SEP'TIC' iia T/� (� ) iOl- L.. ACME/Shorey) ) - U DIST I B T IOI BOX DETA1 L -2U C AMBER DETAILS
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
C p� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
� ' ,' ,.'S? �' -• '-� C'�, i' �, TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
-''; •' ,' J •� / APPROPRIATE AUTHORITY.
f J' .�• �.r? { PERC NO. N/A
,
�=`= Sf+`!9+' . 'r'` -":h: •� INSPECTOR: Phil Renaud 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
a r'- • \ * •v UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
EIT CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
MA�p 96 . a ,_� �, ,' � `�` ,�< •_-_ _ EVALUATOR: Michael Pimentel, ,
f `° �J \'t ~- s s ' ` C.S.E.' Oct. 27 1999
S E. APPROVAL DATE.
LOT 16 g .. �\ .' ( (S� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: September 18, 2019
t a( 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT #: 1
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP = 41!00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
_ 116' I 4 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
WOO79° 261 Z�1IW r1 r p ` t, �+ A-{. i f Rb ELEV WATER = < 29;67'
S ;' .+� �, ` r 15. CONTRACTOR SHALL NOTIFY DE
- - - s, :. �;', Og SIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
- - - 3,$ PERC RATE _ < 2 rein./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
37 � �' � � � � � �- - _. - - - BEEXISTING
PUhV1PED FCHING ED w IT TO �`\ `h:.; � _ a-� � • _.M ;',; -� .: ., • �
_ .r
3$ - - - - -- - 3 rr, �, _ .,�,.. 1, �. * i-) DEPTH OF PERC = 30 - 48 16. PROPOSED PROJECT IS LOCATED WITHIN:
3g , 1. 9 - \ CLEAN SAND ABANDONED
._ \ rr.� , „•
w ��� �' ' y �•�4 TEXTURAL CLASS: 1 ASSESSORS MAP 96 LOT 11
101, 40 1 -
'` 1411 � ` - - - - - I a f � ,.• � _ � ` O ` ADD OWNER OF RECORD: JOSEPH R. &MARY V. MURPHY
I IO7c p: - + _ o i Ii ADDRESS: 127 EASTWOOD CIRCUIT
�- d _
_.: LOCUS f
\ R �,
`�.,' �. � 0" 41.00' WEST ROXBURY, MA
\ INCE \ �RN090 i -EXISTING 1,000 GALLON SE p �` '' `�` f ✓' > ?
TANI<TO BE PUMPED, BOTTOM O t, ;'` `_
� _ � �` ;C -.., A Loamy San
' - - m 1 ,1 %' ''� rte- 10Yr 3/1 FEMA FLOOD ZONE X
I I I RUPTURED, FILLED w/ CLEAN Z r 1 - 4 40.67
01 I I I 1011 PROPOSED 1,500 GALLON
SAND & REPLACED AS SHOW; ! i '� COMMUNITY PANEL # 25001C0578J
11
p� I I I I H-10 SEPTIC TANK 1� � -% Loam Sand 17. DEED REFERENCE: DEED BOOK 1775, PAGE 118
\
•�' 10Yr 5/8 ,
C15s_-; r/ , ~� 1 II �� 18. PLAN REFERENCE: PLAN BOOK 207, PAGE 55
(2 \ PROPOSED CLEANOUT { ' ?�'
T� 1 r 30 38.50'
r
� � � �, 3 � f . • , • .-." , 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
Zl I I I I \ 61, 1411 �.Y .. Perc r
/ • • 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
41x O / iGgs �.. _ / `�♦ • • 48
{ I I I P� AAs I I
FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
37
\ 10 \ a .. y ` ti •' �,< ' 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
G t ° CONCRETE BH N o I `� �' I • • ` DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
• • • Med. -Coarse and
-' PATIO ° c� o.,� � , ; • 1 ;, * .
N / \ 3) o
° ..° - � I REMOVABLE THREADED CAP SH BE DONT TOP
\ \ (4 12•a 1 ' w o r 2.5Y
� HC ` 4 � ��'"� • • • � • C 616 i VA ALL LACE HETO ALLOW FOR INSPECTIONS
° / I (Q 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND
D
PROPO ED H-20 °
$ °a
\ \ 1 r
DISTRIBUTION BOX _ INV. -38.8'± / I APPROVALS FOR THIS PROJECT.
TOF=41.6 ± \ I LOCUS PLAN 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
lio°, , �, MAP 96, APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7).
` �'- 1 #2 777 N I LOT 12 SCALE: I"= 1000' (1.) A, 0.5' WAIVER (3.0'- 3.5') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX.
I 29.6T (2.) A 1.0' WAIVER 3 0' 4.0') FOR THE MAXIMUM COVER OVER THE SAS.
O --a , , C-2 ; EXISTING i 136
-� S a r 3 -BEDROOM I No Mottling, Standing or W e in Observed
... I 9 g p g
DWELLING I DATA /�
GARAGE DESIGNI DATA LEGEND
\\ O I I NUMBER OF BEDROOMS (EXISTING) 3 50x0' EXISTING SPOT GRADE
I \ 10 3• NUMBER OF BEDROOMS (DESIGN) 3 - - - 50 - - - EXISTING CONTOUR
PROPOSED TWO (2) 500 GALLON DESIGN FLOW 110 GAUDAY/BEDROOMS PROPOSED CONTOUR
6) HC -3
H-20 LEACHING CHAMBERS W/ I I
SURROUNDING AGGREGATE w 157 5 - - -.- - N I 0.0 TOTAL DESIGN FLOW 330 GAUDAY
I I I I 50 PROPOSED SPOT GRADE
1 co ( / �1� I DESIGN FLOW x 200 % = 660 GAUDAY
`I I GAS EXISTING UNDERGROUND GAS
MAP 96 I �y- USE PROPOSED 1,500 GALLON SEPTIC TANK
\ PROPOSED PROPOSED 4" SCH. / ' LOT 11 D / I 0 H W
40 PVC VENT
I / / EXISTING OVER HEAD WIRES
INSPECTION PORT. / .,a � 11,089± S.F.. `n /
Benchmark � � / vG
W W EXISTING WATER LINE
To of Bound I� R` t I / o I I _
Top � / a � INSTALL 2 500 GAL. CHAMBERS W/ AGGREGATE
Elevation=40.00' IN O D/� I TEST PIT LOCATION
Approx. M.S.L.
------ ------=------39---- SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY O O O PROPOSED 1,500 GALLON H-10 SEPTIC TANK
(25.0'+ 12.83') (2) (2') ( 0.74 GPD/ S.F.) = 112.0 GAUDAY
C) „
d \ / I PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
/ BOTTOM CAPACITY
O PROPOSED H-20 DISTRIBUTION BOX
0 6' 21,.E LENGTH x WIDTH 0.74 GPD/S.F. GAUDAY
( )( )
0o�'� i N79 5g' ' N '31 (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY PROPOSED 500 GALLON H-20 LEACHING CHAMBER
/ M
_ TOTALS:
g`b _ s'� _ TOTAL NUMBER OF CHAMBERS 2
TOTAL LEACHING AREA 472.2 SQ.FT. REV. DATE BY APP'D. DESCRIPTION
OF pA ENT TOTAL LEACHING CAPACITY 349.4 GAL./DAY y , PROPOSED SEPTIC SYSTEM UPGRADE
EpGE
/ mi,r �-
Pert valid for REPAIR OF SYSTicr*1 r� �� PREPARED FOR:
ONLY, due to StateandLocal septic variances.
CAPEWIDE ENTERPRISES
I��rd of IB�alah review and approval is rce��rei for � _� v I Ut,ut� -,�s1 „�i ;
any future additions/renavatia�as/alteratior s to
NOTES:
TR
dsw
sewage fci:aticand/or structures/dwelling. �,t;,r,��i/
• LOCATED AT
DESCRIPTION
HCA
HC -2
HC -3
SEPTIC COVER IN (1)
28.0'
39.7'
--
SEPTIC COVER OUT (2)
35.3'
32.3'
--
CORNER OF STONE (3)
-
14.8'
34.3'
CORNER OF STONE (4)
--
25.5'
40.1'
CORNER OF STONE (5)
--
27.3'
24.4'
CORNER OF STONE (6)
17.8'
12.9'
Y�rrc>routh Wealth Department
JASM!I�IE LPYOU �� 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF `f''
�401W�pE EACH SEPTIC SYSTEM COMPONENT. APPPIZ VED,' y' 2 JASMINE STREET
YARMOUTH PORT, MA
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE h L/ j
`
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT SCALE: 1 INCH = 10 FT. DATE: SEPTEMBER 25 2019
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF;;„u;`L 7e 0 5 10 20 40 FEET
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
3.) ENTIRE PROPERTY IS LOCATED WITHIN A MASS. DEP APPROVED ZONE II. RESERVED FOR BOARD OF HEALTH USE {� PREPARED BY:
r
JC ENGINEERING, INC.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY,`..,%
2854 CRANBERRY HIGHWAY
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL`£'` j`rl� EAST WAREHAM, MA 02538
SITE PLAN � }.�, �.��g�f,r-''
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT: j t •! 508.273.0377
SCALE: 1 = 10
Drawn By: MCP Designed By: MCP Checked By: JLC JOB No. 4823