HomeMy WebLinkAboutEngineer Plans - 2021T.O.F. EL.= 31.0'# FINISH GRADE OVER D -BOX = 28.9'± FINISH GRADE OVER CHAMBERS= 28.5' 29.5 GENERALNOTES'
PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET & FINISH GRADE OVER TANK EL.= REMOVABLE WATER -TIGHT COVER OVER 314" TO 1-112" DOUBLE WASHED
FI GRADE
OUTLET TO WITHIN 6" OF F.G , RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
fFOU D NDATION = 29.5 ' 29.0 f MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 118" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
@OUf I r(5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
PROP.
PVC SEWER 36" MAX. 1
21" MIN. ACCESS '
COVER (3 TYP.)� MIN TOP OF SAS = 26.63 PLACE RISERS ON ALL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PROP. SCH. 40 36" MIX. 25.80 36" MAX,, CHAMBERS W/ PIPED SYSTEM UNLESS OTHERWISE NOTED.
T± PVC SEWER BREAKOUT EL= 26.30 INLETS TO WITHIN 6"
�� 2" DROP MIN. � OF FINISHED GRADE--' I 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
Mw.s ore �i� 6" 3" 3" DROP MAX. 3" 9" L=20'± ELEVATION = 26.30' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
MIN s�oas x PROVIDE WATERTIGHT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S AND THE TOP OF
_ _ 13" „ 4" PVC IN FROM JOINTS (TYP.) ��' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
{COI1iI C IOi} 14 26.;50 SEPTIC TANK 4" PVC OUT TO 0 Q 0 0 o o O � D
" ° LEAC 'S".G =ACILI'^ -� o� 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
x2a7 / Opp 00 O 6, THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL!
_. INLET TEE 12,. o 0 0
C:) C) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
26.75' 48 TEES TO BE CENTERED OUTLETTEE 26.17 MIN. 26.00 2 0 o 0 0 0 0 O o�
0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
DIRECTLY UNDER RISERS GAS BAFFLE OVER MECHA IOCALLY o� o 0 CD o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
10.2' OFFSET TO FND AND DESIGN ENGINEER.
COMPACTED BASE 4.0''1 • - 8.6 (TYP) I 4.0' 4.0' 4.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK ELEVATION AS
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX I 4'83 SHOWN ON PLAN.
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' (IYP.)
COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET, GROUND WATER ELEV.= ? 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK '; PIPES TO BE LAID LEVEL. 23.80 12.83' THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
,_ „ ,_ „ �_ „ 5' MIN. Lr(. x s({j VIE 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CONTRACTOR TO VEPIf ', LENGTH 10 6 WIDTH 5 8 DEPTH 5 8 (Dimensions per CROSS SECTION VIEW TO THE DESIGN ENGINEER.
ri _ .
ELEVATION PRIOR TO AN � i t I � ( 1 �, ACME/Sho y) ; K ' ' L I F"' � 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL 8E MADE WATERTIGHT.
N* OTif Y =NGINF-�!R IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
SWING -TIES T '[' bl' !N7 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
�/ !s;' r.a / - APPROPRIATE AUTHORITY.
DESCRIPTION
HC -1
HC -2
TANK COVER IN (1)
28.8'
28.4'
TANK COVER OUT (2)
30:9'
33.8'
CORNER OF STONE (3)
44.8'
28.3'
CORNER OF STONE (4)
53.6
13.
CORNER OF STONE (5)
72.6
0 y ./" August 5, X021
fry <, (�f f DATE:
CORNER OF STONE (6)
66.4'
MAP 88
j 16.. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC = 30" - 48'
ASSESSOR'S MAP 88 LOT 1
TEXTURAL CLASS: I
- W OWNER OFREC ORD: JAMES SLATTERY
j F r
ADDRESS: 98 CAPTAIN NICKERSON ROAD
SOUTH YARMOUTH MA 02664
4 � 0„
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-SLAB r I.- .,� .j •tk,. Focus f
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YJ( I '�`� _" a I 3 r x rC LO 1, I .= g 30
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MAP 88 N �8
io co ,1 4 %
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04
LOT 77 Fj '. I .�."` ,^ $ ' I , 1 ;r 'f,f ,.s..r ,i �r' {r.*. i' .' 48"
CL
U� ,.
CV�� I \, �,,,,� // : / `.1 T �:w ,. I' •il J 1 /�L„rr '` r ,J`
0) PROPOSED 1,500I I
,.,_ GALLON CONCRETE t l
Cd
/ C % I 2 --
L
- " •, f
TANK � _1 _ • ,
x28.9 ! � SEPTIC A / ;/
a 1 I III \ , .
EXISTING1,000G.. _ �; �-'%'",'` ,�a s
PLASTIC SEPTIC TANK TO BF REPLACED w? N W ial
#96'i'00 GALLON CONCRETE EXISTINGTANK AS SHOWN 1 2) � 3 -BEDROOM t 1- _ Ir/ / <?` O LOCUS PLAN
V
1T'1) OVVELUNG / 1 ' _� Ji t c Q'
„ 13..
T,u z SCALE: 1" = 1000' 1„
28.50'
, r f `' -? r ' f PERC NO. N/A
12,
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
27'83
yA✓fr' "',- ' f ,•` INSPECTOR: Phil Ren ud BOH
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES; OR
17.
`
`i EVALUATOR: Michael Pi ental, EIT CSE
-
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
26.00'
N� 12334 MAP SH r , . _ ;`} f,' 1 l .r' /' fF C:S.E. APPROVAL DATE Oct. 27, 1999
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
24.50' 20.
0 y ./" August 5, X021
fry <, (�f f DATE:
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MAP 88
I 5 a9' f ' ajr-fa `51 'r r TEST PIT #: 1
21.
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
LOT 1
tlr r
.
ELEV TOP = 78.50'
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
/� d
,f r/'
16.50'
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
15,050±S.F.
ELEV WATER = < 16.50
15,
CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
RATE _ < 2!
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
..PERC min./inch
j 16.. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC = 30" - 48'
ASSESSOR'S MAP 88 LOT 1
TEXTURAL CLASS: I
- W OWNER OFREC ORD: JAMES SLATTERY
j F r
ADDRESS: 98 CAPTAIN NICKERSON ROAD
SOUTH YARMOUTH MA 02664
4 � 0„
, r ,
-SLAB r I.- .,� .j •tk,. Focus f
r
1"
t
f
a
HCA
YJ( I '�`� _" a I 3 r x rC LO 1, I .= g 30
o
MAP 88 N �8
io co ,1 4 %
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04
LOT 77 Fj '. I .�."` ,^ $ ' I , 1 ;r 'f,f ,.s..r ,i �r' {r.*. i' .' 48"
CL
U� ,.
CV�� I \, �,,,,� // : / `.1 T �:w ,. I' •il J 1 /�L„rr '` r ,J`
0) PROPOSED 1,500I I
,.,_ GALLON CONCRETE t l
Cd
/ C % I 2 --
L
- " •, f
TANK � _1 _ • ,
x28.9 ! � SEPTIC A / ;/
a 1 I III \ , .
EXISTING1,000G.. _ �; �-'%'",'` ,�a s
PLASTIC SEPTIC TANK TO BF REPLACED w? N W ial
#96'i'00 GALLON CONCRETE EXISTINGTANK AS SHOWN 1 2) � 3 -BEDROOM t 1- _ Ir/ / <?` O LOCUS PLAN
V
1T'1) OVVELUNG / 1 ' _� Ji t c Q'
„ 13..
T,u z SCALE: 1" = 1000' 1„
28.50'
FEMA FLOOD ZONE X
27'83
COMMUNITY PANEL # 25001C0587J
17.
DEED REFERENCE: BOOK 26139, PAGE 125
18.
PLAN REFERENCES: 1.) PLAN BOOK 192, PAGE 129 2.) PLAN BOOK 262, PAGE 20
26.00'
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
24.50' 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
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.
OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
16.50'
EXISTING LLACNi� tl1 \ �g� ���"f � // (1 j/ / � �O ! No Mottling, Standing or Weeping Observed
t 5
DESIGN
DATA TO BE PUMPED Fi .l_... / \ _.a._. ._, . _.:... / 29.5 / / 1! LL1 S DESIGN DA I i i
/ -: _
00
20 y, ��• (4 TP 1 (3 ( / ) / Z o NUMBER OF BEDROOMS (EXISTING) 3
k 50x0' EXISTING SPOT GRADE
\ ,' / }
- 50 - - - EXISTING CONTOUR
x29'2 28x5 ) $) V BenchmarZ NUMBER OF BEDROOMS (DESIGN) 3
Top Bulkhead ) /
Elev. = 30.00' DESIGN FLOW 110 GAUDAY/BEDROOM -� PROPOSED CONTOUR
\ ,
20.0' r Approx. MSL 0- TOTAL DESIGN FLOW 330 GAUDAY r-50-1 PROPOSED SPOT GRADE
/ I )) DESIGN FLOW x 200 = 660 GAUDAY -
PROPOSED TWO (2) O BASEMEN T`EXISTING GAS LINE
-
500 -GALLON LEACHING USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING OVER HEAD WIRES
CHAMBERS wt STONE _ cNi+,PROP. D BOX ( HC -2
EXISTING WATER LINE
x29.2
INSTALL 2 - 500 GAL. CHAMBERS w/ STONE ' TEST PIT LocaT10N
6) x29.9 i 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK
,.. ! rn r �t SIDEWALL CAPACITY
,•nom,
x29.5f , ' � ,.
12.8: = ) / LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
i
x29.9(5}J I GgS t t"z ,_ / /'
(25.0'+ 12.83') (2) (7) (0.74 GPDJ S.F.) =112.0 GAUDAY
CV
/ I ® PROPOSED DISTRIBUTION BOX
MAP 78{;u a 1 / /
LOT 26�, x29.1± c�s�' %s t I I BOTTOM CAPACITY
Q PROPOSED 500 GALLON LEACHING CHAMBER
__� (_ AS-�-. `. / / / � (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
8„ CA e _ / a
x29.1 i GAS " / / f (25.0'x 12.83) (0.74 GPD/S.F.) = 237.4 GAUDAY
r BUSH - CASCA S
Ji / REV. DATE BY APP'D. DESCRIPTION
PROPOSED INSPECTION PORT TOTALS:
,, BUS r= J A
x29.2 //kyr\ r } \� TOTALTOTAL
NEACHINGAREAUMBER OF MBERS 472.2 SQ.FT. PROPOSED SEPTIC IC SYSTEM UPVfLnDG
g 120.p0• - 29- - / / ! TOTAL LEACHING CAPACITY 349.4 GAL./DAY ",,A °F N4 PREPARED FOR:
MAP 78 N78. 03'40 1/ ry r JOHN ROBERT B. OUR CO., INC.
CHUB L JR.
LOT 36/ 1j
NOTES: No suss LOCATED AT
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
EACH SEPTIC SYSTEM COMPONENT.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
3.) PROPERTY IS LOCATED WITHIN A MASS. DEP APPROVED ZONE 11.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT.
it
,,. -I
i
IFSFRVFD }OR BOARD OF H TH USE
T68=021111 Haft Department
APPROVE � �¢
Nov*, Date
98 CAPTAIN NICKERSON ROAD
SOUTH YARMOUTH, MA 02664
SCALE: 1 INCH = 10 FT. DATE: AUGUST 14, 2021
0 5 10 20 40 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
Drawn By: MCP Designed By: MCP Checked By: JLC. JOB No. 5824