HomeMy WebLinkAboutEngineer PlanPROV'D H.D.P.E. RISER w/ i.:
-12.1 t � � , , PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADEPROVIDE H.D.P.E, REMOVABLE, SECURED, FINISH GRADE OVER D-BOX = 13,Q FINISH GRADE OVER CHAMBERS = 13,Q - 13.2 „
F.G. OVER ° 3/4 TO 1-1/2 DOUBLE WASHED
FINISHED GRADE RISER w/ COVER TO WATER -TIGHT COVER TO SLOPE @ 2 to MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
@ FOUNDATION = 12.0'± WITHIN 6" OF F.G. TANK EL.= 12.1 12.4 F.G. (TYP OF 2) REMOVABLE WATER -TIGHT COVER OVER STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC
i 2" OF 1/8" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
f 30" MIN. 12 MAX' 5" DIA. OUTLET(S) MIN SLOPE 1%
STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE '
DISCONNECT
3,73 PROP. VALVE DESIGN ENGINEER.
SEE NOTE 22
_ . 2a" MIN. ACCESS 11 TOP OF SAS = 1 Z.O3' PLACE RISER ON ALL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
EL 8 6T S 11.00 2 SCH. 40 9 MIN• 9" MIN CHAMBERS w/ PIPED SYSTEM UNLESS OTHERWISE NOTED.
PROP. 4" COVER (TYP. OF 2) TO D-BOX 2" INLET TEE 36"MAX. 11.20' 36" MAX. INLETS TO WITHIN 6"
H. 40 PVC i BREAKOUT EL = 1 1 .7O
I OF FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
19't �L ELEVATION = 11,70' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A '
2 DROP MIN. L = 52' ERTIGHT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM SAS AND THE TOP OF
MIN. SLOPE (c� 1% 6" 3" 3" DROP MAX. 3" 9" o,
14"
ESHGW 9 EL_.6.2'± DIMENSION AS PER
- _ ACME-SHOREY
7.25' TANK TO BE WATER -PROOF
48 LIQUID DEPTH AND WATER -TIGHT WITH
POLYOLEFIN BACKED
EXTERIOR JOINT WRAP
1500 GALS. 500 GALS. 6 CRUSHED STONE
10J' OFFSET OVER MECHANICALLY
TO FND COMPACTED BASE
EL .= 2.50- 22" ZABEL FILTER
MODEL # Al801-4x22
(GAS BAFFLE ON BOTTOM)
PROPOSED 1500/1500 GAL. T'/l0-CO%4PART. H-20 SFPTICTAKK & PUMP CHAMBER (LP)
LENGTH 13'-011 WIDTH 7'-011 DEPTH 61-2'
ALL TEES TO BE LINEDU
DIRECTLY UNDER CENTER
NOT TO SCALE OF RISER OPENINGS
INSTALL 1-1/4 PVC TO HOUSE. JOINTS _..._ _. .
' NTS TO BE NOTE: PUMP MUST BE EQUIPPED
MADE WATERTIGHT. WIRE PUMP AND - WITH A HIGH LEVEL ALARM LOCATED
FLOATS TO SIMPLEX CONTROL PANEL No. `=--==
IN THE BUILDING SERVED WHICH IS
1-CC2 NEMA-1 MFG. HOOVER INSTRUMENTS-12"MAx�POWERED BY A CIRCUIT SEPARATE
+L
FROM THE CIRCUIT TO THE PUMP,
NEMA 4 JUNCTION BOX CORROSION RESISTANT r.
& LIQUID -TIGHT CABLE CONNECTORS
` r � 2" SCH. 40 TO D-BOX
SUPPORTED CONNECTORS SUPPORTED BY 1-1/4" 1
PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT 2" BALL VALVE w/ UNIONS SCH, 80 PVC
GEORGE FISHER CO. MODEL NO. 560
`!' I 2" SCH 40 TEE w/ CLEAN -OUT CAP
/PROVIDE WAT
JOINTS (TYP.)
2 SCH, 40 IN FROM�W] �`b� � � � O � � � � vff�
�`b� � � THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
PUMP CHAMBER 4" PVC OUT TO5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
LEACHING FACILITY o �' ooa 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
11.57`M N. 1211 6 '�1,40' 1' o o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
6" CRUSHED STONE o o oQ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
OVER MECHANICALLY o AND DESIGN ENGINEER.
r COMPACTED BASE 2 p, 6.0 (
(TYP) 4.0 (- 8. ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88). SEE
------ 4.0
5 OUTLET DISTRIBUTION BOX (TYP.)
BASE. ) BENCHMARK LOCATION AND ELEVATION AS SHOWN ON PLAN.
TO BE INSTALLED ON A LEVEL STABLE 34.0'
BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 6.20' mott(in 9• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL. 1 O.ZO 11.00, THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LC-5 Ci�iA'BERS 5.0' MIN. REQ'D CI`a,°�B�Rh;I]Q��/ 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
' 4.0 PROP. (See Gen. Note #22) TO THE DESIGN ENGINEER.
CROSS SECTION VIEW TYPICAL CHANgER PROFILE
w - - 10, ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. i
.; : u,-: :� v 4 i, .r 3 ` M.n e .,.. a ... •-. ?i . '• , 1•,' � :.. __ P-,# ^ _._ _
NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
REGULATOWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
SWING -TIES APPROPRIOTE. THAUTHORITY.
DESCRIPTION
HC-1
HC-2
TANK COVER IN (1)
41.2'
14.4'
TANK COVER OUT (2)
49.9'
16. V
CORNER OF STONE (3)
282
33.3'
CORNER OF STONE (4)
29.9'
62.8'
CORNER OF STONE (5)
22.4'
59.8'
CORNER OF STONE (6)
19.9'
27.2'
10.70 LAS VEGAS, NV 89108
FEMA FLOOD ZONE X (<500)
8.70' COMMUNITY PANEL # 25001CO588J
17, DEED REFERENCE: BOOK 35392, PAGE 281
18. PLAN REFERENCE: P.B. 400, PG. 80
7.20'
6.2019. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
5.70' 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
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
4.201
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. IN ACCORDANCE WITH 310 CMR 15.401-15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7) & 15.212(1):
1,) A 0.73' WAIVER (3.00' - 3.73') FOR THE MAXIMUM COVER OVER THE 1500/500 H-20
TWO -COMPARTMENT SEPTIC TANK / PUMP CHAMBER.
2.) A 1.0' WAIVER (5.0' - 4.0') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
0.70'
7
f 0
GARAGE GE - - - - i
925> NUMBER OF BEDROOMS (EXISTING) 3
! EXISTING (SLAP,) z_ - - r - - -- x;:0.0' EXISTING SPOT GRADE - - --
- --
• r NUMBER OF BEDROOMS (DESIGN) 3 ,
3 E3EIRtaO%1 p EXISTING CONTOUR
r
I�V4'ELLlNt� ! DESIGN FLOW 110 GAUDAY/BEDROOM -- Yarm Y e "r Department
(SLAB FND) ` t 0 r- 0 PROPOSED CONTOUR
TOTAL DESIGN FLOW 330 GAUDAY �+
1 -
1 Benchmark 1 DESIGN FLOW x 200% 660 GAUDAY 50 PROPOSED SPOT GRADE
Corner of Stoop4 Name Date
MAP 31 , _- ,- ' .w ' USE PROPOSED 1500/500 GALLON SEPTIC TANK /PUMP CHAMBER GAS EXISTING GAS LINE
1 Elev. = 12.57 _ __--------
0 LOT 87 \ o EXISTING OVER HEAD WIRES
} N.A. V. D. 88
( it
a. CHLM. _----' y 1 EXISTING WATER LINE a��. _
f HC-2 1 ° A HIN S W/ STONE X .. - INSTALL 5 LC-6 LE C G CHAMBER
v ! i
m J>� • ,� o , o ,- , A
( EXISTING LANDSCAPED AREA OCT 2 $ 2OZ4 ,
ti� ___ 00
SIDEWALL CAPACITY r
a HC-1 - . N c� �. TEST PIT LOCATION ; HEALTH DEFT.
:!11.1 (6 o PROPOSED -' ; (LENGTH + WIDTH) (2 SIDES) (1' HIGH) (0.74 GPD/S.F.) = GAUDAY
500/500 GALLON 2-COMPARTMENT
i
CLEAN -OUT ' (34.0 + 11.0) (2) (1) (0.74 GPD/ S.F.) 66.6 GAUDAY PROPOSED 1,
1 2) --PROP. 5 0/500-GAL rn �Q Ck-
1, 0 H-20 SEPTIC TANK /PUMP CHAMBER
M- ,` ! "1 2-COMPART"SENT H-20 SEPTIC
BOTTOM CAPACITY „ PROP. 410 fi'.'aiL. In,'�;�wii�li+"zl-i:=, `..? .C PIPE
rI �s-r1 (5 am,., ,-,- -- !1' .- - • �; r �enrn
GE0",'.�! BR, t ., E LI, x12 3 TANK I PUMP CI IAtti1F,L1. 9 G = PROPOSED 4 SOLID SCHEDULE 40 PV
- � (LENGTH x WIDTH) (0.74 GPD/S.F,) GAUDAY
TOP I--L.=11 70'; E-30T. EL,=33 10' `- AIN
1 3 / 40'x110') (0
� • TP 1 (3 .74 GPD/S.F.) = 276.8 GAUDAY Fg„� ._._ F��1 PROPOSED 2" SOLID SCHEDULE 40 PVC PIPE FORCEM #
% (1
FROPOSED 4" SCH. 40 PVC VENT; (J -,, EXISTING LEACHING PROPOSED DISTRIBUTION BOX
EXACT LOCATION PER OWNER -� 10k7' Q A CATCH -BASIN (TYP OF 2) , TOTALS:
^' = O ) ' r %� ' TOTAL NUMBER OF CHAMBERS 5 PROPOSED C LEACHING CHAMBER
''
f �3 TOTAL LEACHING AREA 464.1 SQ.FT.
REMOVE ALL UNSUITABLE o ` -� :� - -'' TOTAL LEACHING CAPACITY 343.4 GAL./DAY
MATERIAL DOWN TO "C" SOIL - 34.0' , '
& REPLACE w/ CLEAN COARSE
' P411 -- -(� 35, t 3 REV. DATE BY APP'D. DESCRIPTION
SAND PER 310 CMR 255(5) 10A a1 '' .W ;
5.
PROPOSED SEPTIC SYSTEM UPGRADE'
' 12 -. j-� DOSING & STORAGE REQUIREMENTS �k�� '
(4 0 , : 12.0 - <, PREPARED FOR i
DESIGN FLOW: 330 GPD' >:*
' ` J Jc"N ROBERT B. OUR CO., INC.
PROPOSED FIVE (5) LC-6 I� L PRCFOSED DOSING REQUIRED: 6 CYCLES / DAY cl�l�ftc�+iLL sR.
LEACHING CHAMBERS w/ STONE -� D#STRIBUTION _ - 7', 330 GPD / 6 = 55 GALS/CYCLE cl dil
BOX y `; a. - cc re
`_
NOTES: 1._ _ '
x t 1 0 DISTANCE REQUIRED BETWEEN PUMP LOCATED AT
25 WEST YARMOUTH ROAD
;� ,.> ON AND PUMP OFF FLOATS: i
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH J _ WEST YARMOUTH MA
SEPTIC SYSTEM COMPONENT. 5 MAP 31 ��� �,� 55 GALS/CYCLE -- 125 GAUFT = 0.44 FT/CYCLE '
- _ 1 `"j SE 0.50 TO PROVIDE FOR BACKFLO - _
-: LOT 89 i (U i SCALE: 1 INCH - 10 FT. DATE: OCTOBER 10, 2024
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE ; ' _ - 1
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT - �w' - _._ -- - - i 1 STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL." - 0 5 10 20 40 FEET
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF STORAGE PROVIDED ABOVE WORKING LEVEL: 337 GAL.
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. _ _ ___._..... _..__..__ __._.._ _..__._. _._.. _.. __ ry CHN y�
I _ r �+ `. PREPARED BY !
_ I RESERVED FOR BOARD OF HEALTH USE �F'�pc`'I` �' '� JC ENGINEERING, INC.
3. ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE It. _ J _ -.-- - - �� PAV1 '��1ENT -, ` ' U ���'''�
NO.
' , 1 � I ` � / 2854 CRANBERRY HIGHWAY
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR
THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE f r EAST WAREHAM, MA 02538
SITE PLAN 5O$.273.0377 I
FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY { � , , ,`
ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT IN THE FIELD. SCALE: 1" = 10' Drawn By: JTC Designed By: MCP Checked By: JLC JOB No. 8016
PROPOSED 1,5001500•*�'+ • ) `4 .,deg. 'i t' y r�Lewts (BOH) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
INSPECTOR: Bar
GAL. 2-COMPARTMENT H-20 SEPTIC TANK (LP)
'+ " •`�' - !'/ Y - �'� 1; i,` EVALUATOR: Michael Pimente! EIT CS UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
HIGH GROUNDWATER EL.= 6.2 _
.';,'' "' ' F TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
TOP OF SEPTIC TANK EL. = 8.67 . f x. Oct. 27 1999
6", 3 �? ' "..` /._ C.S.E. APPROVAL DATE: E FREE O ALL DIRT DUST AND FINES.
BOTTOM OF SEPTIC TANK EL. = 2.50' ''-':! ' Y �- `( `A - ` �;
' .j � •;-- ,ri �-`�� �' � ._..- -�� ,_ � � 13. DOUBLE WASHED CRUSHED STONE SHALL B EE F ,
WATER DISPLACED = (6.20' - 2.50') x 13.00' x 7.00' = 337 C.F. • j ' Q- ��, ,. ,� �,, ; ` r.. DATE: September 5, 2024
i�f;, ...� a :.,, 1 TEST PIT #: 1
WEIGHT OF DISPLACED WATER = 337 C.F. x 62.4 LB/C.F. = 21,029 LBS � ``.; j � !� j /.,;. j�',r w ��.,, `,�.� I, rr� �� � • 14, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
WEIGHT OF 1,500 ! 500 GAL. 2-COMPARTMENT TANK = 33,500 LBS l %'•• ;rt +,"�'' i y ''`,� ,'/ ` ; ii _ -`. - . r „ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
1 - , 1 1 _ c.....-_._.:`?:�`'`•0 ELEV TOP = 10.70
SOIL COVER = (12.1 8.67) x 13,00 x 7.00 - 312 C.F.'S-- REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
" ="`� `' ''` FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(5).
WEIGHT OF SOIL ABOVE TANK = 312 C.F. x 110 LB/C.F. = 34,320 LBS ,;,;� `; y- ELEV WATER = 6.20'
33,500 + 34,320 = 67,820 LBS > 21,029 LBS; THEREFORE ACCEPTABLE
,$ LOCUS - ! 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PERC RATE < 2 min./inch F
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION O WORK
t
s t/ * �./.
, .' , >,` #.%! i ': „�- ;i ¢` ` ,�.. .* t` w; : DEPTH OF PERC = 4211- 6011 16. PROPOSED PROJECT IS LOCATED WITHIN:
M _ _ ; . ,J', `: ASSESSOR'S MAP 31 LOT 90
ALARM 0 1/4" WEEP HOLE IN DISCHARGE PIPE � ;'�. ,,,• � ^ TEXTURAL CLASS: I - -
• _..�.
f OWNER OF RECORD: AMPLIFY HOLDINGS LLC
I PUMP ON - HOISTING CABLE 7 x 19 STAINLESS t'
4'
`? STEEL 1/8" DIA. / 1,760 LB. STRENGTH _ ADDRESS: 3172 NORTH RAINBOW BLVD PMB 7,
2" BALL CHECK VALVE SCH. 80 PVC 100 '
P.S.I. FLOWMATIC MODEL No. 208S MAP 31 r<` �` A`�
(2) WIDE ANGLE CONTROL FLOATS LOT 87 1 l2411
(BARNES 073618) �o 2" SCH. 40 PVC DISCHARGE PIPE -. #i tr' s }f'_. r✓ „i ''
1: PUMP ON/OFF 120 ACTIVATION _
`,,�`<• '''"„�� fly ttP"'',w .`".;/ .^_�'7/� s*`t. ''•.� -'`'fix. .�``i B
2: ALARM ACTIVATION BARNES SE411 PUMP 0.4 H.P.,
115 V ' �((^ {'y
111 2" DISCHARGE PASSING
' %4 ,\8 ERR-ipf 421/
1-1/2 SOLIDS OR EQUAL G MAP 31
sit % /-
k P i C 554"
LOT 90 U ri ft r f /,14 ,�,' ..lt ,r .f�� `.0 601,
N
;, '.A�
NOT TO SCALE 12Z 10,133_ S.F. _�� ' Ip r ;�. I _,
;f � tit
v �
78
ik .1 "
'f a`f .''
i' CNs rt
LOCUS PLAN
" _:�-��„_ ' SCALE: 1" = 1000'
..
1 �