HomeMy WebLinkAboutEngineer Plan4" SCHEDULE 40 PVC MIN. SLOPE I% PROP- VENT WITH CHARCOAL FINISHED GRADE OVER CHAMBERS 9.9' - 9.6' GENEPA.1 NOTES
F.F, EL. 7.6+ PROVIDE EXTENSION RISER WITH PROVIDE EX rENSION RISER JUNCTION BOX FINISH GRADE OVER D-BOX —9.9'± FILTER TO ABOVE GRADE - SLOPE @ 2% MIN. I UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
COVER OVER INLET TO WITHIN 6" OVER OUTLI_T COVER TO REMOVABLE WATERTIGHT RISER INSPECTION PORT WITH ACCESS 40 MIL GEOMEMBRANE LINER�� METHODS SHALL BE IN ACCORDANCE NTH TITLE 5 OF THE STATE ENVIRONMENTAL
04SCONNECT I I
OF F.G, (TYP, FOR S.T. AND P.C.) F.G. (TYP. FOR S.T. AND P.C.) TO WITHIN 6" OF FINISHED GRADE BOX TO WITHIN 3" OF F,G. TOP ELEV 8,78(MIN CODE AND ANY APPLICABLE LOCAL RULES.
FINISH GRADE 2" SCH, 40
5" DIA. OUTLET(S) (SEE PLAN FOR LOCATION)
@ FND. EL.= F,G. OVER TANK EL,= 7.2± F,G. OVER P.C. EL.= 6.9' - 7.0' TO D-BOX 2, ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE 130ARD OF HEALTH AND THE
DESIGN ENGINEER.
7 ZZ-0 EL.-6,08' 12%1
IN PROVIDE FILTER FABRIC OVER 3, 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SYSTEM UNLESS OTHERWISE NOTED,
9" MIN. 21" MIN. _, I I I
36" MAX. 9" MIN. ENTIRE LEACHING FACILITY
(TYP) 9" MIN. TOP OF SAS B.O� 878'
PROP. 3611MAX, 1 4. TO PREVENT BREAKOUT, HE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
36" MAX� (SEE FABRIC NOTE #1 BELOW)
St 4" SCH .... .. ELEVATION = 8.78' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS, UNLESS A
311 2" DROP MIN.
40 PVC 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
3" DROP MAX. 9 TEE
T__1
@ OUT ELEVATION.
4" PVC OUT THE LINER IS NOT LESS THAN THE BREAK
cr) 2" PVC TEE is,
t L=13'± TO SAS —4
ALL TEES TO BE 48" 14' A_LARM —ON (TYP,) 7.13"(TYP) 5� SLOPE ALL SOLID PIPE AT 1.0% MINIMUM,
ot EL=2.75' 0.59,
LINED UP DIRECTLY 11 rIIN L*1 - 1 -0-1 6, THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL�
LIQUID 50 11 1-) EA=i 1.4-4
j id
UNUtK U N I tK Ur- LEVEL -Pump N
t �c �1.
RISER OPENINGS LTEE TEE—/ EL=Tk
22" ZABEL FILTER EL.=0.75' 8.57
c �2
6"CRUSHEDSTONE MODEL # A1801-4) 2 EL,=0,42' 4.75
OVER MECHANICALLY (GAS BAFFLE ON BOTTOM) PROVIDE WATER -TIGHT SEAL AT
COMPACTED BASE ALL PIPE PENETRATIONS (TYP)
(FOR PUMP CHAMBER) LENGTH_!_-6" WIDTH �4 -IT DEPTH 51-81)
1,000 GALLON SEPTIC TANK 1,000 &ALLON H-1 'PUMP CHA�IRFP
TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE
"PTIC TAN, K &
f-1-: X lic'T I N G E L F EXISTING 1 ,000 GAL. ;:>t:
PROP. 1 1000 GAI H-10 PI.JIVIP CHAORFR
NOT TO SCALE (DIMENSIONS PER A(WE-SHOREY)
MAP 25
LOT 24
1 41 64 —2,876(34�5")_j (STONELESS SYSTEM) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
12" MIN, 6 8.29 7.70' NSPECTION. SYSTEM IS
1 _1�4- jyp�) 4 CHAMBERS WIDE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR I
8.40 5,0' T FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
r%o NOT TO BE BACK FILLED WITHOU
(TYP.) 5'MIN. 115 5.0 AND DESIGN ENGINEER.
6" CRUSHED STONE (min.) I
OVER MECHANICALLY 25.0' (REQD) 8. ELEVATIONS BASED ON NAVD 88 DATUM. SEE BENCHMARK LOCATION AND ELEVATION AS
COMPACTED BASE 40 MIL GEOMEMBRANE LINER, SHOWN ON PLAN,
OUTLET DISTRIBUTION BOX GROUND WATER ELEV.= 27 (mottling)—L-, BOTTOM ELEV, = 3,78'(MAX 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
TO BE INSTALLED ON A LEVEL STABLE THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
BASE. FIRST TWO FEET OF OUTLET ('HAM8F-',R PROFILE WRACK EL.-2.0'± CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
PIPES TO BE LAID LEVEL. M.H.W. EL.-l.4± LINER TO BE INSTALLED AROUND SAS PERlh�ETER TO THE DESIGN ENGINEER.
FILTER FABRIC NOTE #11: DRAPE THE FABRIC TO COMPLETELY RTIGHT.
CROSS SECTION VIEW COVER THE LOUVERED SIDEWALLS OF THE CHAMBERS TO RET. WALL TO BE CON�TRUCTED 10, ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC, STRUCTURES SHALL BE MADE WATE
SPUN BONDED. MADE UP OF ARC 36 CHAM 8-FIRS (Model #3613) 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
PREVENT SOIL INTRUSION. FABRIC AROUND SAS PERIMETER
DISTRIbLJT1(-)I\s hoA 0L.TAIL
NYLON FIBERS, HYDROPHILIC IN NATURE - WEIGHT.- 0.35 -1 OZ/YD2 NOT TO SCALE
REGULATIONS, OWNERIAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
NOT TO SCALE
APPROPRIATE AUTHORITY,
`ATA
I TEST PIT rL!
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
N/A ES, OR
PERC NO.
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIV
Jay Gardine
INSPECTOR: r (BOH) TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
te
EVALUATOR: Michael Pimen 1, EIT, CSE
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
C,S.E. APPROVAL DATE:__Q_ct _27. L999
TRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
14. WHERE REQUIRED, CON
02�
DATE: April 28,-.2 MATERIAL IN AREA BENEATH AND FOR 5 FT� ON ALL SIDES OF LEACHING FACILITY.
LAY,
WITH 310
TEST PIT REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM C
CMR 15.265(3),
CORDANCE
7'' FINES OR OTHER UNSUITA13LE MATERIAL IN AC
ELEV TOP 6.2d
PROPOSED 4" SCH,
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
40 PVC VENT PIPE
r=1 r=V WATER 2 70' Twnsz HOWN 12RIOR TO CONIINUATION OF WORK,
L
REMOVE ALL UNSU
ITABLE MATERIAL PERC RATE < 2 min,finch
PROPOSED INSPECTION IkL5x2' .,,Theater 16. PROPOSED PROJECT IS LOCATED WITHIN:
DOWN TO TOP OF "C" SOIL &
PORT WITH ACCESS
48"
I P 0-4f�glj C, *e 1 25 LOT 23
I —A ASSESSOR'S MAP
REPLACE WITH CLEAN COARSE BOX TO GRADE i DEPTH OF PERC 39'
SAND PER 310 CMR 15.255(3)
OWNER OF RECORD., WARREN AZZARA JR., CHRISTINE BARTLEY & JOANNE PARSONS
EXISTING ELECTRI(
TEXTURAL CLASS: I
'. \x
BE ROUTED AROUN
TRUSTEES OF THE WARREN J. AZZARA IRREVOCABLE TRUST
#137
PROP, 40 MIL IMPERVIOUS I LATTIN DRIVE
ADDRESS,
Ile
co 5x4' -,,.--PROPOSED TOTAL 20 ARC 36
EXISTING
GEOMEMBRANE LINER, DWELLING
ri ? I — 1. - i i.^^, ^t g YONKFRS. NY 10105
FEMA FLOOD ZONE AE (EL. 11
COMMUNITY PANEL# 25001 C0588J
3,70' 17. DEED REFERENCE: BOOK 31058, PAGE 119
1& PLAN REFERENCE,- PLAN BOOK 181, PAGE 125
2,70'
220' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION�
1,70' 20. 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 INSPECTION&
22, OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
i REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
LEGEND R E C E-7:,
Nil,
EXISTING SPOT GRAD
1(p_ 504'
OCT 2 0 202",
01r, 10000000007
11�� , EXISTING CONTOUR
50
-Woe_
ro p
ro DESIGN DATA ROPOSED CONTOUR
Benchmark so
Nail Set in 22" Tree
PROPOSED SPOT GRADE
p F SEP4AUSTIEM
Ao�� il �51.
Elev. = 7�71' Permit valid for REPAIR 0
�$ 2
f NUMBER OF BEDROOMS (EXISTING)
10 `�, G �1? ONLV' due to State and Local SePtic V3risuce&
NAVD88 111� /" 0 � —iffiVa EXISTING GAS LINE
-4 NUMBER OF BEDROOMS (DESIGN) 3 MIN. PER TITLE 5 Board �f Health review and aPP
to
ons/alteratioas
any tuturg additionstrenovati EXISTING UNDERGROUND ELECTRIC
THRESHOLD� DESIGN FLOW 110 _GAL/DAY/BEDROOM sewagel". facilities and/or structures/01we"in-,
EL 1-1, A "r% AV
I U )L\L U 01`01N r-LUVV jov
uth ticalin impartineut
GARAG Varmo
W� EXISTING WATER LINE
DESIGN FLOW x 200 % 660 GAL/DAY
\;x
THRESHOLD 0 APPRC
L,R
EL-=7.4'± GALLON SEPTIC TANK % TEST PIT LOCATION
XISTING 1,000
ez USE E
�co
*S EXISTING1,000 GALLON SEPTIC TANK
UBJECT PROPERTY IS NOT LOCATED WITHIN A ZONE ll�
043 7 . ..... .
tp
ING
EXI 11 �0
PROPOSED 1,000 GALLON H-1 0 PUMP CHAMBER
0
2-BECROOM
6�
DWE'L,ING
INSTALL 20 - ARC 36 (#3613BD) CHAMBERS
A,,
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
7
SYSTEM CAPACITY
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
(TOTAL L.F_ OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) GPD
(100') (4.8 SF/LF) (0,74 GAL/SO. FT.) 355, GAL. LEACHING DAY
PROPOSED DISTRIBUTION BOX
C3
MAP 25
TOTALS:
PROPOSED ARC 36 (#3613BD) CHAMBER
LOT 23
TOTAL NUMBER OF CHAMBERS. 20
13,500± &F. 45, 4qq
Remove 1 -ft g,w, variance req
1478 3,0u TOTAL LEACHING AREA. 48&0 1 10-8-22 MCP JLC uest & add reserve
u, TOTAL LEACHING CAPACITY: 355.2 - PD DESCRIPTION
REV, DATE BY AP
r
1�_, Ov TEM UPGRADE
PROPOSED SEPTIC S
N11 T NOTE: i3F t4 PREPARED FOR,
/-6 44.
EFFECTIVE LEACHING AREA OF 4.80 SFILF OBTAINED FROM THE If,
ROBERTB. OUR
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER JOH CO.) INC.
-4
L JR.
CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER CHURC
LOCATED AT
TECHNOLOGIES, LLC., MODIFIED JUNE 12, 2015. TRANSMITTAL # X264258. L
NO(/` 066
143 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA 02664
AML
OUTH HEALTH DEPARTMENT
CONTRACTOR TO CONTACT YARM" SHEET 1 OF 2
DATE: JUNE 18,2022
INSPECTION OF SAS PRIOR TO SCALE: 1 INCH 10 FT.
TO PERFORM OPEN HOLE ts
40 FEET
0 5 10 20
[IF tqtr I - - I ____ _L_
PLACING CLEAN COARSE SAND PER 310 CMR 15,255(3),
PR PAKtU bT:
JOH L.
RESERVED FOR BOARD OF HEALTH USE CHURC I L JR. JC ENGINEERING, INC.
1VW
N O.0 1, �01,68 0 7 2854 CRANBERRY HIGHWAY