HomeMy WebLinkAboutEngineer Plan - 2021PROPOSED FINISH GRADE OVER D -BOX - 63.5'± PROP. VENT WITH CHARCOAL FILTER TO ABOVE ORADE
PROVIDE EXTENSION RISER WITH COVER REPOSED 4" SCH. 40 PVC (DING - FINISH GRADE OVER CHAMBERS - 63.5' - 61.0' TOF EL.= 66,1 ± THEE &PIPE FROM NEW BUILDING - � � �� �,. ' °+t {T�
4111MOVER INLET & OUTLET TO WITHIN 6" OF SEWER LINE (TOTAL=102 L.F.) OUT REMOVABLE WATER -TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED I,
F.G. FOR BOTH EXISTING 1,000 GALLONSTONE TO CROWN OF PIPE '
OF SOUTH SIDE OF HOUSE RISER TO WITHIN 6' OF FINISHED GRADE 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
TANK & NEW 1,000 GALLON TANK INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
21" MIN. ACCESS r 5" DIA. OUTLET(S) 4" SCHEDULE 40 PVC BOX TO F.G. (SEE NOTE 21) 2" OF 1/8" TO 1/2" DOUBLE WASHED
FINISH GRADE MIN SLOPE 1% STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. EL.= VARIES F.G. OVER EXIST. TANK EL.= 66.0'± F.G. OVER PROP. TAN L.= 64,Q'± COVER (3TYP.} I} - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
MAX. TOP OF SAS = 58.50' PLACE H-20 RISERS ON DESIGN ENGINEER.
ALL CHAMBERS WITH
FROM HOUSE PROP. 4' 9 MIN.�SEVLO5 0' MAX.GARAGE-` SCH. 40 PVC 36" MAX. PRS4"4' PVC TEE TE 23 5Tt7=
7.5j0' SEE NOTE 23 INLET PIPES TO 3• 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
BREAKOUT EL = 58.00 SYSTEM UNLESS OTHERWISE NOTED.
SCH. ao PVC WITHIN 6" OF F.G.
m 3" DROP MAX. L=47'± TO D -BOX L=6'± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
CONTRACTOR SHALL _� e ------
2" DROP MAx 9" PROVIDE WATERTIGHT e ELEVATION = 58.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
9" m SEPTIC TANK 4" PVC OUT TO
MIN. 4" PVC IN FROM JOINTS (TYP.) o'o'b� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S,A.S. AND THE TOP OF
VERIFY SIZE AND 4' MIN. 14' 14, mM D o o O D o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONDITION OF EXIST. LIQUID 4' MIN. LEACHING FACILITY 0
SEPTIC TANK. LEVEL LIQUID = = = O = ° ° cb = 0 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM.
61.50 „ -„
j 61.75' LEVEL 57,901 MIN. 6 57.73' 2 O O o o 0 CD C> 6: THIS SYSTEM IS NOT DESIGNED FOR A DOMESTIC GARBAGE GRINDER.
CONTRACTOR TO OUTLET TEE 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
PROVIDE SPECIFIED TEES TO BE CENTERED GAS BAFFLE 6" CRUSHED STONE D 0 0 o a o0 0 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
DROP BETWEEN DIRECTLY UNDER RISERS INLET TEE (TYP GAS BAFFLE OVER MECHANICALLY NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
INLET AND OUTLET FOR 2 INLETS) TEES TO BE CENTERED COMPACTED BASE -
CONTRACTOR SHALL VERIFY 0' 4. 4.0 AND DESIGN ENGINEER.
DIRECTLY UNDER RISERS 5 8.5' (TYP) 4,0' 4.0'
CONDITION OF EXISTING TEES 6" CRUSHED STONE OUTLET DISTRIBUTION BOX 83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 70.00'
AND REPLACE AS NECESSARY OVER MECHANICALLY„ 11,� TO BE INSTALLED ON A LEVEL STABLE 25.0, (TYP.)
COMPACTED BASE LENGTH 81-611
,- 6 WIDTH 4 -10 DEPTH 5�- 8 BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= " 22,Q'± ESTABLISHED ON TOP OF A NAIL SET IN 15 TREE AS SHOWN ON PLAN:
(DIMENSIONS ER ACME-SHOREY) PIPES TO BE LAID LEVEL. 55.50 12.83 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
O ANY WORK a NOTIFY ENGINEERIF DIFFEREN ! ' USGS EL. OF MILLER POND 5' MIN. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW 2 500 GALLON CHAMBERS I IAMBER EI�I' _ ` ' 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
rinn r A 1 , r, - TYPICAL CHAMBER PROFILE
EXISTING 1,0 • ±N SEPTIC TANK PROPOSED 1,000 GAI ON SEPTIC TANK I _ LF TO THE DESIGN ENGINEER.
_-___ ___ __: �_._ _- . �___.� __ 2� DETAIL , -20 CHAMBER DETAILS
NOT TO SCALE NOT TO SCE NOT TO SCALE NOT TO SCALE
10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
I � � :
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
?'-, u a 4• ., sP, TUT PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
_ _ __„ �' ,+•"+' ' ' I' "' ' `}T tii' PERC NO. N/A APPROPRIATE AUTHORITY.
;E INSPECTOR: Phil Ren and BOH 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
_ , ' . ' » .: '". I• 'U''� �i'q UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
EVALUATOR: Michael Pi entet EIT CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
flp �y�� _ sa! 11%• ••Ifr „ 1 7 C.S.E. APPROVAL DATE Oct. 27, 1999
t((` ►T(Lrf .' �� �-� ti .}Irw• • • ' •..If(J : DATE: Jul 15, 2 21 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
"s ' f' .},� TEST PIT #: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MAP 114 . • • •,;. :,1'
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING. FACILITY.
S86° 15' 15'E PROPOSED r.`` }` , ELEV TOP - 4.00'
LOT 7 •� }1. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLOY,
83.49' e - INSPECTION PORT •" 'ys`� Lllt?0. yy ELEV WATER = <153 .00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
/,�.
•w�•'�/'►' • �t +y. I �-•� ; }' _ ' `I• {.= 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
zi!,'p' PER ATE _ < min /inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
`� �; y • '- PTH OF PERC = X136„ - 54„ TION
880° 07, J' �� ) LOC
16. PROPOSED PROJECT IS LOCATED WITHIN:
Z f . 20^E A*, :. LOC U, DE
__,_
PROPOSED 4" SCH. 40 PVC VENT; 113.68 ` 'v TEXTURAL CLASS: 1 ASSESSOR'S MAP 114 LOT 8
EXACT LOCATION PER OWNER _. S83° 34',50,,E.. L ' I r' tet' +ray __ _ �_,__.. OWNER OF RECORD: CHARLES & MARILYN BUTLER
o_
n / f . x u
00
�10
, / / / / 5 / f / i / \ 56.72' W t1'Ed Stc+' ) • - ' • 0• LoamySa 64.00'
W
xhrf A Y did ADDRESS: 86 STRAWBERRY LANE
p f7t. _ �
10Yr 3/2 YARMOUTH PORT MA 02675
a / / / J f i \j :',p 12„ 63.00'
t ,i f i fig % /, \ PROPOSED TWO (2) 500 t/�'tII2(1i rr'..: Loam S d
1 / '-5 FEMA FLOOD ZONE X
4 ( / / J/ % �6i' \ GALLON H-20 LEACHING MAP 114 _: 3''` �', •, '', B 10Yr51 COMMUNITYPANEL# 25001CO578J
/ / 6A \ CHAMBERS w/ STONE p, ;✓'e'
CL
LOTB n �,
36,600±S.F.
36" 61 00' 17 DEED REFERENCE BOOK 9304 PAGE 289
, ' • ,+ ' f,, 18. PLAN REFERENCES: 1. PLAN BOOK 104, PAGE 89 2. PLAN BOOK 562, PAGE 1
PROPOSEDI,OOOGALLON flC'Tt't72A �p jg, •; Perc , ) )
PROP. H-20 i \ 8-10 SEPTIC TANK • ,y` I9 'f , '" r
54„ 710. tis, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
"Box / •` r ` rr. d 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE, THIS PLAN IS TO BE USED ONLY
f { / D \
gb, r' i,> � - /. ;/ � � �j- ,� <,� J� �� r,� "�' FOR. SEPTIC SYSTEM UPGRADE. JC ENGINEERING WELL NOT ASSUME ANY LIABILITY
.H.a \ - • ' , f'- `..':� , - ,FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
f ; it ✓' F 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
cr I 11 O o y` \ fi . ' ' 1 / ji 8€�'�L .✓ }v Medium Sand DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
°I' At ` r'" ' :' ': C 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
15.4 / ,` \ ` _ ' , 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
SWING -TIES 1 i 1 ( f TP 1`•a_ REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
DESCRIPTION
HC -1
HC -2
SEPTIC COVER IN (1)
26.4'
20.5'
SEPTIC COVER OUT (2)
29,3'
18.1'
CORNER OF STONE (3)
44.5'
37.8'
CORNER OF STONE (4)
54.4'
34.2'
CORNER OF STONE (5)
45.1'
74.0'
CORNER OF STONE (6)
32.4'
75.7'
EXISTING GRADE AT 64x0 I o ('� 1 1 C� [ A n'
BREAK-OUT EL.=58.0' I / L V �,,,/ V F /"1' �14-
'B;,
23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
l 1 / B, 4� APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7):
i I { \ CABLE CONDUt ' , pL h SCALE: 1" =1000' (1.) A 1.6' WAIVER (3.0'- 4.6') FOR THE MAXIMUM COVER OVER THE H-20 D -BOX.
I t , I ` ` `' r (APPROX. LOC C r �p3 1�� 132" 53.00' (2.) A 2.0' WAIVER (3.0'- 5.0') FOR THE MAXIMUM COVER OVER THE H-20 SAS.
CA o [ ,
I { I C { -TOF=66.1'+ �! �S No Mottling, Standing or Weeping Observed '
,�`t�, C)ESiC�i� C3AT.� _.____ _ _ I L„ESD
504' EXISTING SPOT GRADE
Y f
I y - - EXISTING CONTOUR L Gi
�, (n p �� / /6 j TOTAL NUMBER OF BEDROOMS (EXISTING) 2 - -50 -- -
� -� I ) �cP / tG TOTAL NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) --r 50 PROPOSED CONTOUR AUG , 12021
6 G��y 1 rte: ^o
1 TOF=66.2 _
S I I L
110
0 DESIGN FLOW GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE
y i ( It #36R'ps I ,'I� Dy p`o TOTAL DESIGN FLOW 330 GAUDAY
003 I EXISTING 2 -BEDROOM '; 4 a - G:k.: --- EXISTING GAS LINE
M_ct f ) { DWELLING / ,' \ USE EXISTING 1,000 GALLON SEPTIC TANK (1st tank in series)
EXISTING OVERHEAD UTILITIES
mo �� \ / ' Benchmark USE PROPOSED 1,000 GALLON SEPTIC TANK (2nd tank in series)
EXISTING WATER LINE
2 r `` Ji ; � u / I •fit J ._ APProx. M:S.L. ,
4.{ / h�p�
SEPTIC TANK SIZING: TEST PIT LOCATION
FIRST TANK IN SERIES:
DESIGN FLOW x 200% = 330 x 2 = 6fi0 GAUDAY (MIN. REQUIRED EXISTING 1,000 GALLON SEPTIC TANK
GARAGE r )
PROPOSED ( w % DESIGN CAPACITY = 1_,000 GAUDAY (EXISTING)
GLEAN -OUT (TYP OF 3) 1-'1d ! ."
SLA6=67,7± ± I
USE EXISTING 1,000 GALLON SEPTIC TANK (first tank in series)
- 1 , ' o O O O PROPOSED 1,000 GALLON SEPTIC TANK "
forrit valid for REPAIR OF"SFP 1C SYST611011 SECOND TANK IN SERIES:
1 I I ONLY, due to State and t"ai optic verisxces PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
$' I Board of Heakh review rod approe:rl is required for DESIGN FLOW x 100% = 330 x 1 = 330 GAUDAY (MIN. REQUIRED)
any future "Iteratioue to. " DESIGN CAPACITY =1,000 GAUDAY (PROPOSED)
sewage facilities and/or strnNllresld-ritis. USE PROPOSED 1,000 GALLON SEPTIC TANK (second tank in series) O PROPOSED H-20 DISTRIBUTION BOX
N MAP 114 Yarmouth fleaMh pt pot imeat O PROPOSED 500 GALLON H-20 LEACHING CHAMBER
j gyp, / f LOT 153.1
APPROVED
REV. DATE BY ( APP'D. DESCRIPTION
fC-EX7 HAt5�L7 f
INSTALL 2 - 500 GAL. CHAMBERS W/ STONE PROPOSED SEPTIC SYSTEM UPGRADE
SIDEWALL CAPACITY
PREPARED FOR:
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
(25.0'+ 12.83') (2) (2') (0.74 GPD! S.F.) =112.0 GAUDAY a cHuRJOHC LL JR. ROBERT B. OUR CO., INC.
1L
NOTES: NO 48056
BOTTOM CAPACITY r LOCATED AT
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 86 STRAWBERRY LANE
COMPONENT. (25.0'x 12:83') (0.74 GPD/S.F.) = 237.4 GAUDAY
YARMOUTH PORT, MA 02675
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED SCALE: 1 INCH = 20 FT. DATE: AUGUST 13, 2021
LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. TOTALS:
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST 0 10 20 40 80 FEET
PIT DATA. CONTRACTOR TO VERIFY THERE IS FIVE (5) FEET OF SEPARATION BETWEEN THE TOTAL NUMBER OF CHAMBERS 2 tN °F °mss
BOTTOM OF THE NEW SAS AND GROUNDWATER. TOTAL LEACHING AREA 472.2 SQ.FT. JOH LN PREPARED BY:
A'S, TOTAL LEACHING CAPACITY 349.4 GAL./DAY CHURC ILL JR. y JC ENGINEERING, INC.
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE N. N 41807 2854 CRANBERRY HIGHWAY
41 SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER
SWING -TIES PLAN
SITE
PLANr
INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE
EAST WAREHAM, MA 02538
SCALE: V=20'
SCALE:
V= 20'
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT.
508.273.0377
Drawn By: MCP : Designed By: MCP - Checked By: JLC JOB No. 5817 •.