HomeMy WebLinkAboutEngineer Plan - System 1BENCHMARK TOP OF FOUNDATION 0 229A ELEV. 100.00 ASSUMED DATUM SOIL TEST
TOP OF FOUNDATION ®22 20 FT. MINIMUM FROM CELLAR SOIL TEST DONE BY RON CADILkAC•_PLS,, RS SOIL EVALUATOR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST AZQ1101 __ WITNESSED BY AR VQN_HQy�__
ELEV. 101.60_ 10 FT. MINIMUM C OBSERVATION HOLE 1 ELEV.=_ 97.50
(ASSUMED) - CLEAN SAND 4" PVC PIPE PA/NTED
COVERS CONCRETE FLAT DARK GREEN OR
CONCRETE PERCOLATION RATE _ < _2 __ MIN./INCH AT _32=44 _INCHES
COVERS4" SCHEDULE 40 PVC PIPE C -LOAM AND SEED BROFIL WN IW1REOUIIRED
MIN. PITCH 1/8" PER FT, 2" LAYER OF
1/8" TO 1/2"
53" 4". CAST IRON PIPE 6' MAX. MA AX.M X. V.. =9 OOMAX. WASHED STONE
(OR EQUAL) MINIMUM 6" MA . ELEV. = 97.80MIN.
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PITCH 1/4' PER FT.
ZABEL FILTER 4.751 NO WATER. ENCOUNTERED AT __72__ ELEV.
-- FLOW LINE ZABEL (FILTER-`
ELEV. = 97.18 _ loll 1 LINE i 93.25
'MIN. IN 00000000❑❑
' MIN. --ELEV. _ _94.70, 20 °° 0 ❑0000000000 ° °
V. = s5.3s_ GAS (EXISTING) LEVEL ° ° DESIGN CALCULATIONS SYSTEM #1
BAFFLE GAS ELEV. _ _93_00- 6" SUMP ELEV. = 52.80- ° °
❑ O ❑ ❑ ❑ 0 O O 0 ❑ ❑ 0 2' ° NUMBER OF BEDROOMS 6 EXISTING -1
BAFFLE DISTRIBUTION ° ° ° ° GARBAGE DISPOSAL UNIT NO, NO -ALLOWED
LIQUID OUTLET ELEV. _ ° °o° E7 ❑ EI 00000 ❑ ❑ ❑ 0 90.50 TOTAL E577MATED FLOW
(EXISTING) BOX � �Q_ ° ELEV. _ --_--- (110 OALAR.AAY X 5 OR.) _B5Q_ GAL./DAY
4 FEET 14 INCHES (EXISTING)
5 FEET 19 INCHES C TO BE WATER TESTED REQU/RED SEP A4II
C TANK CAPACITY _15_ GAL.
6 FEET 24 INCHES 2500 GALLON 5OO GALLON IF MORE THAN ONE OUTLET 4-500 GALLON DRYWELLS WITH STONE ACTUAL SEP77C TANK CAPACITY 2500 + 1,500 GAL.
7 FEET 29 INCHES
8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) IN AN 13' X 43' X 2'7RENCH FORMA 7701V z WELL N A SOIL N P RCOA 770ION L_
SEPTIC -TANK 5 ZONE- N/A DESIGN PERCOLATION RA 7E Vii_ M/N//NCH
3/4" TO 1 1/2" CLEAN SOIL ABSORPTION � INDEX N/..A- EFFLUENT LOADING RATE _t1,Z.i_ GAL./DAY/S. F.
SEWAGE DISPOSAL SYSTEM PROFILE DOUBLE WASHED STONE ADJUSTN/A LEACHING AREA _2H3:_ SO. Fr.
FREE OF FINES &SILT SYSTEM SAS 1 (13'x43')+(112'x2') W/O SYSTEM /2
LEACHING CAPACITY _I Za_ GAL./DAY
98.20 �g� BOTTOM OF EST HOLE ELEV. _S. LQ_ 783 X 0.74
COMBINED LEACHING CAPACITY -1 OW GAL./DAY
X98.0 \ (13'x78.5')+(179'x2')0.74 W/SYSTEM #2 (>990)
NOTES.•
97.92 / i X9.0 8.3 TITLE 5 & B.O.H. VARIANCES REQUIRED: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND
®98•p/ THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF
97.9 98.3 SECTIONSEWAGE.
Q ��7 8 AGN BASIN Ex1511NG O ALLOWS ONLY 13' ��OF COVER OVER S.A.S COMPONENTS TOWN WATER- w - w - w - 2, ALL COVERS
FINISHED GRAD
E.
8 2 J. O SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF
/ GA \ 4LEAGN A 1.75' VARIANCE REQUESTED WATER SHUT-OFF - - - '(si - - _ ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
�/ \ PITS WATER VALVUE` - - WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF
135' ou°^ GAS LINE -GAS -GAS -GAS- DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN
�\ 198.0 gg.j - \ \. AmN GAS MITER ® 10 FT. OF DRIVES OR PARKING AREAS.
GAS VALVE 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL. BE MORTARED
\ \ \ 98.3 ELECTRIC LINE -E -E IN PLACE.
- ELECTRIC METER ® 5. NO DETERMINATION HAS BEEN MADE. AS TO COMPLIANCE WITH DEEDED OR
98.2 EXISTING ELECTRIC BOX
ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH
SEP77C SYSTEM - ® -
1 j7 8�.7 8 Q t �8.2 �/ 98.4 0 PER 2/4/02 PLAN ELECTRIC MANHOLE : ® _ DETERMINATION S ION FROM APPROPRIATE AUTHORITY.
�.l CATCH. BASIN- - - � � 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO
98 0 \ \ 98,7 " 0 \ EX15 p GA • BY RONALD CADILLAC ��:: CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO
97 3 \ 98. 50 G PLS, RS CESSPOOL Q - COMMENCING WORK ON SITE.
1, Ep11 1 LEACH PIT Q Z CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE
981 z 98'8 S NK : CLEANOUT ---e'C.0. - CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE
\ X98.6 98 8�.7 TA EXISTING SPOT ELEVATION- x 0.0 - BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
EXISTING CONTOUR-
6 \ 8 8.5 8. PARCEL IS IN FLOOD .ZONE
\ ON e UII-T EL Py FINAL SPOT ELEVATION --j 9. LOT iS SHOWN ON ASSESSORS MAP __B0__ASPARCEL __235-....__
rT,.-,,, 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR -A
\ G PORVEO 9 6 BE REB \' SD - FINAL CONTOUR�uu,v�-- MINIMUM OF 5. FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE
L y EXI5PREM° a8 5 9 t0 RIDGE \ FLAGPOLE - - r REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5), IF
\ SHE4 YIP TOB TING „ 131.2\ s HYDRANT ., � ,_, ENCOUNTERED BELOW S.A.S. PIPE INVERT.
/E EXIS LING 8 8.6 LIGHTPOST l� 1/. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED
98 0 \ 98.6 98.5 DAL
# ANG P& TI�NBE 98.9 E2!500 CAL \ OBS, OLEWELL O IF NOT 12 A ZABEL°BE A 800 REUSED.
IS TO BE INSTALLED.
\ \ EXIS VEp P K 1 SEWER LINE -s -s - 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND
1j0N 98'68 7 REM UILT 8.9 IAN SEWER MANHOLE QS iv PROPERTY LINE.
11pP REB SOIL TEST LOCATION - 0 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATION AND
EOUMPINS 98.6 8,g RST FLOOR P N 98 98.4 TELEPHONE BOX M TO DETERMINE IF EXISTING TANKS ARE STRUCTURALLY SOUND, BEFORE
\ � 98. UTILITI POLE - - INSTALLING S.A.S. -
RE yk 98.7 98.7 02.3 \ 98. 98.8 98.8
v9s. 98.9 'Yarmouth Health Department
\ 97.6 101. 98. 98.6 MP
98.7 98 RP X15TIN0 G
97.4 98.8 1.75 E0W%q. 98.2
00 98 8 N #22
PROpEGKE
i pR001TONp 8.5 �9 .6 125.4 2o.5 6.k0
A8;5 � z 97.1 TOF100.0 98.0
o. 05E 9
ELL PR pEG� 98.4 0 ED 98.2 „
fRO� Y1 97.8 31 3A oEPK
100 6 SUNR00 >.
EXIo BE
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p �EXI, /ST 0 8` PROF` C TANK 2
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97.0 L07 AREA � 0
150" FROM WELL PER ,
RONALD CADILLAC 2/4/02 PLAN 53, 768. f SF. 0 98.6
7.7
97.5
97.4 97.3 FUTURE FOPBOX0
97.3 , SYSTEM SEP
1{`7 PpjST 21 0 SEPFUTUTIC
g7.6 SYS1F"M ,¢�2
97.°1 um v / ROP3'X 2 "� PROP Dox
i o 0 7.4 PARED 13�5A'S pis
0 97 4 @ASKET3ALL 0 P 3 5E0 2
SITE PLAN 96.9 97.5 / couRr \ 0 j3X5 -5X
20 0 - 1 TO 9 .4
SCALE 1 /NCH = 20 FEET 0 „
sz2 � vEN
96.
Q s7�s �
12-1098 Dowd_SAS_RZdwg 02006 CRAIG R. SHVRI, r. t.
J#2967
APPROVED
,
Date
APPROVED: BOARD OF HEALTH
DATE AGENT
SHORT
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PROPOSED SEPTIC #1 DESIGN
FOR
ROBERT K. DOWD
ST
MAIN C)
0�� LOCUS„ a 0
P LEASANT STREET
`°° 229 & 229A OLD MAIN ST.
ASO. YARMOUTH MA
CRAIG R. SHORT, P. E.
235 GREAT WESTERN ROAD
P. 0. BOX 1044 lox.
5o8.39a.e311 SOUTH DENNIS, MASS. 02660 50B.398.3o63
DATE DEC. 4, 290E
SCALE 1" = 29'
REV. DEC 12, 200E
JOB No. 12-1998
LOCATION MAP --
REV
sHEET 1 OF 2
12-1098 Dowd_SAS_RZdwg 02006 CRAIG R. SHVRI, r. t.