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RECEIVED Issue Dates:
MAY 10 2016 APRIL 13, 2016
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• COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION
EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS.,
AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL NLN E
INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES
BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS
ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE HD
U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND
FORBIDDEN. NEW ENGLAND HOME DESIGNS
NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE CUSTOM HOME DESIGNERS
COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT
BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS
2X1 RAND PLANNERS
coxrwuIDvexrrxG PROVISION. RESIDENTIAL AND COMMERCIAL
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INSULATION 5/8" F/RECODE SHEETROCK /•_O• RECEIVED
ON ALL HALLS AND CEILINGS Issue Dates.
5/6" F.C. SNEETROC DETAIL 6 '
E ' " " MAY 10 2016
5/B' hCnWN CLERK .APRIL 13, 2016
sHEE YARmoUTH, MA
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TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB CLEAN SAND WITNESSED BY A. VQN`HaNE____
ELEV. =...101.50_ 10 FT. MINIMUM _ INSPECTION PORT .99.4
CONCRETE LOAM AND SEED OBSERVATION HOLE 1 ELEV.=__�
COVERS 4" SCHEDULE 40 PVC PIPE 2" LAYER OF
PERCOLATION RATE _4_z- MIN./INCH
MIN. PITCH 1/8" PER FT. 1/8" TO 1/2"
WASHED STONE
100.0 MAX.
I OR FILTER FABRIC VENT
r A M 97.75 MIN. REQUIRED
3.00 4" CAST IRON PIPE
(OR EQUAL) MINIMUM z
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COLOR
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C MEDIUM SAND
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98.73
95.73
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ELEV. _ .98.5_0 I� N. 2,0,. ° o _ ° 10 ° 95.87
ELEV. _ _98-0_ LEVEL ° - a ELEV. _ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
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ELEV. _ _98.25_ GAS ELEV. 96_67 Tp _ / ---- - 98.53
BAFFLE DISTRIBUTION nIBUTION � 8-i6" B LOAMY SAND 10185/b � R007S -
ELEV. _ 8 HIGH CAPACITY INFILTRATORS WITH .TM. -- ' 96 2
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LIQUID OUTLET z .97 -
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4 FEET 14 INCHES ' 5OO GALLON ABSORPTION DESIGN CALCULATIONS
IF MORE THAN ONE OUTLET i° WELL N A - -
5 FEET 19 INCHES (To BE PLACED ON FIRM BASE) SOIL AZONE s
6 FEET 24 INCHES
7 FEET 29 INCHES 3/4" TO 1 1/2" CLEAN SYSTEM (SAS, .. -INDEX - NUMBER OF BEDROOMS
8 FEET 34 INCHES SEPTIC TANK DOUBLE WASHED STONE ADJUST GARBAGE DISPOSAL UNIT
FREE OF FINES & SILT # TOTAL ESTIMATED FLOW p /�
0.1 USGS PROBABLE WATER TABLE ELEV. _ �� ( IR GAEPTft/DAY X PACT 1Y•) _W_ _ GAL./DAY
I SEWAGE DISPOSAL SYSTEM JTEM PROLE OBSERVED WATER TABLE ( / / ) ELEV. REQUIRED SEPTIC TANK CAPACITY ...].LOU_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1570_ GAL
NOT TO SCALE BOTTOM OF TEST HOLE ELEV, _ SOIL CLASSIFICATION--
DESIGN PERCOLATION RATE <i5Y MIN./IN.
98 9 EFFLUENT LOADING RATE -DJ-4- GAL/DAY/S.F.
LEACHING AREA 778.33 SO. FT.
rI(11X60)+(71X2X10/12) , r SOILo LEACHING CAPACITY (AREA X RATE) '5.7&,90 GAL./DAY
NT TEST .74
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/� 60.0p," TEST 98.6 NOTES
10(0 .2 1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
\ \ 1
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
99 7 ry \ THE SUBSURFACE DISPOSAL NI SEWAGE.
LIMI OF 5' ? \r I+''""''�\ 2. A.LL COVERS TO SANITARY UN'TS SHALL BE BROUGHT TO
OVVRDIG `' 49• IU, 1; WITHIN 6" OF FINISHED GRADE
' jY 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
I D ` ` / \ 911 89.7 �, ��"S,1u t :'ATHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
BOX }C/r fr 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
100 ` 94� / ov USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
I / \ , J Jar c'"
L L, T AREA J / 4. ANY MASO�JARY UNITS USED TO BRING COVERS TO GRADE SHALL
b / BE MORTARED IN PLACE. L jANCE W^TH
i / 4 3S, ��✓. 3 S.F. / i , 5. NO DETERMINATION HAS BEEN MADE AS TO COMP
✓• / DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
/ 1500 GALLON 100' i .5 / - / .OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.'
-
UTILITIES SHOV.N ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
SEPTIC TANK J
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
Y Q . 1 , PRIOR TO COMMENCING WORK ON SITE.
v 0007. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WALL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON STT ANY VAPIAT0
o2 + / , )', 5 TO BE BROUGHT TO THE ATTENTION OF THE DESIGN
100.6 ENG'"JEER
p - 00m , I
O
a o ` .. IMMEDIATELY.
z. ' j 8. PARCEL IS IN FLOOD ZONE _ X
'1 0 6 , 'S {' '" 9. LOT IS SHOWN ON ASSESSORS MAP 723 AS PARCEL 107
o .g W W ISTING W i 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM U-
• 9 ��, �f `" '� SOIL ASSORPiTION SYS ( YD.•i?�
855' m I i RE ACEDtl.WTTH hA EIA '¢A5 SPECIFIECEi�lE5 "�5 j'
oAPR 19 2016
91.5 �"'Ay - 9 2016
Q5MAY YAr{;�?OUTH
100.4 100. / / I �e O y` -_ UTI4 OWh! CIER'K OLD KING'S HIGHWAY "
100.7 I ' I / ,'� SOUTH YARMOUTH, MA
APPROVED: BOARD OF HEALTH
RFNCH•VARK
TDP OF
CONC. BOUND
EL. =100.0
(ASSUMED)
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00. 07
FINAL CONTOUR ------0_
SOIL TEST LOCATION
UTILITY POLE '-0'
TOWN WATER -Wa W
CATCH BASIN
GAS LINE
CLEAN OUT
CESSPOOL C.P.0
100.3---
00
00.3/
APR 19 2016
YAFZr MOUTH
OLD KING'S HIGHWAY
001
• 96.8 / I
97.3
I 94.6
f 93.7
94.8
DATE AGtNI
PROPOSED SEPTIC DESIGN
YARMOUTH, MASS,
FOR
T 0 M, ADA11CZYIt
ROUTE 6A
991 TTEST YARMOUTH ROAD
YARMOUTH, MASS.
0 `'OZ
LOC.
�+D �+�} w1�
SF,l, ` E `% iTfl++Trj. '6TG
LOCUS
¢
r
203 SETUCKET ROAD
P. 0. BOX 713
_
3856900 SOUTH DENNIS, MASS. 02660
ui
SCALE 1 " = ZO'
DATEAPR. 11,20161
REV. ,,08 NO. 7680-00
R``� SHEET 1 OF 1�
LOCATION MAP
�„ oon n �aan_nn1 dwn17680-SASDli� 02016 SWEETSER ENGINEERIP