HomeMy WebLinkAboutEngineer Plan11 ,
211
r.
M
?YIP OF FOUNDATION
20' MIN,
10' MIN. coNCREa Co vERs
4' SCHEDULE' 40 P. V_C.
MIN PITCH 1/4 PER FT. Z'LAYER OF
EL = 101.0
XASHED S?bNE.
- � � ":N,d /i�,•i� i ice. ii /�i � CONCR/E'3/`ECOVER EL=100.0
4' SCHEDULE 40 PVC �
AMV PITCH 1/4' PER f7: CLE"AN SAND ,3'. 6'
1
FZOA' LINE
3' 2B' MAX
sMIX 14 `0 _ Ell 97 2
EL. =_98 ___ cas INVERT 2 °L 12 _ 0 0 0
NAME _ 97 3' INVERT �6 S INVE a o 0 C7 0 C] Cl C3 C3 0 ° a
INVL'RT' EL ----_
EL. = :7 5' EL. = 9_6. 7' _ EL. — 96.5
4' ° 4;
0
(� BE PLACED ON 9ASE). DISTRIB�,U' TION �NrvER� o°ao a o a o ° o ° 12" o a o a ° o 00 000a
.tfE"VR MCAILY COMPACTED OR 6' OF =,VV DO11 EL. = 9� ti? y o 0 0 0 0 o a a o dy o 0 o s 94. G
- GALLONS Td BE N'ATER TESTED
IF MORE THAN ONE OUTLE7` 12'X 32,'TRE�'CH FORMATION
SEPTIC TANK PLACE ON 6' STONE - 'SOIL ABSORPTION
3#AASRM 1— NE d, J
SYSTEM (SA,s,�
YVO PROFILE OF ,
BOTTOM OF TEST HOLE 88_7'� "
�f� SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER
NOT TO SCALE TP I ELEV. = 99 TP ,2 E mt. 9_9 _
62 3 ' - �3¢� 4G " -[ l PERC RATE' c? MIN INCH AT 5c^'^ 70' INCHF,S' PERC RATE _ _ _ MIN./ INCH AT 48 =66' . INCHES
0.
�� 5 0°-- - �• - j�� - . - (7ENE'RAL NOTE'S
1)
ALL . Ti'ORKx!ANSHIP AND MATERIALS SHALL CONFORM TO D. E P.
TITLE 5 AND THE TOWN OF _YAR�f1TITt1_____. RULES AND
�
, r
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
r
2)
ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE, OTHERS WITHI'V 12"
3)
ALL 1. COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
DEPTH
IIORIZ
TEXTURE
COLOR
MOTT
OTHER
0-9"
A
LO MY SAND
10YR 415
MNS
rOP$OIL
9-38
B
LOAMY SAND
10YR 618
ArONS
SUB
38-12o
C1
SAND
10YR 714
NONE
FM 70
Y 'D"
A7771
ORAVM
DEPTH`
HORIZ
TEXTURE
COLOR
M07T,
OTHER
0-10
LOAMY S.4MI
10YR 414
NO) VT
;roPS02.
10-38
LOAMY SAND
10YR 618
NONE
36-90
C2
LOAMY SAND
10YR 7
NONS
rO c5IL
90-120
C3
SAND
10YR 714-
NONS
LOCUS
f.
TP 3 ELEV. = 100'
DEPTH
HORIZ
TEXTURE.
COLOR .
MOM
OTHER
0-10
A
LOAMY SAND
IOYR 414
NONE
7VP SO
10-33'
B
LOAMY SAND
1OYR 6le
NONE
SUBSOIL
—136
Cl
SAND,
10YR " -14
NONE
FM 7r
M1'DIL:4!
GRAA VEL
pp t� 1 119THSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
k ,, o ti 10 FT. OF DRIVES OR PARKING AREAS. H-eO LOADING SHALL BE SOIL TEST
ti EASEMENT USED UNDER OR WITHIN 10 F'T. OF DRIVES OR PARKING AREAS. DATE OF SOIL TEST 4/9/97 SOIL TEST DONE BY DAVID L BENNETT RLS
AREA= 3159 s F. 4) ANY MASONARY UV7TS USED TO BRING COVERS TO GRADE SHALL WITNESSED BY AMY VONHONE Y. B. O. H.
ED IN PLACE
5 NO DETERMINATION HAS BEEN ,MADE AS TO COMPLIANCE WITH DESIGN CAL CULA TIONS.'
O DEEDED OR ZONING REGULATIONS. OWVER/APPLICANT IS TO INSTALL 3-(4X8) ROTUNDD FLOFi DIFFUSERS 3.
p ,fir OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NUMBER OF BEDROOMS
4' STONE SIDES AND ENDS AND GARBAGE DISPOSAL NO
io 6) UI`ILITIES SHOWN ARE APPROXIMATE ONLY EXCAVATION CONTRACTOR
ti �_ 12" OF STONE BENEATH SYSTEM TOTAL ESTIMATED FLOW
LOT 6 IS TO CALL DIG-- SAFE AT 1--BOO-322-4844 AT LEAST 72 HOURS SAL DAY
PRIOR TO COMMENCING WORK ON SITE. 12'W X 321 ( I10— GAL/RR/DAY x 3 __ BR.) 330
i 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS [YELL AS REQUIRED SEPTIC TANK CAPACITY 1500 GAL
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE
8) PARCEL IS IN FLOOD ZONE_— _ ?='_____ SOIL CLASSfFfCAT10N . 1
DESIGN PERCOLATION RATE 5 MIN. IN
9) LOT IS SHOWN ON ASSESSORS MAP __ 133 AS PARCEL ------- •74
10) CONTRACTOR SHALL NOTIFY YANKEE SURVEY 24 HOURS EFFLUENT LOADING RATE . GALIDAYIS.. F`
03 LEACHING CAPACITY (AREA X RATE) 414 _ GAL/DAY
PRIOR TO SEPTIC INSPECTION RESERVE LEACHING CAPACITY . . . 84 GAL/VA Y
s�%33•Iy 11) PUMP AND FILL CESSPOOL(S) (32 X 12 X. 74)+(32+32+je4l2 X. 71 X 2)) +
5
JOB NUMBER__ 5120- _--_--
SHEET 2 OF ,2 •
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N88 4 57 A l i 89. 35 _.I f
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LOT w4 �`�• sue• 9.I�t I ' U # o PLAN REF
26 ,c7rt�rrxLC31551 EDIOX•
PLAN
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,
SAS -- � _-� ( ye' i % $ I i i PVAVNVARILR
_ _ _ _ 3 1 I ► lZaB�9"(dSSC'AffDf ASSESSORS MAP 133 LAND IN
//V9 tot G�alvc' Ta
TIC -_- .-_- �1 I I `L 1 VZJ RIWO
Urjr7
l 1Y1AfA
100 TES o `p ` .'_= a= `` 1, y , , \� ' t t j I �, l v
\Sp I
10�4100,...� , , , OR
PREP �'
10 ,� _ -�____ ..�►��� t �� �� t �� I �, _ _ _ RES.- ZONE:• R_ 40
LEGEND
pROPOS D ,p SETBACKS.• PETER W MD UL TON
LOT 66 = cAx �° 1 f , l f,� , �. CA7rH ,
POT EL VA TIDNS' AREA=4.2846 Sr~ = �' /,�� r o Irk BASIN FRONT 30
X S E _
1 i ?4 0' r �! j ,� \ j� SIDE' W
--=j ,�-� - � - ��---- � REAR 20' MAY 00, 1997
, �` + ' r , \ � , I � REVISED JUNE 6, 1997
� I sraRa .1 (� rp,�3 tPROP. � i I . /DRIVE � 1 v
.,w
LOT X FLOOD ZONE: »C»
IOo
\ \ e,.a W
5 l6 r 3B ; �, �1'A1L mot. FLOOD INFORMA TION SHO W ON E
� HUD MAP DATED 7/,219,2
, t r•
PANEL , 250015 0001 D
LOT 30WOO
16'E'RTIFY THA T THIS SURVEY AND PLAN TVERE MADE'
IN A CCO.RDANCE WITH THE PROCEDURAL AND TECHNICAL V- k i
STANDARDS FOR THE, PRACTICE OF LAND SURVEYING' IN 4 J � � � � ��� ��
2Z
GRAPHIC SCALE �����
THE COMMONTVEALTH OF MASSACHUSE'TT,S sre+a���4�
36 0 ' s, is 30 80 120
PA UL A: 111'ERITHE' lY, I? L. s. DA T' rN FEET }-'ANKE' SURVEY CON�S'UL TA N?'S
- r sin so fc. UNIT 1, 40 INDUSTRY ROAD
P., 0` BOX 265
MARSTN.S MILLS, MASS. - 0,2648
TEL: 42$--0055 FAX 420-=5553
0Bf 51301 DM '