HomeMy WebLinkAboutEngineer Plans - 2000I
{
BENCHMARK: TOP OF
FOUNDATION 52.12
n" MAX _ �.t i 17 AX
LEVEL t'' MIN .F-- 4"ID SCHED 40 PREF PIPE
– 3" SEEDED TOPSOIL,
! 9; MIN, 36`' MAX 0'1' I 2% SLOPE
—
CM IN I 1 '4 UG END 2" PEASTONE
1.25 5 0 MAX
49.6 2 pIlk 1 5,
98
48
49.42 -D 4917. I 3/4" TO 1-1
0.83 4.00 48.80— DOUBLE WAST D
j ,_
1,. –-- 13.67 ONE
– %DISTRIBUTION BOXImo— 2.92 ENDS, 50 SIDES
DB -3 H-10 .r 19 5' x9'' x 2' TRENCH
1500 GALLON SEPTIC T NK 1 __
ST -1500-H-10 / WATER TEST TO
PROVE EQUAL FLOW WITH 2 RECHAP,GER 330'S
6" GRAVEL ON NATI I SOIL OR PR` �.,�BLE HIGH GROUNDWATER
MECHANICALL r COM!` CTED BASE LEVT =%' . =, (: A D -fV317-
TW
, TW.? i?ZENCHES REQUIRED
DESIGNCALCULATIONS
NUMBER OF BEDROOMS 3MiN
GARBAGE DISPOSAL UNIT NOT ALLOWED
DESIGN FLOW
3 BEDROOMS x 110 GAL/(BR-DA)-,i�U ..
REQUIRED SEPTIC TANK CAPACITY' 1660 GAL (MIN,
ACTUAL SEPTIC TANK CAPACITY 1500 GAL
LEACHING AREA REQUIREMENTS
--BOTTOM 0.74 GAL/(SF-DA)
-SIDE 0.74 GAL%(SF-Da)
LEACHING CAPACITY
2*((19.5'x9.00') + 'x(19.5'+9.00')x2
x0:74 GAL//SF—DAY) 4
I�
LEGEND:
DESCRIPTION SYMBOL
EXISTING SPOT ELEVATION 100
EXISTING CONTOUR
i
I FINAL SPOT ELEVATION 0700
j FINAL CONTOUR
.SOIL TEST LOCATION �
{
UTILITY POLE BATH I`
I
TOWN WATER = W --N
CATCH BASIN lgfi! BED
GARAGE
GARAGE ! KITCHEN
GAS LINE =GG -
L FIRE HYDRANT oV I
LIV. BED
I 1
5.0 `
9,.0045
_ X3
24: 7,�� ' S1
1 �10C e j
ST 2092. G
5.00. EL 51.17
0,00 iT? 7 Q
f (Cyr-,
u' c7 1
19:50 \ b S
CD
Co P TIO
L 10..00 Y/ .
s D
DRIVE.
0.40
CESSPOOL16.(10S) BELIEVED TO BE IN THIS I
AREA. TO BE ABANDQNDED ACCORDING TO STATE
AND LOCAL REGULATIONS, — 25.00
i 23.37,
�s 1 r3'45" W
PROPOSED 16' ADDITION,
CRAWL SPACE UNDER
7.50 DRAINAGE EASEMENT
9500.0 SQ. FT
0.22 ACRES
!
A,:;E SSORS MAF': 50
PERCOLATION TEST DONE Al A DEPTH OF 36" - 48" _ -�
-TE-', �.
WATER. AT 129" EL.- 40.42' � 0 � �}� � � � �
ADJUSTED 1; I
WELL MI_W29
1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000
} ZONE ----- A TITLE 5 AND THE TOWN -)F YARMOUTH, MASSACHUSETTS RULES AND
REGULATIONS FOR THE �.tlBSURFACE DIST:_" .4L OF SEWAGE_'
: INDEX __-8_69
2) EXfSTINti� AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
ADJU2.0 (UNLESS ELSEWHERE NOTECi)
� � 3) ALL COMPONENTS OF THE `1ANITARY SYSTEM SHALL BE CAPABLE OF
C grr3 WITHSTANDING H-10 I QAJIN UNLESS THEY .ARE UNDER OR WITHIN
V. %^ V/-'3 10 FEET OF CRINES OR F 4RKING 'AREAS, IN `rVHiCH CASE H-20 Lf'Ai}INIC
' SHALL BE USED. L,
4) ANY MASON,ARY UNITS USED TO BRING COVERS TO -GRADE SHALT 3F_ I
I
i MORTARED IN E'LAOE.
I
51 N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEB
RESTRICT!ONS OR TONING.
' 6 THE INSTALLER IS TO 'dtRiFY THE LOCATION OF UTILITIES AND SEWER.
LINE ELEVATIONS PRiC"✓ TO INSTALLATION.
') SOIL ABOVE THE C LAYER" (SHOWN ON SOIL LOGS) SHALL BE REMOVED
l AND REPLACED WITH CLEAN SAND I�C'OF;DING TO MASS. LOCAL
SPECIFICATIONS `NlTHiP! S' AND BELOW '°-IE S.A.S:
�
�
8} EXCAVATION FOR. Rt.A WHERE FILL IS RE;'UIRED SHALL EXTENDS FEET I
LATERA,LC." BEYGN,.• S.A.S. !
\ I
I � L 9) 'VERTICAL DATUM ___ ASSUMED–__--
I
1L, BENCHMARK _TOP ('-F FOUNDATION ELEV. _ 5212_
I
11) ALL PRECAST UNITS �,..E TCy BE PLACED ON 6" MIN, C6 DISHED STONE
MECHANICALL'.` GOMPA. TED.
12) GROUND COVER OVER ',YSTEM COMPONENTS SHALL NOT EXCEED 3 FEET,
� 13) ALL EXISTING UNUSED COMP`vNENTS SHALL BE PUMPED, REMOVED ANDiOR
FILLED WITH CLEAN. SAND ACCORDING TO LOCAL REGULATIONS:
_ I
14) CIONTRAi 7C�R TO VERIFY AL1,. PLUMFi3NG IN Twr -JS: F10WS Tl
r1
' 16) THIU� �-RUr�'ERT! DOES/DOES N+ �rW'ITF41N THt_ ti,�` `� REST
17) THIS PROPER-" FALLS IN EL00 l ZONE C AS SHOWN ON FIRM !.( '>MUNiT'*' i
PANEL N0. __250015 DATED _0004 C
I 17) ALL COVERS TO BE WITHIN 6" OF .FINISHED GRADE.
.VARIANCES REQUESTED: s
310CMR15.211 DISTANCE OF SOIL .ABSORPTION `;TEM TO ,.�, I
I• ��
PROPERTY LINE, 10' REQUIRED, 5' PROPOSED, VAItI,?NCE 1'
310CMR15.212 DEPTH TO GROUNDWATER, 5' R ';YJ(R,TD,
4:38' PROPOSED, VARIANCE 0.62`. i
I
I SITE PLAN SHOWING PROPOSED
SEWAGE DISPOSAL SYSTEM
IN THE TO W1V OF
YARMOUTH, MASSACHUSETTS
AS PREPARED FOR
JOSEPH I) ULAN i
l 53 WILSON ROAD I
I
PAUL E. S YIjEET,SER �
I PROFESSIONAL LAND SURVEYOR
' 900 ROUTE 134. x'15
SOUTH DE_NNIS; MA 02660-2573
(508) 385-0530
FAX (508) 385 7854 !
y ,` ...� aerc•icrL cv�,arry i� o, cem�um+�
6""v""`� �"""
�
�'- DATE: �OC, T. 24,
AREVISIONS-
�'VISIOI�T
20010�
NOV �D(�0 SCALE > 190
NOV6,
APPROVED: BOARD OF HEALTH { FILE NO. 1861--00
�' 1 OF I
DATE �
S,DIL 11
DATE OF SOIL
TEST '8 50 100
WITNESSED BY
AMY VON HONE
SOIL EVALUATOR BE -NA D J. YOUNG
PERCOLATION RATE MIN./INCH.
OBSERVATION
HOLE 1
}
ELE', .=
51,17
EELEV`
DEPTH
HORIZI
TEXT COLOR
_
MOTTLING
50.42
0-9
FILL
– –
N
5009
9—' 3
E
LOAMY FINE SAND 10YR 4/1
0
49.17
13-24
Bw.DAMi
FINE SAND OYR 3/6
N
40.17
24-132 C
;-INE SAND
1OYR 6/6
E
I
!
A,:;E SSORS MAF': 50
PERCOLATION TEST DONE Al A DEPTH OF 36" - 48" _ -�
-TE-', �.
WATER. AT 129" EL.- 40.42' � 0 � �}� � � � �
ADJUSTED 1; I
WELL MI_W29
1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000
} ZONE ----- A TITLE 5 AND THE TOWN -)F YARMOUTH, MASSACHUSETTS RULES AND
REGULATIONS FOR THE �.tlBSURFACE DIST:_" .4L OF SEWAGE_'
: INDEX __-8_69
2) EXfSTINti� AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
ADJU2.0 (UNLESS ELSEWHERE NOTECi)
� � 3) ALL COMPONENTS OF THE `1ANITARY SYSTEM SHALL BE CAPABLE OF
C grr3 WITHSTANDING H-10 I QAJIN UNLESS THEY .ARE UNDER OR WITHIN
V. %^ V/-'3 10 FEET OF CRINES OR F 4RKING 'AREAS, IN `rVHiCH CASE H-20 Lf'Ai}INIC
' SHALL BE USED. L,
4) ANY MASON,ARY UNITS USED TO BRING COVERS TO -GRADE SHALT 3F_ I
I
i MORTARED IN E'LAOE.
I
51 N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEB
RESTRICT!ONS OR TONING.
' 6 THE INSTALLER IS TO 'dtRiFY THE LOCATION OF UTILITIES AND SEWER.
LINE ELEVATIONS PRiC"✓ TO INSTALLATION.
') SOIL ABOVE THE C LAYER" (SHOWN ON SOIL LOGS) SHALL BE REMOVED
l AND REPLACED WITH CLEAN SAND I�C'OF;DING TO MASS. LOCAL
SPECIFICATIONS `NlTHiP! S' AND BELOW '°-IE S.A.S:
�
�
8} EXCAVATION FOR. Rt.A WHERE FILL IS RE;'UIRED SHALL EXTENDS FEET I
LATERA,LC." BEYGN,.• S.A.S. !
\ I
I � L 9) 'VERTICAL DATUM ___ ASSUMED–__--
I
1L, BENCHMARK _TOP ('-F FOUNDATION ELEV. _ 5212_
I
11) ALL PRECAST UNITS �,..E TCy BE PLACED ON 6" MIN, C6 DISHED STONE
MECHANICALL'.` GOMPA. TED.
12) GROUND COVER OVER ',YSTEM COMPONENTS SHALL NOT EXCEED 3 FEET,
� 13) ALL EXISTING UNUSED COMP`vNENTS SHALL BE PUMPED, REMOVED ANDiOR
FILLED WITH CLEAN. SAND ACCORDING TO LOCAL REGULATIONS:
_ I
14) CIONTRAi 7C�R TO VERIFY AL1,. PLUMFi3NG IN Twr -JS: F10WS Tl
r1
' 16) THIU� �-RUr�'ERT! DOES/DOES N+ �rW'ITF41N THt_ ti,�` `� REST
17) THIS PROPER-" FALLS IN EL00 l ZONE C AS SHOWN ON FIRM !.( '>MUNiT'*' i
PANEL N0. __250015 DATED _0004 C
I 17) ALL COVERS TO BE WITHIN 6" OF .FINISHED GRADE.
.VARIANCES REQUESTED: s
310CMR15.211 DISTANCE OF SOIL .ABSORPTION `;TEM TO ,.�, I
I• ��
PROPERTY LINE, 10' REQUIRED, 5' PROPOSED, VAItI,?NCE 1'
310CMR15.212 DEPTH TO GROUNDWATER, 5' R ';YJ(R,TD,
4:38' PROPOSED, VARIANCE 0.62`. i
I
I SITE PLAN SHOWING PROPOSED
SEWAGE DISPOSAL SYSTEM
IN THE TO W1V OF
YARMOUTH, MASSACHUSETTS
AS PREPARED FOR
JOSEPH I) ULAN i
l 53 WILSON ROAD I
I
PAUL E. S YIjEET,SER �
I PROFESSIONAL LAND SURVEYOR
' 900 ROUTE 134. x'15
SOUTH DE_NNIS; MA 02660-2573
(508) 385-0530
FAX (508) 385 7854 !
y ,` ...� aerc•icrL cv�,arry i� o, cem�um+�
6""v""`� �"""
�
�'- DATE: �OC, T. 24,
AREVISIONS-
�'VISIOI�T
20010�
NOV �D(�0 SCALE > 190
NOV6,
APPROVED: BOARD OF HEALTH { FILE NO. 1861--00
�' 1 OF I
DATE �
MAF -
OLD TOWNNCIUSE Ar
RD.
f
KENEDY l.td.
�nPT. raj
_ �0�\WINSL'DW�f;RAY RA I
LOCATION