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DONALD I. MEYER REVISED
Professional Building Designer
P.O. Box 532
SO. Yarmouth, MA 02664 - DRAWING NUMBER
(508)394-5296
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DONALD I. MEYER REVISED
Professional Building Designer
P.O. Box 532
SO. Yarmouth, MA 02664 - DRAWING NUMBER
(508)394-5296
ACCESS COVER WITHIN 6" TO FIN. GRADE
EL.69t
MINIMUM .75' OF COVER OVER PRFCAST
EL67.36t
PROPOSED 1.500
3_9_JJ�I u GALLON SEPTIC
TANK (H---10--)
6„ CRUSHED STONE
DEPTH OF FLOW = 4' COMPACTION. (15.__.
REQUIRED TEE SIZES:
INLET DEPTH = 10" MIN. BELOW FLOW LINE
OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE
( % MIN. SLOPE) ( 7 MIN. SLOPE)
FOUNDATION 22' SEPTIC TANK 10'
ACCESS COVER (WATERTIGHT)
WITHIN 6" TO FIN. GRADE
/'-RUN PIPE LEVEL
_T [ FOR FIRST 2'
�- 1
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
NUMBER OF BEDROOMS: 3
DESIGN FLOW: 3 BR x 110 G D/BR = 330 C/O
USE A 330 G/P REQUIRED D SIGN FLOW
SEPTIC TANK:
330 G/D (2) = 660 G/D
USE PROPOSED 1,500 GALLON SEPTIC TANK
LEACHING:
SIDE AREA: 2 x 2' x (9.83'+31') - 163.3 SF
BOTTOM AREA: 9.83' x 31' = 304.7 SF
SIDES: 163.3 SF
+ BOTTOM: 304.7 SF
TOTAL: 468 SF
PROPOSED CAPACITY: 458 SF x 0 74 G/D/SF = 346 3 G/D 0 K
FLOW LINE
3.5 0 SIDES
3' O ENDS
-2" DOUBLE WASHED PEASTONE
SLOPE REQUIRED OVER SYSTEM
H-20
(_>17 MIN. SLOPE) 1 3/4" TO 1 1/2" DOUBLE WASHED STONE
-D' BOX 4' LEACHING FACILITY
SYSTEM PROFILE
(NOT TO SCALE)
3' MAX.
3.5' O SIDES
3' O ENDS
4.7'
4'
BENCHMARK: / /
SEPTIC SYSTEM DESIGN DATA JANE A. RYER // CONCRETE BOUND ! /
DOUGLAS A. ROBERTSON I V !
0.
CERT ^1 / EL.71.33
LCP 39085B
no 0
\\\ 3 s`f� CG/DI, F ND
_ _-15 o rn / !/ 1 j (DISPL.)
\ I I I I \ 1 \ 1 1 1 I l l S 85'46'03 `N / /
\ ! ( \ \ \ 1 \ 1 l 365.61 74 i o,Q 4/27/1 / 1
/ / f J I I \ 11 11 1 1 1 \ -72- 7-------- \\ \\ - 7_� a
/ 2 11 n / //ro j/
71 (
__ �� �� I/ ml 1
���� \ 71 PROPOSED 71.0 / /o l i 11
(� ( \ \ \ J J I / / / \ _ DRIVEWAY
IL I( f/ / / / - `\ - - X 71. / / 1
142,3 OJSf./ / / / ���\ \ 71. X70.6 ��1 o I / 1
1 / I 16. 7/0, 1 o' v5 / o I X11 q <
199.8' o \ PROPOSED 3 i �� / 1/ 1 Q z Q
y „ BEDROOM DWELLING _ ,q
-- j I 1 11 I Jl IJ ! J J J I �� P x 715_ 71.3' -
LOT 3 I i li i II ( 11 i l J J I I �� - INV. OUT 1166'l
57,839 S. f. V I i I II 11 1 l/ 1 i i I 1 I \ ( - _EL.66_19
1.33 ac:
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LEGEND
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WATER SHUT OFF VALVE
TO BE LOCATED
SOIL CLASS: I (SANDS, LOAMY SANDS)
EXISTING WATER LINE
PROPOSED LOCATION
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GAS SHUT OFF VALVE
PERC RATE: < 2 MPI (5 MPI DESIGN)
TO BE LOCATED
EXISTING GAS LINE
�SANO
TO BE LOCATED
PRESOAK: 0:00:00-0:09:45
EXISTING PHONE LINE
TO BE LOCATED
�t
EXISTING ELECTRIC LINE
(24 GAL. < 15 MIN.)
TO BE LOCATED
-.�
EXISTING CABLE T.V. LINE
B
TO BE LOCATED
-70-
EXISTING CONTOUR
+ 70.6
EXISTING SPOT GRADE
-fil--
PROPOSED CONTOUR
x2210
PROPOSED SPOT GRADE
TH1
36'
2.5 Y 5/6
N�IQITA
SOIL TEST HOLE
OSEE
TEST HOLE LOG(S)
-66- - - / 1 N FEST HOLE LOGS
v( I NOT TO SCALE
65-__- I I I
_Mn. l / l ii Co
0/ ----64-
4 - r7 IQJ I OU
a/ / /// \ J/ (J W I ao I I I
`194.06
LOT 2 _-c9
44,463 s.f. o
\ \\ \ f l I 1 f 1.02 nr
off. 508-362-4541
fax 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
:LND ,SURVEYORS APPRf�VED. DATE
939 main St. Yarmouth, ma 02675
SITE PLAINT
SCALE: I"=30'
BOARD OF HEALTH
,VIA
ASSESSORS MAP 94, PARCEL 1, LOT 1
FLOODZONE: C
'ZONING DISTRICT: R-40
MINIMUM YARD SETBACKS:
FRONT - 30 ft.
SIDE/REAR - 20 ft.
*TO BE CONFIRMED BY BUILDING COMMISSIONER
OWNER OF RECORD
ROBERT CHILDS
154 SOUTH STREET
SOUTH YARMOUTH, MA 02664
DEED BK. 4128 PC. 169
PLAN BK, 246 PG. 106
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-688-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAn,
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPEC:iON BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM P.OARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10. PIPE .iOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR LEVELNESS. -
DEPTH (in.) THI ELEVATION
0'
67.6
SOIL CLASS: I (SANDS, LOAMY SANDS)
A
LOAM
LOASUITA
PERC RATE: < 2 MPI (5 MPI DESIGN)
�SANO
PRESOAK: 0:00:00-0:09:45
6
66.9
(24 GAL. < 15 MIN.)
B
9", 0.09:45
LOAMY SAND
BOTTOM PERC: AT 66" EL.62.1
V
36'
2.5 Y 5/6
N�IQITA
64.6
NO WATER OBSERVED
FINE SAND
DATE: 1/10/00
2.5 Y 6/4
ENGINEER: MICHAEL S. FARIA, SE
132'
56.5
(DOWN CAPE ENGINEERING)
WITNESS: AMY VON HONE, RS
ll \
EXCAVATOR: OWNER'S EXCAVATOR
l
DEPTH (in-)
TH2 ELEVATION
SOIL CLASS: I
0 A
(SANDS, LOAMY SANDS)
PERC RATE: < 2 MPI (5 MPI DESIGN)
r I
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ioN yR yQ 2
(ASSIGNED ® Cl)
6'
. T
69.9
48'
r ARNEH.
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.o .2634 io
R1CISi Y e'er
9lZ lik l N
DATE ARNE H. OJALA, P.E., P.L.S
66.6 NO WATER OBSERVED...
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C_7
58.6
TITLE 5 SITE PLAN
OF LAND IN
YARMOUTHPORT, MA
PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 1 OLD HYANNIS ROAD
YARMOUTHPORT, MA 02675
SCALE: 1"=30' DATE: 9-25-00
REVISED: -----
30 0 30 60 90 Ft.
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