HomeMy WebLinkAboutEngineered Plans - Rev. 1997LOT 18
� 9
T
i
i N 86-21-00 E i
,,-FH 2 90.00 i
/ ® L,&f 15
20
26 , / '
o
EPLACE EXISTING,
LOT 14 / / (�J H QLPE�E N
z/ 10' W I T; `NEW HOUSE a
-- ' -- ti
TH 1
REMOVE UNSUITABLE MATERIAL
5' HORIZONTALLY AROUND TREN(
TO BOTTOM OF SUBSOIL
EST. ELEV. 5.9
TEL C
ELEC
10' SEPT Ili in/
TANK 171` HI VENT
0 --------- �- -
-1 0, 110,
' LEACHNTRENCH N
30� I 29'—'
-90.00 ;
NOTES
1. ALL EXTERIER PIPING TO BE PVC SCHEDULE 40.
2. ALL REINFORCED'. CONCRETE STRUCTURES
INCLUDING SEPTIC TANK, AND DISTRIBUTION BOXES
TO BE ABLE TO WITHSTAND AN H-20 LOADING.
3. REVEGITATE DISTURBED AREAS PROMPTLY.
4. FLOOD ZONE B. TOP OF FND. - 11.80
RELOCATE WATER
PRESSURE TEST
WATER GATE ® N 86-21-09-E" I 1 0 1 � --
— UP
---—---------------I---------------L---a----------- WATER
J J % p I 1 B.M. NAIL IN_ PAVEMENT ELEV.
24- -- ------
---- -------
--- I HIGH POINT=10.82
10. FOR SURVEYOR'S STAMP SEE PLAN OF ENGINEERING
OF CAPE COD DATED 1/30/90 (COPY ATTACHED)
11. 1' VARIANCE REOUESTED FROM FND. ELEV. REQUIREMENT.
10.67
/ )aole
o�(NOFu vv t ll_� �D L H I N, r—MgS
��' STEPHEN G. °y
.o SEYIfOUR Gn
- - - - z CIVIL M
----
No. 31918 �
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`I1 o�v�G/S.TEFQ
EDGE OF DUNE
SITE PLA��fl v !_ 0
3
MAR 1 1997
FORWFAL.TH SEPT.
t 2 POWERS LANE
'-° YARMOUTH9 MA
BY SGS SCALE.- 1"= 20' 2/19/97 FILE:SEPTIC15
REV. 3/11/97
5.
THE DESIGN AND COMPONENTS OF THE SEPTIC
10
SYSTEMS SHALL BE IN COMPLIANCE WITH THE STATE _
T/
OF MASSACHUSETTS SANITARY CODE TITLE V, AND
ZONE
1 00 BUFFERWITH
THE TOWN 0 F YARMOUTH BOARD OF HEALTH.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG -SAFE, TELEPHNE, CABLE AND THE
LOT 16
WATER DEPARTMENT PRIOR TO EXCAVATION.
7.
SETBACKS, SIDE 6', REAR 2', FRONT 30' OR 30%
M
c
OF DEPTH' OF LOT. 30% X 75' '
z
8.
NEW HOUSE TO BE BUILT WITSONLY
�_C_R_AW�LSP�ACE
NO FULL BASEMENT. PLACE CONCRETE DUST COVER.
DATUM BASED UPON N.G.V.D.
RELOCATE WATER
PRESSURE TEST
WATER GATE ® N 86-21-09-E" I 1 0 1 � --
— UP
---—---------------I---------------L---a----------- WATER
J J % p I 1 B.M. NAIL IN_ PAVEMENT ELEV.
24- -- ------
---- -------
--- I HIGH POINT=10.82
10. FOR SURVEYOR'S STAMP SEE PLAN OF ENGINEERING
OF CAPE COD DATED 1/30/90 (COPY ATTACHED)
11. 1' VARIANCE REOUESTED FROM FND. ELEV. REQUIREMENT.
10.67
/ )aole
o�(NOFu vv t ll_� �D L H I N, r—MgS
��' STEPHEN G. °y
.o SEYIfOUR Gn
- - - - z CIVIL M
----
No. 31918 �
-----------------------------
----------- ----------
`I1 o�v�G/S.TEFQ
EDGE OF DUNE
SITE PLA��fl v !_ 0
3
MAR 1 1997
FORWFAL.TH SEPT.
t 2 POWERS LANE
'-° YARMOUTH9 MA
BY SGS SCALE.- 1"= 20' 2/19/97 FILE:SEPTIC15
REV. 3/11/97
0
I
TOP OF FOUNDATION - 11.82
INSTALL CONCRETE COVER WITHIN 6' OF GRADE
10 L.F. @ 0.02 FT/F
9.56
9.36
INSTALL GAS BAFFLE
WATER LEVEL
1011 1500 GAL 4/A14"
SEPTIC TANK
GROUND
10 L.F. on 0.02 FT/FT
4' PVC SCH 40 VENT
ANIMAL SCREEN
INSTALL LEVEL FIRST 2'
PEASTONE 2' THICK
-9.0
55 L.F. 0 0.005 FT/FT . 5
9.19 I 1:3 .82 DODO 6.5
8. 99 6" THICK" CRUSHED STONE 56.00
BASE
6" THICK CRUSHED STONE BASE D - B O X
INLET TEE 10' BELOW WATER LEVEL DISTRIBUTION
LEACH TRENCH
OUTLET TEE 14' BELOW WATER LEVEL
PROFILE BOX p GROUNDWATER 1.5
REMOVE UNSUITABLE MATERIAL5' AROUND TRENCH
TEST HOLE 1
ELEV.
0■ 9.7 0
FILL
7.0
313 A -LOAMY A 6.5
B LOAMY SAND
46 5 9
64
99
PERC TEST 4.4 59'
C MEDIUM SAND
GROUNDWATER p I.
68 "—
B LOAMY SAND
84'
TEST HOLE 2
FILL
A SANDY LOAM
C MEDIUM SAND
PERC TEST
OUNDWATE
ELEV.
9.5
4.6 4.0
3.8
-2.5
1.5
120' 1 BOTTOM OF HOLE -0.5
132' 1 BOTTOM OF HOLE (-1.3 PERC. RATE < 5 MIN./INCH
PERC. RATE < 2 MIN./INCH
TEST HOLES DUG 2/12/97, SOIL EVALUATORS T A DUMAS, BOH= A VONHONE
TOPSOIL
9' MIN
24"
4'
3/4' TO 1-1/2'
WASHED STONE
SECTION
LEACH TRENCH
SEPTIC TANK= 3 BEDROOM a 110 GPD/BEDROOM-330 GPD, USE 1500 GALLON TANK
LEACH TRENCH= 0.74 GPD/SF C56' X (4'•2'•2')I . 332 GPD
INSTALL LEACH TRENCH, 64' LONG, 4' WIDE. 2' BELOW PIPE INVERT
NO GARBAGE GRINDER PROPOSED
OF PASs9�
�o
JS 'T
cyN
<,! CIVIL"'+
a44#�
NO. 3191
h a rFSs Al -
SEPTIC PROFILE
FOR
12 POWERS LANE
YARMOUTH 9 MQ
3/11/97
BY. SGS 2/19/97 FILE:SEPTICI5_3.OGN