HomeMy WebLinkAboutEngineered Plan - 2001DEPTH
HORIZ
0MINIMUM
A 2 FT FROM `FOUNDATION
TOP OF FOUNDATION
FUDTION`
'COLOR
MOTT.
ELEV.- /O..DATE OF SOIL TEST."J �
(ASSUMED)000--A 10 FT MINIMUM 10 FT."MINMUM FROMSLAB OR C SOIL DONE BY. CRAIG RSNORT P.E' Ca ' WN )
FOR
ONE
WASHED.ST/
WITNESSEDBY.
'' , �awCetr fu'u�'PH Y_>
"
PROPOSED CONTOUR TO
R
,. D[3SERVATI .. � B, LJ"
ON HOLE, 1 EL V. 9
X 70.6 EXISTING SPOT E
CONCRETE COVERS 0 GRADE
N �¢
.•
r r
.. 4 SCHEDULE 40 PV P �-..- --
S C IPE " ss ,
PERCOLATION RA S
. A EXISTING CONTOUR TE � MIN. INCH
N 2 YER OF R � � '
y . w
MIN IT 1 8 P
PITCH PER FT LOAM N 1 8
A D SEED TO 1
/lay
DEPTH
HORIZ
TEXTURE
'COLOR
MOTT.
- CLEANSAND NMD
FOR
ONE
WASHED.ST/
D`
AN EL, Cd
PROPOSED CONTOUR TO
R
N �¢
Lod" y
/lay
,✓�
144 STU.IL 'Y x'09.1
x
PROPOSED SPOT GRADE
4r CAST IRON PIPE
6 MAX.
24
90.7 Q
.�
a rz.
614
H
.�
C
(OR EQUAL) MINIMUM
h
�' �/
DATE:
SCALE: yy y
f
PITCH 4
T 1 / PER FT.
LOCUS MAP
-MloAi -7
X
NOT TO SCALE
,
• �
SOIL TEST LOCATION
r
Q
ac
Z
WATER LINE
10
..
'
98.Oy
T
�ELEV.-9
.:4&
WATER SHUT OFF VALVE Lrl 9408
_ELEV.=
G �., 2 0
• � o
c�
EXISTING GAS LIN E
�.�
ELEV. 6,Sb
9
GAS
BAFFLE
ELEV. w LEVEL
6 MP
40 Su
cam'
oC.O.
c c► r�
24'LEA
CLEAN OUT
,f • _
� ELEV. , y¢o
0 G7 G7
C= C1 0
O C=
DISTRIBUTION -
�
-93.
C.P.
cEssPooc
.
ELEY,= 21f
DEPTH
HORIZ
TEXTURE
'COLOR
MOTT.
OTHER
FOR
i T �.4. yam' �
D`
AN EL, Cd
N �¢
Lod" y
/lay
,✓�
144 STU.IL 'Y x'09.1
.
L0CU8 ,
24
£3
Yoh ,%
a rz.
614
.�
C
m itA - r•a�
2 ..� Y
h
�' �/
DATE:
SCALE: yy y
R"SMNO.
�De
LOCUS MAP
-MloAi -7
y
NOT TO SCALE
yy
r
LIQUID OUTLET (TO BE ON FIRM
BASE) BOX
y
..
A/ W'`Ai' ENCOUNTERED A 617. &r
TO BE WATER TESTEDBASINR. D T iJ ELEV.
'DEPTH TEE �
CATCH
00 GALLON RYW t
TO BE PLACED ON FIM A 2 5 D ELLS WITH STONE i
4 :FEET 4 "
C R BASE)
1 INCHES
IN 13 X 25 X 2 TRENCH FGRMa N N/A
Q GALLON TIQ WELL
5 ..FEET 19 .INCHES � 5O G LLON
'6 FEET 24
INCHES ELEV.
EET29 INCHES ,SEPTICTA�K
z
ZONE
8 FEET 34 INCHES INDEX
C iC .TIO
t
b
NUMBER OF BEDROOMS:
3
3 4 TO 1 1 ADJUST
ED ODMS.
2 DJU
SOIL ABSORPTION PTIQN
• w®
// GARBAGE DISPOSAL NI
CLEAN DOUBLE SAL. UNIT. YS
S TEM (SAS)
WASHED STONE
S �
TOTAL ESTIMATED FLOW
F._
S A .� DI�P4SAL S � .PROFILE
F�' FREE OF FINES ..
110 GAL, BR. DA{ X 3 BR, D
AND SILTS
_ __ GAL. DAY
REQUIRED SEPTIC, A
1Q ED SE TIC TANK C PACJT'Y.
NOT TO SCALE
ACTUAL SIZE OF SEPTIC TANKa GAL,: ,� a
-� GAL.
SOIL CLASSIFICATION:
USGS PROBABLE WATER
TABLE ELEV.-
_.
_ DESIGN PERCOLATION
TION RAT
S,
OBS RvED WATER TABLE {11/4/00) ELEV.- EFFLUENTLOADING RATE.,
< 7S
MIN. IN.
GAL./DAY/S.F.
7.2a X L 4 79
BOTTOM OF TEST HOLE „ 8 LEACHING ..AREA.. � 3 2J �- 7 2
E ELEV. - • ; SQ. F.T.
a
LEACHING"CAPACrT'Y AREA X `RATE 3 Ew
C ) GAL DAY
7 .K
T .
47 ,7f
RESERVE LEACHING' AP
L G C AC N. GAL. DAY
NOTES:
4
9�. 1. ALL WORKMANSHIPAND MATERIALS SHglONF
C ORM TO O.E.P.
TITLE 5 AND' T0: R/ZM. R c
.THE TOWN OFl , ULES AND
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN
� 6 OF FINISHED GRADE.
S P
3. ALL. COMPONENTS. OF THE SANITARY SYSTEM SHALL BE CA► AB .OF WITHSTANDING
r_
LE ST DING
N if1 LL1AUiNU UNLESS Tt1E`f Akt uFt ,.R C!R W11ifiW 'iQ FT U;- I�f�"S
U t OR
�
PARKING AREAS. H-20 LOADING SHALL BE USED :UNDER OR WTHIN 10
FT, OF
X 99
DRIVES OR PARKING AREAS.
4.YM A
o;
AN ASON RY UNITS USED TO BRING COVERS, TO GRADE SHALL BE MORTARED IN PLACE.
00
100 s3
r _.. 5. NO DETERMINATION. HAS BEEN MADE TO �0MPllAN
CE WITH DEEDED OR
99:d :^.- ZONING REGULATIONS. OWNER APPLICANT ISTO SUCH DETERMINATION
FROM t ,
.� x � O APPROPRIATE AUTHORITY.
i
G G
8.5
<6• UTILITIES SHOWN ARE APPROXMA
TE ONLY, EXCAVATION CONTRACTOR. IS TO CALL
E
X
.:8 4 1 W DIGSAFE ,AT 1-888-344-7233 ... A AS 7 Ot�R I
X 1VEAT �, 2 H , S PRIOR TO COMMENCING, WORK
f b
i
95.4
! 2
� ON SITE
I
_- � 7. CONTRACTOR TO VERIFY: GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS
�-
PRIOR O COMMENCING WORK N 1 VARIATION TO SITE. ANY AR,ATI0�1 IS TO BE BROUGHT
.�
99.3 'TO THE ATTENTION ENGINEER,
ON OF THE DESIGN IMMED ,�TELY,
EJC 8. PARCEL IS IN FLOOD ZONE
FE � � C
9. LOT IS SHOWN ASSESSORS ON SSOR MAP AS PARCq. �{L
1. ,
10. EXISTING TI
I SEP C CESSP 5. •T0 BE PUMPED
ID REMOVED.
a
b
11. ALL UNSUITABLE ,AL
r
.. E MATER SHAL1 $E REMOVED FROM UNDER AND FOR A MINIMUM `
x
o ,
o�
99, 2
OF 5 AROUND SOIL AB50RP11ON SYSTEM AND BE REPLACED WITH MATERIAL AS
1
t o
1 � f' w
i G D AS SPECIFIED IN 31.0 CMR' 15.255. 3. 1 �Q,ec a t 3
2
0
1
c
r.
pr 1
s o
HAY 1 7 2011
rA $ x 98 2
CC)
4
00
c APPROVED BOARD OF HEALTH
0 z HEALTH DEPT.
\ S,
DATE30-
(JENT
.r v 1
T ,
ox
100:0
98.1
CO
a �
t
"
_ 28
°0 OQ'
1 -- 1
ZNCfA
. 'i ht r`DjG +fir,. �•�{:7
_.
l
L IN
..
ILL
l C
CRAIGF
Ct C: V y
.; 7
,-- .,riviIT .- � i1
ff
SCALE: 1 =20
+ a
.S .
i
s
AWI VSED SEPTIC RESIGN
+
FOR
i T �.4. yam' �
D`
AN EL, Cd
N �¢
�/�/�y��q/��T
P L1lbA�1loH.
144 STU.IL 'Y x'09.1
.
L0CU8 ,
CRAICr R. SIT01? i
Yoh ,%
PROFESSIONAL ENGINEER
PO BOX 1044 SOUTH DENNIS, 'MA' 02660
/ • •
off. 908-398-8311 fax, :508-398-3083
�' �/
DATE:
SCALE: yy y
R"SMNO.
�De
LOCUS MAP
REWSED
SHEET 1 OF 1
NOT TO SCALE
-ate .e
C 2001 RA R. 'SRT
4J9/0! r980 a p_ CRAIG h1t7
k