HomeMy WebLinkAboutEngineered Plan - Rev. 1998SEPTIC PROFILE TEST HOLE Z,OGS
T.O.F. AT EL 26.78',
4., / ACCESS COVER TO `WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO D.A. OJALA, SE
/, ENGINEER:
25x5' MINIMUM ,75' OF COVER OVER PRECAST 24 WITHIN 6" OF FIN. GRADE `+ A. VON HONE, RS
Lx5 2� SLOPE REQUIRED OVER SYSTEM WITNESS
24.5' - 25.0' :
24.98'
6/16/98
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE:
FOR FIRST 2' _ < _2 MIN PER INCH
\24.53' PROPOSED 1500 �3' MAX. PERC. RATE -
(OR CULTEC FILTER FABRIC PER SPEC)
GALLON SEPTIC 23.75, CLASS 1 & IV SOILS P N/A
24:0' __�-
TANK (H- 10 ) 177 GAS 22.83'
BAFFLE 23.0' r� 22.8' o0
( >2 2' AT SIDES (5) CULTEC 330'S 2' „T SIDES
90 SLOPE) \_6" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW 4'
COMPACTION. (15.221 [21) 2' c� ELEV. ELEV.
( >4 % SLOPE) (1 % SLOPE) go 0 000 20.8' 0 23.8 D„ 24.5'
TEE SIZES.
„
INLET DEPTH = 10
3f 4" TO 1 1 /2 DOUBLE WASHED STONE
OUTLET DEPTH 14"
14„
28'
LEACHING
FOUNDATION SEPTIC T C G
17' TANK 17 D 80X 4 FACILITY
4'
36„
9.2'
66
i V 16.8
LOT 9
84„
11.6'
>" 9 6„
-23
2 22
N PICKET F CE 6.42 ...__24
r
X �� 1
r
---- 144
Ap
LOAM
1OYR 3/2
LB
1OYR 5/6
C1
LS
2.5Y 6/4
C2
MED/COS
2.5Y 7/2
C3
SILT LOAM
2.5Y 7/
C4
MED/COS
2.5Y 7/2
18"
20.8'
42"
72"
16.8'
84"
15.8'
96"
11.8' 144"
Ap
LOAM
1OYR 3/2
8
LS
1OYR 5/6
C1
LS
2.5Y 6/4
C2
MED/COS
2.5Y 7/2
C3 ,SILT LOAM
/& F.S.
2.5Y 7/1
C4
MED/COS
2.5Y 7/2
1
ASSESSORS MAP 109 PARCEL X7
ZC,N!NNG DISTRICT: N/A
21.0' YARD SETBACKS:
FRONT
SIDE _
REAR =
PLAN REF: -
FLOOD ZONE: C
17.5'
16.5'
12.5'
.I - - -
- NOTES:
i r> NO WATER ENCOUNTERED
8 UIT TR E
LP GARAGE PAVE APPROXIMATED FROM Y
c.r�> 2 CROWN SEPTI,, DESIGN: GARBAGE DISPOSER Is NOT ALLOWED 1. DATUM IS ED 0 H ANNIS QUAD
L I ON SLAB DRIVE )
oy 12" HOLLY -- -- DESIG,y FLOW: 3 110 330 EXISTING
N BENCHMARK - __ _ - o LO . BEDROOMS ( GPD) GPD 2. MUNICIPAL WATER IS
20' CROW y
,n COR 8ULKHEA6 33O r
(� .w- _-,.rOf�t='CI('_i\f i-'! _ 1R _ 2 ;:A, rn-rthdt r rr+r rr , :-.:. ,: L• r i -
..,,E P; O.I _ t .. : �, T 9 PCF.
TH1 SEPTIC TANK. 330GPD 2 = 660 4. DESIGN LOADING FOR ALL PRECAST., UNITS TO BE AASHO -H
W 1
(-) _
5.' PIP JOINTS MA
Z w E J0 N S TO BE DE ..WATERTIGHT..
S
o W 1500
1 USE �+ __-- GALLON SEPTIC TANK .
T 6, CONSTRUCTION DETAILS TO BE 1N ACCORDANCE ' WITH MASS.
fn CP Z _
INVERT OUT �1 LEACI-ING. ENVIRONMENTALTI V
10' Q - CODE TLE
ELEV .24.53
BH Lor 7 1 -� = 125.9
Area = 13,120 sq. t O + SIDE.,:
2(34.25 + 8.3) 2 (.74) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
^� 0.30 Acres u� USED FOR LOT LINE STAKING. ;
N H2 0 34:25 x 8.3 74 2 ? 0.3
r
INVERT T I BOTTOM: ( ) _ „
R ou � 8. PIPE FOR ..SEPTIC SYSTEM TO SCH. 40-4 PVC.
O' DECK ELEV = 24.98' Q j
r t W TOTAL 454 .F 336 9.` COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
t >> EXISTING S GPD E OU
1 > � INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
DWELLING 1 USE (5) CULTEC 330 S WITH 2 -0F STONE AT D
a CHLRRY TF = 26.78 FROM BOARD OF HEALTH.
SAVE) I f SIDES AND 1.5' AT ENDS
Lu 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
24 Z TO COMMENCEMENT OF WORK.
16
BA KHOE ACCESS �j UPGRADE PG
t V 1 V 11�A �r�
PI KET HE E LEGEND
F NC
SITE AND 5t1�/AGE PLAN
N
i i)0.0 PROPOSED SPOT ELEVATION
_. YO't'AL OF UNSUITABLE SOIL / a OF
123.49, ,f�#25 GINGERBREAD LANE
REVv, AROUND PERIMETER OF 0 10Ox0 EXISTING SPOT ELEVATION
SYSTEM DOWN TO MED/COS LAYER
(C4). REPLACE WITH CLEAN MED.o IN THE TOWN OF. (
SAND. ENGINEER TO INSPECT AND CERTIFY r' 1 (1OO T
R EMOVAL t o- PROPOSED CONTOUR YARMOUTH 0 R)
E 0 L � 1
N ,
1 - - '100 EXISTING CONTOUR
PREPARED FOR:
LOT 5
4 MRS. P. HOLLAND
20 0 20 40 60
BOARD OF HEALTH
C"
G- JULY 18, 1998.
MA . 1 - 20
APPRC)VED DATE SCALE. DATE:
REV. 7/22/98
off 508-362-4541
fax 508 362-9880
o �
drawn cape engineering•, Inc. ��' �P�`" Of �C b b �E H � �� ARNEOJALA q�ti SEP
09�
;0
CIVIL ENGINEERS CIVIL -• oI OJALA HEALTH DEPT.
No. 30792 No. 26348 a�
LAND SURVEYORS
oda' 9F T€RSO Fsi CISTER�����``
F y
0 4 89 S --- / /���/��
939 main st. armouth, ma. 02675 ---- / ------
8 i 92 Y OJALA, L.S. DA TE ;