HomeMy WebLinkAboutEngineered Plan - 1998SEPTIC PROFILE
T.O.F. AT EL. 12.81 '
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
WITHIN 6' OF FIN. GRADE
/12.4' MINIMUM .75' OF COVER OVER PRECAST
} ! 10,37' 1500
(PROP.) PROPOSED
L�9 4IGALLON SEPTIC
TANK (H- 10 )
(1-% SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = lO"
OUTLET DEPTH 14"
FOUNDATION 21.5'
no 400
RUN PIPE LEVEL
FOR FIRST 2'
9.69'
GAS t g\ 5,
BAFFLE 9.67'
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
(-1-7. SLOPE) (-]-% SLOPE)
2% SLOPE REQUIRED OVER SYSTEM
12.3'
TEST HOLE LOGS
ENGINEER: D.A, OJALA, SE
WITNESS: AMY VON HONE, RS
DATE: 6/11/98
2' DOUBLE WASHED PEASTONE <2 MIN. PER INCH
3' MAX. PERC. RATE =
10.2' CLASS _. SOILS P#
C7 O L C7 0 El E:lD C7
0
' oaoo o c�ooa o
DC7aL� CD C]O0=� 1 ELEV.
2' oac�a Cl DODO o�.4 0" Q 12.3 0"
3/4" TO 1 1/2" DOUBLE WASHED STONEA
LS
6„ ( 7.5YR 3/2
B
LEACHING 4'
- SEPTIC TANK 2' D' BOX 12' FACILITY LS
33" 1OYR 5/6 X9.55'
AD -1. WATER @ 3.4' C
M/F
WELL: MIVY' 29 2.5Y 6/6
ZONE: A
ADJ.: 0.6' (MAY) adj. water 3.4'
N/F - -
ROBERT LOVE "MAXIMUM FEASIBLE COMP_.IANCE"
REDUCTION IN GROUNDWA"ER SEPARATION FROM 5' TO 4' 114" obs. water 2.8'
12.4 90'± PER! '
FENCE LINE
DEED 138" 1 0.8
ELEV.
ASSESSORS MAP 36 PARCEL Y8
ZONING DISTRICT:
YARD SETBACKS:
FRONT =
SIDE _
REAR =
PLAN REF. -
FLOOD ZONE: C
.3.1 --
IV
z ----------------12.9 �n 'v :i r DENN!S QUAD I
12.7 r r�i
�`
r NOT ALLOWED
1z.1 12.9 _ �,�PTIC DES!�N: (GARAGE DISPOSER .., � I . DP,TI;:>. .� _...__.__.. �______._.
1
--- _ ,,, ., EXIS iNG
U c. SLAB 112:7 _ 330 IPAL �, AT_R iS _-__..--
1 PAVED DES N r.r. c�OOM (110 GPD GPD 2. MUNIN, t
Z r DRIVE .; s, BEDROOMS _
,i ' % j i v USF �� 33i�_ r�F'J DESIGN FLOW -- 3. �11;v�t1U'`� ����=I!TC�' O BE 1/8" FER Fu,7, --
EXIST.12.7 --- n�� ,. �� 1�;a rnn Pct - % �, U �, flc "%1HO ! ; - 1 I
PIPING 1 2.8 , J
TS
tt: r� ,
125 JL! .li. -S.\• �.. ... _-% _ ;� rIL JUI,j!.:7 IU �3 °.:.r•,✓S,,
T(� A
W12.3, -- --
W FIRST Ft00R = 13.51' BRICK ', 2 3 1500
Q WALK ;_ -------
-- ----- �;SE A-- GALLON SEPTIC TANK 6. CONSTRUCTION DET1lLS TO BE IN ACC�:2DA1'<i.E �`lIT'ri MAS:.
ONE soRY X FE E� 12-s 12.7 ENVIRONMENTAL CODE TITLE V.
� N ExISTINc I;Ouss� ,'LAMP LEACHING = 1 12
L E POST 12.s 12.6 0 2(25 + 12.83) 2 (.74) 7. THIS PLAN 1S FOR PROPOSED WORK ONLY AND NOT TO BE
rn •� 124, W SIDES: USED FOR LOT LINE STAKING.
+! _-� '2.3 °° Z 25 x 12.83 (.74) = 237
co 11.9 1 27� o BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" 'PVC.
00 BENCHMARK W9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
COR BRICK , o TOTALSTEP: 472_ S.F. 340 GPD
W INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
m
EXIST. PIPING ELEV = 13.0'. W USE 2 500 GAL. LEACHING CHAMBERS WITH 4' FROM BOARD OF HEALTH.
11s 12,4 S.T. I � � OF STONE ALL AROUND RESPONSIBLE FOR VERIFYING THE
10. CONTRACTOR SHALL BE RESP '
GAS
_ 12 4 W - LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR
METER - - _ 2.3 0 TO COMMENCEMENT OF WORK.
12.2 0. gec _ _ w
11.9 11.9 -
LOT AREA 11.7 ; - 15' 12. i LEGEND SITE AND Y L� S i' i' r i GE PLAN
1
'8200 SF +/- 11.9 TH1 UTiLj7jES
I
f
#1 WILLOW LANE
100.39 12.1 15 0 100.0 PROPOSED SPOT ELEVATION OF
co �
I I ELEVATION 100xO EXISTING SPOT ELE
� IN THE TOWN OF:
100 PROPOSED CONTOUR
(SOUTH) YA R M O U T H
11.3 12 100 EXISTING CONTOUR PREPARED FOR:
BORTOLOTTI CONSTRUCTION/PHILLIPS
RE-ROUTE PLUMBING TO EXIT AS
SHOWN, AT ELEVATION SHOWN20 0 20 40 60 I
CONFIRM ABILITY TO RE-ROUTE
Y
PLUMBING PRIOR TO CONSTRUCTION BOARD OF II&IT i
OF SYSTEM
SCALE: 1"= 20' DATE: JUNE 18, 1998
APP OVED DATE v
USE CAUTION IN AREA OF GASLINE! -
off 508--362-541
,.+ r -a �� + 1' ► mac- w� 5 �,..., far sos 362-9m
Of
or ��
ASKS H. G
i1I �ti7 Lai �� •'" ' , a�a�,,
down cape engineering, Inc, y
CIVIL ENGINEERS JU 19$ o� t� CIVIL I
2s. t
LAND SURVEYORS N DY►jT.
939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE