HomeMy WebLinkAboutEngineered Plan - 2002TOP FNDN EL: 23.0, � Y S TI L M � K U I `ILL TEST .OLE LOGS
-,
ACCESS COVER TO FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO ENGINEEaR:
RICK JUDD, RS
i
21.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" of FIN. GRADE WITNI; SS: _ AMY VON HONE, RS
2% SLOPE REQUIRED OVER SYSTEM 20 `j
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE \ DATE.. / /
02
19.0 FOR FIRST 2' \ 18 MIN
PROPOSED 1 O 3 MAX.
rr
FERC, RAIL T < 2 MIN/INCH
GALLON SEPTIC 18.46'
18.71' \ H_..20 i 8.26' CLASS I ______ SOILS P#
TANK (H- 20 ) GAS
17.85'
BAFFLE 18.02j!__Z
._
a_
7T7 7T7 7T7
a .
( _.3_% SLOPE) 6' CRUSHED STONE OR MECHANICAL .17.$4' 3' C� Nf)5 ��
COMPACTION. (15.221 [21) � �' _ 0 17.2+x' 1 ELEV.
20:4'
DEPTH OF FLOW = 4 0" 0" 20.5
10" 2 ( %SLOPE) ( 1 7. SLOPE) - - -
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WAS HE[) STONE
INLET DEPTH FILL FILL
OUTLET DEPTH 14" 12„ 8„
15`
4 r.:. _1
1 + LEAC' IIN ,_ Bw Bw
FOUNDATION. 0 SEPTIC TANK 22 D BOX 3 ASSESSORS MAP 48 PARCEL 39.1
FACI� TY LFS
LFS ZONING DISTRICT: R 25
10YR 5/6
_- YARD SETBACKS:
11; E --,DJ. WATER :AT EL 12.266, 32 .�. 17:73' 10YR 5 6
/ FRONT - 30
36,. 17.5,
SIDE = 15'
BENCHMARK - ' PEED 18.20 REAR = 20
QF P Y PERC G C
HYDRANT TAG BOLT #1025 DGD D WP -kl .44 PLAN REF. -
ELEV = 22.31' / jRpV�cLE 1$
FS FS
-KI 7.90 FLOOD ZONE. C
53 SIGN ,
,. �--- +48.19 2.5Y 6/ 4
- / 20.4 \
/ MPkN + 2.5Y 7/2 W Miw
WELL: 29
+17,E4
ZONE: A
.� o
�� -/ .88 0
® r tiY n ADJ. (APRIL) 2.1
�7gg - '!.
a
J.� ice-, . \ � \" � a
6 +
Q ,�' ` 123 oBs. WATER 10.15
2S•g 9.93 PROP, FS \ +19,71
1 w L�.r, 124
DRIVE -I-2 4 rA c� \ 124 OBS: WATER
.� w 60 10.06 10.16
fi TH1, NOTES.
/ 0
LOT 306 20.08\' /
4-
0 4 r NOT LOWEDAPPROXIMATEDF
9483t5F w L 1: DATUM IS FROM QUAD MAP-
%, � � ., � >>EPTIC :�E.•IG(�I. (cA.FBAc:;_ DISPOSER is )
/ / P
�✓ 20.41 i
DESIGN FLOW. BEDR,OMS 110 GPD 0 GPD r _ 2. MUNICIPAL WATER IS AVA! A
BE
1 r.
1 !TQ
�9 P
)F . F 11 i
� I
2, V1 1
/
PROP.
.-
-
`
SHO H
_ 2 G
�30 G'D 660 4. DE I(NLO IN� FOR A L PRECAST UNITS TO BE AA
DRIVE (22.16 -.,_ TIC n r.<TO E MADE WATERTIGHT.
.97 � ,PEJOINT' �
USE A 1_ _00_ GALLON SEPTIC TANK 6. CONSTRUCTION
DETAILS TO BE IN ACCORDANCE WITH. MASS.
.
PROP. PROP. CRAWLSPACE FLOOR NO
LEACHING: ENVIRONMENTAL CODE `TITLE V.
u T
LOWER THAN ELEVATION 1 . 7 1 . 4 41.2 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
DWELL E ELE o 8 5) SI 2(3 .25 + 0 8� .58 (.7 )
.�----;' DES... -�
665 USED FOR LOT LINE `STAKING.
21.23
7: 5 x 10. 3 74
. � 3 2 8 (. ) 29$.5
21. T� 23.0 a BOTTOM. - .-- 8. PIPE FOR SEPTIC, SYSTEM TO SCH, 40-4 PVC.
21,30 .,�; O' _
1
2 -'
s 7COMPONENTSN T T A KF A WITHOUT
; OTAL. - 459 S.F. 339 GPD 9 ❑ CI BE BACKFILLED ILCED OR CONCEALED..
j INSPECTION BY BOARD CSE-" HEALTH AND PERMISSION OBTAINED
USE 5 H -20 STANDS RD INFILTRATORS WITH 4' STONE AT
SHE �9- -I-20,25 �..: FROM BOARD OF HEALTH,
SIDES AND 3' AT EN[ S
LOT 307
-}-19.9
} 19.97 3 `t' TITLE I L E .4 1 I- L- I""7I r
100 0 PROPOSED SPOT ELEVATIONOF STQ `�- CIRCUIT ROAD NORTH
hyo 10Ox0 EXISTING SPOT ELEVATION
F ._,.. IN THE TOWN OF:
Nc� PROPOSED CONTOUR
(WEST) YARMOUTH
1OO EXISTING CONTOUR
PREPARED FOR.
MICHAEL ARONNE
19.40 20 0 20 40 60 Feet
BOARD OF HEALTH
MA. 1 - 20 MAY 13, 2002
PPROVED DATE SCALE. DATE.
off 508-362-4541 rp
fox 508 362-9880
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M AY 3 0 002 M.
down cape engineering, Inc. ARNEH.
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CIVIL ENGINEERS B n
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0792
LAND SURVEYORS
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02- 066 939 main st. Yarmouth, ma 02675
AR.NE H. OJALA, P. ,, F.L.S. DATE
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