HomeMy WebLinkAbout81.67 - Title 5 Site PlanTOP FNDN. AT EL. 36.0' SYSTEM PROFILE
- ACCESS COVERS TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
/-
ACCESS, jWATERTIGHT) TO 6" OF FINISH GRADE
5.0' MINIMUM .75' OF COVER OVER PRECAST /( WITHIN 6" OF FINN GRADE (OR TO GRADE IF IN PAVE.)
(OR TO GRADE IF UNDER PAVE.) 2% SLOPE REQUIRED OVER SYSTEM zl n7l
RUNPIPE LEVEL
33.0'
PROPOSED 1500
GALLON SEPTIC 32.25' H-20
32.50' TANK (H- 110 ) GAS
+ BAFFLE 30.52'
( % SLOPE) �_6" CRUSHED STONE & MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4 (j_-7-7 SLOPE) ( _1% SLOPE)
TEE SIZES:
INLET DEPTH = 10„
OUTLET DEPTH = 14
FOUNDATION- 10' SEPTIC TANK 100'
N
PROVIDE VENT NTH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT WITH
LOT 46
)` 16, 21 S�t
l 3
GAR
SOS, /
a.92
3 2 \\ \
3a H11 H / /-1 3.8
PT. / 1s a 'SHED
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00,
+
4l /
l� 1'T �q4.1 .08 � �J
HYDRANT 0
TAG SOLT #1014
ELEV=35.85' ygbm 5.85 x}-33.55
s0.
'O
03-378
r :•
2" DOUBLE WASHED
�.n.o-oa v ooa0
30.17' C70C]CJ O 0C]C70
:] ED 0 0 0 L ID O
2' OOOO 0 =CEDED
3/4" TO 1 1/2" DOUBLE WASHED STONE
H-20 500 GAL. CHAMBERS
HIGH\-s�
OOH
+3451
3472
.45 '\ /
+ ®i2
PROP. DWELL.
TOP FNDN = 36.0:
X34 37
134.43
P�
20'
LEACHING
FACILITY
3' MAX.
31.0'
3.77'
17'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: D. FLAHERTY, RS
DATE: 1/7/04
PERC. RATE < 2 MIN/INCH
CLASS I SOILS P#
0.. 4
AP
LS
9.. 10YR 4/4
Bw
22,t LMS
26" 10YR 4/6
24.4' ; PERC
G -W ESTIMATED AT EL 6.0'
C
MED/COS
2.5Y 6/4
ELEV.z�i
34_4' 0" 35.0'
Ap
LS
- 10" 10YR 4/4
Bw
LMS
52.2' 10YR 4/6
34" 32.1'
C
MED/COS
2.5Y 6/4
tHICH
RD.
0
0
SALT BOX RD. \
� 604T H
4U�
LOCUS
4
FA
.ny
/ mr
LOCATION MAP NTS
ASSESSORS MAP 81 PARCEL 67
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 89/89
FLOOD ZONE: C
VARIANCE REOVESED FROM YARMOUTH
BOARD OF HEALTH TOP FNDN TO BE 1.5'
ABOVE HIGH POINTIN ROAD (0.5' 120" 122" 24.$'
VARIANCE REOUESED) 24.4'
NO WATER ENCOUNTERED NOTES:
C SEPTIC DESIGN: (GARBAGE DISPOSER IS N()T Al I ()WF1. DATUM IS APPROX. NGVDf1 ) '
DESIGN FLOW: __,5 BEDROOMS ( 110 GPD) = 550 GPD 2. MUNICIPAL WATER IS AVAILABLE
USE A 5SO GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
DIRT 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10
34.99 33i6 " ROAD SEPTIC TANK: 550 GPD ( 2) = 1100 -DESIGN LOADING FOR D'BOX & CHAMBERS TO BE AASHO H- 20
a.4 ,i ��f _ USE A 15,00 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT.
: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
sp 3. \ ` LEACHINGENVIRONMENTAL CODE TITLE V.
+32.4x' 2(47.5 + 10.83) 2 (.74) = 172
SIDES: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND 1S NOT
fNCf X 4y BOTTOM: 47.5 x 10.83 (.74) = 380 TO BE USED FOR ANY OTHER PURPOSE.
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
C TOTAL: 747 S.F. 552 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
�I30.73 USE (5) 500 GAL LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
pa + zs EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS FROM BOARD OF HEALTH.
s�/ 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM (UNKNOWN LOCATION)
+33.95 30.87 0
9�
s
/32 +31.42 F
EXISTING
TF=35.0'
(TO BE REMOVED)
SLEEVE SEWER LINE FOR 10'
-E+T+-I •SI&E- OF CROSSING
WITH WATER LINE
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
0 CONC. BOUND
BOARD OF HEALTH
, MA
AFF9UVhD DATE
off 506-362-4541
fox 506 362-9660
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 34 FAIRWAY ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: M/M ARTHUR ESSWEIN
20 0 20 40 60
SCALE: 1" = 20' DATE: JUNE 15, 2004
i. DATE