HomeMy WebLinkAbout132.123 - Title 5 Site Plan (Copy 2)SYSTEM PROFILE
TOP FNDN. AT EL. 26.0'NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (
ACCESS COVER (WATERTIGHT) TO
% MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
FOR FIRST 2'
PROPOSED
GALLON SEPTIC 22.25'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
3' MAX.
22.0'
._22.50 TANK (H-
10 ) GAS
21.45' �� 21.28
MM
M
CIC'
BAFFLE
MMMM
M
Moon
MIN
P21,17
MMMM
M
MMMM
( % SLOPE)
�6" CRUSHED STONE OR MECHANICAL
2'
M
[]
(�
M M
E] M
'
COMPACTION. (15.221 (21)
DEPTH OF FLOW = 4'
(2.5 % SLOPE) (--1-7 SLOPE)
3/4" TO
1
1/2" DOUBLE WASHED
STONE
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH - 14"
FOUNDATION- 21' SEPTIC TANK 31 D' BOX -
BENCHMARK
CONCRETE BOUND
ELEV = 25.0'
�-24.40
J
2�. PROP, 4'x 6'x 2' UTILITY
~� SCREEN BOARD FENCE
5.01
+25.31,
HIGH PT.
9j
LOT 2
15,875 SFt
/ N
24.91 'S
0' 2^
f
o } <
/ + .36 `24.5 i
Vy 25.2 1
PROP. 4 BR '
U
� DWELLING '
DECK
125.14 TOP FNDN. 26.0'
TH 2
-24.9 PROP. LI T$
4.56
DRAINAGE �. `�� GAR
MANHOLE PROP. BRICK +23.54
COVER �,� '� WALK ,
` 0
13'
+23.61
36 �,
/r �Cq3
i ®e .57
TH1
-f-24.78
R<SER i 2 , �•
+23.97
LOT 1
+24.221 -2
TOWN OF YARMOUTH VARIANCE REO'D: TOP OF +0,00 1,.1
FOUNDATION TO BE 1.09' ABOVE HIGH POINT IN v N
ROAD (0.91' VARIANCE)
+23.44
+21.17
00-095
19.17'
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: KELDA GORMAN, SE
DATE: 5/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS i SOILS P#
O" 4
DISTURBED
Ap
ELEV. Q
23_2'
DISTURBED
Ap
24.0'
LEACHINGASSESSORS MAP 132 PARCEL 123
FACILITY 7.97' 48" 19.2' 48" 20.0'
ZONING DISTRICT: R 40 (CURRENT)
YARD SETBACKS:
FRONT = 30'
C C SIDE = 20'
(REAR = 20'
11.2' MS MS PLAN REF. - 435/39
FLOOD ZONE: C
2.5Y 7/4 2.5Y 7/4
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY
DOWN TO SUITABLE SOIL LAYER.
WITH CLEAN MED. SAND.
144" 11.2' 144" 12.0'
NO WATER ENCOUNTERED NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM QUAD
DESIGN FLOW: 4- BEDROOMS (110 GPD) = 440 GPD 2. MUNICIPAL WATER IS `gV'AI ARI F
USE A Ala GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FMT.
N SEPTIC TANK: 440 GPD (Z) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- .0
N 5. PIPE JOINTS TO BE MADE WATERTIGHT.
+21.40 USE A _1_500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING: ENVIRONMENTAL CODE TITLE V.
2(33.5 + 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
4.31 SIDES: TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 33.5 x 12.83 (.74} = 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S. F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (3 ) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
+23.21 WI 4' STONE ALL AROUND 10. WATER TEST D'BOX FOR LEVELNESS
LEGENDT ITLE 5 SITE PLAN
1 100.0 PROPOSED SPOT ELEVATION OF
42 CENTER STREET
100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:
LOT 3 100 PROPOSED CONTOUR
YARMOUTH (PORT)
- 100- EXISTING CONTOUR PREPARED FOR: YARN PHILBROOK
_""�EDGE OF POOL
BOARD OF HEALTH
MA SCALE: 1 = 20 DATE: I,I OCTOBER 5, 2002
APPROVED DATE
REV. 12/10/02 (TF EL.)
REV. 1/17/03 (TF)
off 508-362-4541
lox 508 362-9880
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down Cape engineering, inc. ARN
�r���� ARTIER
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OJALA =� " CIVIL '!, ,;, Li 0 4 2003
CIVIL ENGINEERS No. 34017,
No.3
LAND SURVEYORS
Al
939 mein st, yarmouth, ma 02675 XRN H. OJALA, P.L.S. -DATE