HomeMy WebLinkAbout132.123 - Title 5 Site Plan (Copy 4)TOP FNDN. AT EL. 26.0' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
IL MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
PROPOSED 1500
PIPE LEVEL
FIRST 2'
22.50, GALLON SEPTIC 22,25 TH-20
TANK (H- 2D) GASi�1.2$'
BAFFLE 21.45'
MIN
( 2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW - 4 (2_50 7SLOPE) ( % SLOPE)
TEE SIZES:
N
DRAINAGE
MANHOLE /
COVER �
00-095
[25.0
3' MAX.
22.0'
DOUBLE
144" �� 11_2'
144-1
TOWN C1_ER
® www
2M MAY - I ttl lo- I
RECENED
NOTES'
CR FT
ENCOUNTERED
RTE 6A E
SEPTIC
SN�
1.
DATUM IS APPROXIMATED FROM QUAD
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2.
MUNICIPAL WATER IS AVAII ARI F
CE n,
non CPD DFSIGN FLOW/
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. '
S-PTIC
TANK: 440 GPD ( _
�') 80
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3/4" TO 1 1/2" DOUBLE WASHED STONE -
INLET DEPTH - 10
OUTLET DEPTH - 14"
FOUNDATION- 23' SEPTIC TANK 31' D' BOX 13' LEACHING
FACILITY
BENCHMARK
CONCRETE BOUND
ELEV - 25.0'
- -24.40
r
/
r
/
i i ✓2�,
j'
HIGH PT. �
O/
of LOT 2
15,875 SFt
24,91
1
o�
h'
r
i + .3B W
/
�25.1a
if�25�
h
N' b
25 } k
A
PROP. 4 SR
DWELLING I
TOP FNDN. = 26.0'C
r
PROP, LI TS /
\ 4.56
PROP. 8.
` AL
DECK
PROP, 4'x 6'x 2' UTILITY
SCREEN BOARD FENCE
+25.31
r
/
a� -
`��°
TH 2 -
GAR
GAR 4
72g8j``� TH1
+ .
f /
R�
+23.97 /
LOT 1 a
i
+24.22
TOWN OF YARMOUTH VARIANCE REO'D: TOP OF
FOUNDATION TO BE 1.09' ABOVE HIGH POINT IN
ROAD (0.91' VARIANCE)
Cu
+23.44
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LE %CHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
1
+21.17
LOT 3
7.97'
11.2'
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: KELDA GORMAN, SE -
DATE: 5/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
E� ELEV, Q
0"
DISTURBED DISTURBED
AD AD
48" 19.2' 48"
C C
MS MS
2.5Y 7/4 2.5Y 7/4
24.0'
ASSESSORS MAP 132 PARCEL 123
ZONING DISTRICT: R 40 (CURRENT)
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 435/39
FLOOD ZONE: C
144" �� 11_2'
144-1
TOWN C1_ER
2M MAY - I ttl lo- I
RECENED
NOTES'
CR FT
ENCOUNTERED
RTE 6A E
SEPTIC
SN�
1.
DATUM IS APPROXIMATED FROM QUAD
I v
LOCATION MAP NTS
ASSESSORS MAP 132 PARCEL 123
ZONING DISTRICT: R 40 (CURRENT)
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 435/39
FLOOD ZONE: C
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
, MA
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 42 CENTER STREET
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: VARN PHILBROOK
20 0 20 40 60
SCALE: 1" 20 DATE: OCTOBER 5, 2002
REV. 12/10/02 (TF EL.) �v
REV. 1/17/03 (TF
REV. 3/31/03
2 03
P�,(N OF M1•q /y,Ey,�lH OF 41� 1 O
r C
�r�� AANE $�yG Fob ARNE H. '' 1
H. F o OJALA
0.1ALA " CIVIL
A No. 263 0; No. 3 By
a
'rF' 'PFG;
SIf
ARNE H. OJALA, P.E., P.L.S. DATE
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144" �� 11_2'
144-1
I 12.0'
NOTES'
NO WATER
ENCOUNTERED
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 AVAII ARI F
CE n,
non CPD DFSIGN FLOW/
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. '
S-PTIC
TANK: 440 GPD ( _
�') 80
4.
DESOZA LOADING FOR ALL PRECAST UNITS TO PE 6ASHO H---20-.-_`
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
+21.40 LSE A
-1500 GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO 11 BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
33.5 + 12.83) 2 (.74) = 137
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SIDES:
TO BE USED FOR ANY OTHER PURPOSE.
.31
KTTOM;
33.5 x 12.83 (.74) = 318
8,
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
`
615 S. F. 455 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TOTAL:
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (3)
H-20 500 GAL. LEACHING CHAMBERS (ACME OR
FROM BOARD OF HEALTH.
EQUAL)
WITH 4' STONE ALL AROUND
10.
WATER TEST D'BOX FOR LEVELNESS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
, MA
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 42 CENTER STREET
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: VARN PHILBROOK
20 0 20 40 60
SCALE: 1" 20 DATE: OCTOBER 5, 2002
REV. 12/10/02 (TF EL.) �v
REV. 1/17/03 (TF
REV. 3/31/03
2 03
P�,(N OF M1•q /y,Ey,�lH OF 41� 1 O
r C
�r�� AANE $�yG Fob ARNE H. '' 1
H. F o OJALA
0.1ALA " CIVIL
A No. 263 0; No. 3 By
a
'rF' 'PFG;
SIf
ARNE H. OJALA, P.E., P.L.S. DATE
i
w43`Pi'Q*t
__ I