HomeMy WebLinkAbout132.123 - Title 5 Site Plan (Copy 5)TOP FNDN. AT EL. 26.0' SYSTEM PROFILE
.� ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
j-'-' ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST f WITHIN _6" OF FIN. GRADE 27 SLOPE PEQUIRED OVER SYSTEM
-171
RUN PIPE LEVEL
FOR FIRST 2'
PROPGSED � 5001/
22.50, GALLON SEPTIC 22,25' H-20
TANK (H:- 20) GAS 41.28'
BAFFLE 21.45 �
MIN
( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) ;ln
DEPTH OF FLOW 4' (2.5 %SLOPE 1
TE SIZES: ) (-% SLOPE)
INLET DEPTH 10"
OUTLET DEPTH = 14"
FOUNDATION- 23' SEPTIC TANK 31'
N
)[-24.4c
/
r
HIGH PT.. 1
o /
LOT 2
W/ 15,875 SFt
#24.91
// ry.
/
+ .38 W 25.2
v
25.14
BENCHMARK
CONCRETE BOUND
ELEV - 250'
PROP. 4 BR
DWELLING
TOP FNDN. - 2
PROP. U TS /
4.56 `
PgPCh'
DRAINAGE
MANHOLE
COVER a -
61 AL
PROP. B
+24.78 �29R..•�``�
LOT 1
TOWN OF YARMOUTH VARIANCE REO'D: TOP OF
FOUNDATION TO BE 1.09' ABOVE HIGH POINT IN
ROAD (0.91' VARIANCE)
00-095
DECK
2" DOUBLE WASHED PEASTONE
R:I
PROP, 4'x 6'x 2' UTILITY
SCREEN BOARD FENCE
+25.31
3/4" TO 1 1/2" DOUBLE WASHED SION.=
13'
LEACH) JG
FACILITY
TEST HOLE LDS
ENGINEER: MICS AEL FARIA, SE
25.0' WITNESS: KWA GORMAN, SE
DATE: 5/10/00
3' MAX, PERC. RATE _ < 2 MIN/INCH
22.0'
CLASS I SOILS P#
tAROUIND19.17' Q ELEV. Cz�
0" 23,2, 0°
DISTURBED DISTURBED
AID AD
7.97' 48" 19.2' 48"
C C
11.2' MS MS
2.5Y 7/4 2.5Y 7/4
5' REMOVAL OF UNSUITl.BLE SOIL REQUIRED
AROUND PERIMETER 'OF _EACHING FACILITY,
DOWN TO SUITABLE SOI). LAYER. REPLACE
WITH CLEAN MED. SAND.
GAR
y•
\ +2'4+3 ; fL
2 +23.21
36 ;�,
TH1 2�
ni+
+2422 -22'
+21.17
94
LOT 3
24.0'
Gli
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" 12.0'
NO WATER ENCOUNTEREDNO TES:
SEPTIC DESIGN: (GARBAGE DrSPOSER IS NOT ALLOWED ) 1. DATUM IS _APPROXIMATED FROM QUAD
-)ESIGN FLOW: 4_ BEDROOMS (I10 _GPD) = 440 GPD 2. M'JNICIPAI, Wr.TER IS '-A� LI ARIf
USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PI:CH TO BE 1/8 NtK LOUT.
SEPTIC TANK: 440 GPD (_2 80 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- -0
5. PIPE JOINTS TO BE MADE WATERTIGHT.
+21.40 USE A _1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
LEACHING: ENVIRONMENTAL CODE TITLE V.
SIDES: 2(33.5.+ 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NCT
.31 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
JSE (3) H-20 500 GAL, LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
QUAL) 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
,APPROVED DATE MA
ILD
off 508-362-4541
fox 508 362-9880
down cape engineering, i %)
0
CIVIL ENGINEER
LAND SURVEYORS a�
939 main st. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF
42 CENTER STREET _
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: YARN PHILBROOK
20 0 20 40 60
SCALE: 1" = 20' DATE: OCTOBER 5, 2002
REV. 12/10/02 (TF EL.)
REV. 1/17/03 (TF)
w..l REV. 3/31/03 (MOVE HSE)
I LIN. L ✓J/
ARNE H. OJALA, P.E., P.L.S. DATE
0000
LJ
0000
0000
0
MF -1==0000
F21.17'
0
0000
2
0000
0
0 M
0 M I
R:I
PROP, 4'x 6'x 2' UTILITY
SCREEN BOARD FENCE
+25.31
3/4" TO 1 1/2" DOUBLE WASHED SION.=
13'
LEACH) JG
FACILITY
TEST HOLE LDS
ENGINEER: MICS AEL FARIA, SE
25.0' WITNESS: KWA GORMAN, SE
DATE: 5/10/00
3' MAX, PERC. RATE _ < 2 MIN/INCH
22.0'
CLASS I SOILS P#
tAROUIND19.17' Q ELEV. Cz�
0" 23,2, 0°
DISTURBED DISTURBED
AID AD
7.97' 48" 19.2' 48"
C C
11.2' MS MS
2.5Y 7/4 2.5Y 7/4
5' REMOVAL OF UNSUITl.BLE SOIL REQUIRED
AROUND PERIMETER 'OF _EACHING FACILITY,
DOWN TO SUITABLE SOI). LAYER. REPLACE
WITH CLEAN MED. SAND.
GAR
y•
\ +2'4+3 ; fL
2 +23.21
36 ;�,
TH1 2�
ni+
+2422 -22'
+21.17
94
LOT 3
24.0'
Gli
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" 12.0'
NO WATER ENCOUNTEREDNO TES:
SEPTIC DESIGN: (GARBAGE DrSPOSER IS NOT ALLOWED ) 1. DATUM IS _APPROXIMATED FROM QUAD
-)ESIGN FLOW: 4_ BEDROOMS (I10 _GPD) = 440 GPD 2. M'JNICIPAI, Wr.TER IS '-A� LI ARIf
USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PI:CH TO BE 1/8 NtK LOUT.
SEPTIC TANK: 440 GPD (_2 80 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- -0
5. PIPE JOINTS TO BE MADE WATERTIGHT.
+21.40 USE A _1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
LEACHING: ENVIRONMENTAL CODE TITLE V.
SIDES: 2(33.5.+ 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NCT
.31 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
JSE (3) H-20 500 GAL, LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
QUAL) 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
,APPROVED DATE MA
ILD
off 508-362-4541
fox 508 362-9880
down cape engineering, i %)
0
CIVIL ENGINEER
LAND SURVEYORS a�
939 main st. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF
42 CENTER STREET _
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: YARN PHILBROOK
20 0 20 40 60
SCALE: 1" = 20' DATE: OCTOBER 5, 2002
REV. 12/10/02 (TF EL.)
REV. 1/17/03 (TF)
w..l REV. 3/31/03 (MOVE HSE)
I LIN. L ✓J/
ARNE H. OJALA, P.E., P.L.S. DATE