HomeMy WebLinkAbout83-1544 - Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
,— 100 — EXISTING CONTOUR
-.PROVED DATE
+DRIVEWA'
FAVOR OF
Exe
BOARD OF HEALTH
, MA
SEPTIC DESIGN:
0
(GARBAGE DISPOSER IS NOT ALLOWED
)
MAIN HOUSE
DESIGN FLOW: 5 BEDROOMS (-Ll-0 GPD)
= 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD 1100
USE A L022 -GALLON SEPTIC TANK
10YR 3/2
GUEST HOUSE
10"
DESIGN FLOW: L BEDROOMS ( 1100 GPD)
= 110 GPD
USE A 110 GPD DESIGN FLOW
LS
SEPTIC TANK: 110 GPD ( 2 ) = 220
42.,
USE A 1500 GALLON SEPTIC TANK
12.7'
LEACHING: FOR MAIN AND GUEST HOUSE
C1
2(73 + 11.83) 2 (.74)
= 251
SIDES:
73 x 11,83 (.74)
= 639
BOTTOM:
86"
TOTAL: 1202.9 S,F, 890
GPD
USE (8) H-20 500 GAL LEACHING CHAMBERS (ACME
OR EQUAL) WITH 3.5' STONE AT SIDES
AND 2.5' AT ENDS
LOT 57
#23
#22
MAIN HOUSE SYSTEM PROFILE
FIRST FLOOR = 16.5' (NOT TO SCALE)
ACCESS COVER TO FIN. GRADE PROVIDE C.I. COVERS TO GRADE. 7 AT EACH END
ACCESS COVER (WATERTIGHT) TO OF FACILITY AND ONE IN THE MIDDLE
FIN. GRADE
15.5't MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM
v RUN PIPE LEVEL 2" DOUBLE WASH D PEASTONE
13.5' / FOR FIRST 2' 3' MAX.
PROPOSED 2000 `
12.68, GALLON SEPTIC 12.43' 12.1'
TANK (H— 2O) GAS 11.95'
BAFFLE 12.12 ! ot3oo � ao00
•1 MIN 11 . Ea E� E] E� CD 3.5' AT SIDES
( 9; SLOPE) �6" CRUSHED STONE OR MECHANICAL (� Q [] Q � 0 0 0 - 2.5 AT ENDS
COMPACTION. (15.221 [2]) 2' 0=10 0 0 0 E1 LD 0 9.58'
DEPTH OF FLOW 4'
(—L—% SLOPE) SLOPE)
TEE SIZES 3/4" TO 1 1/2- DOUBLE WASHED STONE
INLET DEPTH = 10" H-20 500 GAL, LEACHING CHAMBERS
OUTLET DEPTH 14'
FOUNDATION— 41' SEPTIC TANK 31 D' BOX 3g' LEACHING 5.91'
FACILITY
GUEST HOUSE
\13.6 -
PROPOSED
PRO
GATAN
MIN
( 9. SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES: s 10"
INLET DEPTH
OUTLET DEPTH = 14"
.75' OF COVER OVER PRECAST
IF UNDER PAVEMENT, PROVIDE ACCESS COVER TO FINISH CRADE
CRUSHED STONE OR MECHANICAL
APACTION. (15.221 (2])
(_% SLOPE)
SEPTIC TANK 42'
1,14,
3
LOT 57
D' BOX
TH 2 EL. 3.67'
TO LEACH FACILITY (SEE ABOVE)
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 2/22/01
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
ELEV. ELEV.
0" Q 16.2' 0" Q 16.0'
NO WATER ENCOUNTERED
I
LOCUS
LOCATION MAP NTS
ASSESSORS MAP 9 PARCEL
ZONING DISTRICT: R-87
FLOOD ZONE: B. C & Al2 EL.' 12
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL SEPTIC SYSTEM
COMPONENTS TO BE H-20
S. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
r,.NT rr R c. n. BE n`Q: (�(1�IC1 DI c FOD VrPIFYINI' THE
10. C�:� .RP: C, �F1 ,�L _
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
TITLE 5 SITE PLAN
OF LOT 58 WHITE CEDAR ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MALCOLM NOLEN
30 0 30 60 90
SCALE: 1" = 30' DATE; FEBRUARY 26, 2001
REV. 3/20/01 (WALL)
;s
Tn of
,F ARNE
.��
dfkr,
No.
256
OJALA, P. P,L.S. DATE
oll 508-362-4541
fax 503 362-8880
down cape engineering, inc.
YARMOUTH CMSERVATION COhdM:"BION I CIVIL ENGINEERS
LAND SURVEYORS
MAR 2 7 2001 i 939 main St, yarmouth, mo 02675
0
2"
A
LFS
8"
10YR 3/2
10"
Bw
LS
42.,
10YR 5/6
12.7'
38"
C1
12.$3'
LS
2.5Y 5/4
86"
2.5Y 5/4
92"
C2
MED/COS
134"2.5Y
7/3
5.03
NO WATER ENCOUNTERED
I
LOCUS
LOCATION MAP NTS
ASSESSORS MAP 9 PARCEL
ZONING DISTRICT: R-87
FLOOD ZONE: B. C & Al2 EL.' 12
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL SEPTIC SYSTEM
COMPONENTS TO BE H-20
S. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
r,.NT rr R c. n. BE n`Q: (�(1�IC1 DI c FOD VrPIFYINI' THE
10. C�:� .RP: C, �F1 ,�L _
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
TITLE 5 SITE PLAN
OF LOT 58 WHITE CEDAR ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MALCOLM NOLEN
30 0 30 60 90
SCALE: 1" = 30' DATE; FEBRUARY 26, 2001
REV. 3/20/01 (WALL)
;s
Tn of
,F ARNE
.��
dfkr,
No.
256
OJALA, P. P,L.S. DATE
oll 508-362-4541
fax 503 362-8880
down cape engineering, inc.
YARMOUTH CMSERVATION COhdM:"BION I CIVIL ENGINEERS
LAND SURVEYORS
MAR 2 7 2001 i 939 main St, yarmouth, mo 02675
0
2"
A
LFS
1OYR 3/2
10"
Bw
LS
38"
1OYR 5/4
12.$3'
C1
LS
2.5Y 5/4
92"
C2
MED/COS
148"
2.5Y 7/2
3.67'
NO WATER ENCOUNTERED
I
LOCUS
LOCATION MAP NTS
ASSESSORS MAP 9 PARCEL
ZONING DISTRICT: R-87
FLOOD ZONE: B. C & Al2 EL.' 12
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL SEPTIC SYSTEM
COMPONENTS TO BE H-20
S. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
r,.NT rr R c. n. BE n`Q: (�(1�IC1 DI c FOD VrPIFYINI' THE
10. C�:� .RP: C, �F1 ,�L _
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
TITLE 5 SITE PLAN
OF LOT 58 WHITE CEDAR ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MALCOLM NOLEN
30 0 30 60 90
SCALE: 1" = 30' DATE; FEBRUARY 26, 2001
REV. 3/20/01 (WALL)
;s
Tn of
,F ARNE
.��
dfkr,
No.
256
OJALA, P. P,L.S. DATE
oll 508-362-4541
fax 503 362-8880
down cape engineering, inc.
YARMOUTH CMSERVATION COhdM:"BION I CIVIL ENGINEERS
LAND SURVEYORS
MAR 2 7 2001 i 939 main St, yarmouth, mo 02675