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TOP FNDN. = 64.5' SYSTEM PROFILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
65.0' MINIMUM ,75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
11PROPOSED 1500
GALLON SEPTIC
61'0' TANK (H— 10 )
MIN
(-2-7 SLOPE)
DEPTH OF FLOW = 4,
TEE SIZES
INLET DEPTH 10
OUTLET DEPTH = 14"
FOUNDATION— 15'
99-403-5A
�f II RUN PIPE LEVEL
;L'lll J—II II�..�"''IIFOR FIRST 2'
60.75'
•SRAFnc o0
58.98' ��
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (2))
( 5 i SLOPE) ( 7 SLOPE)
TEST HOLE LOGS
PROVIDE VIEWPORT WITHIN 6"
OF FIN. GRADE ENGINEER: MICHAEL FARIA, SE
2% SLOPE REQUIRED OVER SYSTEM62 D' WITNESS: AMY VON HONE, RS
/ 2" DOUBLE WASHED P� TONE DATE:
1/10/00
3'
j� MAX. PERC. RATE _ < 2 MIN/INCH
IIII159.5' CLASS I SOILS
3/4" TO 1 1/2" DOUBLE WASHED STONE
SEPTIC TANK 34' D' BOX 13'
LEACHING
FACILITY
5'
51.7'
In
Q ELEV.
65.0' G"
0/A/E
SL
8" 1 OYR 4/1
B
LS
tOYR 5/6
30" 62.5'
C
FS
2.5Y 7/6
3
4
63.7'
0/A
SL
1OYR 4/1
B
LS
W, 1OYR 5/6
C1
FS
2.5Y 7/6
72"
144" 1 53.0' 144"
NO WATER ENCOUNTERED
Co SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED --
----)------
o DESIGN FLOW: 4- BEDROOMS (110 GPD) = 44_0 GPD
M- - USE A 44O GPD DESIGN FLOW
i SEPTIC TANK: 440 GFD (_2 _) _ 108GALLONS
j USE A 1500- GALLON SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137
BOTTOM: 33.5 x 12.83 (.74) = 318
TOTAL: 615_ S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 4' STONE ALL AROUND
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100— EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
/m 505 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
MA
C2
FS
2.5Y 7/4
1.2'
94 PARCEL
Co:) o +�
oo /
CURRENT ZONING
r
OE
N
NIS
POND w
SETBACKS:
O ltF,ti
FRONT = 30'
a
SIDE = 20'
LOCUS
MIO CAPE o
EXIT I
REAR = 20'
HIGHWAY _ R7.6
i
N
w
LOCUS MAP
I
I/ y
/ � Of
o
o
'
Lu
L
W
Luz
z
I
lI SPLIT STONE
FOUND
LEACHING
FACILITY
5'
51.7'
In
Q ELEV.
65.0' G"
0/A/E
SL
8" 1 OYR 4/1
B
LS
tOYR 5/6
30" 62.5'
C
FS
2.5Y 7/6
3
4
63.7'
0/A
SL
1OYR 4/1
B
LS
W, 1OYR 5/6
C1
FS
2.5Y 7/6
72"
144" 1 53.0' 144"
NO WATER ENCOUNTERED
Co SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED --
----)------
o DESIGN FLOW: 4- BEDROOMS (110 GPD) = 44_0 GPD
M- - USE A 44O GPD DESIGN FLOW
i SEPTIC TANK: 440 GFD (_2 _) _ 108GALLONS
j USE A 1500- GALLON SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137
BOTTOM: 33.5 x 12.83 (.74) = 318
TOTAL: 615_ S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 4' STONE ALL AROUND
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100— EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
/m 505 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
MA
C2
FS
2.5Y 7/4
1.2'
ASSESSORS MAP
94 PARCEL
CURRENT ZONING
r
OE
NIS
POND w
SETBACKS:
O ltF,ti
FRONT = 30'
a
SIDE = 20'
LOCUS
MIO CAPE o
EXIT I
REAR = 20'
HIGHWAY _ R7.6
i
N
w
LOCUS MAP
SCALE 1" = 2000'
ASSESSORS MAP
94 PARCEL
CURRENT ZONING
DISTRICT: R-40
SETBACKS:
FRONT = 30'
a
SIDE = 20'
L
o
2
REAR = 20'
N
w
FLOOD ZONE: C
C-
L
W
z
I
51.7'
NOTES:
1. DATUM IS ASSUMED FROM QUAD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4.- CESC.N LOADING FOR -ALL -PRECAST UNITS TO BE A."n H— 10
5. PIPE JOINTS TO BE MADE WATERTIGHT. 11
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.
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: SID SIDDHARDTH
30 0 30 60 90 Fe
C
SCALE: 1" = 30' DATE: APRIL 20, 2004 (-)
FT'l o
m 3
LSN OF 4 I
o ARNE H c c
g ARNE nlef e w 7\
9�2//ay
ARNE H. OJALA, P.E., P.L.S. DATE
SYSTEM PROFILE
TOP FNDN. = 64.5'(NOT TO SCALE) PROVIDE VIEWPORT WITHIN 6"
74 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF 'COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 62.0'
•.• RUN PIPE
�LEVEL 2" DOUBLE WASHED P�TONE
FOR FIRST
2' 3' MAX.
IPROPOSED 1500
GALLON SEPTIC B0.75' 59.5'
61.0' TANK (H— 10) ASB„��
58.98' �� C7 D C7 t� O O
MIN
58.7, � 0 MED 0 E] E:3 C� M 4' AROUND
(—Z-7 SLOPE) �6" CRUSHED STONE OR MECHANICAL C� C1 D C7 E� 0
COMPACTION. (15.221 [2]) ME§s 2' M ED 0 E� ED I� 0 ED C3 o 56.7'
DEPTH OF FLOW = 4{ % SLOPE)
(5 r SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED. STONE
TEE SIZES:
INLET DEPTH 10
OUTLET DEPTH 14
LEACHING
FOUNDATION— 15' — SEPTIC TANK 34' D' BOX 13 FACILITY
/
/
/
99-403-5A
o
o /
o /
cv J' I
/ � I
I
I/ I 0 I
Q z
I1�III7 z
uj
II
ISPLIT STONE
j 5 FOUND
5'
51.7'
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: AMY VON HONE, RS
DATE. 1/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
In
211
30"
CVi I ELEV.
65.0' 0"
0/At5/6
SL
1OYR
B
L
1OYR
C
FS
2.5Y 7/6
0
Q 63.7'
0/A
SL
1OYR 4/1
8
LS
300 tOYR 5/6
C1
FS
2.5Y 7/6
72"
C2
FS
2.5Y 7/4
1.2' ASSESSORS MAP 94 PARCEL
— CURRENT 'ZONING DISTRICT: R-40
SETBACKS:
FRONT '= 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 --- EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
911 508-362-4541
fox 508 367-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
I&M
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: SID SIDDHARDTH
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: APRIL 20, 2004
E3 -I
ZH OF O
F
9 ' <
S ` � ARNE H c u N
C:)
2NE o OJALA
H. CIVIL N
JALA " No. 30792 rfl M-
26348
S �Q- S�0 LEN W
DATE
ARNE H. OJALA, P.E., P.L.S.
144" �� 53.0'
144" LTJ 51_7'
(NOTES:
NO WATER ENCOUNTERED
ALLOWED
1, DATUM IS ASSUMED FROM QUAD
SEPTIC
DESIGN: (GARBAGE DISPOSER Is __NOT
_____)
m
00 I
DESIGN
FLOW: 4- BEDROOMS (110 GPD) = 440 GPD
2. MUNICIPAL WATER IS AVAILABLE
USE A
440 GPD DESIGN FLOW
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SSQ GALLONS
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
n I
SEPTIC
TANK: 440 GPD (_� _) =
-
5. JOINTS TO BE MADE WATERTIGHT.
USE A
1_500_ GALLON SEPTIC TANK
_PIPE
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITHn 1vSSS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
2 (.74) = 137
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
2{33.5 t 12.831
USED FOR LOT LINE STAKING.
BOTTOM: 33.5 x 12.83 (74) = 318
8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL:
S.F. 455_ GPD
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
PERMISSION OBTAINED
USE
_615_
(3) 500 GAL. LEACHING CHAMBERS (ACME OR
FROM TION BY BOAOF OF HEALTH AND
EOUAU WITH 4' STONE ALL AROUND
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 --- EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
911 508-362-4541
fox 508 367-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
I&M
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: SID SIDDHARDTH
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: APRIL 20, 2004
E3 -I
ZH OF O
F
9 ' <
S ` � ARNE H c u N
C:)
2NE o OJALA
H. CIVIL N
JALA " No. 30792 rfl M-
26348
S �Q- S�0 LEN W
DATE
ARNE H. OJALA, P.E., P.L.S.