HomeMy WebLinkAbout89 Old HYannis Road - Site Plan 2SYSTEM PROFILE
TOP FNDN. = 64.5'ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT To SCALE) PROVIDE VIEWPORT WITHIN 6"
ACCESS COVER (WATERTIGHT) TO OF FIN. GRADE
WITHIN 6" OF FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 62.0'
RUN PIPE LEVEL 2" DO 8 WASHED PEA,STONE \
1 5' FOR FIRST 2'
PROPOSED 1500 3' MAX.
GALLON SEPTIC 60,75' 59.5'
61.0' TANK (H- 10 )
,:. eseAmc 58.98' ootid 58.81' C7 O O 0
58.7' C� p O p p ED CI p o'4' AROUND
MIN pp p p ppClp
( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 56.7'
COMPACTION. (15.221 [21) $ 2' p p p p O O G O
DEPTH OF FLOW 4 ( 5 g SLOPE) (2% SLOPE)
TEE SIZES: 3/4" TO 1'/2"DOUBLE WASHED STONE
INLET DEPTH = loll-
OUTLET DEPTH = 14
15' SEPTIC TANK 34' D' BOX 13 LEACHING
A G
FOUNDATION—
LHTYY
i l j
o
r N
DRIVEWAY / I
�II
/ JA
Wir
oTVA 3
1 < �
J GARAGE ^�— ^ > S / O O
Lou I i7
6?to
zTH2
!y PROP.
4 BR (t so
�o \ DWELLING e}\
51.8' T.FNDN 64,501
` I IO
J.
\ �TH1 23.0' ^ (` SPLIT STONE
\ \
100, 2' FOUND
I
to
LOT 5 `
th
� \ I
\ \ o I
40,048 s.f.
,0N0 a0. \ \ 19
DB 13646 PG. 16 /
— — 6&1
I I
BENCHMARK: NAIL SET IN TREE
AT ELEVATION 64.5
99-403-5A
5'
51.7'
N
RN
30"
I
TEST HOLE LOGS
ENGINEER:
'
MICHAEL FARIA, SE
WITNESS:AMY VON HONE, RS
DATE: 1/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
I
41 ELEV. Q
65.0' 0"
0/A/E 0/A
SL SL
1CYR 4/1 1OYR 4/1
BI
LS
10YR 5/6
62.5
C
FS
2.5Y 7/6
ri
B
LS
30" 10YR 5/6
Cl
FS
2.5Y 7/6
72"
C2
FS
2.5Y 7/4
63.7'
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
APPROVED
DATE
BOARD OF HEALTH
o11 50e-362-4"1
., (aw 506 362-9M
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
MA
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOVN OF:
YARMOUTH (PORT)
PREPARED FOR: SSD SIDDHARDTH
30 0 30 60 90 Feet
SCALE: 1" 30' DATE: APRIL 20, 2004
LSH OF 4(4,7O
FauS�o� ARNE H �c
tVE r� o OJALA
H. CIVIL m
!ALA `" No. 30792 ) C
2E34?T BRAG.@��2 v ?7 t
S Ca SAOL By -
DATE
ARNE H. OJALA, P.E., P.L.S.
144"
J
53.0'
144"
J
51_7'
NOTES:
NO WATER ENCOUNTERED
SEPTIC
DESIGN: (GARBAGE DISPOSER IS __ NOT ALLOWED
� I. DATUM IS ASSUMED FROM QUAD
CO
'n
0
DESIGN
110 GPD = 440 GPD
FLOW: 4_ BEDROOMS () — —
2. MUNICIPAL WATER IS AVAILABLE
USE A
4a0 GPD DESIGN FLOW
3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEPTIC
TANK: 440 GPD 880 GALLONS
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
a
5. PIPE JOINTS TO BE MADE WATERTIGHT.
-
USE A
5�0GALLON 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. HIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
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
EQUAL) WITH 4' STONE ALL AROUND
FROM BOARD OF HEALTH.
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
APPROVED
DATE
BOARD OF HEALTH
o11 50e-362-4"1
., (aw 506 362-9M
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
MA
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOVN OF:
YARMOUTH (PORT)
PREPARED FOR: SSD SIDDHARDTH
30 0 30 60 90 Feet
SCALE: 1" 30' DATE: APRIL 20, 2004
LSH OF 4(4,7O
FauS�o� ARNE H �c
tVE r� o OJALA
H. CIVIL m
!ALA `" No. 30792 ) C
2E34?T BRAG.@��2 v ?7 t
S Ca SAOL By -
DATE
ARNE H. OJALA, P.E., P.L.S.