HomeMy WebLinkAbout83 Old Hyannis Road - Site Plan 2TOP FNDN. AT EL. 80.0'
ACCESS
,, ..
/0 �6 77.0'
PROPOSED
76.6' GALLON SEPTIC
TANK (H- 10 )
(-L% % SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10„
OUTLET DEPTH = 14"
FOUNDATION- 2'
I 1 1
1 I I 85
I !JI
SEPTIC PROFILE
TO WITHIN 6" OF FIN. GRADE (NOT TO SCALA
INSPECTION PORT WITHIN 3" GRADE
ACCESS COVER (WATERTIGHT) TO MARK WITH MAGNETIC TAPE OR EQUIVALENT
5' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM 78,0 - 79.0
LRUN PIPE LEVEL 2" DOUBLE WASE PEASTONE
L--LIL- �
%-FOR FIRST 2' /OR FlLTER FABRI
,6:35' /II / 3^ MAX.
CRUSHED STONE OR MECHANIAL
IPACTION. (15.221 [2])
(-L% % SLOPE) (! % SLOPE)
SEPTIC TANK 44'
Q \ J r 5' REMOVAL OF UNSUITABLE 01 REQUIRED
$� 0D' ♦ �p \ \ \ \ \ \ \ \16 - RAROUND PERIMETER OF LEAC IN FACILITY,
WN
\ \ f ( DOTO SUITABLE SOIL LAYERLACE NTH CLEAN M TO C2
LAYESAND, TO
H \ /II I 1 I 1 1! r! MEETSPEC Fl SPECIFICATIONS OF 3 0 CMD 15.255(3)
TH
o \
79 3A J l l r II 1 Jl 1
I I\ \ 1 l//// ll1 J1111lJ
TH, 40, 039, s. f.
79.2'
26.25' // // / /00
C
II Il 1 .2
zz� Q��e 'oo• I 4.00' 4.00'
II I �SOh o 0'
\10.0
PROP. 80.0'
LL,�TF �
OO'�° ELEC. HANDBOX
TEL. & CATV RISE
/ I/ /IG0'
N
I / I GARAGE / I/ / oAas /J I /
/ Is �w//�/ / h / BENCH MARK - H
/ ^ / / ON TAG# 2068 EL
/ °' / / / ' / / // PF OP. RET.
as 1__/ l // / // / WALLS
I Co
23.1' / / / / /I / / / / F / / / ///! /
T-
861
i%p'
RI }S
VIE -
1110/ ATE
// ! // //372.5/-----�--
\
Lcb
-
6 // \ - / }I PPNEO OR1vEWP
PROP. RET. WALL i ExIST1 WALL } }
X m I }} { \ ELEC. TRANSFOR
0 z W \ AND METER
ZLo
/ a
Q N NI o v TEL. & CATV RISERS
I N
DCE ¢#99-403 LOMA
3/4" TO 1 1/2" DOUBLE WASHED STONE
12'
LEACHING
FACILITY
6.17'
NOTES
1. DATUM IS APPROTMATE N.G.V.D.
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. 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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
t
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
LOCUS MAP
BOTTOM TH 1 EL. 67.0'
J �
DENNIS R•R.
PONDr%�
NOT TO SCALE
11. CONTRACTOR RESPONSIBLE FOR ALL EROSION
CONTROL,
LOCUS
MID CAPE
EXIT
EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >10%
7 HIGHWAY _
R T.6
t
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
LOCUS MAP
BOTTOM TH 1 EL. 67.0'
TO COMMENCEMENT OF WORK.
NOT TO SCALE
11. CONTRACTOR RESPONSIBLE FOR ALL EROSION
CONTROL,
ASSESSORS MAP 94 PARCEL
3.1
EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >10%
LOCUS IS WITHIN FEMA FLOOD ZONE C
SEPTIC DESIGN:
MINIMUM YARD SETBACKS*
GARBAGE DISPOSER IS NOT ALLOWED
FRONT - 30 FT.
SIDE - 20 FT.
DESIGN FLOW: 4 BEDROOMS ®110 GPD = 440 GPD
REAR - 20 FT.
�k VERIFY NTH BUILDING DEPARTMENT
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
TEST HOLE LOGS
USE A 1500 GAL. SEPTIC TANK
ENGINEER: MICHAEL FARIA, SE
LEACHING:
SIDES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD
WITNESS: AMY VON HONE, RS
_ I _ BOTTOM 33.5 x 12.83 (.74) = 318 GPD
DATE: -1/10/00
TOTAL: 614 S.F. 455 GPD
PERC. RATE _ < 2 MIN/INCH
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
CLASS SOILS
WITH 4' STONE AT ENDS AND 4' AT SIDES
4
ELEV. ELEV.
4
ELEV.
4
0„
-
84.0' 0„ 84.0' 0„
-
82.0'
0/A
0/A
0/A -
MA
APPROVED DATE BOARD OF HEALTH
UNSUIT.
SL
UNSUIT. SL UNSUIT.
SL
10YR 3/1
10YR 3/1
10YR 3/1
8..
8„ 4„
B
B
B
UNSUIT.
LS
UNSUIT. LS UNSUIT.
LS
,
36'
10YR .5/6
81.0' 36,. OYR 5/6 81.0
10YR 5/6
18"
80.5'
1
FPAVEDI 111 .LOT 2A
I DRIVE
1
\NT
67.0 I 1
55 J
1
r
181.38 6J
- - - - - -
- - - - - - - - - - 4 - - -
EASEME \\�-----------------------
LEGEND
-----_7
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -100 -- EXISTING CONTOUR
C1 C1 C1
UNSUIT. LS UNSUIT. LS UNSUIT. LS
2.5Y 6/4 2.5Y 6/4 84„ 2.5Y 6/4
168" 132"
jl C2 C2 C2
I
�I MS MS PERC MS
2.5Y 7/4 2.5Y 7/4 E 2.5Y 7/4
�1 204" 67_0' 180" 69.0' 156" 69.0'
1 -
I NO GROUNDWATER ENCOUNTERED
W(7
DATE
T ` 3 E PLAN � �.
i- II
OF
LOT 3A OLD HYANNIS ROAD
YARMOUTH (PORT) MA
PREPARED FOR
SIDDHARTH
DATE: MARCH 14, 2005 REV: JUNE 17, 2010 (REMOVAL)
REV: APRIL 28, 2005
REV: MAY 15, 2005
REV: j v/rF14, 2010
Scale: 1"= 20'
path Health Department o o zo 30 ao so FEET
�-tlK l 74-
\.r-�a - rrn
off 508-362-4541
-" (%L� � .-xez4"�' � fax 508-362-9880
down cape. engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
99-403 LOT 3A BASE.DWG