HomeMy WebLinkAboutEngineered Plan - 2015GENERAL NOTES:
A.) NEITHER DRIVEWAY5 NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM
UNLESS H-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FORTHE SYSTEM AS DE51GNED UN-
LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK.
CONSTRUCTION NOTES:
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF. HEALTH_
2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION
BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A G INCH CRUSHED STONE BASE.
3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE
AT -LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-
TOM OF THE SEPTIC TANK TO THE FLOW UNE SHALL BE 48".
4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G'
ABOVE THE FLOW UNE Of THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
LOT 17A
ZONING
TABLE
— 32 EX15TING CONTOUR
ZONE: (RESIDENTIAL)
—32 PROPOSED CONTOUR
R-25
NOT TO SCALE
C9
REQUIRED
EXISTING
PROPOSED
MIN_ LOT SIZE
25,000 S.F.
8,676
8,G74G
MIN. FRONTAGE
150 FEET
188.93'
188.93'
FRONT YARD SETBACK
30 FEET
40.91-±-
47.11-}
SIDE.YARD 5EF13ACK
15 FEET
10.91-*
30.41±
REAR YARD SETBACKS
20 FEET
29.8'-t
22.2':t
MAX.SHAPE FACTOR (LOT)
22
IG
IG
BUILDING COVERAGE
25%
9.50%
13.7% !.
_,EXISTING BUILDING COVERAGE:
PROPOSED BUILDING COVERAGE:
I
HOUSE AREAHOUSE
-=—x— LIMIT Of WORK
AREA (INCLUDING ADDITION)
FENCE
X 100
^� EDGE OF CLEARING
X 100
LOT AREA
LOT AREA
829 5_F_ --
_ --
1.1.90 5_F_
YARMOUTH
SYSTEM DESIGN .CALCULATIONS: MA
SEWAGE DE51GN FLOW: TO RT. 28
3 BEDROOM DWELLING @ I 10 GPD = 330 GPD
LEACHING CAPACITY REQUIRED:
3 BEDROOMS (MAX.) @ 1 10 GPD = 330 GPD REQUIRED
SEPTIC TANK CAPACITY REQUIRED
DAILY FLOW = 330 GPD @ 200% = GGO GAL. REQUIRED
.SEPTIC TANK CAPACITY PROVIDED:
1500 GALLON SEPTIC TANK (MIN. ALLOWED)
LEACHING CAPACITY EXISTING-1
�Ct Lit✓ jJ,�j
373 GPD>330 GPD REQUIRED Q
v� Pc�w :R5 LN —
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN_
INSTALL:
ONE (1) - 1500 GALLON SEPTIC TANK.
ONE (1) - 3 OUTLET D15TPJBUTION 13OX (H-20 Rated)
THREE (3) - RISERS AND CONCRETE COVERS WITH G' FIN15d GRADE
v
LEGEND
U
— 32 EX15TING CONTOUR
O
—32 PROPOSED CONTOUR
NOT TO SCALE
C9
24x5 PROPOSED SPOT GRADE
L.C. PLAN# I G770C
Q
CERTIFICATE# 177212
°-
ASSESSORS' MAP 15 PARCEL 14
v
larmowh I dth Department
VD
Date
't TUU I_,ALLUN DB -3 _ +Y— EL= 1 .17 HIGH GROUNDWATER SCALE 1 "=20'
SEPTIC TANK D -BOX Li ACI ING C-i�,;�. D R 1.3
- -
H-20 �— EL= -0.13 OBSERVED GROUNDWATER. SEE SEPTIC INSPECTION ON FILE @ 130H
_
"SEE NOTE 17 - PLUMBING TO BE RAISED AND RELOCATED AS PER PLAN VIEW, PROFILE AND NOTE 17. GAAA.10B5\REER7070 T5ENG 50 POWERS LANE\DWG\7070 SD5 PLAN.DWG
PLAN, 10114/ 15: ADJUSTED MINIMUM CRAWL SPACE SLAB ELEVATION
_3, ABOVE EXISTING 5A5 ELEVATION_
PLAN, 10/7/15: CORRECTED CONSERVATION NOTES, CHANGED NOTE 17
UGED SEPTIC. FLOW PROFILE ELEVATION5_
TSencj- RC50ence
la,3erty, Ree -F, Cape Cods Home Bolder, PO Box 186, West Dennis, MA 02670
* SEWAGE DISPOSAL SYSTEM PLAN
50 POWERS LANE; YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street Route BA
P.O. Bos 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
09/17/15 l A5 Noted
MTF/g1? I JMO I JMO-7070
LEGEND
— 32 EX15TING CONTOUR
—32 PROPOSED CONTOUR
X 12.34 EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
— w— WATER SERVICE LINE
_E_ UG ELECTRIC UTILITY SERVICE
?O'
—T— UG TELEPHONE UTILITY 5EKVICE
— O — GAS SERVICE LINE
7p
® TEST HOLE / BORING LOCATION
5T SEPTIC TANK
DB DISTRIBUTION BOX
SAS SOIL ABSORPTION SYSTEM
Reserve RESERVED FOR FUTURE
cob� UTILITY POLE
ED CATCH BASIN
*(f FIRE HYDRANT
0 WELL
DRAINAGE MANHOLE
® CONCRETE BOUND, FOUND
- _ ---_-
BANK -"_---
-=—x— LIMIT Of WORK
FENCE
^� EDGE OF CLEARING
larmowh I dth Department
VD
Date
't TUU I_,ALLUN DB -3 _ +Y— EL= 1 .17 HIGH GROUNDWATER SCALE 1 "=20'
SEPTIC TANK D -BOX Li ACI ING C-i�,;�. D R 1.3
- -
H-20 �— EL= -0.13 OBSERVED GROUNDWATER. SEE SEPTIC INSPECTION ON FILE @ 130H
_
"SEE NOTE 17 - PLUMBING TO BE RAISED AND RELOCATED AS PER PLAN VIEW, PROFILE AND NOTE 17. GAAA.10B5\REER7070 T5ENG 50 POWERS LANE\DWG\7070 SD5 PLAN.DWG
PLAN, 10114/ 15: ADJUSTED MINIMUM CRAWL SPACE SLAB ELEVATION
_3, ABOVE EXISTING 5A5 ELEVATION_
PLAN, 10/7/15: CORRECTED CONSERVATION NOTES, CHANGED NOTE 17
UGED SEPTIC. FLOW PROFILE ELEVATION5_
TSencj- RC50ence
la,3erty, Ree -F, Cape Cods Home Bolder, PO Box 186, West Dennis, MA 02670
* SEWAGE DISPOSAL SYSTEM PLAN
50 POWERS LANE; YARMOUTH, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street Route BA
P.O. Bos 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
09/17/15 l A5 Noted
MTF/g1? I JMO I JMO-7070