HomeMy WebLinkAboutEngineer PlanPLAN REFERENCE: BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 138, PAGE 39.
26
85.01'
I I
i� iw I
I
I
A� Reserve
Inspection I
_ 211., ort 45.0'
_ ®®I I I I S.A.S. l I
� I I I i I i !
Pump -out, fill-i72.
or remove I
D-Box
Existing CesspooIs g I
i 1,500 Callon i
28.4 Septic Tank
11j 1
20' L
Porch Existing
2 Bedroom
Dwelling
F.H. = 30.0
Rouse #33
—13—
co
N; LOT 32
951848+/- S.F.
I
ju z' n 8 .00
—2
Catch a Bash
TBM = 24.8
Catch Basin Rim
COTTAGE DRIVE
LEGEND
Exist. Spot Elev.............
Exist. Contour ................
5.3
Prop. Spot Elev..............
35.9
Prop. Contour .................
36
Setback Dimension........
13'
Perc. Test Location........
Prop. Water Service......
RE _EIVEp
APR 12 2007
LOT COVERAGE
LO-r AREA
= 9,848S.F. =
100.00%
Dwelling
= 879 S.F. =
8.92%
Porch
= 121 S.F. =
1.23%
Total
= 1,000 S.F. =
10.15%
REVISION DATE BY
Al
SITE & SEWAGE Z NOSSMA
GRflSSMAN �
No. 12705CIVIL
DISPOSAL PLAN. "LISTE
�da a LOT 329 #33 COTTAGE DR. �3sf0At���
toteage Dr WEST YARMOUTH, MA.
�
...�
APPLICANT: "°S
ENGINEER: �oss
Todd Prada Norman Grossman, PE, RLS
No. 12775
33 Cottage Drive 27 Nichols Road
West Yarmouth, MA East Falmouth, MA 02536
LOCUS MAP 508-548-1920
MAP SE DAR LOT ZONE. FLOOD ZONE MAP SCALE I DATE SHEET NO. PLAN NO.
39 77 33 1 R3 I C 125009 0007 F 1" = 20' 1 Mar. 23, 2007 1 OF 2 I H-997-1
FIRST FLOOR
ELEVATION 30.0
TOP FOUNDATION
ELEVATION_ 29.2
INVERT AT
FOUNDATION
ELEVATION 27.10
(VERIFYINFIELD
PRIOR TO START
OF INSTALLATION)
BASEMENT FLOOR
ELEVATION
11"Unzaa1w.13
FIN. GRADE AT FIN. GRADEOVER
FOUNDATION SEPTIC TANK
29.0 28.4
RISERS SET TO WITHIN
6" OF FINISHED GRADE
3"
26.7
1,500 GALLON
SEPTIC TANK
H- 10 LOADING
IGAS BAFFLE ON OUTLET TEE
NUMBER OF BEDROOMS ................... 3
G.P.D./BEDROOM ................................ 330 G.P.D.
TOTAL DAILY FLOW ............................ 330 G.P.D.
GARBAGE DISPOSAL .......................... NO
LEACHING REQUIRED ........................ 330 G.P.D.
LEACHING PROVIDED ........................ 333 G.P.D.
SEPTIC TANK REQUIRED ................... 1500 GAL.
SEPTIC TANK PROVIDED ................... 1500 GAL.
SIDEWALL AREA ................................. --- S.F.
BOTTOM AREA .................................... 450 S.F.
TOTAL AREA ........................................ 450 S.F.
TOTAL AREA X 0.74 G.P.D./S.F ........... 333.0 G.P.D.
SEPTIC SYSTEM PROFILE
NOT TO SCALE
J
TANK , TO BE SET LEVEL AND TRUE TO GRADE
ON 6" C RUSHED STONE BASE ON MECHANICALLY
COMPACTED NATURAL MATERIAL
Mulmmg�11
FIN. GRADE OVER
DISTRIBUTION BOX
,28.4
2"
6"
26.50 1 /'11 } = SuT,
vixen
m
RISER SET TO WITHIN
6" OF FINISHED GRADE
26.28 F 2 6.05
9 HOLE DIST. BOX
H- 10 LOADING
TO BE SET ON A LEVEL
AND STABLE BASE
INVERT LEVELERS ON
ALL OUTLETS
ATE OF TEST:
03/22/07
OGGED BY:
JE LANDERS-CAULEY
7ITNESSED BY:
AMY VAN HONE
OWN OF:
YARMOUTH
ERC RATE:
<2 MIN/IN
DIL CLASS:
1( 0.74 GALS./S.F.)
ROUND WATER:
NONE ENCOUNTERED
TEST PIT #I EL. 28.4
5"
FILL
0/
LOAMY SAND
7"
A/E
10YR 5/6
LOAMY SAND
27
1 B
IOYR 5/8
MEDIUM SAND
10
11 C-1
I OYR 6/6
MEDIUM TO
FINE SAND
122
C-2
I OYR 6/4
26.15
V
19.4
18.25
No MOTTLING TO 108" (EL. 19.4)
NOTES:
FIN. GRADE OVER
SOIL ABSORPTION SYSTEM
28.3
INSPECTION
PORT
2" DOUBLE -WASHED 1/8" - 3/4" PEASTONE
OR APPROVED GEOTEXTILE FABRIC
- - - - - - LL
6" DOUBLE/-WASHIE
1-1/2" CRUSH
TO CROWN OIP
10,
45'
9 DIST. LINES 2 5'0" O.C. = 40' 2.5'
6" DOUBLE -WASHED
1-1/2" CRUSHED STONE
TO CROWN OFFERF, PIPE
LEACHING FIELD
(Not to Scale )
SOIL ABSORPTION SYSTEM
26.5+/-
END CAP on
EACH LINE
F-26.00
WI&MOR
1. ELEVATIONS BASED UPON ASSUMED DATUM. OAb4,
2. TOPOGRAPHY BASED UPON AN ON -THE -GROUND SURVEY.
OF
3. PROPERTY LINE INFORMATION FROM BOOK 138, PAGE 39.
4. NORTH ARROW NOT TO BE USED FOR SOLAR ORIENTATION.
5. ALL PIPING TO BE CAST IRON OR SCHEDULE 40 PVC. :�Y NOJ9%iAN
6. ALLSYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE GROSSMAN
WITH SEC TITLE V AND LOCAL BOARD OF HEALTH REGULATIONS. No. 127M
7. NO CHANGES TO LOCATION/ELEVATION OF SYSTEM COMPONENTS CIVIL
WITHOUT WRITTEN APPROVAL OF ENGINEER AND BOARD OF HEALTH. /s I
8. NOTIFY ENGINEER 24 HRS. IN ADVANCE FOR AS -BUILT INSPECTION. NAI
s
REVISION DATE BY fcjmfl A I
C'RosswaN
SHEET NO. No• 12775
Todd Prada DATE 2 OF 2 Az
#33 Cottage Drive, W. Yarmouth 03/23/07 PLAN NH-997-2O. L L
I