HomeMy WebLinkAboutEngineered Plan - 2015TOP FOUND. EL. 32.0'
PRECAST H-10
RISERS (TYP.)
2'a
*29.4
_.. *28.7 28.25'
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT TO SCALE) j
MINIMUM .75'10F COVER OVER PRECAST 1
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
4"OSCH40 PVC
PIPES LEVEL 1ST 2'
10" 1500 GAL H-10 14." '
TEE SEPTIC TANK TEE 8.00'
" 000000000000 WATERTEST D'BOX
GAS BAFFLE.., �°OCOw0O°O°°° FOR LEVELNESS
4' LIQ. LEVEL (ACME OR EQUAL) J. 27.20' 27.03'
.^0 0 0 0 0 0 0 0 0 0 0 0 0 Off•{.
;0;0;0;0;0;0;
0 0 0 0 0 0 0 0 0 0 0 0 0 0
°°O°O°O°O°O°O°0°O°O°O°O°O°O°O°O°O°O°O°0009
,,o„o_n_0_n��_1 0 o O o n c_n_n_n_n_n.o 0
I 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(4.5% SLOPE) ( 8 % SLOPE) (-1-7. SLOPE)
FOUNDATION- 10' SEPTIC TANK 9' D' BOX 5'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-----
PROPOSED CONTOUR
C.O.
PROPOSED CLEAN OUT
TH1
69
EXISTING
TEST HOLE
2�
SLOPE OF GROUND
TOP FNDN. _
UTILITY POLE
EL. 32.0'
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 7/28/15
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
p" 4 30.0'
16" FILL
ww-1
36" 1OYR 5/8
27.0'
C1
PERC MS
®48"
1OYR 5/8
96" 0) n'
C2
LS
110" 2.5Y 5/4 20.8'
C3
MS
138" 2.5Y 7/3 18.5'
NO GROUNDWATER ENCOUNTERED
30.25
Z 91
i
I
I
9
c
I �c
I Q
I
I
�S
I 4W
�W
' O
JO
I �
LOT 7
Q / 12,650± SF
V
31.49
/ 8
1 PAVED DRIVE
1.74
32.00 /
I /
.64
2.06
Y
r
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
2% SLOPE REQUIRED OVER SYSTEM 30.0'
27.4'
27.0'
0.92'
26.08'
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 25' X 11.3'
(NO STONE PROPDSED)
EACH UNIT = 6.25' x 2183' x 1.33' HIGH 4.1 7.6'
16 INFILTRATOR HIGH C PACITY UNITS
LEACHING 22.0' BOTTOM C1 LAYER
FACILITY j
18.5' BOTTOM TH-1
I NO GROUNDWATER FOUND
I
4
I
11000,
.86
PROP. CLEAN OUT
�c
�xG 1.19 i
cN1.05
�I TH
.31
i
NOTE: 2
/ / g
/ ECK
31.49 10
1.26 31.23 .03 � 30.
lid.--O--o
30.70
NOTES
1. DATUM IS APPROX. NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-jQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
INVERTS
•51
OUT OF
313845
DWELL.
31.58
%e de,•
31.48
69
EXISTING
DWELLING
S
TOP FNDN. _
0
EL. 32.0'
/ / g
/ ECK
31.49 10
1.26 31.23 .03 � 30.
lid.--O--o
30.70
NOTES
1. DATUM IS APPROX. NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-jQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 34
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405 1b: SAS TO BE 15' OFF
FOUNDATION (5' VARIANCE REQUIRED)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
BENCH MARK - TOP OF SEPTIC TANK: 330 GPD (2) = 660
CONC. BOUND. ELEV = 29.0' USE A 1500 GAL. H-10 SEPTIC TANK
LEACHING:
�KADZ FENCE 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER
�o .38 HIGH CAPACITY INFILTRATOR UNIT
77
8.95 330 GPD/0.74 GPD/SF = 445.9 SF LEACHING
REQ'D
445.9 SF/29.56 SF/UNIT = 15.1 UNITS
12" AK 1j 28.83
V
0 30 �
W
%e de,•
0
V
Mo
t
S
0
64 CR
28.86
29.0
Tho e
e Rood
o
Rte 6A
29.00
x 2 .87
29.58
____ 30-
c
�
C
0 �JQ
Sand
j
O
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 34
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405 1b: SAS TO BE 15' OFF
FOUNDATION (5' VARIANCE REQUIRED)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
BENCH MARK - TOP OF SEPTIC TANK: 330 GPD (2) = 660
CONC. BOUND. ELEV = 29.0' USE A 1500 GAL. H-10 SEPTIC TANK
LEACHING:
�KADZ FENCE 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER
�o .38 HIGH CAPACITY INFILTRATOR UNIT
77
8.95 330 GPD/0.74 GPD/SF = 445.9 SF LEACHING
REQ'D
445.9 SF/29.56 SF/UNIT = 15.1 UNITS
12" AK 1j 28.83
30.65
THEREFORE, USE GRAVELLESS SYSTEM OF (16)
Permit valid for REPAIR OF' SEPTIG SYSTEM H-20 HIGH CAPACITY UNITS IN FIELD
ONLY; due to. State and Local septic vary iwices. CONFIGURATION OF 4 ROWS OF 4 UNITS
Board. of l'i'ealtlt review and aiwr",al is reyurred for
any future additions/reno%:+iiun, alteratjuns to 16 UNITS x 29.5 SF = 472 SF > 445.9 SF
sewage facilities and/or structuresid„elling' 472 SF (0.74) = 349 GPD (OK)
Yarmouth Health I)cpartment
A?PROV E li,5i ,Y��4
Name Date MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
18 WILD HUNTER ROAD
YARMOUTH PORT
IHOF,ttilssgcy HOFMAss9 PREPARED FOR
DANIELA. ��o DANIEL `y�CAPE COD SEPTIC SERVICES
o OJALA �`+ U A. a
" CIVIL � OJALA
No. 46502 No. 40980 JULY 30, 2015
16, Po�SS NAI NG\/q osss` � off 508-362-4541
sURVE fax 508-362-9880
downcape.com
100WO cave enbeiaeerin , MC.
civil engineers
Scale: 1"= 20' r land surveyors
939 Main Street ( Rte 6A)
!
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P. E., P.L.S.7 YARMOUTHPORT MA 02675
1
V
0 30 �
W
20' OA
0
8.67
Mo
t
O
0
64 CR
28.86
29.0
O
Q
29.20
29.00
x 2 .87
29.58
____ 30-
30.65
THEREFORE, USE GRAVELLESS SYSTEM OF (16)
Permit valid for REPAIR OF' SEPTIG SYSTEM H-20 HIGH CAPACITY UNITS IN FIELD
ONLY; due to. State and Local septic vary iwices. CONFIGURATION OF 4 ROWS OF 4 UNITS
Board. of l'i'ealtlt review and aiwr",al is reyurred for
any future additions/reno%:+iiun, alteratjuns to 16 UNITS x 29.5 SF = 472 SF > 445.9 SF
sewage facilities and/or structuresid„elling' 472 SF (0.74) = 349 GPD (OK)
Yarmouth Health I)cpartment
A?PROV E li,5i ,Y��4
Name Date MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
18 WILD HUNTER ROAD
YARMOUTH PORT
IHOF,ttilssgcy HOFMAss9 PREPARED FOR
DANIELA. ��o DANIEL `y�CAPE COD SEPTIC SERVICES
o OJALA �`+ U A. a
" CIVIL � OJALA
No. 46502 No. 40980 JULY 30, 2015
16, Po�SS NAI NG\/q osss` � off 508-362-4541
sURVE fax 508-362-9880
downcape.com
100WO cave enbeiaeerin , MC.
civil engineers
Scale: 1"= 20' r land surveyors
939 Main Street ( Rte 6A)
!
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P. E., P.L.S.7 YARMOUTHPORT MA 02675
1