HomeMy WebLinkAboutDOA - 10 Whale Rd - Site Plan002SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
USE AN H-10 2500 ST/PC COMBINATION
(SEE DETAIL)
LEACHING:
BOTTOM AREA ONLY:
748 SF X (.74) = 553.5 GPD
USE A 748 SF LEACHING FIELD AS SHOWN
APPROVED
NOTES
MA
DATE BOARD OF HEALTH
I. UM,Vni ,J -
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 -LQ
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 SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED.
13. ALL RUN-OFF TO BE CONTAINED ON-SITE
DESIGN REQUIRED (BY OTHERS). FINAL GRADING TO
BE IN ACCORDANCE WITH FEMA REGULATIONS.
14. DRYWELLS (OR DRIP TRENCHES) SHALL BE INSTALLED
TO CONTAIN ROOF RUN-OFF.
15. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS
AND NEW SERVICES WITH APPROPRIATE VENDORS.
16. SHOULD PRIMARY LEACHING FACILITY FAIL, IT SHALL
BE REMOVED IN ITS ENTIRETY, ALL CONTAMINATED SOILS
REMOVED AND SYSTEM TO BE REPLACED IN KIND.
B LS B LS
50" 1OYR 5/6 2.6' 66" 1OYR 5/6
C1 C1
PERC MCS MCS
BOTT. AT 1 OYR 6/6 1 OYR 6/6
60"
60" V EL. 1.8' 114"
DCE #10-006
-2.2'
*THE INSTALLER SHALL VERIFY THE SEPTIC' SYSTEM PROFILE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND (NTS)
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM PROVIDE MIN. 20" DIAM. WATERTIGHT
FIRST FLOOR BLDG ELEV, 12.0' CONCRETE ACCESS COVERS TO WITHIN 6. OF FIN. GRADE
RAWLSPACE SLAB .6' TOP FOUNDATION 11.0'
WITHIN 20' OF SAS 9.3' MIN.
75' OF COVER
0
ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC TAPE OR COMPARABLE MEANS
FOR FUTURE LOCATION. MARK CORNERS OF
LEACH FIELD WITH 24" #5 REBAR WITH SAFETY
CAP DRIVEN JUST BELOW GRADE EACH CORNER
OF LEACH FIELD.
4" DIA PERF. INSP. PORT TO SAND AT BOTTOM OF
LEACHING FIELD. 4" THREADED CAP TO WITHIN 3" OF FINISH GRADE 40 MIL LINER FROM E4EV. 8.8' TO ELEV. 4.8' MIN.
RETAINING WALL SCHEMATIC SHOWN, EXACT FASCADE
\ AND CONSTRUCTION B OTHERS. TOP OF WALL HT. AS NOTED
OVER P
/r1I0 TOP PIPE 8.6' FINISHED GRADE- \4" LOAM & SEED 2% MIN SLOPE OVER SYSTEM
REMAINDER OF CRAWLSPACERECAST
SLAB AT EL 7 4' PRECAST H-10
FLOOD VENTS WITHIN 12" GRADE 4' CH4o
(GROUND AT EL. 7.4) REQ. +-
VENTS ON 2 SIDES REQ. "' "" +A 7 2'
FLOOD VENT/FOUNDATION DESIGN "
BY OTHERS.
f s.
;w 7.5'*
ry,0
BUOYANCY CALCS:
2500 H-10 TANK WGT: 22560 LBS
0.6' x 11.8' x 6.3 x 62.4 = 2753
UP (OK)
V EL. 1.8'
TEST HOLE LOGS
10*
TEE 2500 GAL H-10
LOCUS IS WITHIN FEMA FLOOD ZONE
!
�\
PANEL #250015 0005D DATED 7/2/1992
ENGINEER: ARNE H. OJALA PE,
PLS
SE1804
COMBINATION
ZONING DISTRICT: R25 RESIDENTIAL
WITNESS: PHIL RENAUD
SHOREY OR EQUAL
o0
.00T -VENT
(SEE DETAIL)
\
DATE: 2/10/2010
4 ER O A D PVC. S=0.005
a
MIN. SIDE SETBACK 15'
\
MIN. REAR SETBACK 20'
PERC. RATE _ < 2 MIN/INCH
MAX. LOT COVERAGE 25%
22.0%
SITE IS LOCATED NOT WITHIN MASS
CLASS I SOILS
ZONE II.
O
ELEV.
4
2
Q
ELEV.
0„
6_8'
011
7.3'
0,
•�•
7LL
6"DEPTH
MIN BELOW INV.
FILL28"4.5'
o eaeeceue'oo'oo ga
36"
4.3'
8.00'
A LS
4
o PROPOSED ROCK WALL VENEER
A LS
8.25
32"
1OYR 2/1
4,1'
38"
1OYR 2/1
1 4.1'
E FS
8.52'
E FS
36"
1OYR 6/1
3.8'
40"
1OYR 6/1
4.0'
B LS B LS
50" 1OYR 5/6 2.6' 66" 1OYR 5/6
C1 C1
PERC MCS MCS
BOTT. AT 1 OYR 6/6 1 OYR 6/6
60"
60" V EL. 1.8' 114"
DCE #10-006
-2.2'
*THE INSTALLER SHALL VERIFY THE SEPTIC' SYSTEM PROFILE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND (NTS)
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM PROVIDE MIN. 20" DIAM. WATERTIGHT
FIRST FLOOR BLDG ELEV, 12.0' CONCRETE ACCESS COVERS TO WITHIN 6. OF FIN. GRADE
RAWLSPACE SLAB .6' TOP FOUNDATION 11.0'
WITHIN 20' OF SAS 9.3' MIN.
75' OF COVER
0
ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC TAPE OR COMPARABLE MEANS
FOR FUTURE LOCATION. MARK CORNERS OF
LEACH FIELD WITH 24" #5 REBAR WITH SAFETY
CAP DRIVEN JUST BELOW GRADE EACH CORNER
OF LEACH FIELD.
4" DIA PERF. INSP. PORT TO SAND AT BOTTOM OF
LEACHING FIELD. 4" THREADED CAP TO WITHIN 3" OF FINISH GRADE 40 MIL LINER FROM E4EV. 8.8' TO ELEV. 4.8' MIN.
RETAINING WALL SCHEMATIC SHOWN, EXACT FASCADE
\ AND CONSTRUCTION B OTHERS. TOP OF WALL HT. AS NOTED
OVER P
/r1I0 TOP PIPE 8.6' FINISHED GRADE- \4" LOAM & SEED 2% MIN SLOPE OVER SYSTEM
REMAINDER OF CRAWLSPACERECAST
SLAB AT EL 7 4' PRECAST H-10
FLOOD VENTS WITHIN 12" GRADE 4' CH4o
(GROUND AT EL. 7.4) REQ. +-
VENTS ON 2 SIDES REQ. "' "" +A 7 2'
FLOOD VENT/FOUNDATION DESIGN "
BY OTHERS.
f s.
;w 7.5'*
ry,0
BUOYANCY CALCS:
2500 H-10 TANK WGT: 22560 LBS
0.6' x 11.8' x 6.3 x 62.4 = 2753
UP (OK)
V EL. 1.8'
RISERS (TYP.)
2'0 PROP TEE 4"0SCH40 PVC
��
R.75�CAP
10*
TEE 2500 GAL H-10
LOCUS IS WITHIN FEMA FLOOD ZONE
!
�\
PANEL #250015 0005D DATED 7/2/1992
SEPTIC TANK/PC
PIPES LEVEL 1ST 2'
ZONING SUMMARY
COMBINATION
ZONING DISTRICT: R25 RESIDENTIAL
\�
SHOREY OR EQUAL
o0
.00T -VENT
(SEE DETAIL)
\
c:
RISERS (TYP.)
2'0 PROP TEE 4"0SCH40 PVC
��
R.75�CAP
CLEAN FILL
LOCUS IS WITHIN FEMA FLOOD ZONE
!
�\
PANEL #250015 0005D DATED 7/2/1992
TOP RET. WALL ELEV. 8.8'
PIPES LEVEL 1ST 2'
ZONING SUMMARY
pur
ZONING DISTRICT: R25 RESIDENTIAL
\�
ENDS`'.>�a'
o0
.00T -VENT
/ EXS?7^rc
r
\
\ O
4 ER O A D PVC. S=0.005
a
MIN. SIDE SETBACK 15'
\
MIN. REAR SETBACK 20'
29.7'
MAX. LOT COVERAGE 25%
22.0%
SITE IS LOCATED NOT WITHIN MASS
..
ZONE II.
O
-k
J
3/4"-1-1/2" DOUBLE WASHED STONE LEACHING FIELD
0,
•�•
1, /
6"DEPTH
MIN BELOW INV.
1
�' i.
o eaeeceue'oo'oo ga
8.00'
l
4
o PROPOSED ROCK WALL VENEER
e"OOOOOOOOOOO °o
"8.35
8.25
LEVEL BOTTOM
O
8.52'
i, i� 1 i % i,
55'
5' MIN UNSUITABLE
O O O O O O O O O O O C DBLOCK UP FOR 24 COVER TYP. 7.50 SOIL REMOVAL
O OO OO OO OO OO OO OO OO OO OOOOC -BOX ACME DB -9 OR EQ. WHERE SPECIFIED
Ono OOnOnOOOOOOO
n n n n n n n n r DEPTH _p
f
e;
PER SOIL LOGS ,.'.1•."'
5.0' uQeoepeoeouoeoeac
e e e
6 CRUSHED STONE OR MECHANICAL WATER TEST D'BOX FOR LEVELNESS e'e"er
COMPACTION. (15.221 [21) USE TIDALLY INFLUENCED ADJ. GROUNDWATER ELEV. 2.5'
LEACHING: USE A 748 SF LEACHING FIELD 748 SF X .74 = 553 GPD O.K.
(-L+-% SLOPE)
ACCMAINTENANCE
FOUNDATION 10' ST/PC 40' D' BOX LEACHING MUSTSBEFOR PROVIDEDNFOR ZABEL FILTER.
FACILITY INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 7.2'
SEPARATE CIRCUIT FROM PUMP
ZABEL FILTER
FLOAT SWATCH ALARM ON (Ai00) 24' TEE
SETTINGS: OUTLET TEE W/EXTENSION
PUMP ON 1500 GAL. NI .
5" WORKING RANGE 6" OFIS11MAS
5" 6.5'
PUMP OFF 12
4 DOSES PER DAY, AT 110 GAL. PER 000000 00 00 0
DOSE (5" WORKING RANGE)
_ 6\\ 2500 GAL. SEPTIC TANK/PUMF
\ EXISTiNG \
(NOT TO SCALE)
- i /1dEiE.
BENCHMARK: USE C. BASIN
I AT ELEV. 5.2' \\ \
�a
✓WELLI.NG �.
TC "WID4N. = Ross' =?
9\ ° .0
8 . t
n 6� I
\\ J h
\ 1
SOF
D-1 CI
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
s WITH CLEAN MED. SAND, TO MEET
_ SPECIFICATIONS OF 310 CMR 15.255(3)
� O
\ �� \ \ \ PROP. RETAINING WALL T.O.W. = EL
! ; 8.8' (SEE DETAIL, DESIGN BY OTHERS)
D-2
D-3 � \
/
/ DATE DANIEL A. OJALA, P.L.S.
/ � I
.eOSTS/
NOTE: 550± GAL. RESERVE
PROVIDED IN PC
WEEP HOLE
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4/1 HP PUMP
`e" BAFFLE
CHAMBER COMBINATION
LOCUS MAP
SCALE 1"=2000'±
FLOOD VENT 6
\ \
LOCUS IS WITHIN FEMA FLOOD ZONE
/ \
\ \
PANEL #250015 0005D DATED 7/2/1992
DATUM: NGVD
\(TYP.)
�7-
T'
ZONING SUMMARY
ZONING DISTRICT: R25 RESIDENTIAL
\�
1Z@Ci.
o0
.00T -VENT
/ EXS?7^rc
r
\
\ O
(T•P,�
GARAGE \
MIN. SIDE SETBACK 15'
\
MIN. REAR SETBACK 20'
29.7'
MAX. LOT COVERAGE 25%
22.0%
SITE IS LOCATED NOT WITHIN MASS
DEP
ZONE II.
OWNER OF RECORD
-k
J
•�•
1, /
N£\10
� s
.`V / /
,/ /
\
- i /1dEiE.
BENCHMARK: USE C. BASIN
I AT ELEV. 5.2' \\ \
�a
✓WELLI.NG �.
TC "WID4N. = Ross' =?
9\ ° .0
8 . t
n 6� I
\\ J h
\ 1
SOF
D-1 CI
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
s WITH CLEAN MED. SAND, TO MEET
_ SPECIFICATIONS OF 310 CMR 15.255(3)
� O
\ �� \ \ \ PROP. RETAINING WALL T.O.W. = EL
! ; 8.8' (SEE DETAIL, DESIGN BY OTHERS)
D-2
D-3 � \
/
/ DATE DANIEL A. OJALA, P.L.S.
/ � I
.eOSTS/
NOTE: 550± GAL. RESERVE
PROVIDED IN PC
WEEP HOLE
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4/1 HP PUMP
`e" BAFFLE
CHAMBER COMBINATION
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 14 PARCEL 128
LOCUS IS WITHIN FEMA FLOOD ZONE
Al2
(EL 10) AND B AS SHOWN ON COMMUNITY
PANEL #250015 0005D DATED 7/2/1992
DATUM: NGVD
ZONING SUMMARY
ZONING DISTRICT: R25 RESIDENTIAL
DISTRICT
1Z@Ci.
'�2oV\l�D
MIN. LOT SIZE 25,000 S.F.
15,600 S.F,
MIN. LOT FRONTAGE 150'
130'
MIN. FRONT SETBACK 30'
31.3'
MIN. SIDE SETBACK 15'
15.9'
MIN. REAR SETBACK 20'
29.7'
MAX. LOT COVERAGE 25%
22.0%
SITE IS LOCATED NOT WITHIN MASS
DEP
ZONE II.
OWNER OF RECORD
THEODORE WOJNAR
104 CALM COURT
BELLAIRE, TX 77401
REFERENCES
LAND COURT DOC: 1,045,034
LAND COURT CTF; 181185
LAND COURT PLAN 14426-H (SHEET 2)
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
TITLE 5 SITE PLA
OF
10 WHALE ROAD
WEST YARMOUTH
PREPARED FOR
THEODORE WOJNAR
DATE: MARCH 15, 2010
REV 4/20/10 (MOVE/ROTATE HSE)
REV 5/25/10 (ROOF & PATIO)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
I off 508-362-4541
fax 508-362-9880
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