HomeMy WebLinkAbout10 Whale Road - Site PlanSYSTEM 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
DATE
... FILE Copy
ALL SYSTEM COMPONENTS SHALL BE MARKED
*THE INSTALLER SHALL VERIFY THE SEPTIC SYSTEM PROFILE FOR FUTURE LOCATION.. WITH MAGNETIC TAPE COMPARABLE MEANS
MARK CORNERS OF
LOCATIONS OF ALL UTILITIES AND ALL LEACH FIELD WITH 24" #5 REBAR WITH SAFETY
BUILDING SEWER OUTLETS AND (NTS) CAP DRIVEN JUST BELOW GRADE EACH CORNER
ELEVATIONS PRIOR TO INSTALLING ANY of LEACH FIELD.
PORTION OF SEPTIC SYSTEM PROVIDE MIN. 20" DIAM. WATERTIGHT 4" DIA PERF. INSP. PORT TO SAND AT BOTTOM OF
FIRST FLOOR BLDG EL120' CONCRETE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE LEACHING FIELD. 4" THREADED CAP TO WITHIN 3" OF FINISH GRADE 40 MIL LINER FROM ELEV. 8.8' TO ELEV. 4.8' MIN.
EV.
RETAINING WALL SCHEMATIC SHOWN, EXACT FASCADE
CRAWLSPACE SLAB 8.6' TOP FOUNDATION 11.0' AND CONSTRUCTION BY OTHERS. TOP OF WALL HT. AS NOTED
(WITHIN 20' OF SAS) 9.3' MIN.TOP PIPE 8.6'
REMAINDER OF CRAWLSPACE .75' OF COVER OVER PRECAST 10.0 FINISHED GRADE- 4" LOAM & SEED 2% MIN. SLOPE OVER SYSTEM
SLAB AT EL. 7.4' 1PRECAST H-1 PROP TEE y / i
FLOOD VENTS WITHIN 12" GRADE a"scHao
(GROUND AT EL. 7.4) REQ.
VENTS ON 2 SIDES REQ. ",.1 7,2'
FLOOD VENT/FOUNDATION DESIGN
BY OTHERS. ?]
z1
7.5'*
RISERS��1•�
2'f •) 4"4SCH40 PVC 8,75' CLEAN FILL > TOP RET. WALL ELEV. 8.8'
°.
PIPES LEVEL IST 2' :-: - - � � � � � CAP ENDS
4- PERFORATED PVC S=0.005 0 a..
0
3/4'-1-1/2" DOUBLE WASHED STONE LEACHING FIELD 0
°e °e°oe°opeeveea°oo°e °ea , 0 6'•DEPTH T MIN BELOW INV io ° PROPOSED ROCK WALL VENEER
„o„o„o_o_o„e o. 8.25 LEVEL BOTTOM 0 B.OD'
8.52' 8.35 f °
55' 5' MIN UNSUITABLE
COVER TYP. '
°
O O O O O O O O O O BLOCK UP FOR 24
O O O O O O D -BOX ACME DB -9 OR EQ. SOIL REMOVAL O O 0 O O O O O O O O O C WHERE SPECIFIED PSOILL������������ DEPTH PER OGS
6" CRUSHED STONE OR MECHANICAL 5.0 y .000
WATER TEST D'BOK FOR LEVELNESS o°o°o°O°°o°°off
00
COMPACTION. (15.221 (21) USE TIDALLY INFLUENCED ADJ GROUNDWATER ELEV 2 5'
' MA - - --. _ _ _- - -_-.-- _ -- -- LEACHING: =USE A 748 SF LEACHING FIELD 748 -SF X .74 - 553 GPD O.K. - LOCUS MAP
BOARD OF HEALTH
( �+ S SLOPE) SCALE 1"=2000't
FOUNDATION - ST PC LEACHING *ACCESS FOR ROUTINE MAINTENANCE ASSESSORS MAP 14 PARCEL 128
10 / 40 D BOX MUST BE PROVIDED FOR ZABEL FILTER. PROVIDE (3) MIN. 20" DAM. WATERTIGHT
FACILITY INSTALLER MUST FOLLOW ALLCONCRET AA
� i CCESS COVERS TO WRHIN 6" OF FIN. GRADE .-
MANUFACTURER'S SPECIFICATIONS FOR LOCUS IS WITHIN FEMA FLOOD ZONE Al2
PROPER FILTER INSTALLATION NOTE: 5503 GAL RESERVE PROVIDED IN PC (EL 10) ,SND B AS SHOWN ON COMMUNITY
BUOYANCY CALCS:
2500 H-10 TANK WGT: 22560 LBS RUN 2' U # NE UP INTO RISER AS SHOWN PANEL 250015 0005D DATED 7/2/1992
FOR EASE OF FUTURE PUMP REMOVAL
DATUM: NGVD
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
LOCATIONOF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
'TEACHING 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.
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA PE, PLS SE1804
WITNESS: PHIL RENAUD
DATE: 2/10/2010
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
p"
6.8'7.3'
0, -
FILL
282_' 4.5'
A LS
32" 10YR 2/1 4.1'
E FS
36" 1 OYR 6/1 3 8,
FILL
36" 4.3'
A LS
38" 1OYR 2/1 4.1'
E FS
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"M V EL. 1.8' 114"
DCE #10-006
-2.2'
0.6' x 11.8' X 6.3 x 62.4 = 2753 ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
UP (OK) BUILDING. ALARM TO BE ON INV. IN 7.2'
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
ZA FILTER
(A1oo) 24' TEE SLOPE TO DRAIN BACK
FLOAT SNITCH ALARM ON (nl
OUTLET TEE W/E%TENSION WEEP HOLES
SETTINGS: PUMP ON_ 1300 GAL CHECK VALVE
5' WORKING RANGE 6 OF avnjIS E QUICK DISCONNECT
5• MYERS SRM 4
e'eSUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12 SYSTEM (OR EQUAL)
- 4 DOSES PER DAY, AT 110 GAL. PER 000000 0000 00 0000 (ON BLOCK)
DOSE (5" WORKING RANGE)
\ e• 9APFIE
s �\ 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
0 EL. 1.8'
-7-
FLOOI� /
(TYP.)
i
USE C. BASIN \ \\
5' REMOVAL OF UNSUITABLE SOIL REAL
AROUND PERIMETER OF LEACHING FACII
DOWN TO SUITABLE SOIL LAYER. REPLA
VI
ATH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
PROP. RETAINING WALL T.O.W. - EL
8.8' (SEE DETAIL, DESIGN BY OTHERS)
.0
0
N'
/
�O•
SAS DETAIL
`T' 1" - 20'
7
I O o D-6'Q
O \\
D-2 l
g
/ D-5
D-3NpWPRp/4 pUNE-
8 '
D-4 ZONEj a �i;APJIEL cyc� F/ LIcLr.-`otic
/ EL 12) A. OJA A
TT,
/ Al2 ( 4I
OJALA v CIVIL
/ "'o. 40980 < `b t„502
.c
o m Fc o
STEL Gia
/ DATE DANIEL A. OJALA, P.L.S.,7C•
ZONING SUMMARY
ZONING DISTRICT: R25
RESIDENTIAL
TEE 2500 GAL H-10
MIN. LOT SIZE
25,000 S.F.
15,600 S.F.
MIN. LOT FRONTAGE
SEPTIC TANK/PC
130'
MIN. FRONT SETBACK
COMBINATION
31.3'
MIN. SIDE SETBACK
SHOREY OR EQUAL
15.9'f
MIN. REAR SETBACK
(SEE DETAIL)
29.7' ✓
MAX. LOT COVERAGE
RISERS��1•�
2'f •) 4"4SCH40 PVC 8,75' CLEAN FILL > TOP RET. WALL ELEV. 8.8'
°.
PIPES LEVEL IST 2' :-: - - � � � � � CAP ENDS
4- PERFORATED PVC S=0.005 0 a..
0
3/4'-1-1/2" DOUBLE WASHED STONE LEACHING FIELD 0
°e °e°oe°opeeveea°oo°e °ea , 0 6'•DEPTH T MIN BELOW INV io ° PROPOSED ROCK WALL VENEER
„o„o„o_o_o„e o. 8.25 LEVEL BOTTOM 0 B.OD'
8.52' 8.35 f °
55' 5' MIN UNSUITABLE
COVER TYP. '
°
O O O O O O O O O O BLOCK UP FOR 24
O O O O O O D -BOX ACME DB -9 OR EQ. SOIL REMOVAL O O 0 O O O O O O O O O C WHERE SPECIFIED PSOILL������������ DEPTH PER OGS
6" CRUSHED STONE OR MECHANICAL 5.0 y .000
WATER TEST D'BOK FOR LEVELNESS o°o°o°O°°o°°off
00
COMPACTION. (15.221 (21) USE TIDALLY INFLUENCED ADJ GROUNDWATER ELEV 2 5'
' MA - - --. _ _ _- - -_-.-- _ -- -- LEACHING: =USE A 748 SF LEACHING FIELD 748 -SF X .74 - 553 GPD O.K. - LOCUS MAP
BOARD OF HEALTH
( �+ S SLOPE) SCALE 1"=2000't
FOUNDATION - ST PC LEACHING *ACCESS FOR ROUTINE MAINTENANCE ASSESSORS MAP 14 PARCEL 128
10 / 40 D BOX MUST BE PROVIDED FOR ZABEL FILTER. PROVIDE (3) MIN. 20" DAM. WATERTIGHT
FACILITY INSTALLER MUST FOLLOW ALLCONCRET AA
� i CCESS COVERS TO WRHIN 6" OF FIN. GRADE .-
MANUFACTURER'S SPECIFICATIONS FOR LOCUS IS WITHIN FEMA FLOOD ZONE Al2
PROPER FILTER INSTALLATION NOTE: 5503 GAL RESERVE PROVIDED IN PC (EL 10) ,SND B AS SHOWN ON COMMUNITY
BUOYANCY CALCS:
2500 H-10 TANK WGT: 22560 LBS RUN 2' U # NE UP INTO RISER AS SHOWN PANEL 250015 0005D DATED 7/2/1992
FOR EASE OF FUTURE PUMP REMOVAL
DATUM: NGVD
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
LOCATIONOF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
'TEACHING 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.
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA PE, PLS SE1804
WITNESS: PHIL RENAUD
DATE: 2/10/2010
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
p"
6.8'7.3'
0, -
FILL
282_' 4.5'
A LS
32" 10YR 2/1 4.1'
E FS
36" 1 OYR 6/1 3 8,
FILL
36" 4.3'
A LS
38" 1OYR 2/1 4.1'
E FS
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"M V EL. 1.8' 114"
DCE #10-006
-2.2'
0.6' x 11.8' X 6.3 x 62.4 = 2753 ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
UP (OK) BUILDING. ALARM TO BE ON INV. IN 7.2'
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
ZA FILTER
(A1oo) 24' TEE SLOPE TO DRAIN BACK
FLOAT SNITCH ALARM ON (nl
OUTLET TEE W/E%TENSION WEEP HOLES
SETTINGS: PUMP ON_ 1300 GAL CHECK VALVE
5' WORKING RANGE 6 OF avnjIS E QUICK DISCONNECT
5• MYERS SRM 4
e'eSUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12 SYSTEM (OR EQUAL)
- 4 DOSES PER DAY, AT 110 GAL. PER 000000 0000 00 0000 (ON BLOCK)
DOSE (5" WORKING RANGE)
\ e• 9APFIE
s �\ 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
0 EL. 1.8'
-7-
FLOOI� /
(TYP.)
i
USE C. BASIN \ \\
5' REMOVAL OF UNSUITABLE SOIL REAL
AROUND PERIMETER OF LEACHING FACII
DOWN TO SUITABLE SOIL LAYER. REPLA
VI
ATH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
PROP. RETAINING WALL T.O.W. - EL
8.8' (SEE DETAIL, DESIGN BY OTHERS)
.0
0
N'
/
�O•
SAS DETAIL
`T' 1" - 20'
7
I O o D-6'Q
O \\
D-2 l
g
/ D-5
D-3NpWPRp/4 pUNE-
8 '
D-4 ZONEj a �i;APJIEL cyc� F/ LIcLr.-`otic
/ EL 12) A. OJA A
TT,
/ Al2 ( 4I
OJALA v CIVIL
/ "'o. 40980 < `b t„502
.c
o m Fc o
STEL Gia
/ DATE DANIEL A. OJALA, P.L.S.,7C•
ZONING SUMMARY
ZONING DISTRICT: R25
RESIDENTIAL
DISTRICT
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'f
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.
3. 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 NTH THE APPROVED
PLAN.
TITLE 5 SITE KLAN
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)
REV 8/19/10 ( PER BOH: SLAB, P/C NOTES)
Scale: l "= 20'
0 10 20 30 40 50 FEET
I off 508-362-4541
fax 508-362-9880
CUth Health Department downcOpe.com p
APPROVED down cape engineering, inr.
� v 7 Civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-006 WOJNAR.DWG