HomeMy WebLinkAboutDOA - 10 Whale Rd - 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
MA
DATE BOARD OF HEALTH
ALL SYSTEM COMPONENTS SHALL BE MARKED -
SEPTIC SYSTEM PROFILE WITH MAGNETIC TAPE COMPARABLE MEANS
*THE INSTALLER SHALL VERIFY THE FOR FUTURE LOCATION.. 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
OF LEACH FIELD.
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM 4" DIA PERF. INSP. PORT TO SAND AT BOTTOM OF
PROVIDE MIN. 20' DIAM. WATERTIGHT 40 MIL LINER FROM ELEV. 8.8' TO ELEV. 4.8' MIN.
FIRST FLOOR BLDG ELEV. 12.0' CONCRETE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE LEACHING FIELD. 4" THREADED CAP TO WITHIN 3" OF FINISH GRADE RETAINING WALL SCHE ATIC SHOWN, EXACT FASCADE
RAWLSPACE SLAB 6' TOP FOUNDATION 11.0' AND CONSTRUCTION B OTHERS. TOP OF WALL HT. AS NOTED
WITHIN 20' OF SASI 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' PRECAST H-10 PROP. TEE / {
�,;�.•.; �. RISERS (TYP.) TOP RET. WALL ELEV. 8.8'
FLOOD VENTS WITHIN 12" GRADE SO CAP 2'• PIPES
PVC R 7c CLEAN FILL
PIPES LEVEL 1ST 2' n�
CAP ENDS
(GROUND AT EL. 7.4) REQ. 4 ER o o Pvc, s=o.00s a A
0.
' 2500 GAL H-10 g;
^•' ' SEPTIC TANK/PC a l
VENTS ON 2 SIDES REQ. ` 7.2' COMBINATION 3/4"-1-1/2" DOUBLE WASHED STONE LEACHING FIELD o 6"DEPTH i MIN BELOW INV. , < a, O
FLOOD VENT/FOUNDATION DESIGN S eoee0000000e ga o a PROPOSED ROCK WALL VENEER
BY OTHERS. SHOREY OR EQUAL " "- 8.25' LEVEL BOTTOM o 8.00
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA PE, PLS SE1804
WITNESS: PHIL RENAUD
DATE: 2/10/2010
PERC. RATE < 22 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
4
FI LL
28" 4.5'
A LS
32" 10YR 2/1 4.1'
E FS
36" 1OYR .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" V EL. 1.8' 114"
DICE #10-006
V EL. 1.8'
-2.2'
7.5'* (SEE DETAIL) 8.52
5' MIN.UNSUITABLE <:
• BLOCK UP FOR 24" COVER TYP. SOIL REMOVAL
O O O O O O O O O O O C D -BOX ACME DB -9 OR EQ. 7.50'
0 0 0 0 0 0 0 0 0 0 0 WHERE SPECIFIED '
000 O O O O O O O O O C
O�O�O�O�O�O�O�O�O�O�O�O� DEPTH PER SOIL LOGS '•
5'D,
6" CRUSHED STONE OR MECHANICAL oo°000000°oa
f - COMPACTION. (15.221 [21) WATER TEST O'BOX FOR LEVELNESS USE TIDALLY INFLUENCED ADJ. GROUNDWATER _ ELEV. 2.5'
LEACHING: USE A 748 SF LEACHING FIELD 748 SF X .74 = 553 GPD O.K.
(2-+% SLOPE)
10' - ST/PC 40' D' BOX _ LEACHING ACCESS FOR ROUTINE MAINTENANCE
FOUNDATION
FACILITY MUST BE PROVIDED FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
1 \ EXIST;NG
DWE.-LiNG
FLOOD --VENT
(TYP,- .
i
AND CONTROL PANEL
ALARM A
BUOYANCY CALCS:
TO BE INSTALLED INSIDE
2500 H-10 TANK WGT: 22560 LBS
NOTES
LOT SIZE
SEPARATE CIRCUIT FROM PUMP
0.6' x 11.8' x 6.3 x 62.4 = 2753
1. DATUM IS NGVD29
UP (OK)
2. MUNICIPAL WATER IS EXISTING
130'
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
1500 GAL NI
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
.
THIS SIDE
TO BE AASHO H -1Q
OF BAFFLE
5. PIPE JOINTS TO BE MADE WATERTIGHT.
8.5'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
REAR SETBACK
310 CMR 15.000 (TITLE 5.)
DOSE (5" WORKING RANGE)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
LOT COVERAGE
BE USED FOR LOT LINE STAKING OR ANY OTHER
2500 GAL. SEPTIC
PURPOSE.
IS LOCATED NOT WITHIN MASS
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
ZONE II.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
RECORD
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.
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA PE, PLS SE1804
WITNESS: PHIL RENAUD
DATE: 2/10/2010
PERC. RATE < 22 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
4
FI LL
28" 4.5'
A LS
32" 10YR 2/1 4.1'
E FS
36" 1OYR .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" V EL. 1.8' 114"
DICE #10-006
V EL. 1.8'
-2.2'
7.5'* (SEE DETAIL) 8.52
5' MIN.UNSUITABLE <:
• BLOCK UP FOR 24" COVER TYP. SOIL REMOVAL
O O O O O O O O O O O C D -BOX ACME DB -9 OR EQ. 7.50'
0 0 0 0 0 0 0 0 0 0 0 WHERE SPECIFIED '
000 O O O O O O O O O C
O�O�O�O�O�O�O�O�O�O�O�O� DEPTH PER SOIL LOGS '•
5'D,
6" CRUSHED STONE OR MECHANICAL oo°000000°oa
f - COMPACTION. (15.221 [21) WATER TEST O'BOX FOR LEVELNESS USE TIDALLY INFLUENCED ADJ. GROUNDWATER _ ELEV. 2.5'
LEACHING: USE A 748 SF LEACHING FIELD 748 SF X .74 = 553 GPD O.K.
(2-+% SLOPE)
10' - ST/PC 40' D' BOX _ LEACHING ACCESS FOR ROUTINE MAINTENANCE
FOUNDATION
FACILITY MUST BE PROVIDED FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
1 \ EXIST;NG
DWE.-LiNG
FLOOD --VENT
(TYP,- .
i
AND CONTROL PANEL
ALARM A
COURT
TO BE INSTALLED INSIDE
'P'jtovW'1�D
BUILDING. ALARM TO BE ON INV. IN 7.2'
LOT SIZE
SEPARATE CIRCUIT FROM PUMP
15,600 S.F.
ZA (A100)TER
I
24' TEE
FLOAT SWITC H ALARM ON OUTLET TEE w/ExTENSION
130'
SETTINGS:
1500 GAL NI
PUMP ON
6"
.
THIS SIDE
5' WORKING RANGE
OF BAFFLE
5"
8.5'
PUMP OFF 12
REAR SETBACK
4 Do SES PER DAY, AT 110 GAL. PER
DOSE (5" WORKING RANGE)
MAX.
LOT COVERAGE
25%
2500 GAL. SEPTIC
TANK/PUN
IS LOCATED NOT WITHIN MASS
DEP
ZONE II.
-'N'�
(NOT TO SCALE)
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
3.,
PROP. RETAINING WALL T.O.W. - EL
8.8' (SEE DETAIL, DESIGN BY OTHERS)
S�
o ` D-6 7W
I
I
I
I
D-5
D-3 `PNDWpRO E�G� f vUN� -
D-4
ZONE j oa DAN
/121 o OJ.
/ p12 (_t' CI
/ z No.4
'FF G 5
$310
DATE DANIEL
NOTE: 550± GAL RESERVE
PROVIDED IN PC
WEEP HOLE
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4710 HP PUMP
SYSTEM (OR EQUAL)
(ON BLOCK)
`6- BAFFLE
HAMBER 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
THEODORE WOJNAR
104 CALM COURT
BELLAIRE, TX 77401
REFERENCES
LAND
COURT
1'�.ECq.
'P'jtovW'1�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
SAS DETAIL 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
1" - 20' 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
D-7 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
downcape.comID
down cape engineering, inc.
civil engineers
fond surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-006 WOJNAR.DWG