Driveway - records.nantucket-ma.gov

Balcony

Driveway

Driveway

LOCUS

LOCUS MAP

SCHEDULE OF ELEVATIONS:

SOIL TEST DATAPLOT PLAN

6 JONATHAN WAY(MAP 75/PARCEL 46)

LOT AREA=51,444± SF

CONSTRUCTION NOTES:

GENERAL NOTES:

DESIGN CERTIFICATION:

DESIGN CALCULATIONS

AS-BUILT SCHEDULE OF ELEVATIONS

G.G. BUZANOSKI ASSOCIATES47 GREEN ST.NORTHBOROUGH, MA 01532PHONE: (508)393-9762 CELL: (774)258-2108 EMAIL: [email protected]

SHEET 1 OF 1 JN 2081

SEWAGE DISPOSAL SYSTEM AS-BUILT PLAN

© 2016, G.G. BUZANOSKI ASSOCIATES

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INSPECTION PORT

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5-OUTLET DISTRIBUTION BOX

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PROP. 1500-GAL. SEPTIC TANK

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EXISTING SEPTIC TANK TO BE REMOVED (SEE CONST. NOTE 15)

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PRIMARY LEACHING TRENCH (TYPICAL)

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RESERVE LEACHING TRENCH (TYPICAL)

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LIMIT OF EXCAVATION OF A AND Bw HORIZONS (SEE CONSTRUCTION NOTES 7 & 8)

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N 74%%d37'48" W 304.95'

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L=23.55'

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R=25.00'

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JONATHAN WAY

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75-45

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N/F

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CURTIS H. HUMPHREYS

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L.C.PL.#5004-24

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17.0'±

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DHCB

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FND.

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L

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=

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8

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0

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.

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0

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0

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'

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R

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=

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1

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2

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5

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.

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0

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0

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'

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0.6'

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AREA=51,444%%PS.F.

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26

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25

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24

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24

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23

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23

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22

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22

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21

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18

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18

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17

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17

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16

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15

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16

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14

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14

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13

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13

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LOT 597

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S 88%%d10'50" E 339.40'

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S 16%%d10'00" E 75.00'

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N 88%%d10'50" W 351.80'

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CB

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FND.

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CB

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FND.

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#6

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2 STORY

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WOOD FRAME

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DWELLING

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G.COV.=868%%PS.F.

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Patio

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(Broken)

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Conc. Ret. Wall

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20

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19

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18

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18

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17

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17

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17

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16

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15

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14

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17

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16

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15

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Conc. Ret. Wall

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Approx.

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Existing Well

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75-47

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N/F

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LIZA PINTZ & JEFFREY OTTANI

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BRUSH/TREES

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Existing Well

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Existing Well

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Existing Well

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BRUSH/TREES

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BRUSH/TREES

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15

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TH 116-2

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(PERC-A)

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TH 116-1

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(PERC-B)

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1

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2

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3

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APPROX. LOCATION OF EXISTING SAS (SEE CONST. NOTE 16)

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PROP. 4" SCH 40 PVC BLDG. SEWER

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APPROX. GROUNDWATER FLOW PER HWH MAP#2

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WELL PROTECTION ZONE

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100 FT. WELL RADIUS

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100 FT. WELL RADIUS

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100 FT. WELL RADIUS

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100 FT. WELL RADIUS

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BENCHMARK

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TOP OF CONCRETE BOUND

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ELEV.=12.72'

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16.4x

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x15.4

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x14.2

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x14.2

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15.4x

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15.6x

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14

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15

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AS-BUILT INSPECTION PORT

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AS-BUILT CLEANOUT

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AS-BUILT VENT

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AS-BUILT LEACHING TRENCH (TYPICAL)

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AS-BUILT 6-OUTLET DISTRIBUTION BOX

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AS-BUILT 1500-GAL SEPTIC TANK

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APPROX. SCALE: 1"=1,000'

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TEST HOLE NO.

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DATE OF TEST:

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DEPTH OF GROUNDWATER:

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DEPTH OF ESHGW:

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138"

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PERCOLATION TESTS:

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SURFACE

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DEPTH FROM

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SURFACE ELEV.:

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ELEVATION OF ESHGW:

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NO.

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DATE:

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ELEVATION

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SURFACE:

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PERC

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RATE:

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A

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1/15/16

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14.5'

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48"

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<2 MPI

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NAME OF APPROVING AUTHORITY: NANTUCKET BOARD OF HEALTH ARTELL CROWLEY - ASSISTANT HEALTH DIRECTOR

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DEPTH:

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SOIL

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MATRIX

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REDOX FEATURES:

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SOIL

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(IN.)

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HOR.

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COLOR:

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TEXTURE:

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DEPTH/COLOR/%%%

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DEEP OBSERVATION HOLES:

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116-1

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1/15/16

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14.5'

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138"

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3.0'

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3-10"

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A

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10YR4/3

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SANDY LOAM

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__

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0-3"

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Oi

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5YR3/3

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N/A

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__

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SEPTIC TANK

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4" INV. IN = 13.75

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4" INV. OUT = 13.50

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DISTRIBUTION BOX

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4" INV. IN = 13.37

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4" INV. OUT = 13.20

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1. THE SYSTEM INSTALLER SHALL CONTACT THE DESIGN ENGINEER PRIOR TO SYSTEM THE SYSTEM INSTALLER SHALL CONTACT THE DESIGN ENGINEER PRIOR TO SYSTEM INSTALLATION TO DISCUSS REQUIRED INSPECTIONS AND OTHER SPECIAL CONDITIONS. 2. THE PROPOSED SOIL ABSORPTION SYSTEM SHALL BE CONSTRUCTED OF QUICK4 HIGH CAPACITY THE PROPOSED SOIL ABSORPTION SYSTEM SHALL BE CONSTRUCTED OF QUICK4 HIGH CAPACITY QUICK4 HIGH CAPACITY LEACHING CHAMBERS AS MANUFACTURED BY INFILTRATOR SYSTEMS, INC. OF OLD SAYBROOK, CONNECTICUT. THE SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY THE MANUFACTURER TO INSTALL THE SYSTEM IN FULL COMPLIANCE WITH THE MA DEP CERTIFICATION FOR GENERAL USE AS REVISED THROUGH 2/19/15 AND MODIFIED 6/12/15, AND MASSDEP "STANDARD CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS" AS REVISED THROUGH 9/26/14. 3. THE SOIL ABSORPTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL THE SOIL ABSORPTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS, MANUFACTURER'S RECOMMENDATIONS (WHERE APPLICABLE) AND ACCEPTED BEST PRACTICE. SYSTEM COMPONENTS SHALL NOT BE INSTALLED IN FROZEN GROUND OR LEFT UNCOVERED FOR EXTENDED PERIODS OF TIME. 4. THE SEPTIC TANK SHALL BE FITTED WITH AN EFFLUENT FILTER SIMILAR OR EQUAL TO THE THE SEPTIC TANK SHALL BE FITTED WITH AN EFFLUENT FILTER SIMILAR OR EQUAL TO THE ZABEL MODEL A1801-4X22. 5. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO FACILITATE LOCATION OF THE SYSTEM ONCE BACKFILLED. 6. THE SOIL ABSORPTION SYSTEM SHALL HAVE A MINIMUM OF ONE (1) INSPECTION PORT AS THE SOIL ABSORPTION SYSTEM SHALL HAVE A MINIMUM OF ONE (1) INSPECTION PORT AS DETAILED ON SHEET 2 OF 2. 7. WHERE FILL IS REQUIRED TO REPLACE IMPERMEABLE OR OTHERWISE UNSUITABLE SOILS, THE WHERE FILL IS REQUIRED TO REPLACE IMPERMEABLE OR OTHERWISE UNSUITABLE SOILS, THE EXCAVATION OF THE UNSUITABLE MATERIAL SHALL EXTEND A MINIMUM OF 5 FEET LATERALLY IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE SOIL ABSORPTION SYSTEM. 8. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL CONSIST OF SELECT ONSITE OR FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL CONSIST OF SELECT ONSITE OR IMPORTED SOILS THAT MEET THE MINIMUM REQUIREMENTS OF 310 CMR 15.255(3). 9. BACKFILL OVER THE SEPTIC TANK AND DISTRIBUTION BOX SHALL BE A MINIMUM OF NINE BACKFILL OVER THE SEPTIC TANK AND DISTRIBUTION BOX SHALL BE A MINIMUM OF NINE INCHES. BACKFILL OVER THE SOIL ABSORPTION SYSTEM SHALL BE A MINIMUM OF 9" EXCLUDING TOPSOIL, AND FREE OF STONES GREATER THAN SIX INCHES IN ANY DIMENSION. 10. ALL SEWERS AND DISTRIBUTION LINES SHALL BE LAID ON A COMPACTED FIRM BASE. ALL SEWERS AND DISTRIBUTION LINES SHALL BE LAID ON A COMPACTED FIRM BASE. 11. ALL GRAVITY SEWERS SHALL BE SCH 40 PVC PIPE OR APPROVED EQUAL. PRESSURE PIPING ALL GRAVITY SEWERS SHALL BE SCH 40 PVC PIPE OR APPROVED EQUAL. PRESSURE PIPING SHALL BE SDR 21 PVC PIPE. 12. ALL PIPE JOINTS AND CONNECTIONS TO SYSTEM COMPONENTS SHALL BE MECHANICALLY ALL PIPE JOINTS AND CONNECTIONS TO SYSTEM COMPONENTS SHALL BE MECHANICALLY SOUND, WATER TIGHT AND PROTECTED AGAINST INTRUSION BY ROOTS. 13. BUILDING SEWERS WITHIN 10' OF THE OUTSIDE FACE OF BUILDING WALLS SHALL BE BUILDING SEWERS WITHIN 10' OF THE OUTSIDE FACE OF BUILDING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STATE PLUMBING CODE 248 CMR 2.00. 14. SUBSURFACE COMPONENTS OF THE SDS SHALL NOT BE BACKFILLED OR OTHERWISE CONCEALED SUBSURFACE COMPONENTS OF THE SDS SHALL NOT BE BACKFILLED OR OTHERWISE CONCEALED FROM VIEW UNTIL A FINAL INSPECTION HAS BEEN CONDUCTED BY THE APPROVING AUTHORITY AND PERMISSION HAS BEEN GRANTED BY THE APPROVING AUTHORITY TO BACKFILL THE SYSTEM. THE DESIGNER OR HIS REPRESENTATIVE SHALL BE PROVIDED THE OPPORTUNITY TO INSPECT THE CONSTRUCTION AFTER THE INITIAL EXCAVATION, PRIOR TO, AND DURING BACKFILLING. IN ADDITION, A FINAL INSPECTION OF THE SYSTEM SHALL BE CONDUCTED BY THE APPROVING AUTHORITY, THE SYSTEM INSTALLER AND THE DESIGNER PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE PURSUANT TO 310 CMR 15.021(3). ANY COMPONENT OF THE SYSTEM WHICH HAS BEEN COVERED WITHOUT SUCH PERMISSION SHALL BE UNCOVERED FOR INSPECTION UPON THE REQUEST OF THE APPROVING AUTHORITY OR MA DEP. 15. THE EXISTING SEPTIC TANK SHALL BE PUMPED OF ITS CONTENTS AND REMOVED FOR OFFSITE THE EXISTING SEPTIC TANK SHALL BE PUMPED OF ITS CONTENTS AND REMOVED FOR OFFSITE DISPOSAL IN AN ENVIRONMENTALLY RESPONSIBLE MANNER OR OTHERWISE ABANDONED IN ACCORDANCE WITH 310 cmr 15.354. 16. THE LOCATION AND CONFIGURATION OF THE EXISTING SOIL ABSORPTION SYSTEM IS UNKNOWN. THE LOCATION AND CONFIGURATION OF THE EXISTING SOIL ABSORPTION SYSTEM IS UNKNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE SYSTEM, AND, IF DETERMINED TO BE A LEACH PIT, SHALL BE PUMPED OF ITS CONTENTS AND ABANDONED IN ACCORDANCE WITH 310 CMR 15.354, OR REMOVED FOR OFFSITE DISPOSAL. 17. FINISH GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE PLOT PLAN. ALL DISTURBED FINISH GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE PLOT PLAN. ALL DISTURBED AREAS SHALL BE COVERED WITH A MINIMUM OF 4" OF LOAM, AND SEEDED WITH AN APPROPRIATE GRASS MIXTURE. 18. FINAL COVER OVER THE SOIL ABSORPTION SYSTEM SHALL BE GRADED TO REDUCE INFILTRATION FINAL COVER OVER THE SOIL ABSORPTION SYSTEM SHALL BE GRADED TO REDUCE INFILTRATION OF SURFACE WATER AND MINIMIZE EROSION. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 2%.

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1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS THE RESULT OF AN ON THE GROUND SURVEY TOPOGRAPHIC INFORMATION SHOWN HEREON IS THE RESULT OF AN ON THE GROUND SURVEY COMPLETED BY EARLE & SULLIVAN, INC. IN JANUARY 2013 AND UPDATED IN JANUARY 2016. ELEVATIONS REFER TO THE TOWN OF NANTUCKET GIS DATUM. 2. PROPERTY LINES SHOWN HEREON ARE BASED ON INFORMATION TAKEN FROM RECORD PLANS PROPERTY LINES SHOWN HEREON ARE BASED ON INFORMATION TAKEN FROM RECORD PLANS AND DEEDS. 3. ANY DEVIATIONS DURING CONSTRUCTION FROM THE SEWAGE DISPOSAL SYSTEM DESIGN SHOWN ANY DEVIATIONS DURING CONSTRUCTION FROM THE SEWAGE DISPOSAL SYSTEM DESIGN SHOWN HEREON MUST BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND THE NANTUCKET HEALTH DIRECTOR PRIOR TO INSTALLATION OF THE AFFECTED COMPONENT. 4. THE NANTUCKET BOARD OF HEALTH REQUIRES INSPECTION OF THE INSTALLED DISPOSAL THE NANTUCKET BOARD OF HEALTH REQUIRES INSPECTION OF THE INSTALLED DISPOSAL SYSTEM BY THE DESIGN ENGINEER AND/OR BY AN AGENT OF THE BOARD OF HEALTH PRIOR TO BACKFILL. THE INSTALLER SHALL NOTIFY THE DESIGN ENGINEER UPON INSTALLATION OF THE DISPOSAL SYSTEM TO ALLOW FOR THE PERFORMANCE OF AN AS-BUILT SURVEY. THE INSTALLER SHALL NOT BACKFILL THE INSTALLED SYSTEM UNTIL INSTRUCTED TO DO SO BY THE DESIGN ENGINEER. 5. THE PROPOSED DISPOSAL SYSTEM HAS NOT BEEN DESIGNED TO ACCOMMODATE THE USE OF A THE PROPOSED DISPOSAL SYSTEM HAS NOT BEEN DESIGNED TO ACCOMMODATE THE USE OF A NOT BEEN DESIGNED TO ACCOMMODATE THE USE OF A BEEN DESIGNED TO ACCOMMODATE THE USE OF A GARBAGE GRINDER. 6. THE OWNER OF THE SUBJECT PROPERTY SHALL BE RESPONSIBLE FOR THE PROPER THE OWNER OF THE SUBJECT PROPERTY SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE ONSITE SEWAGE DISPOSAL SYSTEM. IT IS RECOMMENDED THAT THE SEPTIC TANK BE INSPECTED AT LEAST ONCE EVERY TWO YEARS AND THAT IT BE PUMPED OF ITS CONTENTS WHEN THE COMBINED THICKNESS OF SLUDGE AND SCUM EQUALS MORE THAN 14OF THE LIQUID DEPTH OF THE TANK. THE SEPTIC TANK EFFLUENT FILTER, IF PRESENT, SHOULD BE CLEANED WHENEVER THE TANK IS INSPECTED OR PUMPED, AND NOT LESS FREQUENTLY THAN RECOMMENDED BY ITS MANUFACTURER.

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0

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1 in. = ft.

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10

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80

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20

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40

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20

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20

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30-96"

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C1

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10YR6/4

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F-M SAND

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10-30"

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Bw

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5YR4/6

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F-M SAND

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__

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TEST HOLE NO.

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DATE OF TEST:

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DEPTH OF GROUNDWATER:

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DEPTH OF ESHGW:

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150"

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SURFACE ELEV.:

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ELEVATION OF ESHGW:

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DEPTH:

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SOIL

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MATRIX

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REDOX FEATURES:

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SOIL

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(IN.)

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HOR.

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COLOR:

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TEXTURE:

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DEPTH/COLOR/%%%

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116-2

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1/15/16

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14.9'

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150"

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2.4'

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3-10"

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A

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10YR4/3

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LOAMY SAND

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__

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0-3"

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Oi

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5YR3/3

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SANDY LOAM

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36-156"

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C

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10YR5/4

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F-M SAND

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10-36"

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Bw

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5YR4/6

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LOAMY SAND

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NAME OF SOIL EVALUATOR: G.G. BUZANOSKI ASSOCIATES GERALD BUZANOSKI, PE - MDEP SE NO. 286 (6/30/16 EXPIRATION DATE)

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BUILDING SEWERS

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EX. INV. EL. AT HOUSE FDN. = 15.20

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B

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1/15/16

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14.9'

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60"

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<2 MPI

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96-144"

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C2

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10YR7/3

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F SAND

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__

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I CERTIFY TO THE NANTUCKET BOARD OF HEALTH THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THE ONSITE SEWAGE DISPOSAL SYSTEM SHOWN HEREON CONFORMS TO ALL APPLICABLE SECTIONS OF THE MASSACHUSETTS ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000), "STANDARD CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS" ISSUED BY MASSDEP ON 9/26/14 AND REVISED THROUGH 3/20/15, A GENERAL USE CERTIFICATION ISSUED TO INFILTRATOR SYSTEMS, INC. ON 6/12/15, AND ALL DESIGN GUIDANCE PROVIDED BY THE COMPANY.

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SANDSBURY ROAD

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TOM NEVERS ROAD

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JONATHAN WAY

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HYDRAULIC LOADING: FIVE (5) BEDROOMS AT 110 GALLONS PER DAY PER BEDROOM = 550 GALLONS PER DAY.

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SEPTIC TANK SIZE: AVERAGE DAILY FLOW = 550 GPD MINIMUM STORAGE REQUIRED: 550 GPD X 200% = 1,100 GAL. STORAGE PROVIDED: 1,500 GAL. 1,500 GAL.

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PRIMARY/RESERVE LEACHING AREA DESIGN PERCOLATION RATE = 5 M.P.I. (SOIL CLASS I) EFFLUENT LOADING RATE = 0.74 GALLONS/SF LEACHING AREA REQUIRED: 550 GPD / 0.74 GPD/SF = 743 SF THE REPLACEMENT SOIL ABSORPTION SYSTEM SHALL CONSIST OF 24 QUICK4 HIGH CAPACITY LEACHING CHAMBERS AS QUICK4 HIGH CAPACITY LEACHING CHAMBERS AS LEACHING CHAMBERS AS MANUFACTURED BY INFILTRATOR SYSTEMS, INC. CHAMBERS SHALL BE INSTALLED IN A TRENCH CONFIGURATION UTILIZING THREE TRENCHES OF 8 UNITS EACH WITH END CAPS, AND A CENTERLINE TO CENTERLINE SPACING OF TWELVE (12) FEET. LEACHING AREA PROVIDED: 34.4 LF/TRENCH X 3 TRENCHES X 7.93 SF/LF = 818 SF

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PRIMARY SOIL ABSORPTION SYSTEM

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BOTTOM CHBR. = 12.00

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4" INV. INTO CHBR. = 12.96

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BREAKOUT ELEVATION = 13.33

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TRENCH 1

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TRENCH 2

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TRENCH 3

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RESERVE SOIL ABSORPTION SYSTEM

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TRENCH 1

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TRENCH 2

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TRENCH 3

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CHUCK HOLLOW ROAD

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SEPTIC TANK

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4" INV. IN = 14.67

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4" INV. OUT = 14.40

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DISTRIBUTION BOX

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4" INV. IN = 13.67

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4" INV. OUT = 13.52

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BUILDING SEWERS

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EX. INV. EL. AT HOUSE FDN. = 15.20

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PRIMARY SOIL ABSORPTION SYSTEM

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6 JONATHAN WAY

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NANTUCKET, MASSACHUSETTS

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CHRIS HAGEDORN

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662 MAIN ST.. NEW ROCHELLE, NY 10801

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DATE: MAY 23, 2016

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SCALE: AS NOTED

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(ASSESSOR'S MAP 75/PARCEL 46)

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TRENCH 1

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TRENCH 2

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TRENCH 3

Driveway - records.nantucket-ma.gov

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