HomeMy WebLinkAboutEngineer Plans - 2021OHW OHW OHW
EXISDNG EDGE OF PAVEMENT (TYR) /
oy
t - 120.00' s ,... '.
I S 02;3.7-'54" t�
Locus Map Scale.. 1" = 500'
CONTRACTOR TO MAINTAIN CLEAN
1503 ROUTE 28ROADWAY AT THE END OF EACH DAY
MAP 31 PARCEL 35C
POLE MA. COORD. SYSTEM
(Typ.) MAINLAND ZONE Z
/W \
ROUTE 28
COMPONENTS
fSPRINIGER ROAD $ (TO BE REMOVED)
fXlS7/NG CATCH BASIN (TYP.) �
APPROX EX WATER SERVICE -
3 (CONTRACTOR TO CONFIRM TEMPORARY CONSTRUCTION GATE \ TREE TO BE REMOVED OtA OF 4,v
IRRIGA DON WELL ..
AT TIME OF INSTALL) CAPE COD BERM (TYR) �\ (NON -POTABLE) - . ,_..
i �
t
G G ZACHARY L v' 1<5j i"�.c i r� W E
r
�N<-2237'54" E LIGHT POLES
E
329.09' --- � J f \ , HW �._._. µ , TP# VENT A�
1
r t7'
18
_-
' Y G(jNCRLTE«PAD'. EXISTI ACH Pl
j (TO BE PUMP D Fl I fi s
ATION NOTE)
STOOP STOOP ° EXISTING GUARD RAIL" WITH SAND 0
1 I S PREVKx1s SAS
ELACE
�' " FLaw Fl o I �) LOCATION- � PR. ALARM PANELJ
20& 22 (FINAL LOCATION TO BE DETERMINED z
WAREHOUSE SPACE
EXISTING OFFI E BUILDING r1 BY OWNER &MANUFACTURER) / X SAWCUT LINE I \ I1`141 5' OVERDIG a
1,367E S.F. - - - - - - - - - - - - - - -/ L - 1 �`` I I I '. I PROPOSEDSOILABSORPTION SYSTEM
v x
o F.F.E.= 19.1'1 MAP 31 I I 1 �� -i I I I I l
126 SPRINGER LANE PARCEL 139 I \I 12 83'W x 51'L x 7D
MAP 31 PARCEL 141 orn 'I
mi
RAMP j STOOP j I 51, 41 J` S.F. I i 5 -OUTLET D -BOX 79 } I I I-- J I I PTSS/INSPECTION x/ A,
\ #511 PROPOSED 1,500 GAL 1C. WAY I BUILDING
J 2, EXIS77NG COMMERCIAL BUILDING PUMP CHAMBER I % ti
oy v J "LUKES LIQUORS" I I \ X ao m
r) r - PROPOSED 2.500 GAL I L - - - - J x \ w a
T m 2 -COMPARTMENT SEPTIC TANK L--- J N
13,7841 S.F. , 00
SLAB ELEV.= 15.9':k- x - x PROPOSED TEMPORARY °
XISTING SEPTIC ANK CONSTRUCTION FENCING m
TO BE EMOVED)
\ - -_v I m RETAIL SPACE
-_-- a 11,009 S.F.
4 0]'1944" E 1
20.0
Im
J/27 HUNTERS CIRCLE
MAP 31 PARCEL 162
PLAN SCALE
0 4 8 12 16 20 30 40 60
1 inch = 20 feet
SEPTIC DESIGN CALCULATIONS
SOIL TEXTURAL CLASS: CLASS I
PERC. RATE: < 2 MINUTES/INCH
DESIGN FLOW REQUIRED:
11,009 S.F. RETAIL 0 50 GPD per 1,000 S.F. = 551 GPD
8 WAREHOUSE EMPLOYEES 0 15 GPD per EMPLOYEE = 120 GPD
TOTAL: 551 GPD + 120 GPD = 671 GPD
SEPTIC TANK REQUIRED:
(2) COMPARTMENT TANK: 1st COMPARTMENT = 1,342 GAL. (MIN.)
2nd COMPARTMENT = 671 GAL (MIN.)
SEPTIC TANK PROVIDED: 2,500 GALLONS (2 COMPARTMENT)
(1,458 GAL/823 GAL BASED ON TANK DIMENSIONS)
LEACHING SYSTEM:
(5) 500 GALLON CONCRETE LEACHING CHAMBERS IN A
(12.83') WIDE x (51') LONG x (2') DEEP STONE BED
EFFECTIVE LEACHING:
12_83'WIDE x 51' LONG x 2' DEEP
BOTTOM AREA= 654 S.F.
SIDEWALL AREA= 255 S.F. TOTAL= 909 S.F.
LOADING RATE = 0.74 GPD/SF
FLOW PROVIDED: 672 GPD > 671 GPD
I
20.0'_
EXISTING 20' WTD£
WATER MAIN EASEMENT
W W APPROX. EX 6" WATER MAIN
1 W
JJ31 HUNTERS CIRCLE /
MAP 31 PARCEL 163
PLAN VIEW OF DUPLEX PUMP SYSTEM
NOT TO
SCALE
21. FINAL PAVEMENT REMOVAL AND REPLACEMENT TO BE
LIBERTY FL50 SERIES
6" WALLS
SUBMERSIBLE
GRD.
EFFLUENT PUMP
MANHOLE TO WITH
SECURABLE CAST
IRON FRAME & W
W/LIFTING CHAIN
0
(TYP.)
z
-CIN')
�2" FORCE M
m
a
16
PRE -CAST
GW. EL. NONE TO 7.0
OPENING W/ 30" x 48"
19. CONTRACTOR TO COORDINATE WITH OWNER ON
SECURABLE ALUMINUM
O2"
-
VALVE i
ACCESS HATCH
(H-20 LOAD RATED)
W/COMPRESSION
)
30"
FITTINGS
LOAMYPSAND
(TYP.)
TEMPORARY SHUTDOWNS,
10YR 3/2 0
Bw
STAINLESS STEEL
16 115.7
GUIDE RAILS
NOTES:
(TYP-)
1. GUIDE RAILS AND ASSOCIATED
APPURTENANCES TO BE PER
MANUFACTURERS SPECS.
Prepared By:
2. GATE VALVES TO BE LOCATED
AS TO BE ACCESSIBLE.
l
o`
SITE 70RIFS5
BUILDING ELEVA7/0N AVD88)
•�,. /j/ � EXISTING PAVED PARKING LOT
T SILT SACK SEDIMENT TRAP (TYP.)
(SEE DETAIL)
DRIJEWPV ® EXISTI G EDGE F PAVE ENT TY .
EX15111�G GRP�L -ro.
349.09' 15`
S 02' W ..� J r-
- OHW OHW O ' OHW omw-e_
1517-1541
FREEZER MAP 31 PARCEL 138.1
TYPICAL TRENCH REPAIR & INFRARED SEAL DETAIL
NOT TO SCALE
SAWCUT AND REPAIR WITH FINAL PAVING EXTENTS & METHOD
INFARED SEAL. OF INSTALLATION AS DIRECTED
12" MIN,
INFARED SEAL- 1 I ;_ J 1 _
Ii�
SALVAGE CONDITION: �� TRENCH RESTORATION:
_i
o:
EXISTING BITUMINOUS r
a MATCH EXISTING TOP
CONCRETE TOP COURSE T w COURSE, BINDER COURSE.
=I 11EXISTING BITUMINOUS >
F
CONCRETE BINDER COURSE a
z
6" MIN. OF PROCESSED
EXISTING ROADWAY SUB -BASE GRAVEL PER MHD M2.01.7
IS NOT TO BE DISTURBED
OR MATCH EXISTING
LIMITS OF THICKNESS
EXCAVATION
SILT SACK DETAIL
NOT TO SCALE
GRATE
INSTALLATION:
REMOVE THE GRATE FROM CATCH BASIN. IF IRISH LIFT STRAPS
USING OPTIONAL OIL ABSORBENTS; PLACE
ABSORBENT PILLOW IN UNIT, STAND THE
GRATE ON END. MOVE THE TOP LIFTING
STRAPS OUT OF THE WAY AND PLACE THE
GRATE INTO THE DANDY BAG IISO THAT DANDY BAG II"
THE GRATE IS BELOW THE TOP STRAPS AND STANDARD FABRIC IS AN
ABOVE THE LOWER STRAPS. HOLDING THE ORANGE WOVEN
LIFTING DEVICES, INSERT THE GRATE INTO
THE INLET. MONOFILAMENT
MAINTENANCE: DUMPING STRAP ALLOWS
FOR EASY REMOVAL OF
REMOVE ALL ACCUMULATED SEDIMENT AND CONTENTS
DEBRIS FROM VICINITY OF UNIT AFTER EACH
STORM EVENT. AFTER EACH STORM EVENT
AND AT REGULAR: INTERVALS, L00rC INTO THE
DANDY BAG 11'. IF THE CONTAINMENT AREA
IS MORE THAN j FULL OF SEDIMENT, THE
UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT
THE UNIT OUT OF THE INET USING THE
LIFTING STRAPS AND REMOVE THE GRATE. IF
USING OPTIONAL OIL ABSORBENTS; REPLACE DANDY BAG II'
ABSORBENT WHEN NEAR SATURATION.
INSTALLATION AND MAINTENANCE
GUIDELINES
SLAB =15.9_ BUILDING _-PROPOSED VENT WITH
24" DIA. SECURABLE SECURABLE CAST IRON MIN. 2% SLOPECHARCOAL FILTER
10' MIN. 24" DIA. SECURABLE 24" DIA, SECURABLE CAST C.I. FRAME & COVER 30" x 48" SECURABLE, SEALED INSULATE IF LESS THAN D -BOX FRAME &COVER OVER S.A.S. w
CAST IRON COVER TO IRON COVER TO GRADE( TO GRADE ALUMINUM ACCESS 4' OF COVER TO GRADE n
GRADE MARKED "ZABEL HATCH TO GRADE (RISER REQUIRED) w
W w (H-20 LOAD RATED) 10' MIN.
F.G.=15.7+
[FG.=16.0+ - 15.71 F.G.=16.1± F.G.=17.0+ t0 15.9E
F.G. =15.9+ - 15.7+
D -BOX RISER
12" MIN. 12" MIN JUNCTION E (CONCRETE) ! 20" 12" MIN.
*CONTRACTOR TO
13.9771 36' MAX. 36 MAX. FIRST 2' SET LEVEL j RISER 36" MAX.
13.3 BOX INLET TEE TEE 4" SCH. 40 P.V.C. FILTER FABRIC TOP = 14.90
CONFIRM EXISTING 4' C.I. BUILDING SEWER 0 0 0 0 0
4" SCH. 40 P.V.C. 40 P S=1.00% MIN. °,°0 3/4" TO 1 1/2" DOUBLE
INVERT ELEVATION 1LIQUID LEVELS STORAGE = 402 GAL/VF GATE 2" SCH•
5=2.00% MIN. __
PRIOR TO 10" MIN. VALVES o° 0 C3 0 oo°° WASHED STONE
CONSTRUCTION. ALERT INV.= INV.=12.25 1,458 CA 5'
MIN INV.= 12' 1.00% MIN. 0• EMERGENCY STORAGE: INV.= 14.30 "" INV.= 14.13 INV.= 13.60 ;•P° o°•°° 0 0 0 - - P� % 00°
DESIGN ENGINEER TO 00 Marv. 872 GAL INV.= 11.65 I ° BOT.=111,80
ANY DISCREPANCIES. 5' MIN. j " 5.0' �� 5.0'
4" DIA. INVERTED U 823 INV.= 11.90 R = WEEP HOLE 6" COMPACTED STONE 40' 4.83' 4.0'
OVERDIG OVERDIG
CONNECTION PIPE GAL LEAD ON = 8.98 6 COMPRESSION FITTINGS BASE ON COMPACTED 12.83
FOR EASY DISCONNECT SUBGRADE
PUMP OFF = 8,65 4" CHECK VALVE PROPOSED SOIL ABSORPTION SYSTEM ENGINEER TO INSPECT
ON COMPACTED SUBGRADE6" COMPACTED STONE E�� ° ° ° ° ° ° ° ° Al 00 STAINLESS STEEL CHAIN OR PROPOSED DISTRIBUTION BOX (5) - 500 GALLON CONCRETE EXCAVATION AT TIME OF
5' MIN:
NOTES: ZABEL, FILTER FLOOR = 7.65 12° CABLE ANCHORED TO LID OR LEACHING CHAMBERS INSTALLATION TO CONFIRM
{{ I W SUPPORT LEG RISER W S.S. HARDWARE PRE -CAST WATERTIGHT [GROUNDWATER SEPARATION
1.) ALL COMPONENTS TO BE MARKED WITH �6'-6"-�I �3-B"-moi / o,° 000 0,0 0a, o,° a,° 0.° 000 0,0 000 0.° 0o° oo° o.° / H-20 LOAD RATED (4.8'W x 8.5'L x 24" INVERT)
MAGNETIC TAPE PRIOR TO BACKFILLING. (SEE MANF. INST.) STAINLESS STEEL GUIDE RAILS
PROPOSED 2,500 GALLON PRE -CAST ; ?y�y� yy� f ;�� 12" MIN. INSIDE DIM. TOTAL EFFECTIVE LEACHING AREA:
2.) ALL SYSTEM COMPONENTS WITHIN 10 FEET OF TWO COMPARTMENT LIBERTY FL50 PUMP (DUPLEX) 6" MIN. SUMP 12.83' WIDE x 51' LONG x 2' DEEP _ NO WATER TO EL.6.8+
500 GALLON PRE -CAST
FOUNDATION ARE TO BE INSTALLED BY A SEPTIC TANK -WATERTIGHT 6" COMPACTED STONE PROPOSED 1,(H-ZO LOAD RATED '
LICENSED PLUMBER. H-20 LOAD RATED BASE ON COMPACTED PUMP CHAMBER
TANK TO BE EMBOSSED WITH SUBGRADE (TYP.) TANK - WATERTIGHT (�
3.) ALL SYSTEM COMPONENTS TO BE WITHIN 36" ASTM STANDARD C 1227-93 SEAL (H-20 LOADING) NOTE:
DESIGN ENGINEER SHALL INSPECT &CERTIFY THE
OF FINISHED GRADE UNLESS OTHERWISE I TANK TO BE EMBOSSED WITH
NOTED. ASTM STANDARD C 1227-93 SEAL `INSTALLATION OF ALL SEPTIC COMPONENTS &MATERIALS
p 13AS!NS ` ^i
CIVIL
NO. 47797 Q
Notes
1. BENCHMARK: ELEVATION = 15.93ELEVATION = 15.93 (NAV'D88)
BUILDING SLAB AT THRESHOLD
CONTROL TO BE 2. ALL CONSTRUCTION METHODS AND MATERIALS TO
AROUND ANY CONFORM TO TITLE 5 AND THE TOWN OF YARMOUTH
BOARD OF HEALTH REGULATIONS.
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER
TO LOCATE THEM ONCE BURIED.
4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE
MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE
DESIGN ENGINEER AND BOARD OF HEALTH.
5. ALL JOINTS AND COVERS TO BE WATERTIGHT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION OF ANY EXISTING
UTILITIES.
7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED
PRIOR TO BACKFILLING SYSTEM.
8. OWNER/APPLICANT:
511 MAIN STREET TRUST
ARTHUR N. LUKE, Trustee
SONJA V. LUKE, Trustee
511 MAIN STREET
WEST YARMOUTH, MA 02673
9. DEED REFERENCE: Deed Cert: 115651
10. PLAN REFERENCE: L.C. Plan: 33853-8 (LOT 1)
11. THE DESIGN IS INTENDED TO MEET TITLE 5 AND OTHER
APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT
GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS
DESIGNED, NOR DOES THIS PLAN GUARANTEE THE
OPERATION OF THE SYSTEM.
12. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE
WITH A GARBAGE GRINDER.
13. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP
THE SEPTIC TANK AT LEAST ONCE EVERY THREE
YEARS.
1 14. LOCUS DOES NOT FALL WITHIN A WELLHEAD
_l ��P�tH Of Mqy c PROTECTION AREA.
OHW
} p ALAN M R!'� 15. LOCUS DOES NOT FALL WITHIN AN NHESP ESTIMATED
GRADY 7h HABITAT OF RARE WILDLIFE AND PRIORITY HABITAT OF
RARE SPECIES. PROJECT IS EXEMPT.
No 37732
1
PROPOSED 2 -WAY CLEANOUT (TYP.)
10' MIN. (SLAB FNDTN.)
21. FINAL PAVEMENT REMOVAL AND REPLACEMENT TO BE
INSPECTION/ACCESS
SAND SAND
(LOCATE IN WATERGATE BOX TO GRADE) -
SEE PLAN FOR LOCATIONS
GRD.
EXTERNAL ALARM/CONTROL PANEL
(BY OTHERS)
MANHOLE TO WITH
SECURABLE CAST
IRON FRAME & W
10' MIN.
i
TO BE PLACED ON EXTERIOR WALL OF
z
COVER TO GRADE 1
SLAB =15.9_ BUILDING _-PROPOSED VENT WITH
24" DIA. SECURABLE SECURABLE CAST IRON MIN. 2% SLOPECHARCOAL FILTER
10' MIN. 24" DIA. SECURABLE 24" DIA, SECURABLE CAST C.I. FRAME & COVER 30" x 48" SECURABLE, SEALED INSULATE IF LESS THAN D -BOX FRAME &COVER OVER S.A.S. w
CAST IRON COVER TO IRON COVER TO GRADE( TO GRADE ALUMINUM ACCESS 4' OF COVER TO GRADE n
GRADE MARKED "ZABEL HATCH TO GRADE (RISER REQUIRED) w
W w (H-20 LOAD RATED) 10' MIN.
F.G.=15.7+
[FG.=16.0+ - 15.71 F.G.=16.1± F.G.=17.0+ t0 15.9E
F.G. =15.9+ - 15.7+
D -BOX RISER
12" MIN. 12" MIN JUNCTION E (CONCRETE) ! 20" 12" MIN.
*CONTRACTOR TO
13.9771 36' MAX. 36 MAX. FIRST 2' SET LEVEL j RISER 36" MAX.
13.3 BOX INLET TEE TEE 4" SCH. 40 P.V.C. FILTER FABRIC TOP = 14.90
CONFIRM EXISTING 4' C.I. BUILDING SEWER 0 0 0 0 0
4" SCH. 40 P.V.C. 40 P S=1.00% MIN. °,°0 3/4" TO 1 1/2" DOUBLE
INVERT ELEVATION 1LIQUID LEVELS STORAGE = 402 GAL/VF GATE 2" SCH•
5=2.00% MIN. __
PRIOR TO 10" MIN. VALVES o° 0 C3 0 oo°° WASHED STONE
CONSTRUCTION. ALERT INV.= INV.=12.25 1,458 CA 5'
MIN INV.= 12' 1.00% MIN. 0• EMERGENCY STORAGE: INV.= 14.30 "" INV.= 14.13 INV.= 13.60 ;•P° o°•°° 0 0 0 - - P� % 00°
DESIGN ENGINEER TO 00 Marv. 872 GAL INV.= 11.65 I ° BOT.=111,80
ANY DISCREPANCIES. 5' MIN. j " 5.0' �� 5.0'
4" DIA. INVERTED U 823 INV.= 11.90 R = WEEP HOLE 6" COMPACTED STONE 40' 4.83' 4.0'
OVERDIG OVERDIG
CONNECTION PIPE GAL LEAD ON = 8.98 6 COMPRESSION FITTINGS BASE ON COMPACTED 12.83
FOR EASY DISCONNECT SUBGRADE
PUMP OFF = 8,65 4" CHECK VALVE PROPOSED SOIL ABSORPTION SYSTEM ENGINEER TO INSPECT
ON COMPACTED SUBGRADE6" COMPACTED STONE E�� ° ° ° ° ° ° ° ° Al 00 STAINLESS STEEL CHAIN OR PROPOSED DISTRIBUTION BOX (5) - 500 GALLON CONCRETE EXCAVATION AT TIME OF
5' MIN:
NOTES: ZABEL, FILTER FLOOR = 7.65 12° CABLE ANCHORED TO LID OR LEACHING CHAMBERS INSTALLATION TO CONFIRM
{{ I W SUPPORT LEG RISER W S.S. HARDWARE PRE -CAST WATERTIGHT [GROUNDWATER SEPARATION
1.) ALL COMPONENTS TO BE MARKED WITH �6'-6"-�I �3-B"-moi / o,° 000 0,0 0a, o,° a,° 0.° 000 0,0 000 0.° 0o° oo° o.° / H-20 LOAD RATED (4.8'W x 8.5'L x 24" INVERT)
MAGNETIC TAPE PRIOR TO BACKFILLING. (SEE MANF. INST.) STAINLESS STEEL GUIDE RAILS
PROPOSED 2,500 GALLON PRE -CAST ; ?y�y� yy� f ;�� 12" MIN. INSIDE DIM. TOTAL EFFECTIVE LEACHING AREA:
2.) ALL SYSTEM COMPONENTS WITHIN 10 FEET OF TWO COMPARTMENT LIBERTY FL50 PUMP (DUPLEX) 6" MIN. SUMP 12.83' WIDE x 51' LONG x 2' DEEP _ NO WATER TO EL.6.8+
500 GALLON PRE -CAST
FOUNDATION ARE TO BE INSTALLED BY A SEPTIC TANK -WATERTIGHT 6" COMPACTED STONE PROPOSED 1,(H-ZO LOAD RATED '
LICENSED PLUMBER. H-20 LOAD RATED BASE ON COMPACTED PUMP CHAMBER
TANK TO BE EMBOSSED WITH SUBGRADE (TYP.) TANK - WATERTIGHT (�
3.) ALL SYSTEM COMPONENTS TO BE WITHIN 36" ASTM STANDARD C 1227-93 SEAL (H-20 LOADING) NOTE:
DESIGN ENGINEER SHALL INSPECT &CERTIFY THE
OF FINISHED GRADE UNLESS OTHERWISE I TANK TO BE EMBOSSED WITH
NOTED. ASTM STANDARD C 1227-93 SEAL `INSTALLATION OF ALL SEPTIC COMPONENTS &MATERIALS
p 13AS!NS ` ^i
CIVIL
NO. 47797 Q
Notes
1. BENCHMARK: ELEVATION = 15.93ELEVATION = 15.93 (NAV'D88)
BUILDING SLAB AT THRESHOLD
CONTROL TO BE 2. ALL CONSTRUCTION METHODS AND MATERIALS TO
AROUND ANY CONFORM TO TITLE 5 AND THE TOWN OF YARMOUTH
BOARD OF HEALTH REGULATIONS.
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER
TO LOCATE THEM ONCE BURIED.
4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE
MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE
DESIGN ENGINEER AND BOARD OF HEALTH.
5. ALL JOINTS AND COVERS TO BE WATERTIGHT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION OF ANY EXISTING
UTILITIES.
7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED
PRIOR TO BACKFILLING SYSTEM.
8. OWNER/APPLICANT:
511 MAIN STREET TRUST
ARTHUR N. LUKE, Trustee
SONJA V. LUKE, Trustee
511 MAIN STREET
WEST YARMOUTH, MA 02673
9. DEED REFERENCE: Deed Cert: 115651
10. PLAN REFERENCE: L.C. Plan: 33853-8 (LOT 1)
11. THE DESIGN IS INTENDED TO MEET TITLE 5 AND OTHER
APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT
GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS
DESIGNED, NOR DOES THIS PLAN GUARANTEE THE
OPERATION OF THE SYSTEM.
12. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE
WITH A GARBAGE GRINDER.
13. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP
THE SEPTIC TANK AT LEAST ONCE EVERY THREE
YEARS.
1 14. LOCUS DOES NOT FALL WITHIN A WELLHEAD
_l ��P�tH Of Mqy c PROTECTION AREA.
OHW
} p ALAN M R!'� 15. LOCUS DOES NOT FALL WITHIN AN NHESP ESTIMATED
GRADY 7h HABITAT OF RARE WILDLIFE AND PRIORITY HABITAT OF
RARE SPECIES. PROJECT IS EXEMPT.
No 37732
1
16. LOCUS DOES NOT WITHIN A SPECIAL FLOOD HAZARD
ZONE AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP No. 25001C -0588-J dated 07/16/2014.
17. SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION
MAY DIFFER FROM THE PREVIOUSLY OBSERVED
CONDITIONS AT THE TEST PITS. ADDITIONAL REMOVAL
AND REPLACEMENT OF SOIL MAY BE REQUIRED IF
UNDESIRABLE CONDITIONS ARE ENCOUNTERED, THE
DESIGN ENGINEER SHALL BE CONSULTED IF SUCH
SOIL LOGS
21. FINAL PAVEMENT REMOVAL AND REPLACEMENT TO BE
TP NO. 1
SAND SAND
SUCH CONDITIONS ARE FOUND.
GRD.
EL. 16.8
2.5Y 6/4 2.5Y 6/4
GW. EL. NONE TO 8.5
TP NO. 2
0"
GRD. EL. 17.0
16
AND RESPECTIVE UTILITY COMPANIES.
GW. EL. NONE TO 7.0
p
LOAMY SAND
19. CONTRACTOR TO COORDINATE WITH OWNER ON
8 0" 17.0
10YR 3/2
A r
120" I' 6.8 120" 7.0
161,15
LOAMYPSAND
TEMPORARY SHUTDOWNS,
10YR 3/2 0
Bw
16 115.7
LOAMY SAND
,5
REPRESENTED ON THESE PLANS IS BASED UPON PLANS
10YR 5/8
Prepared By:
AND INFORMATION PROVIDED BY THE RESPECTIVE
36"
13
° 9
oFESs�a�
D f
16. LOCUS DOES NOT WITHIN A SPECIAL FLOOD HAZARD
ZONE AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP No. 25001C -0588-J dated 07/16/2014.
17. SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION
MAY DIFFER FROM THE PREVIOUSLY OBSERVED
CONDITIONS AT THE TEST PITS. ADDITIONAL REMOVAL
AND REPLACEMENT OF SOIL MAY BE REQUIRED IF
UNDESIRABLE CONDITIONS ARE ENCOUNTERED, THE
DESIGN ENGINEER SHALL BE CONSULTED IF SUCH
SOIL LOGS
21. FINAL PAVEMENT REMOVAL AND REPLACEMENT TO BE
SAND SAND
SUCH CONDITIONS ARE FOUND.
FIELD COORDINATED BY CONTRACTOR.
2.5Y 6/4 2.5Y 6/4
18. CONTRACTOR TO COORDINATE ANY REQUIRED UTILITY
TP NO. 2
CONNECTIONS (WATER, GAS, ELECTRIC) WITH OWNER
GRD. EL. 17.0
AND RESPECTIVE UTILITY COMPANIES.
GW. EL. NONE TO 7.0
LICENSED ELECTRICIAN UNDER AN APPROVED
19. CONTRACTOR TO COORDINATE WITH OWNER ON
8 0" 17.0
MAINTAINING ACCESS TO THE SITE DURING
A r
120" I' 6.8 120" 7.0
CONSTRUCTION. CONTRACTOR TO COORDINATE ANY
LOAMYPSAND
TEMPORARY SHUTDOWNS,
10YR 3/2 0
16 115.7
20. THE LOCATION OF UNDERGROUND UTILITIES AS
,5
REPRESENTED ON THESE PLANS IS BASED UPON PLANS
o_
Prepared By:
AND INFORMATION PROVIDED BY THE RESPECTIVE
Bw
UTILITY COMPANIES AND MUNICIPAL DEPARTMENTS
LOAMY SAND
DA SE PERFORMED: SEPTEMBER 16, 2021
SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER
10YR 5/8 t-
POSSIBLE. NO WARRANTY IS MADE AS TO THE
V)
ACCURACY OF THESE LOCATIONS OR THAT ALL
8 36" 14,0
UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR
PERC. RATE: <2 MINUTES/INCH
SHALL CONTACT DIG SAFE AT LEAST 72 HOURS PRIOR
TO THE START OF CONSTRUCTION. DIG SAFE
49 HERRING POND ROAD 19 OLD SOUTH ROAD
TELEPHONE NUMBER IS 1-800-322-4844.
C C
MED -FINE MED -FINE
21. FINAL PAVEMENT REMOVAL AND REPLACEMENT TO BE
SAND SAND
FIELD COORDINATED BY CONTRACTOR.
2.5Y 6/4 2.5Y 6/4
)22. ELECTRICAL WORK SHALL BE PERFORMED BY A
LICENSED ELECTRICIAN UNDER AN APPROVED
ELECTRICAL PERMIT.
120" I' 6.8 120" 7.0
NO MOTTLES NO MOTTLES
NO WATER NO WATER
I
Prepared By:
DA SE PERFORMED: SEPTEMBER 16, 2021
SO4 EVALUATOR: ROBERT DEWAR, E.I.T, S.E. #14230
WITNIESSED BY: PHIL RENAUD, B.O.H. INSPECTOR
e
PERC. RATE: <2 MINUTES/INCH
SO111 CLASS: CLASS 1
49 HERRING POND ROAD 19 OLD SOUTH ROAD
BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554
MA)f. GROUND WATER ELEV.: NONE to 6.8
METHOD OF DETERMINATION: NO MOTTLES OR WEEPING
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PROPOSED SUBSURFACE SEWAGE
i
EXCAVATION NOTE
DISPOSAL PLAN
ES THE EXCAVATION OF ALL
S SYSTEM RSPOILED
UNSUITABLE AND/OR SOIL (FROM EXISTING
IN YARMOUTH, MA
LEACH PITS) WITHIN 5' HORIZONTALLY OF THE SOIL
ABSORPTION SYSTEM. SOIL SHALL BE EXCAVATEDTO
Prepared For:
THE EXISTING C SAND LAYER (APPROX. 36").
511 MAIN STREET TRUST
UNSUITABLE AND/OR SPOIED SOIL IS TO BE
REPLACED WITH SAND CONFORMING TO 310 CMR
SECTION 15.255, CONSTRUCTION IN FILL. CONTRACTOR
#511 ROUTE 28
IS RESPONSIBLE TO PROVIDE ENGINEER WITH SIEVE
ANALYSIS OF REPLACEMENT MATE R T6 _--
MAP 31 PARCEL 139
INSTALLATION. �5 14rrU
1
�2/07/20211 REVISED PER B.O.H. REVIEW COMMENTS RED
Date I Revision Description By
r I PNo.
Date:
Drawn:
Checked:
Sheet:
HEALTH DEPT,
NOVEMBER 17, 2021
RED/BEI
ZLB/AMG
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