HomeMy WebLinkAbout5153 511 Route 28 Proposed Sewage Disposal Plan 11.17.21OHW 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
COMPONENTSfSPRINIGERROAD $ (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 POLESE
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 SASELACEFLawFloI )
LOCATION- PR. ALARM
PANELJ 20& 22 (FINAL LOCATION TO BE DETERMINED
z WAREHOUSESPACEEXISTINGOFFIE
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 \ waTm2 -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
ImJ/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.) zCIN') 2" FORCE
Mm
a16PRE -
CAST GW. EL. NONE TO 7.
0 OPENING W/ 30" x
48" 19. CONTRACTOR TO COORDINATE WITH OWNER
ON SECURABLE ALUMINUM O2" VALVEiACCESS
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` SITE70RIFS5
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. I11EXISTINGBITUMINOUS >
F CONCRETE BINDER COURSEa
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 ISANABOVETHELOWERSTRAPS. HOLDING THE ORANGEWOVENLIFTINGDEVICES, 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 BAGII' ABSORBENT WHEN NEAR
SATURATION. INSTALLATION AND
MAINTENANCE
GUIDELINES SLAB =15.9_ BUILDING _-PROPOSED VENTWITH24" 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 0 004" 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
DISCONNECTSUBGRADEPUMPOFF = 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 TIMEOF5'
MIN: NOTES: ZABEL, FILTER FLOOR = 7.65 12° CABLE ANCHORED TO LID OR LEACHING CHAMBERS INSTALLATION TOCONFIRMIWSUPPORTLEGRISERWS.S. HARDWARE PRE -CAST WATERTIGHT [GROUNDWATERSEPARATION1.) 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 GUIDERAILSPROPOSED2,500 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. No37732
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 GRADE1SLAB =15.9_ BUILDING _-PROPOSED VENTWITH24" 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 0 004" 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
DISCONNECTSUBGRADEPUMPOFF = 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 TIMEOF5'
MIN: NOTES: ZABEL, FILTER FLOOR = 7.65 12° CABLE ANCHORED TO LID OR LEACHING CHAMBERS INSTALLATION TOCONFIRMIWSUPPORTLEGRISERWS.S. HARDWARE PRE -CAST WATERTIGHT [GROUNDWATERSEPARATION1.) 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 GUIDERAILSPROPOSED2,500 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. No37732 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 IFSUCHSOIL
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"
139 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 IFSUCHSOIL
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 IDENTIFICATIONWHEREVER10YR5/8 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, MA02554MA)f. GROUND WATER ELEV.: NONE to 6.
8 METHOD OF DETERMINATION: NO MOTTLES OR WEEPING tel) 508.833.0070 (tel) 508.325.
0044 fax) 508.833.2282 www.brackeneng.
com PROPOSED SUBSURFACESEWAGE
i EXCAVATION
NOTE DISPOSAL
PLAN ES THE EXCAVATION OFALLSSYSTEMRSPOILEDUNSUITABLEAND/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 STREETTRUSTUNSUITABLEAND/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 DescriptionByrI
PNo. Date: Drawn: Checked:
Sheet: HEALTH DEPT, NOVEMBER 17, 2021 RED/BEI ZLB/AMG 1 of