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HomeMy WebLinkAbout83-1944F3 N O 3 .1 .J 2 d a O ti 17 0 m S o 3 E+ In n PM O c O 3 O m LU o r1J »,C3 RJ �f C. .A 111 T 1= N N N j 3 g. N �m �SC d4-1� '3 _j1_� ll ooc _ Co OE 1' 11 NOTICUBLICE LEGAL NOTICE - -TOWN YARMOUTH plan 3..5 app ��ed plan mC /(zc� F3 N O 3 .1 .J 2 d a O ti 17 0 m S o 3 E+ In n PM O c O 3 O m LU o r1J »,C3 RJ �f C. .A 111 T 1= N N N j 3 g. N �m �SC d4-1� '3 _j1_� ll HEARINGS 111150UTLEGAL _ 11 NOTICUBLICE LEGAL NOTICE - -TOWN YARMOUTH �•�' S —\�C`O n�, y ,�.��y> ��p�.n Q$ Q ���'� �\�� CONSERVATION COMMISSION The Yarmouth Conservation Commission will conduct hear- .ne,V�S�G 0 C'.) W ae'riPj 9�4�1� public Wet lands Act, to Chapter MassachuM, c N)(D�- a Section and the Town of Yarmouth Weiland r y5a20 Chapter arm th November 15, 2012 at the Yarmouth �� 1G� OYt' l O�� �V`` \`ri� �m; + Yawn Offices, begs Route 28, South Yarmouth, in beginning at 7:00 p.m. for the following matters: b / � tp 11C G1 �mmwF°nm �✓12'�CC)ri C m a Notice of Intent: Garry Grasso, 56 Third _ 1 1 ('e COCCI 1 `M Cj (Y S 1 }Q- W- nC11—U j Ct 'n S-� fV C4'o ,+ Avenue (Map 21 Cot 5) & 7 Third Avenue (Map 29 Laz 114) West Yarmouth, Propose to raze and rePtace e single family dwelling and construct a CC) - garage with associated tldvewa , walk- way, porch deck, mitigation p�antings a0c0a- om 3d N O 3 wit m a bufler zone. m Qua`= -m Plans and applications for the above may be examined in the Yarmouth �mmn�'n - D Conservation Commission Office, 1146 Route 28, South Yarmouth, MA. yid Monday thru Fridayy between the hours of 8:45 a.m. and 4:00 P.M. a 0 Ed Hoopes, Chairman Yarmouth Conservation Commission z3 AD02846657 The Register 1118/12 F3 N O 3 .1 .J 2 d a O ti 17 0 m S o 3 E+ In n PM O c O 3 O m LU o r1J »,C3 RJ �f C. .A 111 T 1= N N N j 3 g. N _ Z 0 C'.) W m O 0n X533 c N)(D�- a SNti �G AV �mmwF°nm 3 C m a ya�m�" .. c° CC) a0c0a- om 3d N O 3 m Qua`= -m �mmn�'n D yid a 0 z3 a < T_ m UI N v P1 b N Q 3 O a m ry 1 TH/RD ROAD PLAN NOTES: THIS LANDSCAPE PLAN IS BASED UPON PLANS BY OTHERS, TAPE MEASURING ON SITE, AND NOT FROM INSTRUMENT SURVEY. THIS PLAN IS SOLELY FOR THE PURPOSE OF LANDSCAPE PLANNING AND SHOULD NOT BE USED FOR ANY OTHER PURPOSE. LOT LINES ARE APPROXIMATE. 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. GENERAL PLANTING NOTES 1) ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO INSTALLATION. 2) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL IF WET SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND. 3) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL PLANTS. 4) ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD SHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED BY A TREE OF SIMILAR SIZE AND SPECIES AT THE EXPENSE OF THE CONTRACTOR. 5) ALL PLANTING BEDS SHALL RECEIVE 2" OF SHREDDED PINE BARK. I 1 / / PLANTING SCHEDUJE SYMBOL PLANT NAME SIZE QUANT. PLANTING SCiF-1111 E SAL NA MARCUS' #1 17 PURPLE MEADOW SAGE PLANT NAME SIZE QUANT. H£MEROCALLIS ROSEY RETURNS' REPEAT PINK DAYLILY #1 18 �T LOW BLUE CATMINT 'WALKERS #1 20 NEPETA FAASSENN/ LOW po PINK SHRUB ROSE 9 �l ROSA 19OUBLE PINK KNOCKOUT" LIGUS7RUM OVAL/FOLIUM 4/5 15 CALIFORNIA PRIVET BEACH PLUM #5 4 LEUCANIHLMUM BECKY SHASTA DAISY #1 15 SILVER KING EUONYMUS EUONYMUS SlL VER KING' 9 LEX RNKBERRY�, #7 3 4 SHAMROCK VENICE DWARF HYDRANGEA MYRICA PENSYL VAN/CA 6 HYDRANGEA LYTYLINE VENICE #3 0 0 ENDLESS SUMMER HYDRANGEA #7 21 HMRANGEA ENDLESS SUMMER,. SHAMROCK INKBERRY #5 4 MISCANTHUS S WOPNING LIGHT MORNING LIGHT MAIDEN GRASS #5 7 0 ILEX M£SSERVEAE BLUE PRINCESS' ����ff// BLUE PRINCESS HOLLY f K417111GATION PLANTING SCiF-1111 E SYMBOL PLANT NAME SIZE QUANT. SWEET FERN COMPION/A PEREGR/NA #2 6 / BEACH PLUM #5 4 PRUNUS MARI77MA NORTHERN BAYBERRY #3 4 / MYRICA PENSYL VAN/CA SHAMROCK INKBERRY #5 4 / Nv1 ILEX GLABRA / o WITCH HAZEL HAMAMELIS KRC/N/ANA #3 3 / I/ rr II� ` V \ \ \ \ \ I CONCRETE \ /I WF • \ \ \ \ \ BOUND FOUND CONCRETE \ \ I AND HELD #3 NFOUND AND HELD \\ 10 -� \ 1 LANDSCAPE PLAN PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT GRASSO RESIDENCE UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD #56 TH I RD ROAD WEST YARMOUTH, MA TOP OF EXCAVATE SUBSOIL ROOTBALL AS REQUIRED TO DATE: JULY 29, 2015 SHALLBE EVEN PLACE ROOTBALL WITH FINISHED TO PROPER GRADE —\ ELEVATION. PLACE I2" FINELY SHRED DED\ ROOTBALL yIINBi BARK MULCH CREATE TROUGH 2" BARK MULC DIRECTLY ON Sca1e:1"= 10 8" SOIL MIX UNLESS NOTED OTHERWISE FOR WATERING DIRECTLY OVER TAMP SOIL AROUND PLANT HOLE SUBSOIL ROOTS FOR SUPPORT EXC VATETER 3 O E R ���0li1IIIfIL//i0 5 10 15 20 25 FEET DIA�11HU T IIII—II I INTI II 1111111_ THAN V��PS Wl SCR Crp�ji� O _ ROOTBALL. E ;_ III' 1 III II I IIL I I BACKFILL HOLE P0441 1u cul "' I�In�I I�I iT� (SEE bUIL PEC) REMOVE FROM CONTAINER — WITH PLANTING _ * { UNDISTURBED OR COMPACTED LOOSEN ROOT MASS SOIL MIX AS * ~ ILII—II III F -II II II Ik�lf-ill II—i II—II - t/�%1 U. �I T ITI_ ISI _IF�IIF I If-L~I�1-7 I� IF COMPACTED � �3 �VV/��/�vv%JJJJ 18'Irll' VIII_. SII— 1�111_III II�I�II��IF�F SUBGRADE MATERIAL SPECIFIED D E $ I G N G R O U P X11 1llIr� iul n uuil III�III ilrilll 2X X X X �lKz 12� ^ LANDSCAPE ARCHITECTURE SUB PLANTING % ARB PERENNIAL HRss sr CK LANE PHONE: 508-362-8174 GROUNDCOVER AND SHRUB PLANTING DETAIL /�=-�'�'•''' � u NOT TO SCALE NOT To SCALE ANDREW R. GARULAY, RLA YARMOUTH PORT, MA A@YPORTDESIGN.COM L1 SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP -1 GRD. EL. 18.3 SHGW EL. 6.9 EL 17.7 EL 15.3 EL 13.6 EL 9.5 TEST PIT TP -2 GRD. EL. 19.3 SHGW EL. N/A AP AP .LOAMY SAND LOAMY SAND 10YR 3/2 10YR 3/2 Bw Bw LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 Cl Cl COARSE SAND COARSE SAND & GRAVEL &GRAVEL 2.5Y 6/3 2.5Y 6/3 C2 C2 MEDIUM SAND MEDIUM SAND 2.5Y 7/3 2.5Y 7/3 EL 6.9 NO G.WATER 137" EL 9.8 NO G.WATER I, BRIAN YERGATIAN, P.E. WAS CERTIFIED AS A MASSACHUSETTS LICENSED SOIL EVALUATOR ON OCTOBER 24, 2005 VARIANCES REQUESTED TOWN OF YARMOUTH TO ALLOW THE TOP OF FOUNDATION TO MATCH THE EXISTING TOP OF FOUNDATION AND BE 0.6' ABOVE THE HIGH POINT IN THE ROAD IN LI T EL 18.6 36" EL 16.4 56' 106'EL 11.8. EU OF THE 2' REQUIRED. NOT TO z• wAus 9 -1/2- 2 - r.•T<a.T ONSITE.. SOIL EVALUATION 'DATE: MAY 31, 2012 TEST BY: BSC GROUP, INC. WITNESSED BY: PHILIP RENAUD PARC. RATE: < 2 MIN./INCH 8" SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. SOIL CLASS: CLASS I LT•A.R•: 0.74 GPD/S.F. 35' vARE A AR RE RO ESTIMATED (NOT OBSERVED) SEASONAL HIGH GROUNDWATER PERCOLATON TEST RANGE 90" UNSUITABLE MATERIALS (TO BE REMOVED) 114' NOTES: , 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 2 FIRST Two FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. UOUID LOCATE DEPTH INLET NOT TO SCALE N4IES: ,. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE 2 SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. NOCKOUTS WITH MORTAR. #60 HARBOR ROAD ASSESSORS MAP 29 PARCEL 112 HDPE RISER INFORMATION. m�z CURRENT OWNER: 3. � 21• REV. WING TRUST LOCUS MAP NOT TO SCALE N OF 6/AS�pyc O O NITROGEN SENSITIVE (5) 5' DIA. 13' KNOCKOUTS i- TITLE REFERENCE: 11-1/2' TYP' - BOTTOM ON LEVEL STABLE BASE 6' MINIMUM PLAN VIEW "C", IN 3/4' TO 1-1/2' 55 ZONE DISTRICT: SECTION lnrw CRUSHED STONE OCTOBER Z3, 2012 ONSITE.. SOIL EVALUATION 'DATE: MAY 31, 2012 TEST BY: BSC GROUP, INC. WITNESSED BY: PHILIP RENAUD PARC. RATE: < 2 MIN./INCH 8" SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. SOIL CLASS: CLASS I LT•A.R•: 0.74 GPD/S.F. 35' vARE A AR RE RO ESTIMATED (NOT OBSERVED) SEASONAL HIGH GROUNDWATER PERCOLATON TEST RANGE 90" UNSUITABLE MATERIALS (TO BE REMOVED) 114' NOTES: , 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 2 FIRST Two FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. UOUID LOCATE DEPTH INLET NOT TO SCALE N4IES: ,. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE 2 SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. NOCKOUTS WITH MORTAR. #60 HARBOR ROAD ASSESSORS MAP 29 PARCEL 112 NOTE: EXISTING LEACHING PRS DEPICTED Hj ON APPROXIMATE PB XiLOGAND eY 1 THE CONTRACTOR DPUMPED, FlL1.ED / CRUSHED IN ACCORDANCE WIT TITLE 5. HIGH POINT \ ELEV. 19.2 � AD Q D NEW GRAVEL � T�I�! � DRIVEWATREE TO BE Y (40' WIDE) EXTENSION REMOVED (TYP.) 1 68.12 \ \ TP -2 \ 77' O!N'I `?g00'OP 1s.967r S.F. TE ASSESSQRS ` MAP 21 PARCEL s _19 FLOOR PLANS SEE ATTACHED ARCHITECTURAL GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHODS AND MATERIA'_S SHALL CONFORM TO 310 CMR 15.000 AND \ YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE THIR#8 ROAD PROPOSED LEACHING FACILITY. ASSESSORS MAP 29 PARCEL 113 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. \ 208,59' J' ATG r4 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF \ p 76p0 �i EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS CONCRETE WFj100 SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. BOUND FOUND FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING BROKEN wtooED A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY \ .. 73\ � � I• WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: WF#101 6e 100% MUST PASS #4 SIEVE • °' � \ \ 1 ` \ � \ 10% MUST PASS #50 SIEVE T 0-20% MUST PASS #100 SIEVE �'FAKEp a � 9 \ _ 0-5% MUST PASS X200 SIEVE SILT FENCE \ \ \ Or) 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. IST) G `.' \ DSD \ \ r CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF t .3 .••.-~%�:. ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL • • �"'` SHED 4- NOTIFY THE ENGINEER IMMEDIATELY. /y,O '/ � 7. THE CONTRACTOR SHALL BE RESPONSIBLE PR PROPERLY COORDINATING THE PROPOSED 22971t�S.F. \ \ \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AVD THE APPLICABLE UTILITY COMPANIES, AND •''"" SHALL COMPLETE THE PROPOSED WORK WITf,OUT ANY INTERRUPTIONS IN SERVICE. TP(,' 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE .CHAPTER 82, SECTION "U 40 (888) 344-7233 A MINIMUM OF 72 HOLIES PRIOR TO THE START OF CONSTRUCTION. \ ..... 9. THIS SYSTEM IS NOT DESIGNED FOR THE. USE OF A GARBAGE GRINDER. INSTALLATION OR USE O 7 � OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). OS \ PROPE� s\ 'PROP. EXISTING� MITIGAnONCOVERED ,1RREA ADDITION 3 -BEDROOM / RES \ \ - - � EXISTI (CRAWL DWELLING PROPOSED �\ ��� 5 1 � � BUFFER ' � �ESSP SPACE) ENTRANCE T.O.F.=19.8 N WOODED ; \1 ,(21\ BUSHES) 's\ •A5 O" WOODED \% SCHEDULE OF ELEVATIONS I IS TOP OF FOUNDATION 19_81 A 73 ,3 $1 \��� � y�•\��/�� �� � O:X CONCR4" INVERT AT BUILDING 15_41 g ,�EBOUNFO DI4" INVERT AT SEPTIC TANK (IN) 15_14 C �NT4�� AND H� / 4" INVERT AT SEPTIC TANK (OUT) 14.85 D ONCREn l " ,,BOUND F7UND BAXTER #185 SL 4" INVERT AT DIST. BOX (IN) 14_61 E �/2 AND HELe ASSESSORS � 4 INVERT AT DIST. BOX (OUT) 14.4E F ' � �. _\'\ 125 g3 • E ` � / ELEVATIONS AT LEACHING FACILITY: BENCHMARK / TOP OF CoN cR� 4" INV. AT LEACHING CHAMBERS 14_35 G (BREAKOUT 15.2) * BOUND ELEv�lss � BOTTOM OF LEACHING CHAMBERS 12_35 H wF/3 \ �,`?\0,1� ESTIMATED SEASONAL HIGH GROUNDWATER 41.28 lq H sa�2800- E (BOTTOM OF TEST PIT) 6_90 J Lgm L RAISE AT LEAST ONE COVER TO WITHIN 3' OF FINISHED GRADE. THE RISER SHA IE 18' HDPE PIPE _...... r CONC. COVER 1 1 1 TEE i UNDER COVER - •1.1••1••I••1.1�1'1 •I •••I • ��• �r��r��r��r��r �r�lY�.�r��': ��'• �r ta. • :• 1�. Iii .NOT TO SCALE r 5' DIA. KNOCKOUT (TYP.) 1-1/2' TAPER HDPE 20' ACCESS COVER TO WITHIN 3 INCHES OF FINISH GRADE 12-36' COVER LOCUS INFORMATION. m�z CURRENT OWNER: THE EDWARD J. PACELU OVERLAY DISTRICT: NONE REV. WING TRUST LOCUS MAP NOT TO SCALE N OF 6/AS�pyc DE) NITROGEN SENSITIVE v CI TITLE REFERENCE: DOC 1138363 ZONE: NOT A ZONE II PLAN REFERENCE: LCP 19724-C, DATED 1957 FEMA FLOOD "C", IN PLAN BOOK 223, PAGE 55 ZONE DISTRICT: DATED7/2/1992 SITE PLAN OCTOBER Z3, 2012 NO. PANEL #250015 0005 D ASSESSORS MAP: 21 29 MINIMUM LOT SIZE: 25,0001 S.F. PARCEL- 5 114 NEW HOUSE 3 4/3/14 DESIGN FLOW EXISTING LOT SIZE: 18,9671 (LOT 43) ZONING DISTRICT: R-25 SETBACKS: FRONT 30' .EXISTING BLD. COVERAGE:. 1,0181 S.F. (5.4% ) SIDE 15 PROPOSED BLD. COVERAGE: 3,1421 S.F. (16.6%) GARY GRASSO REAR 20' WESTBURY, NY 11590 '�"_'BSC GROUP NOTE: EXISTING LEACHING PRS DEPICTED Hj ON APPROXIMATE PB XiLOGAND eY 1 THE CONTRACTOR DPUMPED, FlL1.ED / CRUSHED IN ACCORDANCE WIT TITLE 5. HIGH POINT \ ELEV. 19.2 � AD Q D NEW GRAVEL � T�I�! � DRIVEWATREE TO BE Y (40' WIDE) EXTENSION REMOVED (TYP.) 1 68.12 \ \ TP -2 \ 77' O!N'I `?g00'OP 1s.967r S.F. TE ASSESSQRS ` MAP 21 PARCEL s _19 FLOOR PLANS SEE ATTACHED ARCHITECTURAL GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHODS AND MATERIA'_S SHALL CONFORM TO 310 CMR 15.000 AND \ YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE THIR#8 ROAD PROPOSED LEACHING FACILITY. ASSESSORS MAP 29 PARCEL 113 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. \ 208,59' J' ATG r4 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF \ p 76p0 �i EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS CONCRETE WFj100 SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. BOUND FOUND FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING BROKEN wtooED A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY \ .. 73\ � � I• WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: WF#101 6e 100% MUST PASS #4 SIEVE • °' � \ \ 1 ` \ � \ 10% MUST PASS #50 SIEVE T 0-20% MUST PASS #100 SIEVE �'FAKEp a � 9 \ _ 0-5% MUST PASS X200 SIEVE SILT FENCE \ \ \ Or) 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. IST) G `.' \ DSD \ \ r CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF t .3 .••.-~%�:. ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL • • �"'` SHED 4- NOTIFY THE ENGINEER IMMEDIATELY. /y,O '/ � 7. THE CONTRACTOR SHALL BE RESPONSIBLE PR PROPERLY COORDINATING THE PROPOSED 22971t�S.F. \ \ \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AVD THE APPLICABLE UTILITY COMPANIES, AND •''"" SHALL COMPLETE THE PROPOSED WORK WITf,OUT ANY INTERRUPTIONS IN SERVICE. TP(,' 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE .CHAPTER 82, SECTION "U 40 (888) 344-7233 A MINIMUM OF 72 HOLIES PRIOR TO THE START OF CONSTRUCTION. \ ..... 9. THIS SYSTEM IS NOT DESIGNED FOR THE. USE OF A GARBAGE GRINDER. INSTALLATION OR USE O 7 � OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). OS \ PROPE� s\ 'PROP. EXISTING� MITIGAnONCOVERED ,1RREA ADDITION 3 -BEDROOM / RES \ \ - - � EXISTI (CRAWL DWELLING PROPOSED �\ ��� 5 1 � � BUFFER ' � �ESSP SPACE) ENTRANCE T.O.F.=19.8 N WOODED ; \1 ,(21\ BUSHES) 's\ •A5 O" WOODED \% SCHEDULE OF ELEVATIONS I IS TOP OF FOUNDATION 19_81 A 73 ,3 $1 \��� � y�•\��/�� �� � O:X CONCR4" INVERT AT BUILDING 15_41 g ,�EBOUNFO DI4" INVERT AT SEPTIC TANK (IN) 15_14 C �NT4�� AND H� / 4" INVERT AT SEPTIC TANK (OUT) 14.85 D ONCREn l " ,,BOUND F7UND BAXTER #185 SL 4" INVERT AT DIST. BOX (IN) 14_61 E �/2 AND HELe ASSESSORS � 4 INVERT AT DIST. BOX (OUT) 14.4E F ' � �. _\'\ 125 g3 • E ` � / ELEVATIONS AT LEACHING FACILITY: BENCHMARK / TOP OF CoN cR� 4" INV. AT LEACHING CHAMBERS 14_35 G (BREAKOUT 15.2) * BOUND ELEv�lss � BOTTOM OF LEACHING CHAMBERS 12_35 H wF/3 \ �,`?\0,1� ESTIMATED SEASONAL HIGH GROUNDWATER 41.28 lq H sa�2800- E (BOTTOM OF TEST PIT) 6_90 J Lgm L RAISE AT LEAST ONE COVER TO WITHIN 3' OF FINISHED GRADE. THE RISER SHA IE 18' HDPE PIPE _...... r CONC. COVER 1 1 1 TEE i UNDER COVER - •1.1••1••I••1.1�1'1 •I •••I • ��• �r��r��r��r��r �r�lY�.�r��': ��'• �r ta. • :• 1�. Iii .NOT TO SCALE r 5' DIA. KNOCKOUT (TYP.) 1-1/2' TAPER HDPE 20' ACCESS COVER TO WITHIN 3 INCHES OF FINISH GRADE 12-36' COVER 4'-10' SIDE VIEW NOTES: i. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2 CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELLMANUFACTURED BYiHOREY OR APPROVED EQUAL 3. GEOTIXnLE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. LOAM AND SEED ALL DISTURBED AREAS 2' LAYER of 1/8' TO 1/2' DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4' TO 1 -1/2 - DOUBLE WASHED STONE TO CROWN OF PIPE DESIGN CALCULATIONS 5 BEDROOMS ® 110 GPD/BEDROOM = 550 GPD REQUIRED SEPTIC TANK 550 GPD X 200% = 1,100 GALLONS PROPOSED -1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 550 GPD _ 0.74 GPD/SF = 744 SF SIZE OF LEACHING FACILITY PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4 FT. STONE ALL AROUND SIDEWAL! AREA = 2(41.5' + 12.83') X 2 = 217.3 S.F. BOTTOM AREA = 41.5' X 12.83' = 532.4 S.F. 749.7 S.F. 749.7 S.F. X 0.74 GPD/S.F. = 555 GPD (INSTALLED) 555 GPD PROVIDED > 550 -GPD REQUIRED 28 0 m�z �N�n LAVENUEZE ��I�1 LOCUS MAP NOT TO SCALE N OF 6/AS�pyc DE) o YERGATIAN - v CI I•C:. 4'-10' SIDE VIEW NOTES: i. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2 CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELLMANUFACTURED BYiHOREY OR APPROVED EQUAL 3. GEOTIXnLE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. LOAM AND SEED ALL DISTURBED AREAS 2' LAYER of 1/8' TO 1/2' DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4' TO 1 -1/2 - DOUBLE WASHED STONE TO CROWN OF PIPE DESIGN CALCULATIONS 5 BEDROOMS ® 110 GPD/BEDROOM = 550 GPD REQUIRED SEPTIC TANK 550 GPD X 200% = 1,100 GALLONS PROPOSED -1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 550 GPD _ 0.74 GPD/SF = 744 SF SIZE OF LEACHING FACILITY PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4 FT. STONE ALL AROUND SIDEWAL! AREA = 2(41.5' + 12.83') X 2 = 217.3 S.F. BOTTOM AREA = 41.5' X 12.83' = 532.4 S.F. 749.7 S.F. 749.7 S.F. X 0.74 GPD/S.F. = 555 GPD (INSTALLED) 555 GPD PROVIDED > 550 -GPD REQUIRED 28 0 m�z �N�n LAVENUEZE LOCUS MAP NOT TO SCALE N OF 6/AS�pyc � BRIAN G. o YERGATIAN - v CI A 9 No.1 � �QIS P Fe eSStO Ick l BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM UPGRADE 56 THIRD ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN OCTOBER Z3, 2012 NO. DATE DESC. 1 11/16/12 CON COM EDITS 2 1/29/14 NEW HOUSE 3 4/3/14 DESIGN FLOW 4 5/9/14 TREE REMOVAL PREPARED FOR: GARY GRASSO 2386 SALISBURY ROAD WESTBURY, NY 11590 '�"_'BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673, 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm FILE: P:\pry'\4966400\Civil\drawings\4966400-SEP.dwg DWG. N0: 6119-02 SHEET 1 OF 1 JOB. NO: 4-9664.00 .L. 18.6 =L 16.4 EL. 11.8 EL. 9.8 TEST PIT TP -2 GRD. EL. 19.3 SHGW EL. N/A Ap LOAMY SAND 10YR 3/2 Bw LOAMY SAND 10YR 5/8 Cl COARSE SAND & GRAVEL 2.5Y 6/3 C2 MEDIUM SAND 2.5Y 7/3 NO G.WATER MASSACHUSETTS 005 THE EXISTING TOP OF INT IN THE ROAD IN LIEU 1 (5) 5• DIA. �• 13" KNOCKOUTS .L -° 35" 9o" 114" ONSITE SOIL EVALUATION DATE: MAY 31, 2012 TEST BY: BSC GROUP, INC. WITNESSED BY: PHILIP RENAUD PERC. RATE: < 2 MIN./INCH SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. SOIL CLASS: CLASS I LT.A.R.: 0.74 GPD/S.F. ESTIMATED (NOT OBSERVED) SEASONAL HIGH GROUNDWATER PERCOLATON TEST RANGE UNSUITABLE MATERIALS (TO BE REMOVED) /60 HARBOR ROAD ASSESSORS MAP 29 PARCEL 112 -NOTE: EXISTING LEACHING r PITS DEPICTED HEREON \ ARE APPROXIMATE AND \ ARE TO BE LOCATED BY THE CONTRACTOR AND PUMPED, FILLED AND /--- CRUSHED IN ACCORDANCE , 19 \ WITH TITLE 5. HIGH POINT OD NEW GRAVEL JR[) DRIVEWAY (46 WIDE) EXTENSION � \ ;;k 166.12 \ \ TP -2 I 8 IX- \ 18O • *17, OVM \ \ p o \ \ �T 43 �. \ 1 \ 18,967±S.F. ` • \ l\, k_ � `� ASSESSORS 7;r �` e TE \ MAP 21 \ / PARCEL 5� 19 PROP EXISTING \ 'IPE EXCEEDS 0.08 FT./FT OR IN PUMPED LAID LEVEL Ji TION SHALL BE WATERTIGHT. �c 'NCHES OF FINISHED GRADE. NNK H-10 FLOOR PLANS SEE ATTACHED ARCHITECTURAL #8 THIRD ROAD ASSESSORS MAP 29 PARCEL 113 NONE NOT A ZONE "C", DATED7/2/1992 PANEL #250015 0005 D 25,000± S.F. 18,967± (LOT 43) 1,018± S.F. (5.4%) 3,142± S.F. (16.6%) \ N 1!!o CONCRETE WF BOUND FOUND BROKEN \ WOODED \ \ \ <.� #101 lb. 00 � �TAKm SILT FENCE \ \ \ \ o \ \\\ 1X . \ \ \ \ ISTI i j D 1 3 E\ \ y SHED wt \ IJ \ 971 F. \ \ o J \ \\ TP- 17.3 • / / \ \ �\ \ \'�� o � �\ RESRERVE PROSE ADDITION 3 -BEDROOM / \ _ MRiGATION EA DC1S71 (CRAB DWELLING PROPOSED \ UP/(b�3fi' EXIST] SPACE) T.O.F.=19.8 COVERED / \ `\ \ BUFFER � USH ) \ ENTRANCE / N� / 76• \� 5� / WOODED WOODED \ \ 1 4510" ) \ ob' \\A. \ 13 5' S \ / \C� o o / N o rn \ CONCR 0. o \\'\\\!/ \ \ �/ �� t1 - o. N q4o 00. ANDBOUNHELD d +� NCRETE 185 WF�1�\\,� O��O ��\ ANDBOUHELD \ / \ ' BAXTER AVENL 1WF�2 \ \/\ \ 51�cC�, ASSESSORSMAP4 �1G 125 9 0 C / A 7 �Nz- z3 BENCHMARK RAISE AT LEAST ONE COVER TO WITHW 3. OF FINISHED GRADE THE 10 RISEI SHALL BE 18" HDPE PIPE r CONC. COVER L`Im 4• 10• -� - 3 I < •. 4' MIA. LIQUID 5'-8' 4'-6' LOCATE DEPTH INET TEE OUTLET TEE UNDER COVER W/GAS BAFFLE 3 WF .S 3 \G \ \G g 00• E H 028 \ \\ \7o`\ 19.80 LOCUS INFORMATION CURRENT OWNER: THE EDWARD J. PACELLI OVERLAY DISTRICT: /J F REV. WING TRUST 14.85 D 4" INVERT AT DIST. BOX (IN) 14.63 NITROGEN SENSITIVE TITLE REFERENCE: DOC 1138363 ZONE: PLAN REFERENCE: LCP 19724-C, DATED 1957 FEMA FLOOD CSO PLAN BOOK 223, PAGE 55 ZONE DISTRICT: ASSESSORS MAP: 21 29 MINIMUM LOT SIZE: PARCEL 5 114 00 00 00 oro EXISTING LOT SIZE: ZONING DISTRICT: R-25 EXISTING BLD. COVERAGE: SETBACKS: FRONT 30' mm SIDE 15' PROPOSED BLD. COVERAGE: REAR 20' -NOTE: EXISTING LEACHING r PITS DEPICTED HEREON \ ARE APPROXIMATE AND \ ARE TO BE LOCATED BY THE CONTRACTOR AND PUMPED, FILLED AND /--- CRUSHED IN ACCORDANCE , 19 \ WITH TITLE 5. HIGH POINT OD NEW GRAVEL JR[) DRIVEWAY (46 WIDE) EXTENSION � \ ;;k 166.12 \ \ TP -2 I 8 IX- \ 18O • *17, OVM \ \ p o \ \ �T 43 �. \ 1 \ 18,967±S.F. ` • \ l\, k_ � `� ASSESSORS 7;r �` e TE \ MAP 21 \ / PARCEL 5� 19 PROP EXISTING \ 'IPE EXCEEDS 0.08 FT./FT OR IN PUMPED LAID LEVEL Ji TION SHALL BE WATERTIGHT. �c 'NCHES OF FINISHED GRADE. NNK H-10 FLOOR PLANS SEE ATTACHED ARCHITECTURAL #8 THIRD ROAD ASSESSORS MAP 29 PARCEL 113 NONE NOT A ZONE "C", DATED7/2/1992 PANEL #250015 0005 D 25,000± S.F. 18,967± (LOT 43) 1,018± S.F. (5.4%) 3,142± S.F. (16.6%) \ N 1!!o CONCRETE WF BOUND FOUND BROKEN \ WOODED \ \ \ <.� #101 lb. 00 � �TAKm SILT FENCE \ \ \ \ o \ \\\ 1X . \ \ \ \ ISTI i j D 1 3 E\ \ y SHED wt \ IJ \ 971 F. \ \ o J \ \\ TP- 17.3 • / / \ \ �\ \ \'�� o � �\ RESRERVE PROSE ADDITION 3 -BEDROOM / \ _ MRiGATION EA DC1S71 (CRAB DWELLING PROPOSED \ UP/(b�3fi' EXIST] SPACE) T.O.F.=19.8 COVERED / \ `\ \ BUFFER � USH ) \ ENTRANCE / N� / 76• \� 5� / WOODED WOODED \ \ 1 4510" ) \ ob' \\A. \ 13 5' S \ / \C� o o / N o rn \ CONCR 0. o \\'\\\!/ \ \ �/ �� t1 - o. N q4o 00. ANDBOUNHELD d +� NCRETE 185 WF�1�\\,� O��O ��\ ANDBOUHELD \ / \ ' BAXTER AVENL 1WF�2 \ \/\ \ 51�cC�, ASSESSORSMAP4 �1G 125 9 0 C / A 7 �Nz- z3 BENCHMARK RAISE AT LEAST ONE COVER TO WITHW 3. OF FINISHED GRADE THE 10 RISEI SHALL BE 18" HDPE PIPE r CONC. COVER L`Im 4• 10• -� - 3 I < •. 4' MIA. LIQUID 5'-8' 4'-6' LOCATE DEPTH INET TEE OUTLET TEE UNDER COVER W/GAS BAFFLE 3 WF .S 3 \G \ \G g 00• E H 028 \ \\ \7o`\ - 8'-6' - FRONT VIEW TOP OF COWCRU� 4 BOUND ELEV 7.63 / SYSTEM PROFILE NOT TO SCALE °VC 0.022 I -D 4' SCH. 40 PVC 17.5'± O S=0.013 FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' SCH. 40 PVC / LEACHING CHAMBER FINISH GRADE 18.3 - 17.3 DISTRIBUTION 5.4± SEPARATION 1,500 GALLON BOX SEPTIC TANK J OVERDIG EST. HIGH GROUNDWATER N9g: MAGNETIC REFLECTIVE TAPE SHALL BE 'ROVIDED IN THE TRENCH OVER ALL PVC PIPING GE -NERAL NOTES: 1. THIS PLAN IN ONLY INTENDS) FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHOD AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTI REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILIT'. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GR/ NULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN AN" MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH C F THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 31EVE 0-20% MUST PASS #i00 SIEVE 0-5% MUST PASS #2(0 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCUFACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). SCHEDULE OF EL = VATIONS TOP OF FOUNDATION 19.80 5" DIA. KNOCKOUT (TYP.) 1-1/2" TAPER /J F C 4" INVERT AT SEPTIC TANK (OUT 14.85 D 4" INVERT AT DIST. BOX (IN) 14.63 E 4" INVERT AT DIST. BOX (OUT) 14.46 F ELEVATIONS AT LEACHING FACILIT SEWAGE DISPOSAL OO O� OI��O CSO OO CSO Elm Oi-IO OO 17-117-1 00 00 01=10 00 00 00 00 oro 00 00 OCA E11=1 C OO OO mm - 8'-6' - FRONT VIEW TOP OF COWCRU� 4 BOUND ELEV 7.63 / SYSTEM PROFILE NOT TO SCALE °VC 0.022 I -D 4' SCH. 40 PVC 17.5'± O S=0.013 FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' SCH. 40 PVC / LEACHING CHAMBER FINISH GRADE 18.3 - 17.3 DISTRIBUTION 5.4± SEPARATION 1,500 GALLON BOX SEPTIC TANK J OVERDIG EST. HIGH GROUNDWATER N9g: MAGNETIC REFLECTIVE TAPE SHALL BE 'ROVIDED IN THE TRENCH OVER ALL PVC PIPING GE -NERAL NOTES: 1. THIS PLAN IN ONLY INTENDS) FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHOD AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTI REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILIT'. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GR/ NULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN AN" MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH C F THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 31EVE 0-20% MUST PASS #i00 SIEVE 0-5% MUST PASS #2(0 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCUFACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). SCHEDULE OF EL = VATIONS TOP OF FOUNDATION 19.80 A 4" INVERT AT BUILDING 15.40 B 4" INVERT AT SEPTIC TANK (IN) 15.10 C 4" INVERT AT SEPTIC TANK (OUT 14.85 D 4" INVERT AT DIST. BOX (IN) 14.63 E 4" INVERT AT DIST. BOX (OUT) 14.46 F ELEVATIONS AT LEACHING FACILIT SEWAGE DISPOSAL SYSTEM UPGRADE 4" INV. AT LEACHING CHAMBERS 14.35 G (BREAKOUT 15.35) BOTTOM OF LEACHING CHAMBERS 12.35 H ESTIMATED SEASONAL HIGH GROUI E LATER a- • DATE (BOTTOM OF TEST PIT) 6.90 J -4'-10"- - 12'-10" - SIDE VIEW NoTEs 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 6" MINIMUM 3/4" TO 1-1/2' 1 CROSS-SECTION VIEW 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL CRUSHED STONE 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE DESIGN CALCULATIONS DESIGN FLOW 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD REQUIRED SEPTIC TANK 440 GPD X 200% = 880 GALLONS PROPOSED 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 440 GPD + 0.74 GPD/SF = 595 SF SIZE OF LEACHING FACILITY PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4 FT. STONE ALL AROUND SIDEWALL AREA = 2(33.5' + 12.83') X 2 = 185.3 S.F. BOTTOM AREA = 33.5' X 12.83' = 429.1 S.F. 615.1 S.F. 615.1 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLE )) 455 GPD PROVIDED > 440 GPD REQUIRED 28 0 A NZ Lo m LOCUS MAP NOT TO SCALE 04sd` G BRUIN G. I o YrRGATIAN iii" y Nd. 8 9OF 101 •. �- BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM UPGRADE 56 THIRD ROAD IN A•9�Ss�"fr MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN a62ud_D�lt a- • DATE DESC. 1 11/16/12 CON COM EDITS EW -HOUSE PREPARED FOR: GARY GRASSO 2386 SALISBURY ROAD WESTBURY, NY 11590 _"i BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm -4'-10"- - 12'-10" - SIDE VIEW NoTEs 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 6" MINIMUM 3/4" TO 1-1/2' 1 CROSS-SECTION VIEW 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL CRUSHED STONE 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE DESIGN CALCULATIONS DESIGN FLOW 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD REQUIRED SEPTIC TANK 440 GPD X 200% = 880 GALLONS PROPOSED 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 440 GPD + 0.74 GPD/SF = 595 SF SIZE OF LEACHING FACILITY PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4 FT. STONE ALL AROUND SIDEWALL AREA = 2(33.5' + 12.83') X 2 = 185.3 S.F. BOTTOM AREA = 33.5' X 12.83' = 429.1 S.F. 615.1 S.F. 615.1 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLE )) 455 GPD PROVIDED > 440 GPD REQUIRED 28 0 A NZ Lo m LOCUS MAP NOT TO SCALE 04sd` G BRUIN G. I o YrRGATIAN C VIL y Nd. 8 9OF 101 T Esse AL EN�� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM UPGRADE 56 THIRD ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN OCTOBER 23, 2012 NO. DATE DESC. 1 11/16/12 CON COM EDITS EW -HOUSE PREPARED FOR: GARY GRASSO 2386 SALISBURY ROAD WESTBURY, NY 11590 _"i BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm FILE: P.\pp'\4966400\Gvl\-Drawings\4966400-SEP.dwg DWG. N0: 6119-02 SHEET 1 OF 1 JOB. N0: 4-9664.00 SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP -1 GRD. EL. 18.3 SHGW EL. 6.9 EL 17.7 EL 15.3 EL 13.6 EL 9.5 EL 6 9 Ap LOAMY SAND 10YR 3/2 Bw LOAMY SAND 10YR 5/8 Cl COARSE SAND & GRAVEL 2.5Y 6/3 C2 MEDIUM SAND 2.5Y 7/3 NO G.WATER 7" EL 18.6 36" EL 16.4 56" 106" EL 11.8 . ��" El n o TEST PIT TP -2 GRD. EL. 19.3 SHGW EL. N/A Ap LOAMY SAND 10YR 3/2 Bw LOAMY SAND 10YR 5/8 Cl COARSE SAND & GRAVEL 2.5Y 6/3 C2 MEDIUM SAND 2.5Y 7/3 NO G.WATER 8 35" ONSITE SOIL EVALUATION DATES MAY 31, 2012 TEST BY: BSC GROUP, INC. WITNESSED BY: PHILIP RENAUD PERC. RATE: < 2 MIN./INCH SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. SOIL CLASS: CLASS I L.T.A.R.: 0.74 GPD/S.F. ESTIMATED (NOT OBSERVED) SEASONAL HIGH GROUNDWATER PERCOLATON TEST RANGE FLOOR PLANS' SEE ATTACHE ARCHITECTURAL 9o" GENERAL NOTES: UNSUITABLE MATERIALS (TO BE REMOVED) 1. - THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. I \ 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 11 /" #8 \ 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE THIRD ROAD PROPOSED LEACHING FACILITY. ASSESSORS MAP 294. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE I, BRIAN YERGATIAN, P.E. WAS CERTIFIED AS A MASSACHUSETTS #60 PARCEL 113HAR2oa•59' MATERIALS. LICENSED SOIL EVALUATOR ON OCTOBER 24, 2005 ASSESSORS RCRi.IA112 �DP 29 WI PA5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS THIN THE LIMIT OF PARCEL 14 7g0p0Owi EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS NOTE: EXISTING LEACHING CONCRETE \ wF#100 SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. PITSDEPICTED HEREON BOUND FOUND '� �� FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING VARIANCES REQUESTED ARE APPROXIMATE AND ' BROKEN WOODED ARE TO BE LOCATE BY 1 \ A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY THE CONTRACTOR AND 1 7 `t \ WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT PUMPED, FILLED AND / 3 THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: TOWN OF YARMOUTH --- \ \ �� \ CRUSHED IN ACCORDANCE � TO ALLOW THE TOP OF FOUNDATION TO MATCH THE EXISTING TOP OF WITH TITLE 5. �� WF#101 FOUNDATION AND BE 0.6' ABOVE THE HIGH POINT IN THE ROAD IN LIEU 1\ _ � � - r � � HIGH 19 ` �+� �. 1 ~ \ � \ , � \ \ 100% MUST PASS #4 SIEVE OF THE 2' REQUIRED 1� ROAD NEw GRavEL moo. ^ T ` \ 10% MUST PASS #50 SIEVE THIRD f R DRIVEWAY 1` ` ' 1 \ \ \ \ � � � �. 0-20% MUST PASS #100 SIEVE _ _ - - - (40' IDE) EXTENSION � � I $T�m � a '\ \� \ 0-5% MUST PASS #200 SIEVE \----_�-` - ----�- --- SILT FENCE S, \ \ \ / ') �\$ 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES DISTRIBUTION BOX DETAIL (DB -5) ��� TREE TO BE 8 � 1�.t2 \ \ -2 �g , I \ ° D \ NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. TP NOT To SCALE REMOVED (TYP.) ��g \ \ 1 \ CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES Isrl c \ z>� o1�N 0.0 W ` \ \\ \\ e - ' \ j \ \ AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL �REMOVABLE5 150 ` LOT �� �. \ \ k SHED 1, �7�- NOTIFY THE ENGINEER IMMEDIATELY. HDPE RISER \ 1 1 h I UO `/ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED 18,967.t S.F. \ .9 / i ! 2 97ft�S.F. \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND 3" 210 - ASSESSQRs �� 1 , o ) I \ \ SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. TE 2" WALLS F \ - f� PARCEL i5\ \ - -19 ti 0 . \� 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION \ \ 40 (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. _ 5 O 1<', 3 ( \ \ \ \ 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE 9-1/2 O O \ \ / '� \ OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). (5) 5" DIA. 13" KNOCKOUTS I X76 EXISTING \ l \ 11-1/2 TYP' PROPRQSEQ \ ADDITION 3 -BEDROOM \ / \ \ • - \ MITIGATION EA \IXISTI (CRAWL DWELLING PROPOSED m\ RES \ \ \ \ _� \ \ UP/T-0 35' ICESSP (CRAT.O.F.=19.8 COVERED \ SPACE) \ENTRANCE / \ \ i \7� WOODED 2" BOTTOM 0t1 �„a wooDEo �� e�z,eusHEs, \ s SCHEDULE OF ELEVATIONS STABLE BASE r MINIMUM , \ W 3/4. TO 1-1/2• PLAN VIEW N \ ` \ \ 5 T445.�0" \� 1 19.80 A secnoN wEw mus"m STONE o \1, \ \ ` % TOP OF FOUNDATION 3 ,3 NOTES: $J �'o'� _ \� \ Q2o \ coNCR / 4p INVERT AT BUILDING 15.40 B q `<2 I \ iO 30•g9 £ BOUND T D 4 INVERT AT SEPTIC TANK (IN) 15.10 C 1. SR INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS Q08 FT/FT OR IN PUMPED �" �, \ \\ \�4p0 AND H� 4" INVERT AT SEPTIC TANK (OUT) 14.85 D 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL \.� \ Ka r \ ! OUND F \ wF#t \ BOUND FOUND 185 4" INVERT AT DIST. BOX (IN) 14.63 E •�+ A AND HELD / BAXTI R AVENL " wF#2 \ \ \ / ASSESSORS MAP 4 INVERT AT DIST. BOX (OUT) 14.46 F 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. � \ �\ \ \ \ 93 9 _ PARCEL 4 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. \ \\ \ \ _ X23 �. E Nt� ELEVATIONS AT LEACHING FACILITY: 5. CONCRETE COVER SHALL BE RAISE TO WITHIN 6 INCHES OF FINISHED GRADE ��%�D D� N TABENCHMAi2K " �_P \O° ED \ \ \ * \ TOP OF CONNCRE� 4 INV. AT LEACHING CHAMBERS 14.35 G (BREAKOUT 15.2) i os� \ \� \ -��� '� BOUND ELEV Ils3 BOTTOM OF LEACHING CHAMBERS 12.35 H i WF#3 \ \C�� ESTIMATED SEASONAL HIGH GROUNDWATER 41.28' \ �� 7R \ \ ` / (BOTTOM OF TEST PIT) 6.90 J N 80'28 �" E \p` 1.500 GALLON SEPTIC TANK (H-10). NOT TO SCALE 500 GALLON CONCRETE LEACHING CHAMBER (H -10j NOT TO SCALE NATES RAISE AT LEAST ONE COVER TO WITHIN 3" OF FINISHED GRADE. THE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE 20" ACCESS COVER 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RISER SHALL BE 18" HDPE PIPE TO WITHIN 3 INCHES LOADING. OF FINISH GRADE 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX CONIC. COVER SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATE WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK 5" DIA. KNOCKOUT (TYP.) / COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 1-1/2" TAPER HDPE 12-36" COVER 4• RISER :� OO 000000000 17-1 10-0 1O" - �D OO OOO �� �D ' 34` 24" % M � D 0 3• OO OO OOO DC7 OO EFFECTIVE 0 O r O --1 D 4! MIN. O OO DDD DO DD DEPTH O O O O O ua,ID 5•-6• M=l I� I� I� I� I� O I� 1� 17-1 ' 4'-6" LOCATE DEPTH , �/�•• INLET TEE OUTLET TEE 4'-10" UNDER COVER W/GAS BAFFLE - 8'-6" 3" 312'-10" -� FRONT VIEW SIDE VIEW NOTES: PLAN VIEW 6" MINIMUM CROSS-SECTION VIEW 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 3/4 TO 1-1/Y CRUSHED STONE 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURE BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. LOAM AND SEE ALL DISTURBED AREAS 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE I DESIGN CALCULATIONS DESIGN FLOW 5 BEDROOMS ® 110 GPD/BEDROOM = 550 GPD REQUIRED SEPTIC TANK 550 GPD X 200% = 1,100 GALLONS PROPOSED 1,500 GALLON SEPTIC TANK - SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 550 GPD - 0.74 GPD/SF = 744 SF SIZE OF OF LEACHING FACILITY PROVIDEDFACIL�PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4 FT. STONE ALL AROUND SIDEWALL AREA = 2(41.5' + 12.83') X 2 = 217.3 S.F. BOTTOM AREA = 41.5' X 12.83' = 532.4 S.F. 749.7 S.F. 749.7 S.F. X 0.74 GPD/S.F. = 555 GPD (INSTALLED) 555 GPD PROVIDED > 550 GPD REQUIRED 00 28 LOCUS INFORMATION Z 0 N c m p co N CURRENT OWNER: THE EDWARD J. PACELLI OVERLAY DISTRICT: NONE LOCUS MAP REV. LIVING TRUST gBRIAN G. YERGATIAN Y el .0 9 No, 4 - Q• yoF �Q�S N FSSION NITROGEN SENSITIVE BRIAN G. YERGATIAN DATE TITLE REFERENCE: DOC 1138363 ZONE: NOT A ZONE II PLAN REFERENCE: LCP 19724-C, DATED 1957 FEMA FLOOD "C", NO. PLAN BOOK 223, PAGE 55 ZONE DISTRICT: DATED7/2/1992 CON COM EDITS 2 1/29/14 NEW HOUSE PANEL #250015 0005 D ASSESSORS MAP: 21 29 MINIMUM LOT SIZE: 25,000± S.F. PARCEL:- 5 114 EXISTING LOT SIZE: 18,967± (LOT 43) ZONING DISTRICT- GARY GRASSO 2386 SALISBURY ROAD WESTBURY, NY 11590 SETBACKS: FRONT FRONT 30' EXISTING BLD. COVERAGE: 1,018± S.F. 5.4% ( ) W. Yarmouth, Massachusetts SIDE 15' PROPOSED BLD. COVERAGE: 3,142± S.F. (16.6%) 0 10 20 40 Fm REAR 20' SHEET 1 OF 1 JOB. NO: 4-9664.00 FLOOR PLANS' SEE ATTACHE ARCHITECTURAL 9o" GENERAL NOTES: UNSUITABLE MATERIALS (TO BE REMOVED) 1. - THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. I \ 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 11 /" #8 \ 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE THIRD ROAD PROPOSED LEACHING FACILITY. ASSESSORS MAP 294. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE I, BRIAN YERGATIAN, P.E. WAS CERTIFIED AS A MASSACHUSETTS #60 PARCEL 113HAR2oa•59' MATERIALS. LICENSED SOIL EVALUATOR ON OCTOBER 24, 2005 ASSESSORS RCRi.IA112 �DP 29 WI PA5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS THIN THE LIMIT OF PARCEL 14 7g0p0Owi EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS NOTE: EXISTING LEACHING CONCRETE \ wF#100 SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. PITSDEPICTED HEREON BOUND FOUND '� �� FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING VARIANCES REQUESTED ARE APPROXIMATE AND ' BROKEN WOODED ARE TO BE LOCATE BY 1 \ A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY THE CONTRACTOR AND 1 7 `t \ WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT PUMPED, FILLED AND / 3 THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: TOWN OF YARMOUTH --- \ \ �� \ CRUSHED IN ACCORDANCE � TO ALLOW THE TOP OF FOUNDATION TO MATCH THE EXISTING TOP OF WITH TITLE 5. �� WF#101 FOUNDATION AND BE 0.6' ABOVE THE HIGH POINT IN THE ROAD IN LIEU 1\ _ � � - r � � HIGH 19 ` �+� �. 1 ~ \ � \ , � \ \ 100% MUST PASS #4 SIEVE OF THE 2' REQUIRED 1� ROAD NEw GRavEL moo. ^ T ` \ 10% MUST PASS #50 SIEVE THIRD f R DRIVEWAY 1` ` ' 1 \ \ \ \ � � � �. 0-20% MUST PASS #100 SIEVE _ _ - - - (40' IDE) EXTENSION � � I $T�m � a '\ \� \ 0-5% MUST PASS #200 SIEVE \----_�-` - ----�- --- SILT FENCE S, \ \ \ / ') �\$ 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES DISTRIBUTION BOX DETAIL (DB -5) ��� TREE TO BE 8 � 1�.t2 \ \ -2 �g , I \ ° D \ NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. TP NOT To SCALE REMOVED (TYP.) ��g \ \ 1 \ CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES Isrl c \ z>� o1�N 0.0 W ` \ \\ \\ e - ' \ j \ \ AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL �REMOVABLE5 150 ` LOT �� �. \ \ k SHED 1, �7�- NOTIFY THE ENGINEER IMMEDIATELY. HDPE RISER \ 1 1 h I UO `/ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED 18,967.t S.F. \ .9 / i ! 2 97ft�S.F. \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND 3" 210 - ASSESSQRs �� 1 , o ) I \ \ SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. TE 2" WALLS F \ - f� PARCEL i5\ \ - -19 ti 0 . \� 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION \ \ 40 (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. _ 5 O 1<', 3 ( \ \ \ \ 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE 9-1/2 O O \ \ / '� \ OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). (5) 5" DIA. 13" KNOCKOUTS I X76 EXISTING \ l \ 11-1/2 TYP' PROPRQSEQ \ ADDITION 3 -BEDROOM \ / \ \ • - \ MITIGATION EA \IXISTI (CRAWL DWELLING PROPOSED m\ RES \ \ \ \ _� \ \ UP/T-0 35' ICESSP (CRAT.O.F.=19.8 COVERED \ SPACE) \ENTRANCE / \ \ i \7� WOODED 2" BOTTOM 0t1 �„a wooDEo �� e�z,eusHEs, \ s SCHEDULE OF ELEVATIONS STABLE BASE r MINIMUM , \ W 3/4. TO 1-1/2• PLAN VIEW N \ ` \ \ 5 T445.�0" \� 1 19.80 A secnoN wEw mus"m STONE o \1, \ \ ` % TOP OF FOUNDATION 3 ,3 NOTES: $J �'o'� _ \� \ Q2o \ coNCR / 4p INVERT AT BUILDING 15.40 B q `<2 I \ iO 30•g9 £ BOUND T D 4 INVERT AT SEPTIC TANK (IN) 15.10 C 1. SR INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS Q08 FT/FT OR IN PUMPED �" �, \ \\ \�4p0 AND H� 4" INVERT AT SEPTIC TANK (OUT) 14.85 D 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL \.� \ Ka r \ ! OUND F \ wF#t \ BOUND FOUND 185 4" INVERT AT DIST. BOX (IN) 14.63 E •�+ A AND HELD / BAXTI R AVENL " wF#2 \ \ \ / ASSESSORS MAP 4 INVERT AT DIST. BOX (OUT) 14.46 F 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. � \ �\ \ \ \ 93 9 _ PARCEL 4 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. \ \\ \ \ _ X23 �. E Nt� ELEVATIONS AT LEACHING FACILITY: 5. CONCRETE COVER SHALL BE RAISE TO WITHIN 6 INCHES OF FINISHED GRADE ��%�D D� N TABENCHMAi2K " �_P \O° ED \ \ \ * \ TOP OF CONNCRE� 4 INV. AT LEACHING CHAMBERS 14.35 G (BREAKOUT 15.2) i os� \ \� \ -��� '� BOUND ELEV Ils3 BOTTOM OF LEACHING CHAMBERS 12.35 H i WF#3 \ \C�� ESTIMATED SEASONAL HIGH GROUNDWATER 41.28' \ �� 7R \ \ ` / (BOTTOM OF TEST PIT) 6.90 J N 80'28 �" E \p` 1.500 GALLON SEPTIC TANK (H-10). NOT TO SCALE 500 GALLON CONCRETE LEACHING CHAMBER (H -10j NOT TO SCALE NATES RAISE AT LEAST ONE COVER TO WITHIN 3" OF FINISHED GRADE. THE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE 20" ACCESS COVER 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RISER SHALL BE 18" HDPE PIPE TO WITHIN 3 INCHES LOADING. OF FINISH GRADE 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX CONIC. COVER SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATE WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK 5" DIA. KNOCKOUT (TYP.) / COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 1-1/2" TAPER HDPE 12-36" COVER 4• RISER :� OO 000000000 17-1 10-0 1O" - �D OO OOO �� �D ' 34` 24" % M � D 0 3• OO OO OOO DC7 OO EFFECTIVE 0 O r O --1 D 4! MIN. O OO DDD DO DD DEPTH O O O O O ua,ID 5•-6• M=l I� I� I� I� I� O I� 1� 17-1 ' 4'-6" LOCATE DEPTH , �/�•• INLET TEE OUTLET TEE 4'-10" UNDER COVER W/GAS BAFFLE - 8'-6" 3" 312'-10" -� FRONT VIEW SIDE VIEW NOTES: PLAN VIEW 6" MINIMUM CROSS-SECTION VIEW 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 3/4 TO 1-1/Y CRUSHED STONE 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURE BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. LOAM AND SEE ALL DISTURBED AREAS 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE I DESIGN CALCULATIONS DESIGN FLOW 5 BEDROOMS ® 110 GPD/BEDROOM = 550 GPD REQUIRED SEPTIC TANK 550 GPD X 200% = 1,100 GALLONS PROPOSED 1,500 GALLON SEPTIC TANK - SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 550 GPD - 0.74 GPD/SF = 744 SF SIZE OF OF LEACHING FACILITY PROVIDEDFACIL�PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4 FT. STONE ALL AROUND SIDEWALL AREA = 2(41.5' + 12.83') X 2 = 217.3 S.F. BOTTOM AREA = 41.5' X 12.83' = 532.4 S.F. 749.7 S.F. 749.7 S.F. X 0.74 GPD/S.F. = 555 GPD (INSTALLED) 555 GPD PROVIDED > 550 GPD REQUIRED 00 28 0 0 m Z 0 N c m p co N Fn D PARK LOCUS z AVENUE c In LOCUS MAP NOT TO SCALE SH OF gBRIAN G. YERGATIAN Y el .0 9 No, 4 - Q• yoF �Q�S N FSSION BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM UPGRADE 56 THIRD ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN OCTOBER 23, 2012 NO. DATE DESC. 1 11/16/12 CON COM EDITS 2 1/29/14 NEW HOUSE 3 4/3/14 DESIGN FLOW 4 5/9/14 TREE REMOVAL PREPARED FOR: GARY GRASSO 2386 SALISBURY ROAD WESTBURY, NY 11590 BS� ViWV1 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fm FILE: P.\prj\4966400\Civil\-Drawings\4966400-SEP.dwg DWG. NO:.6119-02 SHEET 1 OF 1 JOB. NO: 4-9664.00 `�0u 5e� t`�- IQA HARBO60 R ROAD ASSESSORS MAP 29 = PARCEL 112 D NOTE: EXISTING LEACHING f PITS DEPICTED HEREON 1 ARE APPROXIMATE AND \ �q ARE TO BE LOCATED BY14 1 W THE CONTRACTOR AND o \ PUMPED, FILLED AND OT CRUSHED 1N ACCORDANCE = t \ t N \ WITH TITLE 5. — — — m 1 \ OAD THIPI(4[0)1 IDE VV 165.12 \ \ PRO DR oliW 7600 \D }, LOT 43 4 z \\\ t 18,967t S.F. 0x ASSESSORS CONCRETE MAP 21 �\ \ \ \ BOUND PARCEL 5 \ PORCH FOUND i a \ - \ P PDSED { �A AREA EXISTING PRO EWNG w5o 35 ` UP U� :. v \ 3—BEDROOM OF 19.8 211 BUSHFyS EXISTING DWELLING (F FND) ��; )`� \ CESSPOOL T.O.F.=19.8 E WOODED S N i \ CONCRETE BOUND FOUND BROKEN �y1r LOCUS INFORMATION CURRENT OWNER: THE HEIRS OF 0-35' 35' -50' 501-100, DWELLING O± S. F. Ot S. F. 876± S. F. DECK/SHED O± S. F. O± S. F. 60± S. F. LAWN 740± S.F. 1,444± S. F. S. 1231 S. F. 21 740± S.F. 1,444± S. F. 6, 0591 S.F. TOTAL ZONING DISTRICT: 8,243± S.F. SETBACKS: HARBO60 R ROAD ASSESSORS MAP 29 = PARCEL 112 D NOTE: EXISTING LEACHING f PITS DEPICTED HEREON 1 ARE APPROXIMATE AND \ �q ARE TO BE LOCATED BY14 1 W THE CONTRACTOR AND o \ PUMPED, FILLED AND OT CRUSHED 1N ACCORDANCE = t \ t N \ WITH TITLE 5. — — — m 1 \ OAD THIPI(4[0)1 IDE VV 165.12 \ \ PRO DR oliW 7600 \D }, LOT 43 4 z \\\ t 18,967t S.F. 0x ASSESSORS CONCRETE MAP 21 �\ \ \ \ BOUND PARCEL 5 \ PORCH FOUND i a \ - \ P PDSED { �A AREA EXISTING PRO EWNG w5o 35 ` UP U� :. v \ 3—BEDROOM OF 19.8 211 BUSHFyS EXISTING DWELLING (F FND) ��; )`� \ CESSPOOL T.O.F.=19.8 E WOODED S N i \ CONCRETE BOUND FOUND BROKEN �y1r LOCUS INFORMATION CURRENT OWNER: THE HEIRS OF 0-35' 35' -50' 501-100, DWELLING/GARAGE O± S. F. O± S. F. 1, 200± S. F. DECK/SHED O± S. F. Ot S. F. 1, 006± S. F. LAWN ( -740± S. F. ) Ot S. F. 3. 884± S. F. 21 ( -740± S. F. ) O± S. F. 6, 090± S. F. TOTAL ZONING DISTRICT: 5,350± S.F. SETBACKS: HARBO60 R ROAD ASSESSORS MAP 29 = PARCEL 112 D NOTE: EXISTING LEACHING f PITS DEPICTED HEREON 1 ARE APPROXIMATE AND \ �q ARE TO BE LOCATED BY14 1 W THE CONTRACTOR AND o \ PUMPED, FILLED AND OT CRUSHED 1N ACCORDANCE = t \ t N \ WITH TITLE 5. — — — m 1 \ OAD THIPI(4[0)1 IDE VV 165.12 \ \ PRO DR oliW 7600 \D }, LOT 43 4 z \\\ t 18,967t S.F. 0x ASSESSORS CONCRETE MAP 21 �\ \ \ \ BOUND PARCEL 5 \ PORCH FOUND i a \ - \ P PDSED { �A AREA EXISTING PRO EWNG w5o 35 ` UP U� :. v \ 3—BEDROOM OF 19.8 211 BUSHFyS EXISTING DWELLING (F FND) ��; )`� \ CESSPOOL T.O.F.=19.8 E WOODED S N i \ CONCRETE BOUND FOUND BROKEN �y1r LOCUS INFORMATION CURRENT OWNER: THE HEIRS OF -1 1 OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: EXISTING LOT SIZE:: EXISTING BLD COVERAGE: PROPOSED BLD COVERAGE:: MAP 29 1 113 ,. 208.59' i 00 / L 1600' yG i 3rd ROAD N WF#100/ / ASSESSORS / MAP 29 PARCEL 114 DED J, WFI101 NONE NOT A ZONE II "C", DATED7/2/1992 PANEL #250015 0005 D 25,000± S.F. 18,967± (LOT 43) 1,018± S.F. (5.4%) 3,142± S.F. (16.6%) #179 BAXTER AVENUE ASSESSORS MAP 29 PARCEL 100 rnvrvau+ .� 1 DRIVEWAY 3j.0. PROPOSED GARAGE s SLAB=182 POSED E �8 •y01 A00 1!VOODFIDF#102 NEWAY % 1 EXI G �, D SHED I r� LOT 2 / I O,� �', WF#103 •1iG 221971tS.F. \ \e/ / V / t TP-1� TREE REMARK IN THIS /+. J'•� / \ - 1,28± TREES8 aTG p Y -i PROPOSED '1` CTO BE DETERMINED) / / WF#10 ' 10 N J RESERVE 5 l� / \ \ 110 �0 CONCRETE �\ 1 1\ q #62 HARBOR ROAD c ,, ASSESSORS MAP 21 PARCEL 6 SIG �WF \ - 30 WOOD SIG WFJ3 41.28 #183 BAXTER AVENUE ASSESSORS MAP 29 PARCEL 98 1 CONCRETE BOUND FOUND AND HELD BOUND FOUND AND H LD -' \, / L • ... \ WOODED \ - - �1 I.- si �s 3 y 10 74 5 ` PROPOSED d� MITIGATION AREA C' 5'/STRIP I l o CONCRET 1 30 4 p0" E BOUND FO DI j ,, �,,•„ V T4� "" AND HELD j CONCRETE = , 80UND FOUND `AND HELD !� ay: i \ t — N 80'2800 ��,1 •, \ ,'\ �\i �\�\` 'a\\ \ \ � �0 \ \\ J/F WFJ4 WF#5 F (10t BUSHES) #185 BAXTER AVENUE ASSESSORS MAP 21 PARCEL 4 '-/ —1\""d '�VUe 0 �F "THE EDWARD J. PACELLI Z EnC nm w N REV. LIVING TRUST" TITLE REFERENCE: DOC 1138363 PLAN REFERENCE: LCP 19724—C, DATED 1957 �NqL LAND S PLAN BOOK 223, PAGE 55 ASSESSORS MAP: 21 29 PARCEL: 5 114 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' OCTOBER 23, 2012 SIDE 15' DESC. REAR 20' -1 1 OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: EXISTING LOT SIZE:: EXISTING BLD COVERAGE: PROPOSED BLD COVERAGE:: MAP 29 1 113 ,. 208.59' i 00 / L 1600' yG i 3rd ROAD N WF#100/ / ASSESSORS / MAP 29 PARCEL 114 DED J, WFI101 NONE NOT A ZONE II "C", DATED7/2/1992 PANEL #250015 0005 D 25,000± S.F. 18,967± (LOT 43) 1,018± S.F. (5.4%) 3,142± S.F. (16.6%) #179 BAXTER AVENUE ASSESSORS MAP 29 PARCEL 100 rnvrvau+ .� 1 DRIVEWAY 3j.0. PROPOSED GARAGE s SLAB=182 POSED E �8 •y01 A00 1!VOODFIDF#102 NEWAY % 1 EXI G �, D SHED I r� LOT 2 / I O,� �', WF#103 •1iG 221971tS.F. \ \e/ / V / t TP-1� TREE REMARK IN THIS /+. J'•� / \ - 1,28± TREES8 aTG p Y -i PROPOSED '1` CTO BE DETERMINED) / / WF#10 ' 10 N J RESERVE 5 l� / \ \ 110 �0 CONCRETE �\ 1 1\ q #62 HARBOR ROAD c ,, ASSESSORS MAP 21 PARCEL 6 SIG �WF \ - 30 WOOD SIG WFJ3 41.28 #183 BAXTER AVENUE ASSESSORS MAP 29 PARCEL 98 1 CONCRETE BOUND FOUND AND HELD BOUND FOUND AND H LD -' \, / L • ... \ WOODED \ - - �1 I.- si �s 3 y 10 74 5 ` PROPOSED d� MITIGATION AREA C' 5'/STRIP I l o CONCRET 1 30 4 p0" E BOUND FO DI j ,, �,,•„ V T4� "" AND HELD j CONCRETE = , 80UND FOUND `AND HELD !� ay: i \ t — N 80'2800 ��,1 •, \ ,'\ �\i �\�\` 'a\\ \ \ � �0 \ \\ J/F WFJ4 WF#5 F (10t BUSHES) #185 BAXTER AVENUE ASSESSORS MAP 21 PARCEL 4 '-/ —1\""d '�VUe 0 �F 0 0 �+ > D 0 Z EnC nm w N m a a PARK LOCUS Z s AVENUE m LOCUS MAP NOT TO SCALE �s�P�ZN OF M1/gss9 cy f� GN o KIERAN HEALY w 140.4e1u r v a �NqL LAND S '41 "a, KIERAN J. HEALY DATE PROFESSIONAL LAND SURVEYOR NOTICE OF INTENT PLAN OF LAND ARBOR'ROAD F IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE 1 N OCTOBER 23, 2012 NO. DATE DESC. PREPARED FOR: GARY GRASSO 2386 SALISBURY ROAD WESTBURY, NY 11590 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2012 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Feer FILE: P.\prj\4966400\Civil\—Drawings\4966400—SEP.dwg DWG. NO: 6119-03 SHEET 1 OF 1 JOB. N0: 4-9664.00 0Eb 1GL�� ✓t2�i4 SCc� -�-, e c� -5( �,