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HomeMy WebLinkAbout13 Sagamore Road - Sewage Disposal SystemA.) NEITHER DRIVEWAYS NUK YAKNNU AKCA7 AK[ A au Uvoc L)c :,c. �r�, uv. UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT Be RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LE55 CON5TRLICIED A5 SHOWN. ANY CHANGES SHALL 8E APPRO® VIN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 3 BEDROOM DWEWNG @ I 10 GPD - 330 GPD LEACHING CAPACITY REQUIRED: 3 BEDROOMS NAT.) @ 1 TO GPD - 330 GFD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW a 330 GPO @ 20M- 660 GAL REQUIRED C O N STRU CTI O N NOTES- TEST HOLE 2: EL -8.0± SEPTIC TANK CAPACITY PROVIDED_ 150�GA SEPT C 1' ICK @Alf .. ALLOWED) 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE. TITLE 5. AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAP(S), DOSING CHAMBER") AND DISTRIBUTION BOX(E5) 5HALL BE SET ON A LEVEL 5TA13LE BASE WHICH HA5 BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. - - I'll©• • � - • a • .. � •- Fa • • • �� •uIC T" E1�Q a�• •• ., u. •I.I��LL �•a•1�==�Q�a�araa� PERCOLATION RAM LE55 THAN 2 MINANCH IN 'C' LAYERS. �.�OV ��� l•/GiaFll•OIl'1��� •Iaa�•LL�r1 �L•t.•r+4 TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48.VANSNE B N 4 , INC.LNC WTM155ED BY: JANE EOTTE 3 BEDROOM DWEWNG @ I 10 GPD - 330 GPD LEACHING CAPACITY REQUIRED: 3 BEDROOMS NAT.) @ 1 TO GPD - 330 GFD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW a 330 GPO @ 20M- 660 GAL REQUIRED C O N STRU CTI O N NOTES- TEST HOLE 2: EL -8.0± SEPTIC TANK CAPACITY PROVIDED_ 150�GA SEPT C 1' ICK @Alf .. ALLOWED) 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE. TITLE 5. AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAP(S), DOSING CHAMBER") AND DISTRIBUTION BOX(E5) 5HALL BE SET ON A LEVEL 5TA13LE BASE WHICH HA5 BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. - - I'll©• • � - • a • .. � •- � wFmff ®■ AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- PERCOLATION RAM LE55 THAN 2 MINANCH IN 'C' LAYERS. ONtj () - 1500 GAL SEPTIC TANK TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48.VANSNE B N 4 , INC.LNC WTM155ED BY: JANE EOTTE (1) - 650 GALLON PUMP CHAMBER 4J SCHEDULE 40 PVC INItT AND 011RtT TSPS SMALL EXTEND A MINIMUM OP 6' TEM, , ENT A ST LE COU - - CHARLOTTE STEM, AGENT, BARNSTABIE COUNTY HEALTH DEPT. ONE (1) - 30.5' x 12.0 LEACH FIELD DETAIL OF VENT ACCESS BOX: CONSERVATION NOTES: NOT TO SCALE . - - 1.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED HA1'BNF5 SHALL - BE CONSTRUCTED ALONG THE LIMIT OF WORK UNE PRIOR TO THE COMMENCEMENT OF finish Grade OF ANY WORK. 4' 2.) ROOF RUN-OFF FROM ADDITION SHALL BE CONTROLLED BY GUTTERS. DOWNSPOUTS AND DRYWELL5 OR STONE TRENCHE5 UNDER DRIP LINES. 6' PVC Sleeve with screw -on cap for access 3.) CONTRACTOR. BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR 1.5crewcn Cap TO AND DURING CONSTRUCTION. . Yarmouth, -- -MA d ..LEACHING CAPACITY PROVIDED:- - - ONE(Ij3O.5rX T1FLEACHING FIELD CAN LEACH: V PVC Access Pipe 8 4J PROPOSED DRIVEWAY SHALL BE CONSRUCTiD OF A PERVIOUS MATERIAL Vt-(30X 12)0.74 GP)/5r-270.84 GPD r' - 270 GPD<330 GPD REQUIRED - SEE VARIANCE # 11 NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. M TOP Or 5LA8 - - - EL- 10.00 30' DIAMETER CAST IRON FRAME AND COVERS RASED TO GRADE 314'-1-1/2'55-tone5a5e - �,� Q4} NOT TO SCALE NOT Pill Material tL ' PLAN BOOK 47 PAGE 1 13 " ' PARCEL1303O DEED OOR5'IMAP 29 PARCEL7128 1 De/tnbuton Lateral' 114• Vent Hole/ 90* Bend LEGEND __-32 EXISTING CONTOUR 32 PROP05ED CONTOUR + 9&39 EXISTING SPOT GRADE PARCEL 131 24X5 PROPOSED SPOT GRADE POSED WATER SERVICE LINE KATZ _W_ WATER SERVICE LINE TO BE SLEEVED WITH 4• PVC OVERHEAD UTILITY SERVICE WITHIN I a OF SEPTIC TANK -u- UNDERGROUND UTILITY SERVICE PARCEL 129 4311, AND PUMP CHAMBER _G_ GAS SERVICE UNE P TEST HOLE / BORING LOCATION GALLAGHER 7.65 8 qi� ST SEPTIC TANK PC PUMP CHAMBER s.. ting Water Service Lane 5A5 SOIL ABSORPTION SYSTEM r 70 BE REMOVED FmsnNG GRAVEL DRIVE J �2 RESERVED FOR FUTURE TO BE EXPANDED TO CIL UTILITY POLE AREA - 730 5F± 5T O 60 M 'PO,q ® CATCH BA51N YOd* FOUR PARKING SPACES4 @ 18' x 9' PROVIDED o t!G g \ 3x WELL HYDRANT \ � � � � �•� �RtTPNNeNGW LL�� ® WELL 50± -� 7.4 II `\ ZA EL -9.75 ® DRAINAGE MANHOLE Zone t 31 MITU X 13.33' (Vg / '_ / / �� �• ■ CONCRETE BOUND, FOUND OUR9.45 -� TOP OF BANK jI4 / -o-- UMLT OF WORK -Y 3.57 Da5TING 3 BEDROOM DWELLING/ PROPOSED PA55ME VENT - TO BE REMOVED / Reserve TWO LINES OF 40 5C 40 FVC PIPE AT TOP OF FIELD 9. 4 10 WCATION TO BE APPROVED BY OWNM PRormED50X10P.FSERVE / -`` / J 1�0 PROPOSED Dec- /y QO Da j + 10.28 2 OVLRHANG5 PROPOSED DECK\ C%0"rL/ o ! 6.44` IJ BRSTING CONCRETE BLOCK Pato `-.Q¢O\V 07 \ WALL TO BE REMOVED � 1 02 e 3.14_`.r op of _ �.05 y4 �9g �\ .O8 olSokrsh�h a1r, .5.80 5.74 L 1'{ SALT MARSH � \� PARCEL 127 +..3.29 /4.53 6.43/ KACZMAREK .53 + 5.49 � - Area - I ,260 SF± NO WETLAND5 ARE %, 1 BENCHMARK: LOCATED ON ( + s.11 _ / a.27 _ LOTS 53 � 54 �( f5oia��'-7=+%� Top of Concrete Bound 41 Area i 0,800 SFt / W`a'nd \ EL= 4.53 (NGVD) + 5.23 49 all, i./ • � Boulder / f PARCEL I 18 GOODRICH r 3.30 • 4.99 CO { 2.05 all, 4` 3.3 �D O\\ 4... a i��ae s.oz 94 ,`�� iH151S A REVISED PLAN y/ �� DATE 1.05' REV. . L�------- DISCARD ALL PRIOR PLANS * 1.0 2.05 - / PLAN FLOOD ZONE: A 12 SCALE I'=2(Y : USE LEBARON LT 104 OR APPROVED EQUAL 2 TH IBJ AREA 1�J'rJERVED REVISED 10/21/02: Moved proposed dwelimg bcabon ten Teel to the south.. . 9.75 36 Mm `yi 1.99 + 2.80 /� BY TOWN WATER. REVISED 09/24102: Added wan totes 7. 8 4 9 and con5trucdon notes 191 20. s LL' P E1-8.75 P EL -9.75//J / P EL- 9.8 ropostd /�e . , 1.93 :. 1 REVISED 09112/02: Added water lime. test hoip and re -designed 5ewhge System. 8.75 S Mimi 36' Max y,: ai + 3.08 t' \;�� •\ ,• PloatS shun be m5tanrd r.,' e / \6 RECEIVED REMISED O8/ 13/02: Corrected Vannas. t Y can reached= V LAYER OF 1/8"- 1/2' STONE Iran manhole cover. 11L ' - REVISED Od0C.r02: Prided Varna #7. 8.0± I-1/2'DeleryLme 3/4'- 1-1/2.5TONE (� Cleanout Edda BO FV 6.08 �' / 8.00 I O C T `L 2002, REVISED ONO 1102: Added Variance #G and 40 mil liner. VU L ate Vahe REVISED 03/ 15102: Changed Bvfier Zone, added area of isolated weaand and Note #4. I Concrete I Cr Poured pU Edd TOWN OF YARMOUTH 3� O 14 G Check valve 1/4' Bleeder Hole Th g _ BOARD OF APPEALS 4V T 27'5afetyV�Iume 4 Leonard J. Gallagher, Jr., et al, Trustees 53• Alam, ON `<' - c% McShane Construction, P.O. Box 429, 05tervilte, MA 02655 [ GAS BAFFLE . p 04 - Pump Orr 8" CONCRETE 8" CONCRETE + 5.21OF SEWAGE DISPOSAL SYSTEM RETAINING WALL RETAINING WALL Y: p ':�'4s4• 13 5a9 amore Road, Yarmouth, MA I6'Concrete Fir 31.837113.33' 31.83)(13.33' _ J AL0. ( �' 'C,,�PIrtt►gRA• �'`+,.•• Concrete Fill T� - Lx 16• of 3o0o P51 io n _ Groundwater EL -3.o xx + � LY m BENNETT A UREILLYe Inc. 6' ? } J No: r Engineering. l �ironmeatal and Surveying U Services 8 to provide anb-buoyancy weight - • •k.. i n : 1500 GALLOtt 650 GALLON 30.5%12.07(O.51 q9O cls I 5EPTIC TANK PUMP CHAMBER LEACH FIELD �- - `- j % 0 ,fi- , �" *', a stip;•^ 1573 Main Street - Route 6A % I..Zv� { ' a •,, s+' P.O. r, SBB7 ' H-20 -_ �' H-20 - PRJ35UR2 DOSED � (608)896-8890 Office Brewster, MA 02891 (600)808-4687 ?a= USE 5HOREY PRECA5T WITH SWITCHING LEVELS - - 21.230 LB USE 5HOREY PRECAST : 3� 6.080 LB DATE: SCALE: .. BY: CHECK, J03 NJNBER: `. 12/ 14/02 AS Noted JER/e JMO 5001-3222 ) 3.) SEPTIC TANKS) SHALL MEET A5TM STANDARD Cl 127-93 AND SHALL HAVE DATE OF TESTING: 11120/01 INSTALL: AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- PERCOLATION RAM LE55 THAN 2 MINANCH IN 'C' LAYERS. ONtj () - 1500 GAL SEPTIC TANK TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48.VANSNE B N 4 , INC.LNC WTM155ED BY: JANE EOTTE (1) - 650 GALLON PUMP CHAMBER 4J SCHEDULE 40 PVC INItT AND 011RtT TSPS SMALL EXTEND A MINIMUM OP 6' TEM, , ENT A ST LE COU - - CHARLOTTE STEM, AGENT, BARNSTABIE COUNTY HEALTH DEPT. ONE (1) - 30.5' x 12.0 LEACH FIELD ABOVE THE FLOW UNE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE WATER ENCOUNTERED AT EL --0.81N TH # I AND EL -1.5 IN TM 02 DURING LGH TIDE. CEN(ERUNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF 50r. ABSORPTION 5 TEM. 5.) RAISE COVERS OP THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USING OBSERVED WATER OF 15 SAGAMORE ROAD OF 3.0 CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G' OP MNI5H GRADE. 6.) PIPING SHALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE WD ON A MINIMUM CONTINUOUS GRADE OP NOT LE55 THAN I %. ' 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4' DIAMETER SCHEDULE 40 PVC LAID AT O.D05 Fr/FT. UNE SHALL BE CAPPED VARIANCES REQUESTED: WALL DETAIL: AT END OR AS NOTED. NOT TO SCAM 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST TITLE 5 AND LOCAL SANITARY REGULATIONS 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEMA. WATER TEST DISTRIBUTION BOX TO A55URE EVEN DISTRIBUTION. 310 CMR 15.21 1--DStance5: 8+ f 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6' MEASURED BELOW 1.) Septic Tank is not 10 (Fan property lines TOP OF WALL EL -9.75 THE OUTLET INVERT. 5' Prwlded S Varnce R,questcd SEE WALL NOTES 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/41 TO 2.) Septic Tank a not I0 from cellar wan. -1/2' DOUBLE WASHED STONE FREE OF (TON, FINES AND DUST AND SHALL BE 5' Provided 5' Variance Requested k INSTALLED BELOW THE CROWN Or THE DISTmBnON UNE TO THE BOTTOM OP THE 3.) Sal At,5orption System is not I a from property Mmes - BOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2' 3' Fronded 7 Variance Requested - LAYER OF 118' TO 1 /2' DOUBLE WASHED STONE FREE OF IRON, PINES AND DUST. 4.) Sad Abeorpton 5y5tem a not I a from cellar wall (slab) 11.) VENT SOIL ABSORPTION 5Y5TEM WHEN DISTRIBUTION LINE511XCUD 50 FEET; 5' Pranded S ViNt Le Rfxjupted 5.) Reserve Area a tot 1 a from property kris 7 40 MIL HOPE LINER OR C ' WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, DOSED. PRE55UREArea 2 r 3'-6" L APPROVED EQUAL TURNING AREAS OR OTHER IMPMV105 MATERIAL; OR WHEN 6,) Area I0 cellar llaawoman (stab) a n #4 RE -BAR @ f 0 O.C. WITH 12.) 501L ABSORPTION SYSTEM SHALL BE COVERED H A MINIMUM OP 9' Or 2' Provided 8' Verona Requested r ov (overlap corners)) MEDIUM SAND (EXCLUDING TOPSOIL). 7.) Water Service Line not 10 from Septic Tank PROPOSED GRADE VARIES .. , #4 RE -BAR @ i 8' o.c. L 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G' OVER THE TOP OF ALL SYSTEM 2' Provided 8' Vara nRegwated � � ` COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER LOCAL CONCRETE WALL AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 8.) Soil Absorption System a not 100 from Isolated Weaand r ' WITH FOOTING p .. OF 91. - - 53' Fronded 47 Variance Requested ( - 14.) PROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL- 9J Reserve Area n not 100' from 15olatro Wetland - i RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB5ORP- 50 ProHded 50 Variance Requested TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM 10.) Reserve Area t5 rot 100' from Top of Bank EMA5TING GRADE EL -8.0± 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION 43' Var Requested 3 L O CMR i 5 405= Lord Upgraddee Approval BY AN AGENT OF THE BOARD OP HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- ~' QUIRES A VARIMM AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 1.) Leach Field not designed at 100% cpacily for 3 bedroorm THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 82% Provided 18% Variance Requested 6.2 f ' PERMIT AND APPROVED PIANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 16.) 501L REMOVAL_ ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FROM r 2' X 4' CONTINUOUS KEY - BELOW THE LEACH FIELD DOWN TO THE CLEAN SAND LAYER. AREA SHALL BE 7-5 BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. #4 RE -BAP @ W o.c. 12" Overlap Comm) I 17.) OWNER/ CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR TO EXCAVATION. .. r •-., . ...- #4 RE46AP @ 18' o.a I'. I 18.) CONTRACTOR SHALL VERIFY BUILDING 5ErBACK5; COMPLIANCE WITH ZONING SETBACKS I5 NOT D"T551) OR IMPLIED HEREON. - 19.) CONTRACTOR SHALL SCHEDULE A CLEAR WATER TEST WITH THE BOARD or - HEALTH AND THE ENGINEER FOR THE PUMP AND PRESSURE D05m LEA.C11 FIELD PRIOR TO BACKFILLING. (48 HOURS ADVANCE NOTICE REQUIRED) t 20.) ENGINEER SHALL INSPECT AND CERTIFY THE ENTIRE SEWAGE SYSTEM INSTALLATION. CONTRACTOR SHALL GIVE 48 HOURS ADVANCE NOTICE. 'PUMP NOTES: 31.83' . 1.) USE MI'_YER5 5RM 4 4110 HP PUMP OR EQUAL { 2) PUMPING REQUIRE MENT5: A) TOTAL DYNAMIC HEAD NO LESS THAN 12 FEET. Poured Concrete Wan, of 8' P all EL -9.75 B) TOTAL FLOW RATE NO LESS THAN 32 GPM. 3.) PUMPS SHALL BE CAPABLE OF PASSING A 2' SOLID. 4J PUMP CHAMBER ALLOWS STORAGE CAPACITY' EQUAL TO DAILY FUMYVOLUM N I.5ched 80 PVC Detnbution li I (30' Lona (rypica OF 330.5 GALLONS. 'r 5.) PUMP CHAMBER SHALL BE EQUIPPED WITH A HIGH WATER ALARM WITH I/4' Perforatiorn at 4' o.c. - .A VI5181E SIGNAL AND AN AUDIBLE BELL, WIRED TO A SEPARATE CIRCUIT .THAN THE PUMP - - - - - - - 6)DOSINGFREQUENCY: v ------------------ ------------ - - - FIELD SHALL BE D05ED NINE TIMES PER DAY @ 37 GALLONS PER DOSE. 1-I/2.5ched 80 PVC Manifold (8 Long) IWALL NOTES : In I-1 /2 �Schrd 80 PVC Defrvery Lm . 1.) ALL CONCRETE SMALL BECLA55A.4000P51@28DAYS - - v - - - - - - 4' Sched 40 PVC Vent Ape (30 -------------------- lTypirap-�- WITH TYPE 1 PORTLAND CEMENT. I 2.) 2' MINIMUM COVER ON ALL REINFORONG STEEL. 1 3.) ALL STEEL SHALL BE GRADE G0. E 4.) 12' LAYER OF CRUSHED STONE SHALL BE PLACED BELOW FOOTING; iv f ALL TOPSOIL AND 5UB501L SHALL BE REMOVED FROM FOOTING AREA. 5.) NO PORTION Of WALL SHALL BE BACKPILLED FOR 28 DAYS ro AFTER CONCRETE FOUR 6.) HORIZONTAL RE -BAR SHALL WRAP AROUND CORNERS OF WALL TO PROVIDE SOLID CONTINUOU5UPPORT. 3a 7.) ENGINEER 511ALL STAKE FOOTING LOCATION. 8.) ENGINEER SHALL FIN FOUNDATION LOCATION ON FOOTING. 30.5' 9.) ENGINEER SHALL INSPECT STEEL REINFORCEMENT OF - WALL AND FOOTING PRIOR TO THE POURING OF CONCRETE. - - 30. 7(12.07(0.5' LEACH FIELD FLOW PROFILE: DMED SURVIEW NOT TO SCAIJ _ TOP Or 5LA8 - - - EL- 10.00 30' DIAMETER CAST IRON FRAME AND COVERS RASED TO GRADE 314'-1-1/2'55-tone5a5e - �,� Q4} NOT TO SCALE NOT Pill Material tL ' PLAN BOOK 47 PAGE 1 13 " ' PARCEL1303O DEED OOR5'IMAP 29 PARCEL7128 1 De/tnbuton Lateral' 114• Vent Hole/ 90* Bend LEGEND __-32 EXISTING CONTOUR 32 PROP05ED CONTOUR + 9&39 EXISTING SPOT GRADE PARCEL 131 24X5 PROPOSED SPOT GRADE POSED WATER SERVICE LINE KATZ _W_ WATER SERVICE LINE TO BE SLEEVED WITH 4• PVC OVERHEAD UTILITY SERVICE WITHIN I a OF SEPTIC TANK -u- UNDERGROUND UTILITY SERVICE PARCEL 129 4311, AND PUMP CHAMBER _G_ GAS SERVICE UNE P TEST HOLE / BORING LOCATION GALLAGHER 7.65 8 qi� ST SEPTIC TANK PC PUMP CHAMBER s.. ting Water Service Lane 5A5 SOIL ABSORPTION SYSTEM r 70 BE REMOVED FmsnNG GRAVEL DRIVE J �2 RESERVED FOR FUTURE TO BE EXPANDED TO CIL UTILITY POLE AREA - 730 5F± 5T O 60 M 'PO,q ® CATCH BA51N YOd* FOUR PARKING SPACES4 @ 18' x 9' PROVIDED o t!G g \ 3x WELL HYDRANT \ � � � � �•� �RtTPNNeNGW LL�� ® WELL 50± -� 7.4 II `\ ZA EL -9.75 ® DRAINAGE MANHOLE Zone t 31 MITU X 13.33' (Vg / '_ / / �� �• ■ CONCRETE BOUND, FOUND OUR9.45 -� TOP OF BANK jI4 / -o-- UMLT OF WORK -Y 3.57 Da5TING 3 BEDROOM DWELLING/ PROPOSED PA55ME VENT - TO BE REMOVED / Reserve TWO LINES OF 40 5C 40 FVC PIPE AT TOP OF FIELD 9. 4 10 WCATION TO BE APPROVED BY OWNM PRormED50X10P.FSERVE / -`` / J 1�0 PROPOSED Dec- /y QO Da j + 10.28 2 OVLRHANG5 PROPOSED DECK\ C%0"rL/ o ! 6.44` IJ BRSTING CONCRETE BLOCK Pato `-.Q¢O\V 07 \ WALL TO BE REMOVED � 1 02 e 3.14_`.r op of _ �.05 y4 �9g �\ .O8 olSokrsh�h a1r, .5.80 5.74 L 1'{ SALT MARSH � \� PARCEL 127 +..3.29 /4.53 6.43/ KACZMAREK .53 + 5.49 � - Area - I ,260 SF± NO WETLAND5 ARE %, 1 BENCHMARK: LOCATED ON ( + s.11 _ / a.27 _ LOTS 53 � 54 �( f5oia��'-7=+%� Top of Concrete Bound 41 Area i 0,800 SFt / W`a'nd \ EL= 4.53 (NGVD) + 5.23 49 all, i./ • � Boulder / f PARCEL I 18 GOODRICH r 3.30 • 4.99 CO { 2.05 all, 4` 3.3 �D O\\ 4... a i��ae s.oz 94 ,`�� iH151S A REVISED PLAN y/ �� DATE 1.05' REV. . L�------- DISCARD ALL PRIOR PLANS * 1.0 2.05 - / PLAN FLOOD ZONE: A 12 SCALE I'=2(Y : USE LEBARON LT 104 OR APPROVED EQUAL 2 TH IBJ AREA 1�J'rJERVED REVISED 10/21/02: Moved proposed dwelimg bcabon ten Teel to the south.. . 9.75 36 Mm `yi 1.99 + 2.80 /� BY TOWN WATER. REVISED 09/24102: Added wan totes 7. 8 4 9 and con5trucdon notes 191 20. s LL' P E1-8.75 P EL -9.75//J / P EL- 9.8 ropostd /�e . , 1.93 :. 1 REVISED 09112/02: Added water lime. test hoip and re -designed 5ewhge System. 8.75 S Mimi 36' Max y,: ai + 3.08 t' \;�� •\ ,• PloatS shun be m5tanrd r.,' e / \6 RECEIVED REMISED O8/ 13/02: Corrected Vannas. t Y can reached= V LAYER OF 1/8"- 1/2' STONE Iran manhole cover. 11L ' - REVISED Od0C.r02: Prided Varna #7. 8.0± I-1/2'DeleryLme 3/4'- 1-1/2.5TONE (� Cleanout Edda BO FV 6.08 �' / 8.00 I O C T `L 2002, REVISED ONO 1102: Added Variance #G and 40 mil liner. VU L ate Vahe REVISED 03/ 15102: Changed Bvfier Zone, added area of isolated weaand and Note #4. I Concrete I Cr Poured pU Edd TOWN OF YARMOUTH 3� O 14 G Check valve 1/4' Bleeder Hole Th g _ BOARD OF APPEALS 4V T 27'5afetyV�Iume 4 Leonard J. Gallagher, Jr., et al, Trustees 53• Alam, ON `<' - c% McShane Construction, P.O. Box 429, 05tervilte, MA 02655 [ GAS BAFFLE . p 04 - Pump Orr 8" CONCRETE 8" CONCRETE + 5.21OF SEWAGE DISPOSAL SYSTEM RETAINING WALL RETAINING WALL Y: p ':�'4s4• 13 5a9 amore Road, Yarmouth, MA I6'Concrete Fir 31.837113.33' 31.83)(13.33' _ J AL0. ( �' 'C,,�PIrtt►gRA• �'`+,.•• Concrete Fill T� - Lx 16• of 3o0o P51 io n _ Groundwater EL -3.o xx + � LY m BENNETT A UREILLYe Inc. 6' ? } J No: r Engineering. l �ironmeatal and Surveying U Services 8 to provide anb-buoyancy weight - • •k.. i n : 1500 GALLOtt 650 GALLON 30.5%12.07(O.51 q9O cls I 5EPTIC TANK PUMP CHAMBER LEACH FIELD �- - `- j % 0 ,fi- , �" *', a stip;•^ 1573 Main Street - Route 6A % I..Zv� { ' a •,, s+' P.O. r, SBB7 ' H-20 -_ �' H-20 - PRJ35UR2 DOSED � (608)896-8890 Office Brewster, MA 02891 (600)808-4687 ?a= USE 5HOREY PRECA5T WITH SWITCHING LEVELS - - 21.230 LB USE 5HOREY PRECAST : 3� 6.080 LB DATE: SCALE: .. BY: CHECK, J03 NJNBER: `. 12/ 14/02 AS Noted JER/e JMO 5001-3222 )