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HomeMy WebLinkAbout323 Union Street Site and Sewage PlansT9� v~i >r I I oy Z •• RISER WITHIN q� a `co / FINISH GRADE FINISH GRADE 9" OF FINISH GRADE z 73 �� i 28 #327 UNION STREET DIRT N _ I / a FLOOR LOCUS ( 0 In Z + 1 MIN. -3' MAX. COVER PARCEL 91 6m N P � 0 0 v� -� o 0 0 00 00 14"TEE INV.=10.84 TEE 00 0 o 0 0 0 O O QvQ / " 00000 0 0 LOCUS MAP NOT TO SCALE: 'l RAISE COVERS TO WITHIN 6" OF FINISH GRADE l BATH N/F JERROLD •• RISER WITHIN _ Rtttol PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR DATUM: VERTICAL DATUM: N. G. V. D. BENCH MARK USED: YARMOUTH MONUMENT #12 P.K. SET ELEVATION 13.32 GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY MUST WITHSTAND H-20 LOADING. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE .AND SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. CONSTRUCTION NOTES: 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 2. NO WITH HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED SYSTEM PROFILE: NOT TO SCALE TOP OF FOUNDATION ELEV. 15.51 FINISH GRADE ELEV. 13.5 19PY �r 'CS=0.025 (INCLUDES CRAWL) 4" SCH 40 INV.= 2 INV.= 11.57 11.09 10"TEE 5'-7" 4--61/2 1 L [-� 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED 1,500 GALLON PRECAST CONCRETE SEPTIC TANK Q'` L CONCRETE BOUND FOUND v J Cv N/F ROBERT & SANDRA KITTILA #319 UNION STREET ASSESSORS MAP 61 PARCEL 93 EXISTING CESSPOOLS TO BE PUMPED, SANDFILLED CRUSHED AND ABANDONED IN ACCORDF WITH TITLE V. CONCRETE i BOUND FOUND f / v/- BROKEN BENCHMARK Q � � PK NAILSGT , UP 1 \ ELEV 13.32' 3.6' Sal y�.J0"f /f \ � � \ N.G. V.D. \ 59.40. 3 0� �k / T #323 EXISTING 1 1/2 STORY 3 BEDROOM / DWELLING (CRAWL) TC/SILL EL=15.51 / 34EXISTING / DWELLING PROP. BULKHEAD / FUPLL ND. / C.F. EL. 8.0' iv / J EXISTING // C.O. PATIO / PROP. cQ R O B E- 21.1' ADDITION 4.4_ / (CRAWL ) �)RIVEWAY l PROPOSE / 1500 GALLON \ 10'MIN SEPTIC TANK / N y _l � L 28.3' / °' 1 iS) 1 INV.=9.52 0 O 0 0 00000 0 0 0 00000 00000 00000 EXISTING BOT. ELEV. 6.0 LEACHING PIT 6' DIA WITH 2' OF STONE ip M TOWN OF YARMOUTH CONCRETE BOUND FOUND AND HELD 19470 f USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER BY EAS SURVEY FIELD MEASUREMENTS RECORD MHW = EL. 1.4' ?8j S4 T /N c NC((RHO/f F fT OUjyO tYq// qN0 If qT @qS yfGO D.T.H. #1 SYSTEM DESIGN DATE: 6/9/96 TITLE V GROUND ELEV 12.7 NO GROUNDWATER DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 3-3Q GPD REQUIRED SEPTIC TANK ___330 x_2 _ _____ 660 GAL. SEPTIC TANK PROVIDED = _12QP _GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ C2__ _MIN./INCH LONG TERM APPL, RATE-074-GPD/S,F.' SIZE OF LEACHING SYSTEM PROVIDED: EXISTING 6' DIAMETER PIT WITH 2' OF STONE AROUND EFFECTIVE SIZE 10' .DIAMETER BY 3' DEEP., LJ NO GROUNDWATER ELEV = 2.7 SEPTIC INSPECTOR NOTE: MIKE DeDECKO EXISTING THREE BEDROOM DWELLING EXISTING SHED RAISE COVERS TO WITHIN 6" OF FINISH GRADE l FINISH GRADE 13'1 N/F JERROLD RISER WITHIN _ MATCH EXISTING `co / FINISH GRADE FINISH GRADE 9" OF FINISH GRADE - 73 �� i ELEV. 12.9 ELEV. 12.7 #327 UNION STREET DIRT N _ I / GROUND ELEVATION 12.6 FLOOR 14'5=0.080 2'RISER TOP ELEV. 10.0 2'RISER 1 MIN. -3' MAX. COVER PARCEL 91 1\ EXISTING � +rM-AX 4" PVC SCH 40 13'®5=0.040 FO -,o ll -� o 0 0 00 00 14"TEE INV.=10.84 TEE 00 0 o 0 0 0 O O " 00000 0 0 00000 GAS BAFFLE 5 OUTLET INV.=9.0 PROPOSED 4'-1" LIQUID LEVEL MAPLE (@ 3 TO D -BOX 00000 13' 00000 D -BOX 4'-4" INV.=9.72 �j 00000 0 0 0 00000 0 00000 1> 00000 a o 0 3/4" DOUBLE WASHED STONE ELEV 9f 11 0 ' 0 O o 0 0 0 0 0 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED 1,500 GALLON PRECAST CONCRETE SEPTIC TANK Q'` L CONCRETE BOUND FOUND v J Cv N/F ROBERT & SANDRA KITTILA #319 UNION STREET ASSESSORS MAP 61 PARCEL 93 EXISTING CESSPOOLS TO BE PUMPED, SANDFILLED CRUSHED AND ABANDONED IN ACCORDF WITH TITLE V. CONCRETE i BOUND FOUND f / v/- BROKEN BENCHMARK Q � � PK NAILSGT , UP 1 \ ELEV 13.32' 3.6' Sal y�.J0"f /f \ � � \ N.G. V.D. \ 59.40. 3 0� �k / T #323 EXISTING 1 1/2 STORY 3 BEDROOM / DWELLING (CRAWL) TC/SILL EL=15.51 / 34EXISTING / DWELLING PROP. BULKHEAD / FUPLL ND. / C.F. EL. 8.0' iv / J EXISTING // C.O. PATIO / PROP. cQ R O B E- 21.1' ADDITION 4.4_ / (CRAWL ) �)RIVEWAY l PROPOSE / 1500 GALLON \ 10'MIN SEPTIC TANK / N y _l � L 28.3' / °' 1 iS) 1 INV.=9.52 0 O 0 0 00000 0 0 0 00000 00000 00000 EXISTING BOT. ELEV. 6.0 LEACHING PIT 6' DIA WITH 2' OF STONE ip M TOWN OF YARMOUTH CONCRETE BOUND FOUND AND HELD 19470 f USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER BY EAS SURVEY FIELD MEASUREMENTS RECORD MHW = EL. 1.4' ?8j S4 T /N c NC((RHO/f F fT OUjyO tYq// qN0 If qT @qS yfGO D.T.H. #1 SYSTEM DESIGN DATE: 6/9/96 TITLE V GROUND ELEV 12.7 NO GROUNDWATER DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 3-3Q GPD REQUIRED SEPTIC TANK ___330 x_2 _ _____ 660 GAL. SEPTIC TANK PROVIDED = _12QP _GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ C2__ _MIN./INCH LONG TERM APPL, RATE-074-GPD/S,F.' SIZE OF LEACHING SYSTEM PROVIDED: EXISTING 6' DIAMETER PIT WITH 2' OF STONE AROUND EFFECTIVE SIZE 10' .DIAMETER BY 3' DEEP., LJ NO GROUNDWATER ELEV = 2.7 SEPTIC INSPECTOR NOTE: MIKE DeDECKO EXISTING THREE BEDROOM DWELLING EXISTING SHED \ O l / h / N/F JERROLD _ `co / & RITA W�iER 1694_ S.F. - 73 �� i #327 UNION STREET DIRT N _ I / ASSESSORS MAP 61 FLOOR 5.0 \ 8 0, PARCEL 91 1\ EXISTING v LEACHING PIT TO REMAIN �I Il 1 1 28" PROPOSED / MAPLE (@ 3 TO 13' D -BOX DTH -1 qSS R� My41 76.4 t fR) 9f EXISTING 6� GARAGE N/F DAVID COULTER #26 PLEASANT STREET ASSESSORS MAP 61 • PARCEL 94