Loading...
HomeMy WebLinkAboutEngineered Plans - 2010LOCUS DATA / S75'34'20"E (122-122) (122-121) (122-120) CURRENT OWNER DONALD & 81.61' NOEL GRAY S75418'40"E 148.41' THERE ARE INTERIOR UTILITY — — PLAN REFERENCE 152/79-262/83 CONNECTIONS BETWEEN BUILDINGS — — _ —=E/T C OH N WHICH "DIG-SAFE" WILL NOT MARK OUT. _ — — — — — —48— -- — — DEED REFERENCE 8231-299 i A PRIVATE UTILITY MARKING COMPANY — — 04 -- — — — IS REQUIRED TO MARK OUT THESE i I APPARTMENT WITH 2 BENCHMARK UITLITIES. - - - -- - — -50- CAR GARAGE UNDER CORNER OF BULKHEAD DRIVEWAY ZONING DISTRICT R-40 ELEVATION 52.38 STEM 2. TANK TO OVERLAY DISTRICT NONE EXISTING WOODED AREA / J, LEACH PIT i I INV=50.71 g HIGH CONC. WALL ' I '`On /� // I TO 8E ABANDONED I DECK -� SYSTEM 3. EXISTING FLOOD ZONE "C" 7/2/92 CIJN — /LAUNDRY & 1 I i 1 ` LEACHING SYSTEM EN' w 48-- - - - / / / PROPOSED I S \ \ �- ASSESSORS MAP 122 / VENT ATO REMAIN./ r= s,2 1 OS 1 PARCEL 117 0 Von LOT AREA 28,905± S.F. 50— — — — — — _ — — — _ t iQ ORNAMENTAL PLANTER I � r W -R 9'E CE M I 1 SITE & SEWAGE 3 PROPOSED 500 GALLON D Ole : U LEACHING CHAMBERS INA � ` CELLAR CRAWL SPACE TRENCH CONFIGURATION OF 00I ryN REPAIR PLAN 12.83' X 33.50• ®� DB- #21 l + 5t. EXISTING .1,121 -)%-- %. of PORCy 3 BEDROOM I I DWELLINGSYSTEM 1. ALL ' MINDEN LANE W I COMPONENTS T E INV=50.74 Oil IN i EXISTING WOODED AREA `� 1px1p �p'�• REPLACED. CESSP0 L �� / ^/ / pn0 �I %TQ BE REMOVED F) P CRAWL SPACE ' INV=51.41 YARMOUTH PORT J itI ` / X52 DATE: 2-1-10 t Ck APPLICANT: iiC��Q�'II© DONALD & NOEL GRAY #21 MINDEN LANE "f` ro W< EXISTING BARN YARMOUTH PORT InvcrI• � V EXISTING MA 02675 208.87' i DRIVEWAY BENCHMARK ' CORNER OF BULKHEAD (508) 362-1543 Wo ELEVATION 52.81 SOFA{, '26' SHEET 1 OF 3 EDWA tip N 6A STONE / a (122-117) PREPARED BY:�.�� EAS SURVEY, INC. o 3 t TE LDGUSs s F vg's uric G tA%Y 141 RT. 6A �� ` t r� 0 20 30 40 P.O. BOX 1729 U: rAPPROVED SANDWICH, MA 02563 6 DowZ— GRAPHIC SCALE: (122-118) PH. (508) 888-3619 LOCUS MAP 1 INCH = 20 FEET FAX (508) 888-2496 NOT TO SCALE: I SILL ELEV. 53.15 A&� INV.= 50.74 MAIN HOUSE INV.= 51.41 MAIN HOUSE DATUM: VERTICAL DATUM: BENCH MARK SET: 74 1111 10 -TEE 5'-7" 4'1-61� BOT. 44.20 4' FINISH GRADE ELEV. 51.5 i GAS BAFFLE LIQUID LEVEL PROPOSED 1,500 GALLON SEPTIC TANK YARM. GIS - MSL± CORNER OF BULKHEAD SOUTHWEST CORNER 52.81 SITE & SEWAGE REPAIR PLAN ITZ MINDEN LANE IN YARMOUTH PORT DATE: 2-1-10 APPLICANT: DONALD & NOEL GRAY #21 MINDEN LANE YARMOUTH PORT MA 02675 (508) 362-1543 SHEET 2 OF 3 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 FAX (508) 888-2496 CONSTRUCTION NOTES: COVERS TO WITHIN 6" OF FINISH GRADE 50.6 55'®S=0.074 H-20 DB9 I (3 INLET) 4'-4" D -BOX INV.= 44.47 "T" REQ. 0.01 2 END COVER RIMS TO WITHIN 6" OF FINISHED GRADE FINISH GRADE ELEV. 50.6 GROUND ELEVATION 50.4 C& R- (3) 4'-10"" x W-6" x 36" CHAMBERS H-20 500 GAL CONC. CHAM. > 2 INV. -44.0 m IL 33.5' in 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPIJCANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS OVER THE SEPTIC TANK IS PROHIBITED. 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 MIN 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 t} BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC h 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. 13. MAGNETIC TAPE OVER ALL COMPONENTS. SYSTEM DESIGN DWELLING FLOW VENT 3 BEDROOMS AT1 00 GPB/D 330 GPD REQUIRED SEPTIC TANK 330 x 2 - 660 GAL SEPTIC TANK REQUIRED = 1.500_GAL. 42.0 00000 0"=o 00000 o00000000 0 --4.0' --1 4.83' -- 1 4.0' ---� �- 12.83' SIDE VIEW AT THE TIME OF INSTALLATION THE CONTRACTOR AND 11RMUM SHALL COMMA THE LIMITS OF THE SEPTIC OVERDIG IF RBQUIRBD PRIOR TO THE YARMOUTH BOARD OF HEALTH INSPECTION OF BOTTOM OF HOLE. w •SF r:,Tn�iaA APPARTMENT FLOW -1- BEDROOMS AT 110 GPB/D 110 GPD REQUIRED SEPTIC TANK _ 110 x 2 = 220 GAL. SEPTIC TANK REQUIRED = 1.500 -GAL. 1000 GAL SEP TANK TO REMAIN SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE <2 MIN./INCH LONG TERM APPL. RATE -0.74 GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 440 _ 0.74 SF/GPD = 595 S.F. MIN. REQ. USING 3 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(12.83+33.5') x 2 = 185.3S.F. BOTTOM = 12.83' x 33.5' = 429.8S.F. TOTAL LEACHING AREA = 615S.F. 615 S.F x 0.74 = 455 GPD 455 GPD PROV > 440 GPD REQ. = 15 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) D.T.H. #1 i a DATE: JAN 7, 2010 GROUND ELEV. 51.0 NO GROUNDWATER D.T.H. #2 0 DATE: JAN 29, 2010 GROUND ELEV. 50.3 NO GROUNDWATER A LOAMY SAND 10YR 4/3 B LOAMY SAND IOYR 5/6 C-1 MEDIUM SAND 10YR 7/4 Cd -2 COMPACT SILT/LOAM 10YR ELEV =44.3 C-3 FINE SAND 10YR 7/4 Cd -4 COMPACT SILT/LOAM 10YR 5/6 5% COBBLES NO G. WATER ELEV =37.6 10" 28" 42" 172" 84" 150" 152" A LOAMY SAND 10YR 4/3 50.0 12" 49.5 B LOAMY SAND B.O.H. 10YR 5/6 AMY VON HONE 49.0 24" 48.0 SOIL EVALUATOR C-1 ED. STONE FINE SAND BACKHOE OPERATOR. 10YR 7/4 1 REID ELLIS 48.0 _ 36" 46.8 SOIL TYPE: COMPACT PERC RATE: <2 MIN. PER INCH SILT/LOAM LOADING RATE: 0.74 GAL/SF/MIN 46.0 10YR 5/6 60" 44.3 ELEV =48.0 DTH #1 INDICATES DEEP C-3 TEST HOLE FINE SAND 10YR 7/4 INDICATES �40.0 132" 37.8 P-1 60" PERC TEST C-4 COMPACT NO MOTTLING/WEEPING SILT/LOAM 10YR 5/6 62" INDICATES ADJ. G.WATER 5% COBBLES NO OBSERVED GWATER NO G. WATER 162"�� ELEV =37.5 D.T.H. #2 0 DATE: JAN 29, 2010 GROUND ELEV. 50.3 NO GROUNDWATER A LOAMY SAND 10YR 4/3 B LOAMY SAND IOYR 5/6 C-1 MEDIUM SAND 10YR 7/4 Cd -2 COMPACT SILT/LOAM 10YR ELEV =44.3 C-3 FINE SAND 10YR 7/4 Cd -4 COMPACT SILT/LOAM 10YR 5/6 5% COBBLES NO G. WATER ELEV =37.6 10" 28" 42" 172" 84" 150" 152" FLOOR PLANS LF LAV. m_ BEDROOM LIVING KITCHEN FAMILY o DINING LIVING z BEDROOM 1 a ROOM ROOM rs /fir fl II `, L ROOM J -� FL-A}ajq- Y, �, �.I / r PORCH B]ATH i e N v KITCHEN BATH. c R BEDROOM 3 BATH BEDROOM 4 I DECK !'Lii Li APPARTMENT FIRST FLOOR — MAIN DWELLING SECOND FLOOR — MAIN DWELLING SYSTEM 2 - APPARTMENT FLOW RAISE COVERS TO WITHIN 6" OF FINISH GRADE SITE & SEWAGESILL DESIGN ELEV. 53.15 FINISH GRADESYSTEM REPAIR PLAN GRADE ELEV. 51.9 ELEV. 51.8 ELEV. 51.7 DESIGN FLOW �.�.� �.�.� �� --_.__ ELEV. 50.8 r BEDROOMS AT1 00 GPB/D 110_ GPD ^ A L / MINDEN LANE 43'®S=0.120 REQUIRED SEPTIC TANK IN '' SCH 40 INV_ 4" PVC SCH 40 2 MINMIN=3 MAXMAX 110 x 2 = 220_ GAL. INV.= 50.71 49.88 10"TEE 14"TEE INV.= SEPTIC TANK REQUIRED = 1.500 —GAL. PORT GARAGE/APPT. 49'71 6" EXISTING S.T. TO REMAIN 01 00 GALYARM0UTH GAS BAFFLE H-20 D89 DATE: 2-1-10 4-1 LIQUID LEVEL D -Box o INV.=44.47 SEE APPLICANT: "T" REQUIRED SHEET 2 -.p DONALD & NOEL GRAY • ° #21 MINDEN LANE EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN N YARMOUTH PORT SYSTEM 3 - LAUNDRY & KITCHEN FLOW - SYSTEM TO REMAIN MA 02675 (508) 362-1543 SILL ELEV. 53.15 FINISH GRADE RAISE COVERS TO WITHIN �= GRADE ELEV. 52.0 ELEV. 51.7 ELEV. 52.2 6" OF FINISH GRADE SHEET 3 OF 3 -7747 ELEV. 52.0 ELEV. 51.30 TOP = 48.0 PREPARED BY: a- SURVEY INC. SCHao INV.= MIS a" Pvc sEAS INV.= 50.15 49.73 INV.=S- *[Nv.=49.33 RT. 6A LAUNDRY 49.56:>•141 V.=47.0:•.::P.O. BOX 1729 o MA 02563 �:SANDWICH - `� °•::° ...°. BOT = 41.0 PH. (508) 888-3619 FAX (508) 888-2496 EXISTING 1,000 GALLON SEPTIC TANK TO REMIAN