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Home My WebLink About22.431 - Site and Sewage Plan (3)SYSTEM PROI= ILE: 28 NOT TO SCALE FIRST FLOOR TOP OF FOUNDATION RAISE COVERS TO WITHIN 6" OF FINISH GRADE ELEV. 13.5 ELEV. 12.5 FINISH GRADE FINISH GRADE SILVER LEAF LANE ELEV. 11:8 ELEV. 12.16 FINISH GRADE ////.�� ///.� ///� ELEV. 11.0 TOP = 11.16 GROUND ELEVATION 10.75 wm of ENGLEWOOD" 1 MIN. -3' MAX. COVER BROADWAY 10'® 2% SLOPE TOP STONE ELEV 9.92 14" VC SLOPE 4' PV 4" PVC SCH 40 O O O O O O O O 00 O O O O 2, -MIN 1/8 -1 /4" DOUBLE WASHED PEA STONE SCH 40 INV.= 22 MI-"- MAX LOCUS00000000000000000000000 .I INV.= 10.34 10.14 10"TEE 14"TEE INV.=9.89 /6- O O OO O OO O O O O O O 7 3/4" DOUBLE WASHED STONE N000.0000000000000000000 5'-7" GAS BAFFLE 5 OUTLET „ ,. 1 20'x30' LEACHING FIELD/3 LATERALS ST IPOUT AROUND SYSTEM TO C HORIZON MIN DEPTH 4'-g /2 4'-1" LIQUID LEVEL D -BOX STRIPOUT (30'x40') 9.27 BOTTOM OF END OF PIPE FRp 4'-4" INV•=9.69 INV.=9.42 / INV.=9.52 �F LEWIS .�. ELEV V. 8.77 BOTTOM OF STONE BST 5.56 FR ST BAY o6" BASEOFCRUSHED STONE OR MECHANICALLY COMPACTED TEST PIT #1 ADJ. GW, ELEV 3.77 1,500 GALLON. PRECAST TIDAL WATER ELEV: 2.5 CONCRETE SEPTIC TANK LOCUS MAP \ I i #18 COLUMBUS AVENUE #14 COLUMBUS AVENUE NOT TO SCALE: ` I I ASSESSORS MAP 22 ASSESSORS MAP 22 PARCEL 443 PARCEL 442 D.T.H. #1 I DATE: OCTOBER 19, 2005 GROUND ELEV 8.1 i 0; NO GROUNDWATER - - cn ° CONCRETE BOUND 90.00' FOUND & HELD - 10.00' _. FILL A ADDRESS LOAMY SAND 10YR 3/2 B PLAN REFERENCE MEDIUM SAND 7.5YR 5/8 ELEV = 2.85 C II MEDIUM SAND 2.5Y 6/2 B.O.H. 1 r .� N47'25'00'E 100.00' /1 42 A. VON, HONE SOIL EVALUATOR. �\ \\ \ RO OS PO L F NC \ 1� D. MEYER DRAINAGE DEPRESSION \ L BACKHOE OPERATOR. (PER YARMOUTH CONSERVATION OFFICER) \ \\ 9'2 9.5 20 \ PROPOSED _ 48" A & B CANCO O' 52.. SOIL TYPE: �_ / - -, ING / 10x14 EXISSTTING PERC RATE: <2 MIN. PER INCH // \ \ : ; SHED BUI LOADING RATE: 0_74 GAL/SF/MIN 63" WELL: MIW-29 - -a-I-� ---------- -I NOTES: 64 ZONE: A ?O> LEVEL: 8.2 �g� I FLOOD VENTS TO BE INSTALLED i / ADJ: 1.7 id ( / a c c ° ° 110.0 ...:`..,:\.....:. I PER ARCHITECTURAL PLANS USE BOH ALLOWED ADJ. OF 1.0' J i I a \ ° EXISTINO SEPTIC COMPONENTS 'f0 BE 120 PERC. TEST WAIVED --- 4 --- I ¢ ° o ° ° ELEV = (-1.9) BY BOH DUE TO G.W. i I : j I PUMPED, CRUSHED & REMOVED FROM I i Q ° ° ° : / E N ACCORDANCE WITH TITLE 5. SIT `I .. .. PROPOSED ° ° 0 16'x32' ::,_ 1 I EXISTING IMPROVEMENTS DEPI TED � ° °- • DTH #1 INDICATES DEEP TEST HOLE �® 52" INDICATES ADJUSTED 5 ` / / o e ° POOL: c e ° HEREON AS DOTTED LINES ARE TO : S I ( BE REMOVED FROM SITE . GROUNDWATER I / / a ° ... -- - / / o ° A N F / : ' _ .. INDICA i tS MICHAEL 'Ft JUDITH McKAY- � ° o ° a P-1 A 44" PERC TEST ==>64" INDICATES GROUNDWATER #8 SHORE RD. - - - - - - j . i ASSESSORS .MAP 16 °' .° PARCEL 10 E - / a . ° r d ° I PROPOS D 600• - - _ _ - / o ° i :a ° 4 BEDROOM \\ '0 o ° ° I ° PROPOSED DWELLING \ I APRON ° l \ I ° : TOP FND EL 12.5 DATUM: ; ° ° a ! I \ :I I I I VERTICAL DATUM: NGVD 1929 I \ 10.0 \ oO. I BENCH MARK SET: TOP OF D �8• I I HYDRANT TAG BOLT I \ I \ I :. .. 11.0 ' I I N .... � .................. ELEVATION 9.48 ( - I I n CP� 11.8 I \ j I� GENERAL NOTES: I \ PROF�SED ORAS AREA I ? \�I m 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. F .SYSTEM DESIGN DESIGN FLOW 4 BEDROOMS AT 110 GPB/D 440 GPD REQUIRED SEPTIC TANK 440' x_2 _ _ __ - __88_0 GAL. SEPTIC TANK PROVIDED = _1500 _GAL. - SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE. -__<_2 __--MIN./INCH LONG TERM APPL. RATE-114--GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 440 _ 0.74 SF/GPD = _955S.F. MIN. REQUIRED USING 20' x 30' LEACHING FIELD BOTTOM = 20.0' x 30.0' = 600 S.F. 600 S.F x 0.74 = 444 GPD 444 GPD PROVIDED > 440 GPD REQUIRED = 4 GPD RESERVE NO GARBAGE DISPOSAL / GRINDER ALLOWED LOCUS INFORMATION CURRENT OWNER M.A. REALTY TRUST ADDRESS 4 JANNOR WAY DTH #111 WEST YARMOUTH MA 02673 PLAN REFERENCE PLAN BOOK 25, PAGE 49 DEED REFERENCE DEED BOOK 10468, PAGE 268 ZONING DISTRICT R-25 SETBACKS FRONT 30' II SIDE 15' ViI REAR 20' - _ -LOOD ZONE "A-12". DATED _7/2/92' i PANEL #250015-5D, ELEV 12.0 ASSESSORS MAP 22 PARCEL 431 LOT AREA 14,000± S.F. EXISTING BLD/DECK COVERAGE 2,835± S.F. (20%) PROPOSED BLD/SHED/POOL COVERAGE 2,942± S.F. (21%) 25% ALLOWED 7. SEPTIC TANK SANITARY TEE S SHALL BE CONSTRUCTED 0 PROPO ED 1500 �' I DTH #111 GALLO SEPTIC II w;TA K _ O II ViI ' i o 1..../ II \ I J .....:.. ............................. ... I. ...•....... PROPOSED /..... 1 o 12.0 I I I: GARAGE I 0 \ - - -1 / I f SLAB ELEV 8.5 / I 0 LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. PROPOSED 20' \ ;- - N/F X12 0 \ _ I: i JON & JACQUELINE SIDOROVICH 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN x 30' S.A,S z I #81 MASSACHUSETTS AVENUE ASSESSORS MAP 22 - PARCEL 432 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERTIF- n :i 13 7. SEPTIC TANK SANITARY TEE S SHALL BE CONSTRUCTED 0 \ IS SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND \\ - - - -`: - - -1 - - - - - - - - _ - J LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. PROPOSED 20' - - - ;- - Iw o 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN x 30' S.A,S l - 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERTIF- n 13 ELEVATION OF THE OUTLET PIPE. I L �° oo. N a 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHESI: I o IFw I: A ?O• 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS SOIL REMOVAL 1 4 6 6 4 I _z BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC TO. ELEV 2.85 \ I 5, IL) I: _' 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND OR TOP OF "C" 5' Io ui I: / SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE LAYER \ I I� J: o // FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL DESIGN NOTIFICATION 40ML POLY LINERh'-' S 12. CHANGES OR REVISIONS TO SEPTIC REQUIRE ON ALL SIDES \ �' I Ia O TO YARMOUTH B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL WITH RETAINING 12' 13. LAND SURVEY AND TOPOGRAPHIC DATE BY EAS SURVEY. WALL. EL 6 - 10 I !10.5 �w TO f- PRO OSEDI ERLO KING 7.5 / CONSTRUCTION NOTES: CONCRETE BOUND CONCRETE BOUNR 5' BL O K RET J3- WALL W. (//�' I FOUND &.HELD FOUND & HELD . 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 71.62' - i i I S47 -2500"W I > 100.00' HYDRANT 471 1'mttlll«f`Z f' ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING i I WORK ON THE SITE. � I WATER MAIN.... ""' 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE """""' WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT I I IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, _ _ _ _ _ _ _ _ _ _ 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING _ _ _ _ MATERIALS OVER THE SEPTIC TANK DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED MASSACHUSETTS AVENUE 0 10 15 20 30 GRAPHIC SCALE: 1 INCH = 10 FEET 50 Yarmouth Health Department APPROVED anfa Date