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Home My WebLink About151.90 - Site and Sewage Plan (2)a a ,° o0, fi O G� U) �? s DATUM: VERTICAL DATUM: ASSUMED BENCH MARK USED: TOP OF CONCRETE BOUND AT NORTHWEST CORNER OF LOCUS. ELEVATION 40.00 SYSTEM PROFILE: NOT TO SCALE TOP OF FOUNDATION ELEV, 43.3 FINISH GRADE FINISH GRADE RAISE COVERS TO WITHIN 6" OF FINISH GRADE CENTER CHAMBER RISER RAISE TO WITHIN 6" i IA/AP POST C) - SYR uss w 57bWC 44fM0'A//A/& WAZ4 eRPCK u/Ark ziDATE: 11/18/02 DATE: 11/18/02 GROUND ELEV 35.5 GROUND ELEV 34.6 \ . NO GROUNDWATER NO GROUNDWATER k' A/0 A/0 SANDY LOAM SANDY LOAM 10YR 3/3 10YR 3/3 B B SANDY LOAM SANDY LOAM 10YR 5/8 10YR 5/8 C-1 SILT LOAM 2.5Y 6/6 C-1 .ELEV = 30.0 SILT LOAM 2.5Y 6/6 C-2 ELEV = 26.1 [:2 NE LOAM C-2 SAND MED. SAND .5Y 7/4 2.5Y 7/4 0 4" 38" Cd -1 66" 840" 0 BENCHMARK TOP OF CONCRETE BOUND ELEVATION 40.00 n J 4" 40.E \� \ 32.. Q 4 �oF O Oy�d z . .. \ N� O WOODWARD / / i \ ` \ �.\ ss40 2' y / \ \ F �bgYJ / \ 102" ASSESSORS MAP 151 / 4 \ .� F �\ V� \ PARCEL 91�\ \ #11 LONGFELLOW DRIVE \ ? Ni \ 150" / / 10' \ \ GHQ \ \ \ ,VV ELEV 24.0 ELEV = 22.1 ! v MIN. ` a \ RO R-4 B.O.H. B.O.H.110 \ AMY VON HONE AMY VON HONE SOIL EVALUATOR'. SOIL EVALUATOR - ED. STONE ED. STONE BACKHOE OPERATOR. / oC15 0 \ \ ,� \\ \ 7.68, \ \ £LLIS BROTHERS SOIL TYPE 1_ FERC RATE. 3 -MIN, PER INCH / 2 ~ t\ LOADING RATE: 0_74, GAL/SF/MIN ah o !/ 20 PROPOSED � �� - • INDICATES DEEP ,^. ! opt),-; DTH #2 12.83'x25.0' DTH #2 TEST HOLE �o� 0 12. 0 RESERVE \ \ ` 40 \� \ 0 1 AREA INDICATES\ \ \ P -1A 44" PERC TEST �'PROPOSED) / b - / PROPOSED 24' x 22' y �2' 500 GAL 2 .9) / GARAGE (SLAB 42.0) y Q SEP. TANK DTH # 1 \\ \ \ \ \ \ \ k \\ GENERAL NOTES: ( \ PROPOSED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. \ 4� 26' x 36' o \ \ \ TITLE V AND THE TOWN OF- YARMOUTH RULES AND REGULATIONS O _ 3 BEDROOM ' ! / ) \\ \ co� \ ! FOR SUBSURFACE DISPOSAL OF SEWERAGE. I DWELLING 2: AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE BASEMENT SLAB 35.5 TOP OF FND. REAR 36.0 " WITH ANY REMAINING I TOP OF FND. FRONT. 43.3 / /! !! • \\ \ /1 // ! \ ACCESSIBLE WITHIN 6" OF FINISH GRADE, � > ACCESS ,PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 3�0 PROPOSED CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 16 OF DRIVES OR 'PARKING AREAS THEY • CONCRETE BOUND I DECK � MUST WITHSTAND H-20 LOADING. DH FOUND 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. �1� �/ / / !� v / 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF 1" 20,2 I / !/ // / �p /! yh/1�� SCHEDULE 40 PVC AND SHALL EXTEND A•MINIMUM OF 6" ABOVE. �� 343 / PRO SED K ! THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND STONE ATIO / / / ! / / / / . 9 / QQ LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. �� 3SD ! / / / / / ///� / /OF 8. THE INLET PIPEINVERT ELEVATION SHALL BE NO LESS THAN 30.2' 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 - 0 W 1-4,5101, ~ �3�4 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS v BAFFLE 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC / /foo, / / ! ! / / 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND �� ` \��` �. \ / 60.5' / / // 6. oh /// // //�!/! ! CATCH S SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE // / // / y'��! / ! / ! BASIN �P FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12, CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION MORE TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW ASSESSORS MAP 151 / l AND APPROVAL: PARCEL 89 #4 BAYRIDGE DRIVE CONSTRUCTION NOTES: 1. CONTRACTORS INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND ,SITE CONDITIONS PRIOR TO COMMENCING 39 - _ _ L_ P� WORK ON THE SITE: ARE BOUND ////// / / SUPPORT POLE --_ 2. NO DETERMINATION''HAS BEEN MADE AS TO COMPLIANCE _--- - -� - _ ' FOUND / // / / / 35/311 SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 332 GPD REQUIRED SEPTIC TANK 330 x_2 __ = ----- 660 GAL. SEPTIC TANK PROVIDED = _ 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE c2 _ --MIN./INCH LONG TERM APPL. RATE_0.74_GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 + 0.74 SF/GPD = 446 S.F. MIN. REQUIRED USING 3 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(12.83+25.0') x 2 = 151.3S.F. BOTTOM = 12.83' x 25.0" = 320.7S.F. TOTAL LEACHING AREA = 472S.F. 472 S.F x 0.74 = 349 GPD 349 GPD PROVIDED > 330 GPD REQUIRED = 19 GPD RESERVE NO GARBAGE DISPOSAL / GRINDER ALLOWED LOCUS INFORMATION CURRENT OWNER RICHARD W. MORGAN, Jr. ADDRESS 1 LONGFELLOW DRIVE ELEV. 42.0 YARMOUTHPORT ELEV. 41.6 MA 02675 FINISH GRADE OF FINISH GRADE PLAN BOOK 203, PAGE 111 TITLE REFERENCE DEED BOOK 6868, PAGE 092 ZONING DISTRICT R-40 SETBACKS FRONT 30' SIDE 20' ELEV. 40.9 GROUND ELEVATION 40.5 C ASSESSORS MAP 151 PARCEL 90 `." 10'CS=0.0251 MIN. -3' MAX. COVER ,p 4'®S=0.015 12'®S=-0.001 TOP ELEV 39.87 6A` 4" -„ --„-- 4" PVC SCH 40 O O O o o O 00 2" MIN 1/8"-1/4" DOUBLE WASHED PEA STONE 'p SCH 40 INV.= 2 Mi -3 MAX O O O O n, °� :< INV,= 40.0 39.75 10"TEE 14"TEE INV.=39.50 00000 0 0 00000 1 �, O 000 000 0 00 000 0 3/4" DOUBLE WASHED STONE Oa6" 5-7 GAS BAFFLE 5 OUTLET 0 3), 2 9 2 4'-62 4'-1" LIQUID LEVEL D -BOX TWO 4' -10"x8' -6"x2'-9" CHAMBERS S 4'14" INV.=39.44 WITH 4' OF STONE AROUND NV.=39.12 p.. (POUT AROUND SYSTEM TO "C-2" (MEDIUM SAND) HORIZON MIN DEPTH G ELEV INV�39.24 or 1L 37.12 35.2 S.A.S. (12.83' x 25.0') d STRIPOUT (23'± x 35.0') LOCUS MAP 6" BASE OF CRUSHED STONE NOT TO SCALE: OR MECHANICALLY COMPACTED TEST PIT #2 ELEV 22.1 NO GROUNDWATER ENCOUNTERED 1,500 GALLON PRECAST CONCRETE - SEPTIC TANK D.T.H. #1 ib D.T,H. #2 ziDATE: 11/18/02 DATE: 11/18/02 GROUND ELEV 35.5 GROUND ELEV 34.6 \ . NO GROUNDWATER NO GROUNDWATER k' A/0 A/0 SANDY LOAM SANDY LOAM 10YR 3/3 10YR 3/3 B B SANDY LOAM SANDY LOAM 10YR 5/8 10YR 5/8 C-1 SILT LOAM 2.5Y 6/6 C-1 .ELEV = 30.0 SILT LOAM 2.5Y 6/6 C-2 ELEV = 26.1 [:2 NE LOAM C-2 SAND MED. SAND .5Y 7/4 2.5Y 7/4 0 4" 38" Cd -1 66" 840" 0 BENCHMARK TOP OF CONCRETE BOUND ELEVATION 40.00 n J 4" 40.E \� \ 32.. Q 4 �oF O Oy�d z . .. \ N� O WOODWARD / / i \ ` \ �.\ ss40 2' y / \ \ F �bgYJ / \ 102" ASSESSORS MAP 151 / 4 \ .� F �\ V� \ PARCEL 91�\ \ #11 LONGFELLOW DRIVE \ ? Ni \ 150" / / 10' \ \ GHQ \ \ \ ,VV ELEV 24.0 ELEV = 22.1 ! v MIN. ` a \ RO R-4 B.O.H. B.O.H.110 \ AMY VON HONE AMY VON HONE SOIL EVALUATOR'. SOIL EVALUATOR - ED. STONE ED. STONE BACKHOE OPERATOR. / oC15 0 \ \ ,� \\ \ 7.68, \ \ £LLIS BROTHERS SOIL TYPE 1_ FERC RATE. 3 -MIN, PER INCH / 2 ~ t\ LOADING RATE: 0_74, GAL/SF/MIN ah o !/ 20 PROPOSED � �� - • INDICATES DEEP ,^. ! opt),-; DTH #2 12.83'x25.0' DTH #2 TEST HOLE �o� 0 12. 0 RESERVE \ \ ` 40 \� \ 0 1 AREA INDICATES\ \ \ P -1A 44" PERC TEST �'PROPOSED) / b - / PROPOSED 24' x 22' y �2' 500 GAL 2 .9) / GARAGE (SLAB 42.0) y Q SEP. TANK DTH # 1 \\ \ \ \ \ \ \ k \\ GENERAL NOTES: ( \ PROPOSED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. \ 4� 26' x 36' o \ \ \ TITLE V AND THE TOWN OF- YARMOUTH RULES AND REGULATIONS O _ 3 BEDROOM ' ! / ) \\ \ co� \ ! FOR SUBSURFACE DISPOSAL OF SEWERAGE. I DWELLING 2: AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE BASEMENT SLAB 35.5 TOP OF FND. REAR 36.0 " WITH ANY REMAINING I TOP OF FND. FRONT. 43.3 / /! !! • \\ \ /1 // ! \ ACCESSIBLE WITHIN 6" OF FINISH GRADE, � > ACCESS ,PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 3�0 PROPOSED CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 16 OF DRIVES OR 'PARKING AREAS THEY • CONCRETE BOUND I DECK � MUST WITHSTAND H-20 LOADING. DH FOUND 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. �1� �/ / / !� v / 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF 1" 20,2 I / !/ // / �p /! yh/1�� SCHEDULE 40 PVC AND SHALL EXTEND A•MINIMUM OF 6" ABOVE. �� 343 / PRO SED K ! THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND STONE ATIO / / / ! / / / / . 9 / QQ LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. �� 3SD ! / / / / / ///� / /OF 8. THE INLET PIPEINVERT ELEVATION SHALL BE NO LESS THAN 30.2' 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 - 0 W 1-4,5101, ~ �3�4 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS v BAFFLE 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC / /foo, / / ! ! / / 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND �� ` \��` �. \ / 60.5' / / // 6. oh /// // //�!/! ! CATCH S SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE // / // / y'��! / ! / ! BASIN �P FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12, CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION MORE TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW ASSESSORS MAP 151 / l AND APPROVAL: PARCEL 89 #4 BAYRIDGE DRIVE CONSTRUCTION NOTES: 1. CONTRACTORS INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND ,SITE CONDITIONS PRIOR TO COMMENCING 39 - _ _ L_ P� WORK ON THE SITE: ARE BOUND ////// / / SUPPORT POLE --_ 2. NO DETERMINATION''HAS BEEN MADE AS TO COMPLIANCE _--- - -� - _ ' FOUND / // / / / 35/311 SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 332 GPD REQUIRED SEPTIC TANK 330 x_2 __ = ----- 660 GAL. SEPTIC TANK PROVIDED = _ 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE c2 _ --MIN./INCH LONG TERM APPL. RATE_0.74_GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 + 0.74 SF/GPD = 446 S.F. MIN. REQUIRED USING 3 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(12.83+25.0') x 2 = 151.3S.F. BOTTOM = 12.83' x 25.0" = 320.7S.F. TOTAL LEACHING AREA = 472S.F. 472 S.F x 0.74 = 349 GPD 349 GPD PROVIDED > 330 GPD REQUIRED = 19 GPD RESERVE NO GARBAGE DISPOSAL / GRINDER ALLOWED LOCUS INFORMATION CURRENT OWNER RICHARD W. MORGAN, Jr. ADDRESS 1 LONGFELLOW DRIVE YARMOUTHPORT MA 02675 PLAN REFERENCE PLAN BOOK 203, PAGE 111 TITLE REFERENCE DEED BOOK 6868, PAGE 092 ZONING DISTRICT R-40 SETBACKS FRONT 30' SIDE 20' REAR 20' FLOOD ZONE C ASSESSORS MAP 151 PARCEL 90 LOT AREA 15,781± S.F. VARIANCE REQUESTED / TOWN OF YARMOUTH TO ALLOW THE TOP OF FOUNDATION TO BE AT ELEVATION 43.5 IN LIEU OF THE 52.0 REQUIRED. 03 EB 13 AM 9:31 0 10 15 20 30 50 GRAPHIC SCALE: 1 INCH = 10 FEET 0 SITE AND SEWAGE PLAN REPAIR / UPGRADE #1 LONGFELLOW DRIVE IN YARMOUTH, MASSACHUSETTS CALE 1" = 10' DATE: DEC. 9, 2002 WITH DEEDED OR ZONING REGULATIONS. OWNER' / APPLICANT �� _ MHB/ // / / / // //� ��' ` �� UTILITY POLE IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. - / / / / c�� altttAt� s 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING 40 _ - - - - - FOUND 46.0/311 z1 0 MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND 41 ' - - - - - - _ / / / � S.A.S. AREA IS PROHIBITED 4r.. // / BENCHMARK° �ofs yE t4745 -//,HYDRANT FLANGE BOLT - - - • / / 11// . /ti0 / ELEVATION 51.17 PREPARED FOR: Mr. RICHARD W. MORGAN, Jr. #1 LONGFELLOW DRIVE YARMOUTHPORT MA 02675 TILE PH^ D 0-4, PREPARED BY: EAS SURVEY, INC. 141 RT. 6A P.O. BOX 1729 RAONDWICH, MA 02563 ,PH. (508) 888-3619 FAX (508) 888-2496 i�Eafa�l� v� v A A ,r STONE"C. �9No 28980 // Now=" FI w