Loading...
HomeMy WebLinkAbout15 Dundee Drive Plot Septic plan 1/23/13CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL:- ZONING ARCEL:ZONING DISTRICT: 'nI SETBACKS: PROPOSED SEPl1G TANK \ ` i \ \ I PROPOSED ADDITION \` f 18'-3" X 12' LOT 23 \ m U [ l/T 1...-o8 93 \ o S 79 gg•� �� BENCHMARK lou,A)_! x.90 1 � w \ \ E Y03 TOP OF CONCRETE BOUND. O.D. 0� g1 / �I \ / 87' ELEVATION 90.10 ASSUMED 1Q N J C d OUTLET PIPE FROM � � \`- •'=Uf �f'� K S C SEPTIC TANK SHALL I / J �n \'UN� CROSS UNDER SEPTIC p; i 93.0 �� ` g 92.8 TANK INLET PIPE - / / ` p ` ` J( 'j U° 22,505 S.F. / \ ,�oA h / REMOVE EX. D -BOX AND CONC. i EXISTING CONNECT EX. PVC PIPING / PhD i DWEWNG / X 89:1+\ "*0 Q� 0� / \ TO NEW D -BOX USING o i FIRST FLOOR APPROX. L9CATION C Z � / SCH. 40 PVC PIPING AND ELEV=94.8 EX. WATER SERVICE ,9 -SPEED LEVELERS ! CLEANOUT INV=91.0 CONTRACTOR TO CppNFIRM )CONSTRUCTION TO STARL OF !� N CONSTRUCTION Qp '`iLEh�;i Plf / 91-b INV67.53 _ _ j / o EXISTING EX. SEPTIC TANK SHALL BE yC- - ,� GARAGE i PUMPED -DRY; -REMOVED � J y/aG`� CATCH FROM SITE AND DISPOSED s BASIN A LI OF ATCENSED�ACILITY ^� 3 ?C I ' v' 93.1 I I 88.9 X . _- � � ��•••-_. \ 11 I EXISTING DRIVEWAY � � - CONCRETE - \ -7 /_ �\ / FOUND & HELD jo u I lu, j'HONE / G °� (1j:UTY r / A9'S6'40'h % CLdF i 08.83' LOT 21 86.6 � - ELECTRIC MANHOLE NOT TO SCALE NOTES 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 10'-6' lO O - 4._6. 5'-8' 6" MINIMUM PLAN VIEW 3/4' TO 1 -1/2 - CRUSHED STONE RAISE AT LEAST Of•E EXISTING COVER TO WITHIN 6' OF FIIISHED GRADE. THE RISER SHALL B: 18' HDPE PIPE. _ r CONIC. COVER - I 10" 1 4' MIN. UQUID - 5'-8" -LOCATE DEPTH INLET TEE OUTLET EE UNDER COVER W/GAS BAFF.E 3" •- 3• CROSS-SECTION VIEY, vORit iViUS C fOni4'i 1 G ALL CONCRETE BOUND WN &REGULATION FOUND do HELD Ay i3 YARMOUT WATER DEPT DATE DISTRIBUTION BOX DETA NOT TO SCALE REMOVABLEr 6" MAX. COVER -� I HDPE RISER 2" WALLS F 3' a : a• 9-1/2' O O 1 11-1/2' 2' J' BOTTOM ON LEVEL 6" MINIMUM STABLE BASE 3/4" TO 1 -1/2 - CRUSHED STONE SECTION VIEW NOTES: 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. LOCUS INFORMATION MCCAFFREY FAMILY TRUST DEED BOOK 26776, PAGE 84 PLAN BOOK 264, PAGE 81 143 58 R40 FRONT 30' SIDE 20' REAR 20' OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: EXISTING LOT SIZE: EXISTING LOT COVERAGE: O.K.H. NOT A ZONE "C", DATED 7/2/1992 PANEL #250015 0001 D 40,000± S.F. 22,505± S.F. 1,615± S.F. (7.2%) GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL I LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A I REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40, AT (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE CF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.2.40(4). SEWER LINE CLEANOUT NOT TO SCALE MWO0a 4'X4"X4" WYE BRANCH SCHEDULE OF ELEVATIONS TOP OF FOUNDATION PVC SCREW CAP TO BE ACCESSIBLE WITHIN 3 INCHES OF FINISH GRADE 4' SCH. 40 PVC 45' BEND //1.3/Z•e73 Yarmouth Health Department DESIGN CALCULATIONS 4" 21" TL 13" 91.00 (5) 5" DIA. KNOCKOUTS TYP. O NOTES: 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. LOCUS INFORMATION MCCAFFREY FAMILY TRUST DEED BOOK 26776, PAGE 84 PLAN BOOK 264, PAGE 81 143 58 R40 FRONT 30' SIDE 20' REAR 20' OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: EXISTING LOT SIZE: EXISTING LOT COVERAGE: O.K.H. NOT A ZONE "C", DATED 7/2/1992 PANEL #250015 0001 D 40,000± S.F. 22,505± S.F. 1,615± S.F. (7.2%) GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL I LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A I REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40, AT (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE CF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.2.40(4). SEWER LINE CLEANOUT NOT TO SCALE MWO0a 4'X4"X4" WYE BRANCH SCHEDULE OF ELEVATIONS TOP OF FOUNDATION PVC SCREW CAP TO BE ACCESSIBLE WITHIN 3 INCHES OF FINISH GRADE 4' SCH. 40 PVC 45' BEND //1.3/Z•e73 Yarmouth Health Department DESIGN CALCULATIONS 4" INVERT AT BUILDING 91.00 P0q Op O PNS � S�P�ORO 6A 5 BEDROOMS 0 110 GPD/BEDROOM = 550 GPD 4" INVERT AT SEPTIC TANK (IN) 90_36 SEPTIC TANK 4" INVERT AT SEPTIC TANK (OUT) 90_11 REQUIRED COMPONENT REPAIR 15 DUNDEE DRIVE IN YARMOUTH PORT MASSACHUSETTS 550 GPD X 200% = 1,100 GALLONS 4" INVERT AT DIST. BOX (IN) 89_10 USE 1,500 GALLON SEPTIC TANK 4" INVERT AT DIST. BOX (OUT) 88_93 SIZE OF REQUIRED LEACHING FACILITY ELEVATIONS AT LEACHING FACILITY: DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD/SF 4" INV. AT LEACHING CHAMBERS NCS 550 GPD --0.74 GPD/SF = 744 SF BOTTOM OF LEACHING CHAMBERS NCt SIZE OF LEACHING FACILITY PROVIDED ADJUSTED SEASONAL HIGH GROUNDWATER NCt RE -USE EXISTING LEACHING PITS WITHOUT MODIFICATION LIVERPOOL DR O� 00 LOCUS 0+� ��yc N O�4v pJ= 0�0 000 P0q Op O PNS � S�P�ORO 6A SETUCKET ROAD LOCUS MAP NOT TO SCALE �tW OFAf BRIAN G. G, o YERGATIA�-, - °' VIL • '�., s x . as e BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM COMPONENT REPAIR 15 DUNDEE DRIVE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) c lTE PLAN JANUARY 23, 2013 NO. DATE DESC. PREPARED FOR: MJ NARDONE CARPENTRY 299 WHITE'S PATH SOUTH YARMOUTH, MA 02664 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rr FILE: P:\prj\4971700\Survey\Baseplan\4971700-SEP.dwg DWG. NO: 6158-02 SHEET 1 OF 1 JOB. NO. 4-9717.00