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HomeMy WebLinkAboutApp# 14-A12801 Y M 03 N M RIB DIMENSIONS 1/8 SCALE N n 5D %--FULL CIRCLE RIBS KNU RM HM \ RIDPONT Or CROSS RIB 1,500 GALLON NORWESCO POLYETHYLENE SEPTIC TANK NOT TO SCALE PARTIAL SYSTEM PROFILE NOT TO SCALE 1=C NEW BUILDING SEWER S=0.025 4" SCH. 40 PVC L=271 FT. S=0.037 1/2 �13UTLET CENTERLINE 12" MIN. 3/4" TO 1-1/2" CRUSHED STONE MAINTAIN FINISH GRADE EXISTING 4" PVC PIPING EXISTING i=G LEACHING H CHAMBERS 1=F EXISTING 6.1' SEPARATION DISTRIBUTION 1,500 GALLON BOX J POLYETHYLENE BOTTOM OF DRY TEST PIT SEPTIC TANK NOTE: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING. SCHEDULE OF ELEVATIONS TOP OF SLAB FOUNDATION (POOL HOUSE) 21.00 A 4" INVERT AT FOUNDATION WALL 19.50 B 4" INVERT AT PROP. SEPTIC TANK (IN) 18,25. C 4" INVERT AT PROP. SEPTIC TANK (OUT) 19.00 D 4" INVERT AT DIST. BOX (IN) 18.00 E 4" INVERT AT DIST. BOX (OUT) 17.83 F ELEVATIONS AT LEACHING FACILITY: IV L •9 No 6 9� Fp 4" INV. AT LEACHING CHAMBERS 16.50 G (BREAKOUT EL 17.0) BOTTOM OF LEACHING CHAMBERS 14.50 H BOTTOM OF TEST PIT (DRY) 8.40 J INSTALLATION NOTES 1. THE CONTRACTOR SHALL NOTIFY BSC GROUP, INC. AT (508) 778-8919 A MINIMUM OF 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THERE ARE PRIVATE UTILITIES (WATER, GAS & ELECTRIC) IN THE VICINITY OF THE PROPOSED IMPROVEMENTS THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. ANY ISSUES SHOULD BE BROUGHT TO THE ATTENTION OF BSC GROUP IMMEDIATELY. 3. THE EXACT LOCATION AND ELEVATIONS OF EXISTING SEPTIC SYSTEM COMPONENTS SHOWN HEREIN ARE BASED ON A DESIGN PLAN PREVIOUSLY PREPARED BY BSC GROUP, INC. FOR THIS PROPERTY. AS SUCH, THE HEALTH DIRECTOR IS REQUIRING VERIFICATION OF THE INSTALLED COMPONENTS PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR (IN THE PRESENCE OF BSC GROUP, INC.) SHALL LOCATE THE EXISTING DISTRIBUTION BOX PRIOR TO THE START OF CONSTRUCTION. BSC WILL THEN DETERMINE WHETHER CONSTRUCTION MAY CONTINUE ACCORDING TO PLAN, OR IF A PUMP CHAMBER IS NECESSARY TO CONVEY SEWAGE FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX. IF THE LATTER IS REQUIRED, THEN BSC WILL PREPARE AND SUBMIT A REVISED PLAN TO THE TOWN OF YARMOUTH HEALTH DIVISION FOR APPROVAL PROPOSED SEPTIC TANK LOT 34 \ N/F JOSEPH & HEIDI GOVINI ASSESSORS MAP 150 PARCEL 40.1 -'- -- /� WF -3 e" _ _ 4 ,s lee' - CO s R� as°4° 000 a 224' 0006 aa oLOT 41 o a ° o° POOL as°o CRAIG & NNCOLE JITTEN / �o oa ASSESSORS MAP 150 / a° } po° % PARCEL 41 a° o ° 151,366± S.F. 21 a _/ ° L \ a as BENCHMARK: TOP OF CONCRETE / BOUND EL 24.07 \ TOP OF LEACHING i- \ � CHAMBERS EL 17.0 `- 3 $�r21 0 (TO BE VERIFIED) /w \ X26. i EXISTING \ 9 PRGOLA RAISED \� 30 \ PATIO " -� �� • //'��� EX. RETAINING \ \\ ( Zs \ i \ / (/mss• W/�\ WALL (ryp,) DECK Rpq\Y �. DECK \ j 90 EXISTING \ 2 -STORY DWELLING s0 \ \ c� � �`airi \ FIRST FL. 41.5 \ S / � \ hLOT 42 J / " DENNIS &NCAROL STILL \ / / 40 ASSESSORS MAP 150 \ (\� m / ---__ / PARCEL 43.1 / /X. RETAINING �WALL (TYP.) oTj��Gy 3 \\•ter\ \�8 / 7 UBVOI 'T/`/� GF OF p\ y� 64240"f CB/DHFND \FOGe 0\\�M�Nr L=103.04' LOCUS INFORMATION CURRENT OWNER: CRAIG & NICOLE WRITTEN TITLE REFERENCE: CERTIFICATE 174609 PLAN REFERENCE: LAND COURT 31551 D, SH 2 ASSESSORS MAP: 150 PARCEL: 41 RESIDENTIAL ZONE: R-40 SETBACKS: FRONT 30' SIDE 20' REAR 20' MINIMUM LOT SIZE: 40,000 S.F. (' OV 25 201!1 Y�'F, 'JUTH 'r Ot_D EXISTING LOT SIZE: 151,3661 S.F. ZONE 11: NO RECEIVED GROUNDWATER NOV 2 5 2014 OVERLAY DISTRICT: NONE TOWN CLERK SOUTH YARMOUTH, MA CRAIG A. FIELD No.38039 �L '1201f� DESIGN CALCULATIONS DESIGN FLOW 7 BEDROOMS ® 110 GPD/BEDROOM = 770 GPD THIS PROJECT IS PROPOSED IN ORDER TO PERMIT AND CONSTRUCT A NEW POOL HOUSE. AS SUCH, THERE IS NO NEW SEPTIC FLOW PROPOSED. REQUIRED SEPTIC TANK 770 GPD X 200% = 1,540 GALLONS 2,000 GALLON SEPTIC TANK TO REMAIN IN SERVICE AND UNALTERED. A NEW 1,500 GALLON TANK IS PROPOSED TO CONVEY WASTEWATER FROM THE POOL HOUSE TO THE EXISTING LEACHING FACILITY. EXISTING LEACHING FACILITY TO REMAIN IN SERVICE WITHOUT ALTERATION EXISTING LEACHING FIELD CONSISTS OF EIGHT (8) INFILTRATOR 3050 HIGH DENSITY POLYETHYLENE LEACHING CHAMBERS (12' X 2' X 647. SIDEWALL AREA 2 X (12' + 64') X 2 = 304 FT BOTTOM AREA: 12' X 64' - 768 FT' 1,072 Fr X 0.74 GPD/FT= = 793 GPD (INSTALLED CAPACITY) 23 GPD (RESERVE CAPACITY) GENERAL NOTES 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM IMPROVEMENTS SHOWN HEREIN. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH HOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. 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 UTIU71ES 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. 5. 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 INTERUPTTONS IN SERVICE. 6. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). � 3 \ Nmtr�ym0. r+mc+ey'$ LOCUS }� Mash Y' 1 "�• p �� \ SALT MARSH T :^ /%Z � YYRRMQUlH 9OPTr // N �O -iwN tluh x vamswtA{an !� , � 0 ' S $ e LOCUS MAP NOTTO SCALE p•� � ESM -103 o YERGATIAN`+ IV L •9 No 6 9� Fp 2N O� ___ \ BRIAN G. YERGATIAN DATE ESM -102 SEPTIC SYSTEM REPAIR 90 NOTTINGHAM DRIVE IN YARMOUTH PORT MASSACHUSETTS AVC SITE PLAN JANUARY 17, 2014 NO. DATE DESC. AL PREPARED FOR: CRAIG & NICOLE WHITTEN P.O. BOX 1210 SOUTH YARMOUTH, MA 02664 (508) 790-0615 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. C AL 0 10 20 40 rm FILE: P.\\prj\4817300\sy\4817300-SEP.dwg AL I SHEET 1 OF 1 JOB. NO: 4-8173.00 VI-GETA7ED / WETLANDSJ/- / 9 ` / AL WF -0 JL/ 10 WF -1 JkL 11.0) / . ty` ZONE "C" WF -4 F7 I� E O �� PROPOSED POOL HOUSE -` -` 14'x2,V _ WF -2 &� J 12 --------- AL 73 :_ �� PROPOSED SEPTIC TANK LOT 34 \ N/F JOSEPH & HEIDI GOVINI ASSESSORS MAP 150 PARCEL 40.1 -'- -- /� WF -3 e" _ _ 4 ,s lee' - CO s R� as°4° 000 a 224' 0006 aa oLOT 41 o a ° o° POOL as°o CRAIG & NNCOLE JITTEN / �o oa ASSESSORS MAP 150 / a° } po° % PARCEL 41 a° o ° 151,366± S.F. 21 a _/ ° L \ a as BENCHMARK: TOP OF CONCRETE / BOUND EL 24.07 \ TOP OF LEACHING i- \ � CHAMBERS EL 17.0 `- 3 $�r21 0 (TO BE VERIFIED) /w \ X26. i EXISTING \ 9 PRGOLA RAISED \� 30 \ PATIO " -� �� • //'��� EX. RETAINING \ \\ ( Zs \ i \ / (/mss• W/�\ WALL (ryp,) DECK Rpq\Y �. DECK \ j 90 EXISTING \ 2 -STORY DWELLING s0 \ \ c� � �`airi \ FIRST FL. 41.5 \ S / � \ hLOT 42 J / " DENNIS &NCAROL STILL \ / / 40 ASSESSORS MAP 150 \ (\� m / ---__ / PARCEL 43.1 / /X. RETAINING �WALL (TYP.) oTj��Gy 3 \\•ter\ \�8 / 7 UBVOI 'T/`/� GF OF p\ y� 64240"f CB/DHFND \FOGe 0\\�M�Nr L=103.04' LOCUS INFORMATION CURRENT OWNER: CRAIG & NICOLE WRITTEN TITLE REFERENCE: CERTIFICATE 174609 PLAN REFERENCE: LAND COURT 31551 D, SH 2 ASSESSORS MAP: 150 PARCEL: 41 RESIDENTIAL ZONE: R-40 SETBACKS: FRONT 30' SIDE 20' REAR 20' MINIMUM LOT SIZE: 40,000 S.F. (' OV 25 201!1 Y�'F, 'JUTH 'r Ot_D EXISTING LOT SIZE: 151,3661 S.F. ZONE 11: NO RECEIVED GROUNDWATER NOV 2 5 2014 OVERLAY DISTRICT: NONE TOWN CLERK SOUTH YARMOUTH, MA CRAIG A. FIELD No.38039 �L '1201f� DESIGN CALCULATIONS DESIGN FLOW 7 BEDROOMS ® 110 GPD/BEDROOM = 770 GPD THIS PROJECT IS PROPOSED IN ORDER TO PERMIT AND CONSTRUCT A NEW POOL HOUSE. AS SUCH, THERE IS NO NEW SEPTIC FLOW PROPOSED. REQUIRED SEPTIC TANK 770 GPD X 200% = 1,540 GALLONS 2,000 GALLON SEPTIC TANK TO REMAIN IN SERVICE AND UNALTERED. A NEW 1,500 GALLON TANK IS PROPOSED TO CONVEY WASTEWATER FROM THE POOL HOUSE TO THE EXISTING LEACHING FACILITY. EXISTING LEACHING FACILITY TO REMAIN IN SERVICE WITHOUT ALTERATION EXISTING LEACHING FIELD CONSISTS OF EIGHT (8) INFILTRATOR 3050 HIGH DENSITY POLYETHYLENE LEACHING CHAMBERS (12' X 2' X 647. SIDEWALL AREA 2 X (12' + 64') X 2 = 304 FT BOTTOM AREA: 12' X 64' - 768 FT' 1,072 Fr X 0.74 GPD/FT= = 793 GPD (INSTALLED CAPACITY) 23 GPD (RESERVE CAPACITY) GENERAL NOTES 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM IMPROVEMENTS SHOWN HEREIN. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH HOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. 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 UTIU71ES 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. 5. 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 INTERUPTTONS IN SERVICE. 6. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). . M7fAm. Adry Nmtr�ym0. r+mc+ey'$ LOCUS }� Mash Y' 1 41, _ T :^ /%Z � YYRRMQUlH 9OPTr // /, -iwN tluh x vamswtA{an !� , � 0 ' S $ e LOCUS MAP NOTTO SCALE BRIAN G. w o YERGATIAN`+ IV L •9 No 6 9� Fp FSS 111 4`{ BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM REPAIR 90 NOTTINGHAM DRIVE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JANUARY 17, 2014 NO. DATE DESC. PREPARED FOR: CRAIG & NICOLE WHITTEN P.O. BOX 1210 SOUTH YARMOUTH, MA 02664 (508) 790-0615 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm FILE: P.\\prj\4817300\sy\4817300-SEP.dwg DWG. NO: 5237-05 SHEET 1 OF 1 JOB. NO: 4-8173.00