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HomeMy WebLinkAboutEngineered Plan - 2012SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP -1 TEST PIT TP -2 GRD. El . _ 99.5 GRD. EL, 99.0 ONSITE SOIL EVALUATION SHGW EL 87.5 SHGW EL. 87.0 DATE: MARCH 1, 2012 Bir 6" 24" 56" 1AA" TES: BASS RIVER ENGINEERING. WITNESSED BY, PHIL RENAULD, R.S. PERC. RATE: < 2 MIN./INCH 6" SOIL EVALUATOR: THOMAS McLELLAN, P.E. SOIL CLASS: CLASS L T•A•R•: 0.74 GPD/S.F. LEGEND 30" ESTIMATED (NOT OBSERVED) SEASONAL HIGH GROUNDWATER 56" PERCOLATON TEST RANGE UNSUITABLE MATERIALS " (TO BE REMOVED) NO OBSERVED G.WATER NO OBSERVED G.WATER 144 DISTRIBUTION BOX DETAIL CH-1Qj NOT TO SCALE RE COVER HDPE RISER 2" WALLS 3" a : • • a' E- 9-1/2 C O • 21" " (5) 5" DIA. I 13 I KN CKOUTS 11-1/2" v BOTTOM ON LEVEL \_6" MINIMUM STABLE BASE PLAN VIEW 3/4" TO 1-1/2" SECTION VIEW CRUSHED STONE NOTES: - 1. FIRST' TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID. LEVEL 2. ALL PIPE CONNECTIONS AND CONCRETE .CONSTRUCTION=swALL BE WATERTIGHT. 3. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. (� 4. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. 1,500 GALLON SEPTIC TANK (H-10) NOT TO SCALE lVI.69 RAISE AT LEAST ONE EXISTING COVER 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6" OF FINISHED GRADE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RISER SHALL 8E 18" HDPE PIPE. LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION6" MAX.CONC. COVER 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. 4" .j 10'-0" • 10" 11e 1* 4. I I 4' MIN. 1 TIT LIQUID El 5'-8" 001 4'-6" LOCATE DEPTH • INLET TEE 5#-8- I _ _ _ ( UNDER COVER OUTLET TEE] W/GAS BAFFLE 3" 3" _. I- - �777771 . SCHEDULE OF ELEVATIONS TOP OF FOUNDATION 4" INVERT AT BUILDING 4" INVERT AT SEPTIC TANK (IN) 4" INVERT AT SEPTIC TANK (OUT) 4" INVERT AT DIST. BOX (IN) 4" INVERT AT DIST. BOX (OUT) ELEVATIONS AT LEACHING FACILITY: 4" INV. AT LEACHING CHAMBERS BOTTOM OF LEACHING CHAMBERS BOTTOM OF TEST PIT NOTE: THE PROPOSED STRUCTURE WITH BUILDING, BOX WINDOWS, WOOD STOOPS AND BULKHEAD = 2,374± S.F. (24.7%) LOTS LOT 14 EXISTING LEACHING PIT TO BE PUMPED, FILLED WITH CLEAN SAND, CRUSHED AND ABANDONED IN ACCORDANCE WITH TITLE 5 6" MINIMUM PLAN VIEW 3/4" To 1-1/2" GROSS -SECTION VIEW CRUSHED STONE 500 GALLON CONCRETE LEACHING CHAMBER CH -101 NOT TO SCALE t 12-36" COVER OBSERVATION 5" DIA. KNOCKOUT (TYP.) PORT 1-1/2- TAPER CONC. RISER =1=1 17-ibm mm =I= G7O CACI DOD 00 0� �. Cly �O 00� OCA 00 " 34 24" EFFECTIVE �rt �i �,r-�• Cl 0 0EDDEPTH /I 1 0 �► 4'-10" FRONT VIEW 12'-10" NOTES SIDE VIEW 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. 102.00 A 97.50 B 97.00 C 96.75 D 96.41 E 96.24 F 96.00 G (BRKOUT 96.8) 94.00 H 87.00 J LOCUS INFORMATION CURRENT OWNER: DEBORAH A. CUBELA TITLE REFERENCE: CTF. 177902 PLAN REFERENCE:. LCP 11435-A ASSESSORS MAP: 23 PARCEL: 66 ZONING DISTRICT: R-25 SETBACKS: FRONT 25' - MASSACHUSETTS SIDE 15' TTS: '�" A ? REAR 20' MINIMUM LOT SIZE: 25,000 S.F. EXISTING TOTAL LOT AREA: 9,600± S.F. NITROGEN SENSITIVE SIZE OF LEACHING FACILITY PROVIDED ZONE: NOT A ZONE II FEMA FLOOD t ZONE DISTRICT: "C" OVERLAY DISTRICT: NONE SYSTEM PROFILE NOT TO SCALE 4" SCH. 40 PVC L=5.5± FT. EL.=A S=0.06 TOP FOUNDATION FIRST PIPE LENGTH TO BE SET LEVEL EL= 99.5± 4" SCH. 40 PVC FOR MIN. 2' S=0.05 FINISH GRADE `r 4" SCH. 40 PVC 99.0-99.7 S=0.03 LEACHING CHAMBER 00= 0 0 0 0 0 0 0 I=B O C = 1=D 1=G 1=E 1=F H - •: I=C .: DISTRIBUTION 6' SEPARATION EXISTING BOX SEPTIC TANK ESTIMATED S.H.G.W. NOTE: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 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 LOT 12 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 NOTE: LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH WATER LINE TO BE RELOCATED ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: IN THE EVENT THE RESERVE AREA NEEDS TO BE UTILIZED. 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 ti 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 INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS -REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (388) �\ 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE '3- RT OF CONSTRUCTION. _ f 9. THIS Sl``;TENi IS NOT DESIGNED FOR THE USE OFA 9AG.= GE7INDER. THE OWNER HAS INFGrtNIr_:C SSC; f \ GROUP THAT THE PREVIOUSLY INSTALLED GARBAGE G11.. 'JDER HAS BEEN REMOVED INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLO' ED PER 310 CMR 15.240(4). // LOAM AND SEED 0 ALL DISTURBED AREAS /1110 500 CALLON \' 1 CONCRETE ,CHING / //Oil / CHAMBER / - 2" LAYER OF 1/8" TO HOF 1/2" DOUBLE WASHED 0 ONEPIPBOVE CROWN o��' CRAIG A. �// G VBG // kyZ v FIELD cn No.38039 / ` / - 3/4" TO 1-1/2- , /QPJ� / i' DOUBLE WASHED / STONE TO CROWN / OF ` / OF PIPE LAND.� / �QG� /// / / j GS Z 2_0 z__ :/// HIGH POINT .100, // IN ROAD. /// 'f ELEV 99.9 / i EXISTING DWELLING FLOOR PLANS NOT TO SCALE !` SUNROOM UTIL J '" BATH KITCHEN l" BED#1 LIVINGROOM BED#2 i, DESI('N CALCULATIONS NOT TO SCALE >mrc:�.xr.•a�aamvr� DESIGN FIOWW { 0 9 N 46 06 O 3 BEDROGMS CSD 110 GPD/BEDROOM = 330 GPD 330 GALLbNS X 200% = 660 GALLONS �0 ` PROFESSIONAL ENGINEER REQUIRED SEPTIC TANK SYSTEM UPGRADE 330 GPD :' 200% = 660 GALLONS IN REQUIRED' MIN. 1,500 GALLON SEPTIC TANK MASSACHUSETTS SIZE OF EQUIRED LEACHING FACILITY TTS: '�" A ? DESIGN PERC. RATE: <2 MIN/INCH 0 Q LONG TERM APPL. RATE: 0.74 GPD/SF NO. 330 GPD : 0.74 GPD/SF = 446 SF DESC. SIZE OF LEACHING FACILITY PROVIDED 0 USE (3) r 00 GALLON CONCRETE CHAMBERS CENTERED INSIDE t SIDEWALL AREA = 2(30.0' + 10.0') X 2 = LOCUS v BOTTOM AREA = 30.0' X 10.0' = 300.0 S.F. 460.0 S.F. 460 S.F. X 0.74 GPD/S.F. = 340 GPD 6.( m 340 GPD 'ROVIDED > 330 GPD DESIGN Tlar ou-k� klealth cepa r e t a D - SILVER LEAF LANE > TOM & DEBORAH CEBULA 531 WEST 40TH STREET iA 4 C/O STEVE HETZEL 508-259-5252 k 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 LOT 12 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 NOTE: LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH WATER LINE TO BE RELOCATED ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: IN THE EVENT THE RESERVE AREA NEEDS TO BE UTILIZED. 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 ti 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 INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS -REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (388) �\ 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE '3- RT OF CONSTRUCTION. _ f 9. THIS Sl``;TENi IS NOT DESIGNED FOR THE USE OFA 9AG.= GE7INDER. THE OWNER HAS INFGrtNIr_:C SSC; f \ GROUP THAT THE PREVIOUSLY INSTALLED GARBAGE G11.. 'JDER HAS BEEN REMOVED INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLO' ED PER 310 CMR 15.240(4). // LOAM AND SEED 0 ALL DISTURBED AREAS /1110 500 CALLON \' 1 CONCRETE ,CHING / //Oil / CHAMBER / - 2" LAYER OF 1/8" TO HOF 1/2" DOUBLE WASHED 0 ONEPIPBOVE CROWN o��' CRAIG A. �// G VBG // kyZ v FIELD cn No.38039 / ` / - 3/4" TO 1-1/2- , /QPJ� / i' DOUBLE WASHED / STONE TO CROWN / OF ` / OF PIPE LAND.� / �QG� /// / / j GS Z 2_0 z__ :/// HIGH POINT .100, // IN ROAD. /// 'f ELEV 99.9 / i EXISTING DWELLING FLOOR PLANS NOT TO SCALE !` SUNROOM UTIL J '" BATH KITCHEN l" BED#1 LIVINGROOM BED#2 i, DESI('N CALCULATIONS NOT TO SCALE -�N Of Mg8,9cy DESIGN FIOWW { 0 9 N 46 06 O 3 BEDROGMS CSD 110 GPD/BEDROOM = 330 GPD 330 GALLbNS X 200% = 660 GALLONS �0 ` PROFESSIONAL ENGINEER REQUIRED SEPTIC TANK SYSTEM UPGRADE 330 GPD :' 200% = 660 GALLONS IN REQUIRED' MIN. 1,500 GALLON SEPTIC TANK MASSACHUSETTS SIZE OF EQUIRED LEACHING FACILITY TTS: '�" A ? DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD/SF NO. 330 GPD : 0.74 GPD/SF = 446 SF DESC. SIZE OF LEACHING FACILITY PROVIDED USE (3) r 00 GALLON CONCRETE CHAMBERS CENTERED INSIDE A 30' X '±0' STONE FIELD SIDEWALL AREA = 2(30.0' + 10.0') X 2 = 160.0 S.F. BOTTOM AREA = 30.0' X 10.0' = 300.0 S.F. 460.0 S.F. 460 S.F. X 0.74 GPD/S.F. = 340 GPD 340 GPD 'ROVIDED > 330 GPD DESIGN LOCUS MAP NOT TO SCALE -�N Of Mg8,9cy BRIAN G. z YERGATIAN W { 0 9 N 46 06 O �0 $1 S T eP ` SS/ON A1- E�6 �0 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL.. SYSTEM UPGRADE 21 PINE CONE DRIVE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) TTS: '�" A ? OCTOBER 26, 2012 ISIONS- NO. DATE DESC. Tlar ou-k� klealth cepa r e t LVED PREPARED FOR: TOM & DEBORAH CEBULA 531 WEST 40TH STREET BALTIMORE, MD 21211 C/O STEVE HETZEL 508-259-5252 BSC i 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2012 BSC Group, Inc. SCALE: in = 10' 0 5 10 20 Fm FILE: P.\prj\4970600\Civil\_Drawings\4970600-SEP.dwg DWG. NO: 6149-01 SHEET 1 OF 1 JOB. N0: 4-9706.00