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HomeMy WebLinkAboutEngineered Plan - 2016Ll - SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP -1 GRD. EL. 72.4 SHGW EL 48.4 EL. 71.4 EL 69.4 EL 52.4 A SANDY LOAM 10YR 3/2 B LOAMY SAND 2.5Y 6/6 C-1 SILT LOAM 2.5Y 6/4 C-2 FINE SAND POCKETS SILT LOAM 2.5Y 5/6 EL 48.4 NO OBS. G.WATER - 288" DISTRIBUTION BOX [ NOT TO SCALE REMOVABLE r 6" MAX. COVER -f I 12" EL. 73.4 36" EL 71.9 EL. 60.2 240" EL 58 2 HDPE RISER 2" WALLS 3" 4 . • • .• 9-1/2" 0 0 11-1/2" . - 2" W BOTTOM ON LEVEL L„ STABLE BASE 6 MINIMUM 3/4" TO 1-1 /2" SECTION VIEW CRUSHED STONE TEST PIT TP -2 GRD. EL 74.4 SHGW EL. N/A A SANDY LOAM 10YR 3/2 B LOAMY SAND 2.5Y 6/6 C-1 SILT LOAM 2.5Y 6/4 C-2 FINE SAND POCKETS SILT LOAM 2.5Y 5/6 NO OBS. G.WATER. 12" 30" �21"� 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. DESIGN CALCULATIONS DESIGN FLOW 3 BEDROOMS 0 110 GPD/BEDROOM = 330 GPD REQUIRED SEPTIC TANK 330 GPD X 200% = 660 GALLONS USE 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD/SF 330 GPD T 0.74 GPD/SF = 446 SF SIZE OF LEACHING FACILITY PROVIDED USE (2) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4' STONE ALL AROUND. BOTTOM AREA: 25' X 12.83' = 320.7 S.F. SIDEWALL AREA: 2 X (2 X (25' + 12.83')) = 151.3 S.F. EFFECTIVE LEACHING AREA = 472 S.F. 472 S.F. X 0.74 GPD/S.F. = 349 GPD (INSTALLED CAPACITY) 349 GPD > 330 GPD (19 GPD RESERVE CAPACITY PROVIDED) 1,500 GALLON SEPTIC TANK 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 7M, COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. i 500 GALLON CONCRETE LEACHING CHAMBER (H-20) ' LOCUS INFORMATION NOT TO SCALE " CURRENT OWNER: BARBARA CADMAN 4 PERFORATED PVC 20" ACCESS COVER ONSITE S0IL EVALUATION W/SCREW CAP TO EXTEND DOWN TO WITHIN 3 INCHES TITLE REFERENCE: DEED BOOK 4166, PAGE 206 TO NATURAL SUBGRADE OF FINISH GRADE LOAM AND SEED I DATE: SEPTEMBER 7, 2016 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS PLAN REFERENCE: NO RECORD (SEE 75-57) TEST BY: BSC GROUP, INC. WITNESSED BY: AMY VON HONE, R.S., CHO �-- 1-1/2" TAPER % / / / / / / / / / / / / / ! / / ASSESSORS MAP: 122 LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS F_ �. CONC. 12-36 COVER PARCEL: 106 RISER PERCOLATION RATE: < 2 MINS./INCH (SIEVE) ZONING DISTRICT: R-40 O O M61=1 � '' ' ^ R' 2" LAYER OF 1/8- TO 1/2" DOUBLE WASHED SETBACKS: FRONT 30' SOIL CLASS: CLASS 1 0 C D 0 STONE ABOVE CROWN SIDE 20' L.T.A.R.: 0.74 GPD/S.F. 17-11=11=1 Q 36" 24" , 0 O 0 OF PIPE REAR 20' 0 EFFECTIVE 0 0 0 " " OVERLAY DISTRICT: O.K.H. LEGEND o 0 0 0 0 0 0 0 0 0 o DEPTH , o 0 0 0 o OUBLE WASTO HED i NITROGEN SENSITIVE STONE TO CROWN ZONE: NOT A ZONE II OF PIPE F77771 UNSUITABLE 8'-6" MATERIALS 4'-10" FEMA FLOOD (TO BE REMOVED)i ZONE DISTRICT: ZONE AE, DATED JULY 16, 2014 FRONT VIEW 12 -10" PANEL #25001 CO578 J INDICATESESTIMATED NOTES: SIDE VIEW MINIMUM LOT SIZE: 40,000 S.F. DN SIEVE SAMPLE -� SEASONAL HIGH GROUNDWATER 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. EXISTING LOT SIZE: 23,848± S.F. 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. VARIAN CES REQUESTED GENERAL NOTES TITLE 5 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE TO ALLOW THE TOP OF THE H-20 LEACHING CHAMBERS TO BE 6 _ / \ BELOW GRADE IN LIEU OF 3'. VENT PROVIDED. SEWAGE DISPOSAL FACILITIES AND ASSOCIATED SITE WORK: � � � - ._ _ _ _ _ _ � _ ._ 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 FRONT LANDING ��Elyq\ O PROPOSED LEACHING FACILITY. I E S2 1 `` ` ` _ ` \ ©� /® 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE BED#1 LIVING � 5 � =` � � ` � \ / MATERIALS. ROOM \ \. \ 1,9- \ / 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF BATH \ -1773 721 \ \ \ \\ / EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND \, \ DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 KITCHEN DINING, r,, INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A ROOM .� 4,q G \ \ I \ 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 SUNROOM \ ( �1/ ) Ii / \ // THE FOLLOWING SPECIFICATIONS: 1ST FLOOR I #209 I!� f / I CEXISTING / 1 % l 100% MUST PASS #4 SIEVE 3 BEDROOM/ ' 10% MUST PASS #50 SIEVE DWEWNG . / / � 0-20% MUST PASS #100 SIEVE BED#2 \ ! \ INV=71.60 C ! l� / 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. EXISTING SEPTIC f l / ,I COMPONENTS TO BE � C t ' � � � / / PUMPED, CRUSHED AND ly BENCHMARK 7. THE CONTRACTOR SH/}LL BE RESPONSIBLE FOR PROPERLY COORDINATING THE 2ND FLOOR ABANDONED IN ` / / / \ / HYDRANT TAG BOLD PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY ACCORDANCE WITH TITLE 5 / \ / �y / / ELEVATION 66.40 COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS i / > O�' SEWER LINE TO IN SERVICE. / / / / BE SLEEVED WITHIN 10' OF 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, WATER LINE I 500 GALLON CONC. / I / / SEC11ON 40 (888) 344-7233, A MINIMUM OF 72 HOURS PRIOR TO THE START OF LEACHING CHAMBER/ 5 \ / / j / CONSTRUCTION. ( ) , / PROPOSED SEPTI GALLON 9. THIS SYSTEM IS NOT QESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLA11ON / EXISTING SEPTIC TANK / �/ / OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR DRIVEWAY / /' / 15.240(4). I X75 / �\ ,/ / / ' 10. THE WATERLINE SHAL4 BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE RELOCATE EXISTING RESERVE AREA (IF NEEDED). PARCEL X07. 1 ' 8• � ��� \ �� �� // / Al' \ // FENCE SEPTIC TOANK PROTECT ' �' / / % / / '` � • • •� \ / � /d / / I 11. THERE IS NO PERIMETER PLAN OF THE LOCUS PROPERTY. EASTERLY PROPERTY LINE IS // APPROXIMATE. / BARN • - , / / , // / LIMIT OF 5' OVERDIG / 162, • © I =/ //' �' / ' \ /' EXCAVATE TO TOP OF / i / SCHEDULE OF ELEVATIONS r' VENT ... . / �'� i � � / �/� / *tH t]F 60gS C-2 HORIZON i �.-.. . .. � •,f'P�,e�/ t,P.6®� TOP OF FOUNDATION 72.56 A FIE w e INVERT AT BUILDING 71.60 B No 4" INVER AT SEPTIC TANK (IN) 70.04 C / PROPOSED / OBSERVATION/' / �0�/ 4" INVERT AT SEPTIC TANK (OUT) 69.79 D / / / PORT , // // / / / /�� G tt� 4" INVERT AT DIST. BOX (IN) 68.56 E PARCEL 104. N / / " -10 I RAISE AT LEAST ONE EXISTING COVER TO WITHIN 6" OF FINISHED GRADE THE RISER SHALL BE 18",' HDPE PIPE i 6" MAX. CONC. COVER 4" 10'-6" a - a G . 10'-0" 10" 3" 4' MIN. LIQUID 5-8" _ _ _ 4'-6" LOCATE DEPTH 5'-8" INLET TEE OUTLET TEE UNDER COVER yy/GAS BAFFLE 3" 3" L L • .A PLAN VIEW CROSS-SECTION VIEW �.8 J/ 4 INVERT AT DIST. BOX (OUT) 68.39 F 0 � 67 C ELEVATIONS AT LEACHING FACILITY: J��O�/' 4" INV. AT LEACHING CHAMBERS 68.30 G (BRKOUT 69.30) I �+ Q ,�� BOTTOM OF LEACHING CHAMBERS 66.30 H '� , / �// / , ✓ `G �O ESTIMATED SEASONAL HIGH GROUNDWATER 48.40 J lPARCEL �06 ,��P/ / 23, 8481 S.F. � � ,`'��/ / � / 5 � PROPS SYSTEM PROFILE r POSED NOT TO SCALE DIST. BOX 4" SCH. 40 PVC l / L= 82 FT. // \ / EL.=A S=0.015 TOP FOUNDATION FIRST PIPE LENGTH \ \ / TO BE SET LEVEL FINISH GRADE EL. 72.2± 4" SCH. 40 PVC FOR MIN. 2' 73.6-75.2 L=28± FT. S=0.055 4" SCH. 40 PVC VENT W/BIRD SCREEN 'y O�/ �.• Tc3 000000000000000000 1=C I=E I=F H :x LEACHING \ / • • • SEPTIC TANK DISTRIBUTION 17.9' SEPARATION CHAMBERS OX MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT #1) IN THE TRENCH OVER ALL PVC PIPING ROUTE 6A 6A 0 LOCUS zz � °° co z `S N Y O co� m LOCUS MAP NOT TO SCALE OF 4146s9cyG BRIAN c YERGATIAN -4 CIVIL .0 9 No. 46206 �G/STEP FSS/OVAL ENG BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN #209 ROUTE 6A IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN SEPTEMBER 15, 2016 NO. DATE DESC. _ermit valid it r ftw:f'AfK UfJw:f'If(_. 51!+17•: :lnfl Iu, 11 of lilt' va YlRnl'l'S. ;oard of Heald review ►nd ytl,iov a1 isrcyuircd for PREPARED FOR: ROGER CADMAN 209 ROUTE 6A YARMOUTH PORT, MA 02675 RCADDY27@GMAIL.COM UP SC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 na FILE: P:\prj\50043.00-sp.dwg DWG. NO: 6395-01 JOB. NO: 5-0043.00 SHEET 1 OF 1• rl RII,V. (f l,nkn Ct�fn . I ewagc.f.►cilities and/or structures/d�+,.�Ilitrg. Yarmouth (5) 5" DIA. 13" KNOCKOUTS ficatt�h licpartment TYP. .. 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. DESIGN CALCULATIONS DESIGN FLOW 3 BEDROOMS 0 110 GPD/BEDROOM = 330 GPD REQUIRED SEPTIC TANK 330 GPD X 200% = 660 GALLONS USE 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD/SF 330 GPD T 0.74 GPD/SF = 446 SF SIZE OF LEACHING FACILITY PROVIDED USE (2) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4' STONE ALL AROUND. BOTTOM AREA: 25' X 12.83' = 320.7 S.F. SIDEWALL AREA: 2 X (2 X (25' + 12.83')) = 151.3 S.F. EFFECTIVE LEACHING AREA = 472 S.F. 472 S.F. X 0.74 GPD/S.F. = 349 GPD (INSTALLED CAPACITY) 349 GPD > 330 GPD (19 GPD RESERVE CAPACITY PROVIDED) 1,500 GALLON SEPTIC TANK 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 7M, COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. i 500 GALLON CONCRETE LEACHING CHAMBER (H-20) ' LOCUS INFORMATION NOT TO SCALE " CURRENT OWNER: BARBARA CADMAN 4 PERFORATED PVC 20" ACCESS COVER ONSITE S0IL EVALUATION W/SCREW CAP TO EXTEND DOWN TO WITHIN 3 INCHES TITLE REFERENCE: DEED BOOK 4166, PAGE 206 TO NATURAL SUBGRADE OF FINISH GRADE LOAM AND SEED I DATE: SEPTEMBER 7, 2016 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS PLAN REFERENCE: NO RECORD (SEE 75-57) TEST BY: BSC GROUP, INC. WITNESSED BY: AMY VON HONE, R.S., CHO �-- 1-1/2" TAPER % / / / / / / / / / / / / / ! / / ASSESSORS MAP: 122 LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS F_ �. CONC. 12-36 COVER PARCEL: 106 RISER PERCOLATION RATE: < 2 MINS./INCH (SIEVE) ZONING DISTRICT: R-40 O O M61=1 � '' ' ^ R' 2" LAYER OF 1/8- TO 1/2" DOUBLE WASHED SETBACKS: FRONT 30' SOIL CLASS: CLASS 1 0 C D 0 STONE ABOVE CROWN SIDE 20' L.T.A.R.: 0.74 GPD/S.F. 17-11=11=1 Q 36" 24" , 0 O 0 OF PIPE REAR 20' 0 EFFECTIVE 0 0 0 " " OVERLAY DISTRICT: O.K.H. LEGEND o 0 0 0 0 0 0 0 0 0 o DEPTH , o 0 0 0 o OUBLE WASTO HED i NITROGEN SENSITIVE STONE TO CROWN ZONE: NOT A ZONE II OF PIPE F77771 UNSUITABLE 8'-6" MATERIALS 4'-10" FEMA FLOOD (TO BE REMOVED)i ZONE DISTRICT: ZONE AE, DATED JULY 16, 2014 FRONT VIEW 12 -10" PANEL #25001 CO578 J INDICATESESTIMATED NOTES: SIDE VIEW MINIMUM LOT SIZE: 40,000 S.F. DN SIEVE SAMPLE -� SEASONAL HIGH GROUNDWATER 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. EXISTING LOT SIZE: 23,848± S.F. 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. VARIAN CES REQUESTED GENERAL NOTES TITLE 5 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE TO ALLOW THE TOP OF THE H-20 LEACHING CHAMBERS TO BE 6 _ / \ BELOW GRADE IN LIEU OF 3'. VENT PROVIDED. SEWAGE DISPOSAL FACILITIES AND ASSOCIATED SITE WORK: � � � - ._ _ _ _ _ _ � _ ._ 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 FRONT LANDING ��Elyq\ O PROPOSED LEACHING FACILITY. I E S2 1 `` ` ` _ ` \ ©� /® 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE BED#1 LIVING � 5 � =` � � ` � \ / MATERIALS. ROOM \ \. \ 1,9- \ / 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF BATH \ -1773 721 \ \ \ \\ / EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND \, \ DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 KITCHEN DINING, r,, INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A ROOM .� 4,q G \ \ I \ 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 SUNROOM \ ( �1/ ) Ii / \ // THE FOLLOWING SPECIFICATIONS: 1ST FLOOR I #209 I!� f / I CEXISTING / 1 % l 100% MUST PASS #4 SIEVE 3 BEDROOM/ ' 10% MUST PASS #50 SIEVE DWEWNG . / / � 0-20% MUST PASS #100 SIEVE BED#2 \ ! \ INV=71.60 C ! l� / 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. EXISTING SEPTIC f l / ,I COMPONENTS TO BE � C t ' � � � / / PUMPED, CRUSHED AND ly BENCHMARK 7. THE CONTRACTOR SH/}LL BE RESPONSIBLE FOR PROPERLY COORDINATING THE 2ND FLOOR ABANDONED IN ` / / / \ / HYDRANT TAG BOLD PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY ACCORDANCE WITH TITLE 5 / \ / �y / / ELEVATION 66.40 COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS i / > O�' SEWER LINE TO IN SERVICE. / / / / BE SLEEVED WITHIN 10' OF 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, WATER LINE I 500 GALLON CONC. / I / / SEC11ON 40 (888) 344-7233, A MINIMUM OF 72 HOURS PRIOR TO THE START OF LEACHING CHAMBER/ 5 \ / / j / CONSTRUCTION. ( ) , / PROPOSED SEPTI GALLON 9. THIS SYSTEM IS NOT QESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLA11ON / EXISTING SEPTIC TANK / �/ / OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR DRIVEWAY / /' / 15.240(4). I X75 / �\ ,/ / / ' 10. THE WATERLINE SHAL4 BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE RELOCATE EXISTING RESERVE AREA (IF NEEDED). PARCEL X07. 1 ' 8• � ��� \ �� �� // / Al' \ // FENCE SEPTIC TOANK PROTECT ' �' / / % / / '` � • • •� \ / � /d / / I 11. THERE IS NO PERIMETER PLAN OF THE LOCUS PROPERTY. EASTERLY PROPERTY LINE IS // APPROXIMATE. / BARN • - , / / , // / LIMIT OF 5' OVERDIG / 162, • © I =/ //' �' / ' \ /' EXCAVATE TO TOP OF / i / SCHEDULE OF ELEVATIONS r' VENT ... . / �'� i � � / �/� / *tH t]F 60gS C-2 HORIZON i �.-.. . .. � •,f'P�,e�/ t,P.6®� TOP OF FOUNDATION 72.56 A FIE w e INVERT AT BUILDING 71.60 B No 4" INVER AT SEPTIC TANK (IN) 70.04 C / PROPOSED / OBSERVATION/' / �0�/ 4" INVERT AT SEPTIC TANK (OUT) 69.79 D / / / PORT , // // / / / /�� G tt� 4" INVERT AT DIST. BOX (IN) 68.56 E PARCEL 104. N / / " -10 I RAISE AT LEAST ONE EXISTING COVER TO WITHIN 6" OF FINISHED GRADE THE RISER SHALL BE 18",' HDPE PIPE i 6" MAX. CONC. COVER 4" 10'-6" a - a G . 10'-0" 10" 3" 4' MIN. LIQUID 5-8" _ _ _ 4'-6" LOCATE DEPTH 5'-8" INLET TEE OUTLET TEE UNDER COVER yy/GAS BAFFLE 3" 3" L L • .A PLAN VIEW CROSS-SECTION VIEW �.8 J/ 4 INVERT AT DIST. BOX (OUT) 68.39 F 0 � 67 C ELEVATIONS AT LEACHING FACILITY: J��O�/' 4" INV. AT LEACHING CHAMBERS 68.30 G (BRKOUT 69.30) I �+ Q ,�� BOTTOM OF LEACHING CHAMBERS 66.30 H '� , / �// / , ✓ `G �O ESTIMATED SEASONAL HIGH GROUNDWATER 48.40 J lPARCEL �06 ,��P/ / 23, 8481 S.F. � � ,`'��/ / � / 5 � PROPS SYSTEM PROFILE r POSED NOT TO SCALE DIST. BOX 4" SCH. 40 PVC l / L= 82 FT. // \ / EL.=A S=0.015 TOP FOUNDATION FIRST PIPE LENGTH \ \ / TO BE SET LEVEL FINISH GRADE EL. 72.2± 4" SCH. 40 PVC FOR MIN. 2' 73.6-75.2 L=28± FT. S=0.055 4" SCH. 40 PVC VENT W/BIRD SCREEN 'y O�/ �.• Tc3 000000000000000000 1=C I=E I=F H :x LEACHING \ / • • • SEPTIC TANK DISTRIBUTION 17.9' SEPARATION CHAMBERS OX MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT #1) IN THE TRENCH OVER ALL PVC PIPING ROUTE 6A 6A 0 LOCUS zz � °° co z `S N Y O co� m LOCUS MAP NOT TO SCALE OF 4146s9cyG BRIAN c YERGATIAN -4 CIVIL .0 9 No. 46206 �G/STEP FSS/OVAL ENG BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN #209 ROUTE 6A IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN SEPTEMBER 15, 2016 NO. DATE DESC. _ermit valid it r ftw:f'AfK UfJw:f'If(_. 51!+17•: :lnfl Iu, 11 of lilt' va YlRnl'l'S. ;oard of Heald review ►nd ytl,iov a1 isrcyuircd for PREPARED FOR: ROGER CADMAN 209 ROUTE 6A YARMOUTH PORT, MA 02675 RCADDY27@GMAIL.COM UP SC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 na FILE: P:\prj\50043.00-sp.dwg DWG. NO: 6395-01 JOB. NO: 5-0043.00 SHEET 1 OF 1• rl RII,V. (f l,nkn Ct�fn . I ewagc.f.►cilities and/or structures/d�+,.�Ilitrg. Yarmouth ficatt�h licpartment :darne' Date