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HomeMy WebLinkAboutBLD-18-001611' NOT TO SCALE AR NTH ,•� x _� GENERAL NOTES: JS AND TEST PIT 1-1 TEST PIT 1-2 TEST PIT 1-3 TEST PIT 1-4 EET 'O �° 1. THIS PLAN IS INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL GRD. EL 10.8 GRD. EL. 11.0 GRD. EL: 11.6 GRD. EL. 12.0 fBERS ��h •°" � \ 153/P.31 -A SYSTEM AND ASSOCIATED SITE WORK. EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST.. HIGH GW. 1.5 EST. HIGH GW. 1.5 ^DEED � 2.. ALL CONSTRUCTION- METHODSANDMATERIALS. SHALL CONFORM T0.310 CMR 15.000 AND . `� YARMOUTH BOARD OF HEALTH REGULATIONS V i UttU bUUK I /0�)U, r/-1UL 4J SOIL TEST oho CAT ES ., PIT DATA \+ PLAN BOOK 184, PAGE 131 ' NOT TO SCALE AR NTH ,•� x _� GENERAL NOTES: JS AND TEST PIT 1-1 TEST PIT 1-2 TEST PIT 1-3 TEST PIT 1-4 EET 'O �° 1. THIS PLAN IS INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL GRD. EL 10.8 GRD. EL. 11.0 GRD. EL: 11.6 GRD. EL. 12.0 fBERS ��h •°" � \ 153/P.31 -A SYSTEM AND ASSOCIATED SITE WORK. EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST.. HIGH GW. 1.5 EST. HIGH GW. 1.5 ^DEED � 2.. ALL CONSTRUCTION- METHODSANDMATERIALS. SHALL CONFORM T0.310 CMR 15.000 AND . `� YARMOUTH BOARD OF HEALTH REGULATIONS 9" 28" 114" 121" 13 144" 10" 34" 121" 130" 'ICAL) 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED \ \. 1 1.7 X LEACHING FACILITY. 10" / \: �0 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. PROPOSED BUILDING SEWER 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF RBSE�VE< W DED \ CONTRACTOR TO PROVIDE A LEACHM MINIMUM SLOPE OF 0.02 FT/FT. EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS AREA PROPOSED cns \ \ a SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL \ gyp• 28'x75 METER #1 / 38„ - SHALL NOT CONTAIN ANY MATERIAL 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 PROPOSED 1,500 GALLON MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL PROPOSED \ �, \ SEPTIC TANK MEETS EACH OF THE FOLLOWING SPECIFICATIONS: v� O� GENERATOR \ N,F ss S \ ROY WILSCHUT 100% # � MUST PASS 4 SIEVE �� •s , Fon nav EXISTING #17 AUNT EDITHS ROAD 10% MUST PASS #50 SIEVE 1,500 GALLON ASSESSORS MAP 51 0-20% MUST PASS #100 SIEVE SLAB 13 Ot SEPTIC TANK 126" 8-4 TO BE REMOVED PARCEL 98 0-5% MUST PASS #200 SIEVE „ 0 ' R T `�` DEED BOOK 22662, PAGE 201 138 ,---- ._ C-4 EDGE. OF „ �% . }Uig SE ,I LEACHING FIELD PLAN BOOK 184, PAGE 131 6. EXISTING'UTIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT ELEV=0.0 ELEV=(-1.0) tL-t.v=U.0 ELEV=0.0 144 _NEW 12,9 \ © �• �-` x3 x1583 GUARANTEE THEIR ACCURACY OR TI-F1T ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR + w AREA •- SHALL VERIFY THE SIZE, LOCATION LND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, . • V� PROPOSED DRAT dE IRRIGATION H- 0-4 \ EXISTING WITHIN THE LIMIT OF, WORK, PRIOR ,O THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DATE: DATE: DATE: DATE: AR PROPOSED yy� 2.0 TO BE REMOVED JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 ELECTRIC s :� :.; T 1- DISCOVERED OR FIELD CHANGES RPUIRED,• THE CONTRACTOR SHALL NOTIFY THE ENGINEER TEST BY: TEST BY: METER EL 11.6 153/P31-8(TO BE REMOVED) IMMEDIATELY. TEST BY:SC TEST BY:SC PRECAST CONCRETE �<a 7. THE CONTRACTOR SHALL BE RESF NSIBLE FOR PROPERLY COORDINATING THE PROPOSED THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP YARD DRAIN WOODED : ENTIRE LEACHING AREA SHALL BE W • " • •': EXCAVATED Dowty To NATIVE CONSTRUCTION ACTIVITIES WITH C�-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL p - WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: `W/BEEHIVE GRATE • .. • °: o \ �- ' ' =' • • : • • ° : • • • . MATERIAL. AND. FILLED WITH. CLEAN PROPOSED WORKNITHOUT ANY INTERUPTIONS IN SERVICE. AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 • • •' EE N & INV=9.95 ' ; . ; . (S 6) • C- SAND NOTES 5 COMPLETE - PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: SUMP=6.95 ;5: • • • ; _ ; ! 8. CONTRACTOR IS REQUIRED TO NT1FY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH •� ©a 2 HOURS PRIOR TO THE START OF .I � ti PROPOSED POOL (888) 344-7233 A MINIMUM 0� CONSTRUCTION. SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR Ytl 9. THIS SYSTEM IS NOT DESIGNED -OR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF 18x38 KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS 1 L. A GARBAGE GRINDER AT THIS ROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). /. ' 12.5 \ m �S•' SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: ', �• �9 �. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. \ 12a7 xE H 0.74 G.P:D: SQ:FT. 0.74 G:P.D. SQ.FT. ° PROPOSED` X 11. 0.74 G.P.D./SQ.F-r. 0:74 c:P:D:/so:Fr. / / CLEANOUT DESIGN CALCULATIONS o - G ? 0 ° �v� C .2 CRAIG A, ; DESIGN FLOW t �.. 0 ' '�''��`' FOD► (1 ��3' . \ . n �. ' \ r- s�� �PROPOi� rcpa� � - W � � 10 BEDROOVS I`1 MAIN HOUSE (2 OVER GARAGE) - ---- - PR( sc TOWN OF YARMOUTH: x 2.4 Yarmocith Health Department TO ALLOW THE TOP OF FOUNDATION TOB E LESS THAN 2' ABOVE THE HIGH POINT IN THE P ROAD. EXISTING HIGHPOINT 12.7. PROPOSED TOF = 13.7. A 1.0' VARIANCE IS REQUESTED. \ 6'� , PROPS �, \ ,X,)O GOP c APP VES? \ •��, e-1 ♦ F BASDMEN7 TITLE 5 r �r %F.F.14.77' % 1" �� �, ALLOWABLE MAXIMUM COVER OVER THE LEACHING ame Date TO ALLOW A 0.6 -FOOT INCREASE OF THE ALL \ FIELD TO 3.6 FEET IN LIEU OF 3.0 FEET. A 0.6 -FOOT VARIANCE IS REQUESTED. 40y X 1 / X 1 1.8 �' \ \ X 1 1.5 r 001140 X 11.3 �'' LA X 12.0 , \ LOCUS INFORMATION �,�%� CURRENT OWNER: MARK HAGGERTY & SCHEDULE OF ELEVATIONS \ ♦ \ t'''/ JEANNE RUSSO HAGGERTY X 1 1.6 PROPOSED /= l6' / x 3 / TTRE REFERENCE: DEED BOOK 29181, PAGE 29 \ ` RETAINING WALL FOR TOP OF FOUNDATION ®DWELLING i,'f.ZSZ i\ \ l BASEMENT ACCESS PUN REFERENCE: 649/71 4" INVERT AT DWELLING I 10.52 B-1 \ " DWELLING NEAR GARAGE LQ,44. 8-2 \ f 4 INVERT AT 0 ( ) \ VC �� , I GTE \ KcSESSORS MAP: 51 4" INVERT AT ATTACHED GARAGE 10.32 B-3 \ , ,,\ PUMP (2) EXISTING\ I j X 4" INVERT AT 3,500 GALS SEPTIC TANK (IN) x.72 C-1 SEPTIC TANKS `i �� PARCEL: 102.1 4" INVERT AT SEPTIC TANK (OUT) 9.47 D-1 \ NEW GARAGE \ ti� \ DEMOLISH PUMP, AND D SPOSE' �� ' E ; X 8.7 ', FOUNDATION / �, X 1 1.5 \ \ Z04ING DISTRICT: RS -40 \ TOF = 13,5 ✓ SAT A LICENSED FACILITY P�PEWA I �1 SETBACKS: FRONT 30' TOP OF SLAB ®BARN 13.00 \ I \ \ / x•16" ABOW AI70) X SIDE 20 4" INVERT AT BARN 10.00 B-4 \ j / ' REAR 20' 4 INVERT AT 1.500 GAL SEPTIC TANK (IN) _9,.$4 C-4 4" INVERT AT SEPTIC TANK (OUT); D-4 • \ NEW FEMA \\%' % /♦ �`\" 1 OVERLAY DISTRICT: NOT AN APD �`�' ♦ ° % / -� 1 DESIGNATED %j, , xJ O /OP06ED LAri'!! ->�- 1 NITROGEN SENSITIVE \ ! LIMITS VNDf t lug► TO REIWIt ZONE: NOT A ZONE II 4" INVERT AT DIST. BOX (IN) E \ I 1 J APPI•t�OVED? 4" INVERT AT DIST. BOX (OUT) 7.83 F 1� `J_/ FEMA FLOOD ♦� lJ LOMA �fi/G ,� \ '�',�=%� /� ZONE DISTRICT: ZONE X, X -OTHER & AE, EL=11 ELEVATIONS AT LEACHING FACILITY: \ I 1 %� ;.i/� i / / / / ' -r�, �0r, \ '�' ®rll /,/ DATED 7/16/14 PANEL #250000587 J 4" INV. AT BEgNNING LEACHING FIELD 7.64 G BREAKOUT 8.2 ♦ 11.3 x / % I 4 INV AT END LEACHING FIELD 7.50 H \ x 1 1 ,3 �j,�I s EXISTING LOT SIZE: 57,4941 S.F. BOTTOM OF LEACHING FIELD 7.00 I \ x /f � '/�'%, MINIMUM LOT SIZE: 40,000 S.F. MEAN HIGH WATER 1.50 K \ BOTTOM OF TEST PIT #1 0.00 O ♦ �� \ \ / x 11.6 POOL j 00� A77T1 LOAMY SAND 10YR 3/2 12" B LOAMY SAND LOCUS MAP 10YR 4/6 S,1" of Mqs` 4" GRAVEL �BRIAN G. c YERGATIAN a 01) 24" -• FSS/ONAL ENG\ -A 1 I ELEV=8.8 BRIAN G. YERGATIAN DATE 42" SEWAGE DISPOSAL C 12 f ESSIE'S LANE FINE SAND . SOUTH YARMOUTH IOYR 7/4 (BARNSTABLE COUNTY) ELEV=1.5 APRIL 30, 2013 = 122" DATE 0" 9" 28" 114" 121" 13 144" 10" 34" 121" 130" 'ICAL) 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED \ \. 1 1.7 X LEACHING FACILITY. 10" / \: �0 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. PROPOSED BUILDING SEWER 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF RBSE�VE< W DED \ CONTRACTOR TO PROVIDE A LEACHM MINIMUM SLOPE OF 0.02 FT/FT. EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS AREA PROPOSED cns \ \ a SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL \ gyp• 28'x75 METER #1 / 38„ - SHALL NOT CONTAIN ANY MATERIAL 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 PROPOSED 1,500 GALLON MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL PROPOSED \ �, \ SEPTIC TANK MEETS EACH OF THE FOLLOWING SPECIFICATIONS: v� O� GENERATOR \ N,F ss S \ ROY WILSCHUT 100% # � MUST PASS 4 SIEVE �� •s , Fon nav EXISTING #17 AUNT EDITHS ROAD 10% MUST PASS #50 SIEVE 1,500 GALLON ASSESSORS MAP 51 0-20% MUST PASS #100 SIEVE SLAB 13 Ot SEPTIC TANK 126" 8-4 TO BE REMOVED PARCEL 98 0-5% MUST PASS #200 SIEVE „ 0 ' R T `�` DEED BOOK 22662, PAGE 201 138 ,---- ._ C-4 EDGE. OF „ �% . }Uig SE ,I LEACHING FIELD PLAN BOOK 184, PAGE 131 6. EXISTING'UTIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT ELEV=0.0 ELEV=(-1.0) tL-t.v=U.0 ELEV=0.0 144 _NEW 12,9 \ © �• �-` x3 x1583 GUARANTEE THEIR ACCURACY OR TI-F1T ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR + w AREA •- SHALL VERIFY THE SIZE, LOCATION LND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, . • V� PROPOSED DRAT dE IRRIGATION H- 0-4 \ EXISTING WITHIN THE LIMIT OF, WORK, PRIOR ,O THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DATE: DATE: DATE: DATE: AR PROPOSED yy� 2.0 TO BE REMOVED JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 ELECTRIC s :� :.; T 1- DISCOVERED OR FIELD CHANGES RPUIRED,• THE CONTRACTOR SHALL NOTIFY THE ENGINEER TEST BY: TEST BY: METER EL 11.6 153/P31-8(TO BE REMOVED) IMMEDIATELY. TEST BY:SC TEST BY:SC PRECAST CONCRETE �<a 7. THE CONTRACTOR SHALL BE RESF NSIBLE FOR PROPERLY COORDINATING THE PROPOSED THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP YARD DRAIN WOODED : ENTIRE LEACHING AREA SHALL BE W • " • •': EXCAVATED Dowty To NATIVE CONSTRUCTION ACTIVITIES WITH C�-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL p - WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: `W/BEEHIVE GRATE • .. • °: o \ �- ' ' =' • • : • • ° : • • • . MATERIAL. AND. FILLED WITH. CLEAN PROPOSED WORKNITHOUT ANY INTERUPTIONS IN SERVICE. AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 • • •' EE N & INV=9.95 ' ; . ; . (S 6) • C- SAND NOTES 5 COMPLETE - PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: SUMP=6.95 ;5: • • • ; _ ; ! 8. CONTRACTOR IS REQUIRED TO NT1FY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH •� ©a 2 HOURS PRIOR TO THE START OF .I � ti PROPOSED POOL (888) 344-7233 A MINIMUM 0� CONSTRUCTION. SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR Ytl 9. THIS SYSTEM IS NOT DESIGNED -OR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF 18x38 KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS 1 L. A GARBAGE GRINDER AT THIS ROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). /. ' 12.5 \ m �S•' SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: ', �• �9 �. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. \ 12a7 xE H 0.74 G.P:D: SQ:FT. 0.74 G:P.D. SQ.FT. ° PROPOSED` X 11. 0.74 G.P.D./SQ.F-r. 0:74 c:P:D:/so:Fr. / / CLEANOUT DESIGN CALCULATIONS o - G ? 0 ° �v� C .2 CRAIG A, ; DESIGN FLOW t �.. 0 ' '�''��`' FOD► (1 ��3' . \ . n �. ' \ r- s�� �PROPOi� rcpa� � - W � � 10 BEDROOVS I`1 MAIN HOUSE (2 OVER GARAGE) - ---- - PR( sc TOWN OF YARMOUTH: x 2.4 Yarmocith Health Department TO ALLOW THE TOP OF FOUNDATION TOB E LESS THAN 2' ABOVE THE HIGH POINT IN THE P ROAD. EXISTING HIGHPOINT 12.7. PROPOSED TOF = 13.7. A 1.0' VARIANCE IS REQUESTED. \ 6'� , PROPS �, \ ,X,)O GOP c APP VES? \ •��, e-1 ♦ F BASDMEN7 TITLE 5 r �r %F.F.14.77' % 1" �� �, ALLOWABLE MAXIMUM COVER OVER THE LEACHING ame Date TO ALLOW A 0.6 -FOOT INCREASE OF THE ALL \ FIELD TO 3.6 FEET IN LIEU OF 3.0 FEET. A 0.6 -FOOT VARIANCE IS REQUESTED. 40y X 1 / X 1 1.8 �' \ \ X 1 1.5 r 001140 X 11.3 �'' LA X 12.0 , \ LOCUS INFORMATION �,�%� CURRENT OWNER: MARK HAGGERTY & SCHEDULE OF ELEVATIONS \ ♦ \ t'''/ JEANNE RUSSO HAGGERTY X 1 1.6 PROPOSED /= l6' / x 3 / TTRE REFERENCE: DEED BOOK 29181, PAGE 29 \ ` RETAINING WALL FOR TOP OF FOUNDATION ®DWELLING i,'f.ZSZ i\ \ l BASEMENT ACCESS PUN REFERENCE: 649/71 4" INVERT AT DWELLING I 10.52 B-1 \ " DWELLING NEAR GARAGE LQ,44. 8-2 \ f 4 INVERT AT 0 ( ) \ VC �� , I GTE \ KcSESSORS MAP: 51 4" INVERT AT ATTACHED GARAGE 10.32 B-3 \ , ,,\ PUMP (2) EXISTING\ I j X 4" INVERT AT 3,500 GALS SEPTIC TANK (IN) x.72 C-1 SEPTIC TANKS `i �� PARCEL: 102.1 4" INVERT AT SEPTIC TANK (OUT) 9.47 D-1 \ NEW GARAGE \ ti� \ DEMOLISH PUMP, AND D SPOSE' �� ' E ; X 8.7 ', FOUNDATION / �, X 1 1.5 \ \ Z04ING DISTRICT: RS -40 \ TOF = 13,5 ✓ SAT A LICENSED FACILITY P�PEWA I �1 SETBACKS: FRONT 30' TOP OF SLAB ®BARN 13.00 \ I \ \ / x•16" ABOW AI70) X SIDE 20 4" INVERT AT BARN 10.00 B-4 \ j / ' REAR 20' 4 INVERT AT 1.500 GAL SEPTIC TANK (IN) _9,.$4 C-4 4" INVERT AT SEPTIC TANK (OUT); D-4 • \ NEW FEMA \\%' % /♦ �`\" 1 OVERLAY DISTRICT: NOT AN APD �`�' ♦ ° % / -� 1 DESIGNATED %j, , xJ O /OP06ED LAri'!! ->�- 1 NITROGEN SENSITIVE \ ! LIMITS VNDf t lug► TO REIWIt ZONE: NOT A ZONE II 4" INVERT AT DIST. BOX (IN) E \ I 1 J APPI•t�OVED? 4" INVERT AT DIST. BOX (OUT) 7.83 F 1� `J_/ FEMA FLOOD ♦� lJ LOMA �fi/G ,� \ '�',�=%� /� ZONE DISTRICT: ZONE X, X -OTHER & AE, EL=11 ELEVATIONS AT LEACHING FACILITY: \ I 1 %� ;.i/� i / / / / ' -r�, �0r, \ '�' ®rll /,/ DATED 7/16/14 PANEL #250000587 J 4" INV. AT BEgNNING LEACHING FIELD 7.64 G BREAKOUT 8.2 ♦ 11.3 x / % I 4 INV AT END LEACHING FIELD 7.50 H \ x 1 1 ,3 �j,�I s EXISTING LOT SIZE: 57,4941 S.F. BOTTOM OF LEACHING FIELD 7.00 I \ x /f � '/�'%, MINIMUM LOT SIZE: 40,000 S.F. MEAN HIGH WATER 1.50 K \ BOTTOM OF TEST PIT #1 0.00 O ♦ �� \ \ / x 11.6 POOL j 00� 28 S,`. N s ti LOCUS LOCUS MAP NOT TO SCALE S,1" of Mqs` O ti � �BRIAN G. c YERGATIAN a 01) CIVIL .0 9 No. 46206 0 4 90 FGISTcP6 ���. -• FSS/ONAL ENG\ -A 1 I BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM DESIGN 12 f ESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 NO. DATE DESC. 1 5-31-13 BOH REQ. 2 1-25-16 ADDL. PERK INFOMATION 3 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN 5 8-9-17 RELOCATE LEACHING AREA VMRK MUST,,CON ORM TO ALL TOWN Y 4AWS " REGULATIONS YARMOUTH WATER DEPT DATE PREPARED FOR: MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARKHAGS72@YAHOO.COM "Ej S C III, DUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Fw FILE: P:\prj\4960500\Civil\-Drawings\49605-03-SP.dwg DWG. NO: 6086-09 SHEET 1 OF 2 JOB. NO: 4-9605.03 SYSTEM NOT TO SCALE. (DWELLIN 1.500 GALLON SEPTIC TANK (H-20_ NOT TO SCALE NOTES 24" DIA. HEAVY DUTY C.I. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. COVER, TYP. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 RAISE TO FINISHED GRADE LOADING. USING SEWER BRICK AND CONC. COVER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MORTAR 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 MORTAR. io 10'-0' _ • 10" , co 4 LOCATE i o e tO UNDER COVER INLET TEE OUTLET TEE 6 I – D W/GAS BAFFLE 6" PLAN VIEW 3/4- To 1- 2: CROSS—SECTION VIEW CRUSHED STONE 3,500 GALLON 2—COMPARTMENT SEPTIC NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MALL 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. 6. IF NO PORTION OF THE GROUND SURFACE ABOVE TANK WILL BE SUBJECT TO VEHICLE LOADS, AN H-10 SEPTIC TANK MAY BE USED. 17'-0' I 24" DIA. COVERS 420 BAFFLE I 0 0 I 1ST 2ND i. COMPARTMENT COMPARTMENT (2.506 GALLONS) (1.420 GALLONS) I 10'-00 5'-8" L JL J PLAN VIEW ■l I 00 MIN. 24' DIA. COVER. TYP. RAISE (2) TO WITHIN 6" OF FINISHED nn.nr awnlun o[vrco 001~ AAlrf 6" MIN. 3/4' TO 1-1/2" CRUSHED STONE to SYSTEM PROFILE (BARN) - NOT TO SCALE EL=A TOP FOUNDATION Iar- EXISTING BUILDING L=12.1 t SEWER 10' ® S=0.016 4" SCH. 40 PVC L=53.51 FT. S=0.03 � S 1=B-4 1=D-4 1=E 1=C-4 I–F 14–OUTLET .r DISTRIBUTION BOX 1,500 GALLON SEPTIC TANK a i� l DISTRIBUTION BOX DETAIL (H-96) NOT TO SCALE (14) 5 C' -A. MOCKOUTS 21COVER a 80 TYP. 4- ULJU 1 to -� Q, 12' dCOVER 8' DIA. INLET .0000 N 800 T BOTTOM ON LEVEL 6� STABLE BASE 3f4' TO 1-1/2' CRUSHED STONE SECTION A–A PUN V—T W - NOTES: 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION 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 SET WITHIN 6 INCHES OF FINISHED GRADE– LEACHING RADELEACHING FIELD DETAILS NOT TO SCALE VENT W/BIRD SCREEN 4' PERFORATED PVC W/SCREW CAP TO EXTEND DOWN 2" MIN. OF 1/8" TO 1/2" TO NATURAL SUBGRADE 3/4' TO 1-1/2' DOUBLE WASHED STONE OR MIN. 2% SLOPE z DOUBLE WASHED STONE GEOTEXTILE OVER LEACHING FIELD CONTAINING NO FINES � 4" MIN. LOAM AND SEED 12" MIN. COVER 1.• � �1 . .il w�•• .•t' :rte ♦ 1 .r 4t -••yrs 'I,' {• I I •�•..t�••: .y. �� • :. CONNECT ENDS , . • - • - a _, �� k . 4 PERFORATED - SCH. 40 PVC PIPE OF LATERALS (TYP.)J AND VENT 24- 6' 6' 59 LEVEL BOTTOM 28' S' OVERDIG TO BOTTOM OF LEACHING FIELD PROFILE CROSS—SECTION LOCUS MAP NOT TO SCALE 4" SCH. 40 PVC N Of MASs9cti BRIAN G. G� EL=A L=1441 FT. BRIAN G. YERGATIAN DATE TOP FOUNDATION S=0.01 FIRST PIPE LENGTH 12 JESSIE'S LANE IN SOUTH YARMOUTH TO BE SET LEVEL (BARNSTABLE COUNTY) EXISTING BUILDING SEWER APRIL 30, 2013 FOR MIN. 2' DATE EL= 12.1 44,75' O S=0.018 (DWELLING) 1 GRADE BOH REQ. 2 16.5' ® S=0.019 (DWELLING) ADDL. PERK INFOMATION 4" 4" SCH. 40 PVC 11.6 - 11.8 7-7-16 REV. SEPTIC FLOW 22' ® S=0.027 (ATTACHED GAR.) 8-10-16 RELOCATE BARN 5 A RELOCATE LEACHING AREA PREPARED FOR: LEACHING FIELD 85 COLTS CROSSING .: MARKHAGS72®YAHOO.COM nj S C "Dup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 H © 2017 BSC Group. Inc. SCALE: 1" = 20' i=B-i FILE: P-\prj\4960500\Civil\—Drawings\49605-03—SP.dwg DWG. NO: 6086-09 SHEET 2 OF 2 1=-1D 1=E 1=G r I=B-2 1=F J :s 1=B-3 200% 100% 14 -OUTLET :r 1=C-1 DISTRIBUTION 5.5' SEPARATION • -: • BOX 3,500 GALLON I SEPTIC TANK r ESTIMATED S.H.G.W. K NQS MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 1.500 GALLON SEPTIC TANK (H-20_ NOT TO SCALE NOTES 24" DIA. HEAVY DUTY C.I. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. COVER, TYP. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 RAISE TO FINISHED GRADE LOADING. USING SEWER BRICK AND CONC. COVER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MORTAR 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 MORTAR. io 10'-0' _ • 10" , co 4 LOCATE i o e tO UNDER COVER INLET TEE OUTLET TEE 6 I – D W/GAS BAFFLE 6" PLAN VIEW 3/4- To 1- 2: CROSS—SECTION VIEW CRUSHED STONE 3,500 GALLON 2—COMPARTMENT SEPTIC NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MALL 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. 6. IF NO PORTION OF THE GROUND SURFACE ABOVE TANK WILL BE SUBJECT TO VEHICLE LOADS, AN H-10 SEPTIC TANK MAY BE USED. 17'-0' I 24" DIA. COVERS 420 BAFFLE I 0 0 I 1ST 2ND i. COMPARTMENT COMPARTMENT (2.506 GALLONS) (1.420 GALLONS) I 10'-00 5'-8" L JL J PLAN VIEW ■l I 00 MIN. 24' DIA. COVER. TYP. RAISE (2) TO WITHIN 6" OF FINISHED nn.nr awnlun o[vrco 001~ AAlrf 6" MIN. 3/4' TO 1-1/2" CRUSHED STONE to SYSTEM PROFILE (BARN) - NOT TO SCALE EL=A TOP FOUNDATION Iar- EXISTING BUILDING L=12.1 t SEWER 10' ® S=0.016 4" SCH. 40 PVC L=53.51 FT. S=0.03 � S 1=B-4 1=D-4 1=E 1=C-4 I–F 14–OUTLET .r DISTRIBUTION BOX 1,500 GALLON SEPTIC TANK a i� l DISTRIBUTION BOX DETAIL (H-96) NOT TO SCALE (14) 5 C' -A. MOCKOUTS 21COVER a 80 TYP. 4- ULJU 1 to -� Q, 12' dCOVER 8' DIA. INLET .0000 N 800 T BOTTOM ON LEVEL 6� STABLE BASE 3f4' TO 1-1/2' CRUSHED STONE SECTION A–A PUN V—T W - NOTES: 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION 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 SET WITHIN 6 INCHES OF FINISHED GRADE– LEACHING RADELEACHING FIELD DETAILS NOT TO SCALE VENT W/BIRD SCREEN 4' PERFORATED PVC W/SCREW CAP TO EXTEND DOWN 2" MIN. OF 1/8" TO 1/2" TO NATURAL SUBGRADE 3/4' TO 1-1/2' DOUBLE WASHED STONE OR MIN. 2% SLOPE z DOUBLE WASHED STONE GEOTEXTILE OVER LEACHING FIELD CONTAINING NO FINES � 4" MIN. LOAM AND SEED 12" MIN. COVER 1.• � �1 . .il w�•• .•t' :rte ♦ 1 .r 4t -••yrs 'I,' {• I I •�•..t�••: .y. �� • :. CONNECT ENDS , . • - • - a _, �� k . 4 PERFORATED - SCH. 40 PVC PIPE OF LATERALS (TYP.)J AND VENT 24- 6' 6' 59 LEVEL BOTTOM 28' S' OVERDIG TO BOTTOM OF LEACHING FIELD PROFILE CROSS—SECTION LOCUS MAP NOT TO SCALE N Of MASs9cti BRIAN G. G� o YERGATIAN H CIVIL No. 46206 a Q• 90 9FGISTEP6 /ONALE�G\ BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 NO. DATE DESC. 1 5-31-13 BOH REQ. 2 1-25-16 ADDL. PERK INFOMATION 3 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN 5 8-9-17 RELOCATE LEACHING AREA PREPARED FOR: MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARKHAGS72®YAHOO.COM nj S C "Dup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group. Inc. SCALE: 1" = 20' 0 10 20 40 Fw FILE: P-\prj\4960500\Civil\—Drawings\49605-03—SP.dwg DWG. NO: 6086-09 SHEET 2 OF 2 JOB. NO: 4-9605.03