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HomeMy WebLinkAbout22.245 - Proposed Sewage Disposal System- - s . . '"" � e.�¢ux.- _ .44w.wt�+n ,,eaa�.n.!n.,».«M ,*+lF,�^"a'ta9w.N-+ie_be_v_»rvs.x. rer�,:o�M+ +rwwY,,w._?_u:.�IH..s._4Ya{ire.�.i. rv^ .uaiy#rr- n "j"r9rv. i..r�",[ ia�y6' Cw.➢'kl 'Y?va,�'.•,,.�.. w:' T,hKr..�. Nr.,��Yd .:..a.:,,. �i.w.... M4tr-...:,'!..�. , `a,a 0.,s..1r,1777S. ... _.__..-'. _. _ .. -.,. .. +, .,: ... , (�`.. ..- ✓� v., ,3k. T',r. _..�:o,10 .i+r, ..;iw'�, K.t __.....ra'3+ �._. 54'•'@: _-t1•.c .'a}`�`'ktm, x,i .r�,. Yryz 10" - 1" CHAMFER BOTH SIDES (TYPICAL) 8 PLACE VERTICAL CRACK CONTROL JOINTS TOP OF WALL PROVIDE 24 " DfAM. IN EXPOSED FACE (TOP OF WALL TO EL. 10.25 TO 12.10 I I PROPOSED 1500 GALLON FOOTING) EVERY 8'-0", JOINTS TO BE # 4 ® 12" CONT. RISER TO WITHIN 12" PRECAST SEPTIC TANK FORMED. (TYPICAL ALL WALLS) OF FINISHED GRADE -WATERPROOF MEMBRANE (TYPICAL) I AS REQUIRED PRECAST DISTRIBUTION BOX FOUNDATION WALL 3/8 # 4 ® 12" CONT. BITUMINOUS DAMPPROOFING �- � # 4 @ 1 , F 1 TIGHT JOINT 4" 1„ PVC (SCHED. 40) # 4 ® 12" I I 50,, i 3 PIPING :,., F A 11 1 2" 50" TO 72" 31, F14, 12" MIN. / 6" 4' PVC PERF. PIPE # 4 0, 24" # 4 @ 24" ,+ 9+ ' (S=4.005)_. 4' PVC CAP FACE OF WALL I15" " 2++ BOTTOM 4 CONT. # 4 CONT. I 6„� 10" 14" t TIGHT JOINT 4" 2' TRENCH 18„ L J PVC (SCHED. 40) 6„ SUMP f EL 8.48 1IF �g SLAB 4. PIPING I CONCRETE RETAINING 12 J L, 8" I 12 �..J BOTTOM F F ] 9NITARY TEE '\-SANITARY TEE A 0 DOTING BOTTOM OF FOOTING- EL. 4.05 I^ „ -� EL 5 05 3-4 3'-2„ r :! D -BOX LEACHING TRENCH SECTION „B„ SECTION „C,> w. / TYPICAL WALL SECTIONS i/8" - 1/2t' / NOT TO SCALE 101SEPTIC TANK SEE PLAN SEE PLAN ASKED STONE ,� 4M N (5 -TRENCHES) 4" P.V.0 / c { c rn 00 o^� TRENCH #5 26' t�., ''' 12" PERFORATED PIPE TRENCH #4 24.5' TRENCH �3 23' 24" 3/4" - 1 1/2" TRENCH #2 21.5' WASHED STONE J, SEPTIC SYSTEM PROFILE NOT TO SCALE TOTAL"' ;5' �Po #st/2 SECTION A - A NOT TO SCALE 7/f James Twomey & Ann Watson 5.74_ . q5.7 ENCHMARK: Rei up 2.5' Pole 81/2A NOTES ev. = 8.73 N.G.V. r (J,' / 5.8 \`v.5.7 \ �9P0 �`\ DESIGN & CALCULATIONS / 1. ALL ELEVATIONS REFER TO SYSTEM BENCHMARK, SEE PLAN FOR LOCATION. TYPE OF BUILDING RESIDENCE TRENCH LENGTH REQUIRED = 330 GPD/2.96 GPD/LF = 111 FT 2. CONSTRUCTION DETAILS: N?. 01' BEDROOMS - 3TRENCH LENGTH PROVIDED = 115 FT' A. REMOVE ALL TOP AND SUBSOIL FROM THE AREA WITHIN THE 5GARBAGE GRINDER - NOLEACHING RATE PROVIDED = 2.96 x 115 = 340 GPD CONTAINMENT WALLS AND ADJACENT TO THE LEACHING FACILITY DESIG FLOW -3 DRM x•110 GPD/BDRM = 330 'GPD (TITLE V)AS SHOWN ON THE PLAN. PLACE WELL COMPACTED FILL TO ELEV, AT TOP OF LEACH SYSTEM, FILL MUST CONSIST OF CLEAN SEPTIC'I TANK VOLUME - 1500 GAL (PROPOSED)GRANULAR SAND, FREE FROM ORGANIC MATTER ANO OTHER 6.2 x \...,_. _ _ ., �. . PC`�� *, ION RATE FOR DESIGN - 2 MIN./INCH - .. --_. ---. ._... - .., DELETC4,li SIJ L�JTAN` -S. Ti �--rii l _.. CIJ /. I 1'?C !`. f�f R 1•+�^r O s, L� x,6.5 .� U. `O+; POLE 1/2A n/f Willord & Joselin Ferguson DESIGN 'ELEVATIONS TITLE Y , SECTION 15.255. G sr16, �r}�5.5 EFFLUENT LOADING RATES 1 '� \ ` SID17WAI_L 0.74 GP �SF PROPOSED AS -BUILT: B. ALL PIPES AND STRUCTURES MUST BE LAID ON A FIRM BASE. 5.4 �'. ��� \ " " CELLAR SLAB DATION X D. DISTURBED AREAS ARE TO BE LOAMED AND SEEDED 101. ,, BOTTOM -0.74 GPD SF C. OUTLET PIPES 'FROM DISTRIBUTION BOX SHALL BE LEVEL FOR 2 FT. F x 5.7 12 Dx24 W TRENCHES (4 SF/LF) INV. AT FOUNDATION 10.34 5.8 X 5.8 E. FOR FINISHED GRADES, SEE PROPOSED CONTOURS ON. PLAN. x 5 7 K � � � `� �15 9 SIDEWALLS 2 x 1' x 0.74 GPD/SF = 1.48 GPD/LF INV. AT SEPTIC TANK INLET 10.14 s INV. AT SEPTIC TANK OUTLET 9.97 3. ALL CONSTRUCTION SHALL CONFORM TO TITLE y OF THE MASSACHUSETTS /1 � BOTTOM 2' x 0.74 GPD/SF = 1.48 GPD/LF �, _._ 5.9� 6 _ INV. AT DIST. BOX INLET 9.89 STATE ENVIRONMENTAL CODE AND THE TOWN OF YARMOUTH BOARD OF HEALTH. n/f Froncrs-Farren --- ---� / '� - INV, AT DIST. BOX OUTLET 9.72 1 �, ,- �- - TOTAL 2.96 GPD/LF �� TRENCHES 4. THE SYSTEM MUST BE INSPECTED BY THE BOARD OF HEALTH PRIOR TO - 5.4 IQ',$'�� /� � BACKFILLING. AN AS -BUILT PLAN MUST BE SUBMITTED TO THE BOH BY INSTALLER 5.1 `�` ,r�r x $� INV. AT BEGINNING OF TRENCH 9.61 �$ 2 �x. 7 8 / BEFORE THE SYSTEM IS ACCEPTED, COPY TO DESIGNER. L 7- 1 INV. AT END OF TRENCH 9.48 EL. AT BOTTOM OF TRENCH 8.48 5. NO PERMANENT STRUCTURE MAY BE CONSTRUCTED NOR ANY PLANTS BE PLACED ,6 GROUND WATER (ADJUSTED) 3.48 SEE NOTE 13. OVER THE SYSTEM OR RESERVE AREA. x 5.1 ✓ AK •16 x 8.8 / 8 8. I 9.2 6. NO SURFACE OR SUBSURFACE DRAINS ARE ALLOWED WITHIN 25' OF THE PROPOSED JX 6.9 a�` SYSTEM. . 5.4 . 6.3�6 yoEo = 8:40 7. FOR PROPER PERFORMANCE THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST 10 o� ONCE A YEAR AND SHALL BE PUMPED EVERY TWO YEARS. a v � �A � �o SOIL TEST DATA 8. ALL KNOWN WATER SUPPLIES AND WETLANDS WITHIN 200' OF THE PROPOSED y��i, / inP � 9 a ) � .��.Yo��o e 7.5 P SE "1 0 LEACHING FACILITY ARE IDENTIFIED ON THE PLAN. / . 7.5 30"0� 'rc�°9 rL �� ANK % 8.9 „ 9. ALL UN �6 N. DIST, Prop. 8 Reinf. Concrete TEST PIT 1 DATE: 06/21/97 UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED ON FIELD EVIDENCE. F7 r'o. B X 1 �Retoining Wall THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY AND OTHER UTILITIES 7.6 PERFORMED BY: JOHN S. ANDERSON, P.E. „ Top of Wall-` o, g / Top of Woll MAY EXIST WHICH ARE NOT EVIDENT. THE CONTRACTOR SHALL CONTACT DIG -SAFE" % EL. 8.05 MUNSELL WITNESSED BY: RICHARD JUDD _ � El. 12.14 L B �„ � �, El. 10.25 _ __ AT 1-800-322-4844 BEFORE EXCAVATION BEGINS. R.A.S. ASSOCIATES ASSUMES 7 7.5 / x 0 r SANDY LOAM LOOSE MEDIUMS NO RESPONSIBILITY FOR DAMAGES AS A RESULT OF UTILITIES OMITTED OR • 7.6 O s\ ���P �o (LOOSE) PERCOLATION INACCURATELY SHOWN. „ 7.7 %�P ��P� 4" CHARCOAL GRAY TEST RATE 2 MIN./INCH 7. TEST IT sPtP��' ® ya ' 8'7 LIGH' BROWN MED. SAND A 10 Y/R 3/2 (BY 15.105 (7)) 10. 10" DIA. MAPLE TREE SOUTH OF THE ABSORPTION SYSTEM, IF RETAINED, TREE WELL %7.7 (LOOSE) TRACE OF LOAM MUST BE WATERPROOFED TO PREVENT BREAKOUT. 7716, �, �� ! �� Puy, ; © r1 12" 11. REMOVE ABANDONED CESSPOOL AND FILL WITH PERMEABLE MATERIAL Prop. 10" Reinf. Concrete ��, �' ` �O• �� Retaining Wall 7.6 770 1 '� ;' na X f Sr Or i� BROWN MEDIUM SAND 10 Y R 5 6 12• SITE IS LOCATED APPROXIMATELY 550 FEET NORTH OF LEWIS BAY. r L \ �" 8.5 n/f Barbaro Polidon (LOOSE) 19" B / / 13. HIGH GROUNDWATER LEVEL DETERMINED BY COMPUTATION FORM (MASHPEE INDEX ®/ PERC. HOLE 31" I WELL MIW-29 ) ZONE A JUNE, 1997 7.33 FEET BELOW DATUM. n/f Francis Farren Ge\\ 9 S 26" T 1 2 _ Top 0. wall 'oc TAN MEDIU/M FINE SAND 9 -� D. 10.25 k \,0a� , / 8 , 8.5 *o//� (LOOSE) /� C 2.5 Y 6/6 Top of Wall 68" • GROUNDWATER Proposed Sewage Disposal System SITE PLAN In 1"=20' 87 El, 10.25 REVISION: DATE: DESCRIPTION: YormoUth, Mcssochusetts I- _ Prepared For LOT AREA 80 360- 96" S. F. BOTTOM OF HOLE ✓OI7I7 J. C01ored o Builder 0 - $/12/97 Added Ground Water --,e 11' Contour, Misc. Edits Y� Builder .4 s- FIELD: SWC RJH DESIGNED BY: JSACHECKED BY: JSA Record Owner. -o OF / ^ To the best of m knowledge and belief, the subject parcel and ro osed structures shown lie within Ser 'ey o!'t 'ey CALC. BY: SWC DRAWN BY: . SWC R. A.S. Associates Y 9 1 P n P P � SiBPHEN c JdiNS a• a Special Flood Hazard Zone as determined b F.E.M.A, and delineated on F.I.R.M. CommunityMa No. Joseph F. & Mary Ellen Morgan o W w� $ ANDERSON 250015, Panel 0005D doted 07/02/92, ZONE A9 (EI. 10.0). P 7 Winchester Court CAAnNRIGHT III 18 N4Caa�ue H Civil Engineers Land Surveyors - Land Use Consultants Yarmouth, MA 02673 man., a o m 20 0 `10 20 40 80 30 Carolyn Drive .._... .w,...,..,; Plymouth, Massachusetts 02360 Assessors Mop No, 12, Parcel F 35. 4,yos �.� '• � �- Tel: (508) 224-9035 Fax: (508) 224-8534 Title Reference: Barnstable County Registry of Deeds /Z#v 1 inch = 20 ft. Deed Book/Page: 10431/068, Plan Book No. 109, Page 89. reanen w carrwn r, P, L. S• John S Anderson, P.E.' DATE: JOB NO. SHEET N0. Stephen W. Cartwright, L.S. .g 8/4/97 97-060 1 OF 1 i w 0 0 4 3-4 3'-2„ r :! D -BOX LEACHING TRENCH SECTION „B„ SECTION „C,> w. / TYPICAL WALL SECTIONS i/8" - 1/2t' / NOT TO SCALE 101SEPTIC TANK SEE PLAN SEE PLAN ASKED STONE ,� 4M N (5 -TRENCHES) 4" P.V.0 / c { c rn 00 o^� TRENCH #5 26' t�., ''' 12" PERFORATED PIPE TRENCH #4 24.5' TRENCH �3 23' 24" 3/4" - 1 1/2" TRENCH #2 21.5' WASHED STONE J, SEPTIC SYSTEM PROFILE NOT TO SCALE TOTAL"' ;5' �Po #st/2 SECTION A - A NOT TO SCALE 7/f James Twomey & Ann Watson 5.74_ . q5.7 ENCHMARK: Rei up 2.5' Pole 81/2A NOTES ev. = 8.73 N.G.V. r (J,' / 5.8 \`v.5.7 \ �9P0 �`\ DESIGN & CALCULATIONS / 1. ALL ELEVATIONS REFER TO SYSTEM BENCHMARK, SEE PLAN FOR LOCATION. TYPE OF BUILDING RESIDENCE TRENCH LENGTH REQUIRED = 330 GPD/2.96 GPD/LF = 111 FT 2. CONSTRUCTION DETAILS: N?. 01' BEDROOMS - 3TRENCH LENGTH PROVIDED = 115 FT' A. REMOVE ALL TOP AND SUBSOIL FROM THE AREA WITHIN THE 5GARBAGE GRINDER - NOLEACHING RATE PROVIDED = 2.96 x 115 = 340 GPD CONTAINMENT WALLS AND ADJACENT TO THE LEACHING FACILITY DESIG FLOW -3 DRM x•110 GPD/BDRM = 330 'GPD (TITLE V)AS SHOWN ON THE PLAN. PLACE WELL COMPACTED FILL TO ELEV, AT TOP OF LEACH SYSTEM, FILL MUST CONSIST OF CLEAN SEPTIC'I TANK VOLUME - 1500 GAL (PROPOSED)GRANULAR SAND, FREE FROM ORGANIC MATTER ANO OTHER 6.2 x \...,_. _ _ ., �. . PC`�� *, ION RATE FOR DESIGN - 2 MIN./INCH - .. --_. ---. ._... - .., DELETC4,li SIJ L�JTAN` -S. Ti �--rii l _.. CIJ /. I 1'?C !`. f�f R 1•+�^r O s, L� x,6.5 .� U. `O+; POLE 1/2A n/f Willord & Joselin Ferguson DESIGN 'ELEVATIONS TITLE Y , SECTION 15.255. G sr16, �r}�5.5 EFFLUENT LOADING RATES 1 '� \ ` SID17WAI_L 0.74 GP �SF PROPOSED AS -BUILT: B. ALL PIPES AND STRUCTURES MUST BE LAID ON A FIRM BASE. 5.4 �'. ��� \ " " CELLAR SLAB DATION X D. DISTURBED AREAS ARE TO BE LOAMED AND SEEDED 101. ,, BOTTOM -0.74 GPD SF C. OUTLET PIPES 'FROM DISTRIBUTION BOX SHALL BE LEVEL FOR 2 FT. F x 5.7 12 Dx24 W TRENCHES (4 SF/LF) INV. AT FOUNDATION 10.34 5.8 X 5.8 E. FOR FINISHED GRADES, SEE PROPOSED CONTOURS ON. PLAN. x 5 7 K � � � `� �15 9 SIDEWALLS 2 x 1' x 0.74 GPD/SF = 1.48 GPD/LF INV. AT SEPTIC TANK INLET 10.14 s INV. AT SEPTIC TANK OUTLET 9.97 3. ALL CONSTRUCTION SHALL CONFORM TO TITLE y OF THE MASSACHUSETTS /1 � BOTTOM 2' x 0.74 GPD/SF = 1.48 GPD/LF �, _._ 5.9� 6 _ INV. AT DIST. BOX INLET 9.89 STATE ENVIRONMENTAL CODE AND THE TOWN OF YARMOUTH BOARD OF HEALTH. n/f Froncrs-Farren --- ---� / '� - INV, AT DIST. BOX OUTLET 9.72 1 �, ,- �- - TOTAL 2.96 GPD/LF �� TRENCHES 4. THE SYSTEM MUST BE INSPECTED BY THE BOARD OF HEALTH PRIOR TO - 5.4 IQ',$'�� /� � BACKFILLING. AN AS -BUILT PLAN MUST BE SUBMITTED TO THE BOH BY INSTALLER 5.1 `�` ,r�r x $� INV. AT BEGINNING OF TRENCH 9.61 �$ 2 �x. 7 8 / BEFORE THE SYSTEM IS ACCEPTED, COPY TO DESIGNER. L 7- 1 INV. AT END OF TRENCH 9.48 EL. AT BOTTOM OF TRENCH 8.48 5. NO PERMANENT STRUCTURE MAY BE CONSTRUCTED NOR ANY PLANTS BE PLACED ,6 GROUND WATER (ADJUSTED) 3.48 SEE NOTE 13. OVER THE SYSTEM OR RESERVE AREA. x 5.1 ✓ AK •16 x 8.8 / 8 8. I 9.2 6. NO SURFACE OR SUBSURFACE DRAINS ARE ALLOWED WITHIN 25' OF THE PROPOSED JX 6.9 a�` SYSTEM. . 5.4 . 6.3�6 yoEo = 8:40 7. FOR PROPER PERFORMANCE THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST 10 o� ONCE A YEAR AND SHALL BE PUMPED EVERY TWO YEARS. a v � �A � �o SOIL TEST DATA 8. ALL KNOWN WATER SUPPLIES AND WETLANDS WITHIN 200' OF THE PROPOSED y��i, / inP � 9 a ) � .��.Yo��o e 7.5 P SE "1 0 LEACHING FACILITY ARE IDENTIFIED ON THE PLAN. / . 7.5 30"0� 'rc�°9 rL �� ANK % 8.9 „ 9. ALL UN �6 N. DIST, Prop. 8 Reinf. Concrete TEST PIT 1 DATE: 06/21/97 UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED ON FIELD EVIDENCE. F7 r'o. B X 1 �Retoining Wall THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY AND OTHER UTILITIES 7.6 PERFORMED BY: JOHN S. ANDERSON, P.E. „ Top of Wall-` o, g / Top of Woll MAY EXIST WHICH ARE NOT EVIDENT. THE CONTRACTOR SHALL CONTACT DIG -SAFE" % EL. 8.05 MUNSELL WITNESSED BY: RICHARD JUDD _ � El. 12.14 L B �„ � �, El. 10.25 _ __ AT 1-800-322-4844 BEFORE EXCAVATION BEGINS. R.A.S. ASSOCIATES ASSUMES 7 7.5 / x 0 r SANDY LOAM LOOSE MEDIUMS NO RESPONSIBILITY FOR DAMAGES AS A RESULT OF UTILITIES OMITTED OR • 7.6 O s\ ���P �o (LOOSE) PERCOLATION INACCURATELY SHOWN. „ 7.7 %�P ��P� 4" CHARCOAL GRAY TEST RATE 2 MIN./INCH 7. TEST IT sPtP��' ® ya ' 8'7 LIGH' BROWN MED. SAND A 10 Y/R 3/2 (BY 15.105 (7)) 10. 10" DIA. MAPLE TREE SOUTH OF THE ABSORPTION SYSTEM, IF RETAINED, TREE WELL %7.7 (LOOSE) TRACE OF LOAM MUST BE WATERPROOFED TO PREVENT BREAKOUT. 7716, �, �� ! �� Puy, ; © r1 12" 11. REMOVE ABANDONED CESSPOOL AND FILL WITH PERMEABLE MATERIAL Prop. 10" Reinf. Concrete ��, �' ` �O• �� Retaining Wall 7.6 770 1 '� ;' na X f Sr Or i� BROWN MEDIUM SAND 10 Y R 5 6 12• SITE IS LOCATED APPROXIMATELY 550 FEET NORTH OF LEWIS BAY. r L \ �" 8.5 n/f Barbaro Polidon (LOOSE) 19" B / / 13. HIGH GROUNDWATER LEVEL DETERMINED BY COMPUTATION FORM (MASHPEE INDEX ®/ PERC. HOLE 31" I WELL MIW-29 ) ZONE A JUNE, 1997 7.33 FEET BELOW DATUM. n/f Francis Farren Ge\\ 9 S 26" T 1 2 _ Top 0. wall 'oc TAN MEDIU/M FINE SAND 9 -� D. 10.25 k \,0a� , / 8 , 8.5 *o//� (LOOSE) /� C 2.5 Y 6/6 Top of Wall 68" • GROUNDWATER Proposed Sewage Disposal System SITE PLAN In 1"=20' 87 El, 10.25 REVISION: DATE: DESCRIPTION: YormoUth, Mcssochusetts I- _ Prepared For LOT AREA 80 360- 96" S. F. BOTTOM OF HOLE ✓OI7I7 J. C01ored o Builder 0 - $/12/97 Added Ground Water --,e 11' Contour, Misc. Edits Y� Builder .4 s- FIELD: SWC RJH DESIGNED BY: JSACHECKED BY: JSA Record Owner. -o OF / ^ To the best of m knowledge and belief, the subject parcel and ro osed structures shown lie within Ser 'ey o!'t 'ey CALC. BY: SWC DRAWN BY: . SWC R. A.S. Associates Y 9 1 P n P P � SiBPHEN c JdiNS a• a Special Flood Hazard Zone as determined b F.E.M.A, and delineated on F.I.R.M. CommunityMa No. Joseph F. & Mary Ellen Morgan o W w� $ ANDERSON 250015, Panel 0005D doted 07/02/92, ZONE A9 (EI. 10.0). P 7 Winchester Court CAAnNRIGHT III 18 N4Caa�ue H Civil Engineers Land Surveyors - Land Use Consultants Yarmouth, MA 02673 man., a o m 20 0 `10 20 40 80 30 Carolyn Drive .._... .w,...,..,; Plymouth, Massachusetts 02360 Assessors Mop No, 12, Parcel F 35. 4,yos �.� '• � �- Tel: (508) 224-9035 Fax: (508) 224-8534 Title Reference: Barnstable County Registry of Deeds /Z#v 1 inch = 20 ft. Deed Book/Page: 10431/068, Plan Book No. 109, Page 89. reanen w carrwn r, P, L. S• John S Anderson, P.E.' DATE: JOB NO. SHEET N0. Stephen W. Cartwright, L.S. .g 8/4/97 97-060 1 OF 1 i w