The URL can be used to link to this page

Home My WebLink About91 Wharf Lane - Sewage Treatment PlanDate of festa JLJLr 20, 2005 Inspb y. D. EVAL. ) A. VOA'HONF (HEALTH DEPT,) TEST HOLT DATA 1'0.7 39.2 FIL L A SANDY LOAM 35.9 B35 2 SANDY' LOAM 34 2 MO TTUNG SILT ®33.2 C1 LOAM 29.2 MEDIUM C2 SAND 28.0 W'EEPIN SILT a C3 LOA,M Is/ROCKETS OF SAND 212 Date of testa OCTOBER 5, 2005 Insp. by - D. EI ;9L. J A. VONHONF (HEALTH DF, PT. ) TEST HOLE DATA _10.9 _11,0.5 45 A S' 4.5 SANDS 5 LOA A SANDr LOAM �44 43. B C1 02 C.9 ;ANDY LOAM SANDY' LOAM WISILT LOAM POCKETS SANDY LOAM SANDY LOAM 43.4 B SANDY LOAM M07LIN L�39. s' 42 5 SANDI LOAM 6 Cl W/SILT LOAM Pocr._LT�139. 9 ` 34.8' C2 SILT LOAM MOrrDN6 X39 2 ?_ :�P 36.2' o r.0 o. 2 38 5' WInJ,,KETS NATER SANDY A C3 LOAM W 30.5' WET FINE- 32.2' SAND) 180' C4 LOAM Cr C1 W/SILT LOAM a 28.0 POCKET$ 31.9 Date of test." AUGUST 10, 2005 Insp. by D. QU1ArA' (RX•W-SOIL EVAL.) A. VOIVHONF (HEALTH DEPT) TEST BOR.I_ATG DATA Date of test: SEP7Edf5FR 9, 2005 Insp. by. - D. ?UTA1 A,. EVAL. ) A. VOA'WA7F (HFALTH DEPT) TEST HOLE DATA 1i'O.. 410 Aro. 3 40.5' A $ANDY LOAM A SANDY LOAM 40 0' 39.2 ' B SANDY LOAM 39.0' SAND? LOAM B SANDY LOAM C1 , W/ SILT LOAM �. 3':B MOTTLING ,350' POC ETS 335 MsmIN�' LOAMY 834.5 1 C2 FINE SANDY LOAM p LOAM 2 3/0, C W/SILT LOAM O LLI C3 SANDY WEEPING ~ POChETS V TOP Of LOAM `t WEEPIN9 (,28.0'Foundation SZ .5 27.0 ' - - Q Fley. = 48 O ' d• 49.0 (49.0 ' Cs'Sepat is C4 'ILT u- exit point) 77L7 LOAM 230' 1 245 Date 01f testa IV VEaIMER 9, 2005 Insp b y D QUJA-,V (Re2•W-SOIL EVAL ) A. V0_1VH0A7Z (HEALTH DEPT ) TEST BORT_ l'G DATA TEST HOLT' DATA _1 o q 1'0.6' 4J. J 40.4 42 B NOT NOT A LOAMY SAND SAMPLED I SAMPLED ---� 415 r No. / 39 r.0 o. 2 38 5' WInJ,,KETS NATER NOT WATER W NOT 27.5 SAMPLED WET FINE- SAMPLED 180' SAND C1 =ANDY LOAM AND SILTY CZ LOAM 16.0 , 14.0 , rl 16.5' 150 WET FINE SAND AND SANDY OAM SANDY LOAM ROCK WET SAND) C3 LPAM AND FINE ti COULD NOT FINE C4 SANDY LOAM„ % //.0* TEST ANY DEEPER MEDIUM SAND C2 FINE C1 ANO SILTY t C5 SANDY LOAM >O.5" CLAr LOAM W'ET SANDY MEDIU.A-t .� C6 SAND /00 ' C3 AND RNE MEDIUM SAND y SAND', LOAM C7 AND SAND) 40.5 C3 LOAM B. o ' Date of test: SEP7Edf5FR 9, 2005 Insp. by. - D. ?UTA1 A,. EVAL. ) A. VOA'WA7F (HFALTH DEPT) TEST HOLE DATA 1i'O.. 410 Aro. 3 40.5' A $ANDY LOAM A SANDY LOAM 40 0' 39.2 ' B SANDY LOAM 39.0' SAND? LOAM B SANDY LOAM C1 , W/ SILT LOAM �. 3':B MOTTLING ,350' POC ETS 335 MsmIN�' LOAMY 834.5 1 C2 FINE SANDY LOAM p LOAM 2 3/0, C W/SILT LOAM O LLI C3 SANDY WEEPING ~ POChETS V TOP Of LOAM `t WEEPIN9 (,28.0'Foundation SZ .5 27.0 ' - - Q Fley. = 48 O ' d• 49.0 (49.0 ' Cs'Sepat is C4 'ILT u- exit point) 77L7 LOAM 230' 1 245 Date 01f testa IV VEaIMER 9, 2005 Insp b y D QUJA-,V (Re2•W-SOIL EVAL ) A. V0_1VH0A7Z (HEALTH DEPT ) TEST BORT_ l'G DATA TEST HOLT' DATA _1 o q 1'0.6' 4J. J 40.4 42 B NOT NOT A LOAMY SAND SAMPLED I SAMPLED ---� 415 14.2' ;,� 40.4 SAND GROUND (GROUND O WInJ,,KETS NATER WATER W 27.5 27-9, WET FINE- Cl SAND AND SILTY Q LOAM CLAY LOAM rl 318' 20.2 ti w£r FINE FINE C3 NOT SAND C2 SAMPLED C1 ANO SILTY t CLAr LOAM W'ET SANDY .� LOAM 27.8 C3 AND RNE y SAND', LOAM Ff.E TO 40.5 C3 MEDIUM C4 MEDIUM SAND SAND 11 14.2' ;,� 40.4 CE,4TFRAL NOTES. - 1. System is deliyned in accordance with "Commonweallh of Mass, Dept of Environmental Pmtection, 310 C,ifR 1.5.00; the State Environmental Code, Title 5 Standard Requirements for the Sitiog Construction, Inspection, Upgrade and Expansion o� On Sewage Treatment and Disposal Systems" and the Town of YARMOUTH Regulations. 2 No wells or water supplies are known toy�,7' st within feet of the proposed leaching system. All wells krwwF4?4vxist within fl. of the system are shown. 3 Prior to backfilling completed system, notify the Fngineer and the Board of Health for inspection. Provide 94 hours (min.) notice. V. Contractor shall be responsible for verifying location of all underground utilities prior to excavation. S Any changes to this plan must be approved by the Board of HFalth. 6. Area is served by town water. TYPICAL SYSTErl1 PROFILE eVof to scale Maintain a maximum of 36 -cover over Tank d- DBox to be installed on a all system components All components level stable base (min.6" stone base) shall conform to specifications contained in 3f0 CMR 15-00. 20" Dia cover 'O" Dia toz{athi 6 in. covers 10 , _ Of /inis� gm de Z 70' Mtn � Inv.El. j 45.87 ' ��/ 4" cast iron or sched.40 PVC pipe In v. F1. 4s. s7' DE'SICA,' DATA �j�17 L � ✓" Dia. f'a "IOU,line ched 40 Po' 1500 1 Inx< FI. Callon CaV 'ly 45.50 - Septic Tank Inv. Fl. (Water tzghl rezrzfcone) 45 40 ' A9 garbage grinder allowed with this design All fees shall be cast imn or sched. fo P.Y.0 pipe or cast -in-place concrete. Pmride gas baffle on outlet tee. atote: h d f Outlet �zj,e: Q forb2' etp/ In V. G 45 23 4519' Inv.Fl. 45.0' S=a POS i---37' Effect i zr length Maintain a maximum of 36"cover over all system components. A11 components shall conform to specifications contained in 310 CMR 1500. ABSORPTION FIELD DETAIL A'ztmber of bedroom' 3 Estimated daily effluent: 330 CPD Total leaching area as proposed. Bottom. L x hr = 481 S.F. Leaching Capacity as proposed: (Effluent loading rate = 0.74 GPD/SF) Bottom. Ml SF x 0.74 = 355.9 CPC TOTAL = 355 9 C/Day Not to scale 3/4~-1 1/2" Double washed stone (typ.) double Mashed (3) 4'. Dia. sch 40 f-.Vaz. Final Grade stone /TvrJ ) perforated P 6'C 1 Flev.= 48.69' 04 ' 0.0 9" Min cozwr (Fxclud top soil) Min. 0.5' depth ' Bottom E1.= 44.5" 25' 4' 4' 2.5' 5' min. 13' MOTTLING IN TEST effective width DOLE f; ELEV.= 39.5' PROPOSED O.I� - SITE' S,671 -7 TRFAT1ilB1�rT A11'D DISPOSAL SYS Tf lff Prepa red fora TyILLIAIl1 AND ILIARGARET ARCHIL' Location. 91 XHARF LANA; YARMOUTH, A,4SS. Ryder eC• Wilcox, Inc., PL's£ PL.S. 3 Czddiah Hill Rd P 0. Box 439 'So. Orleans, AM. , 0.2662 Drawn • by SO f Tel. (508) 255-831,2 Date - January 10, 2006 Fax. (508) 240-2306 A.gym I �n �Jra SAND C1 WInJ,,KETS OF SANDY LOAM 34.8 SANDI` 02 LOAM rl 318' ti FINE C3 LOAMY SAND �u o_ 27.8 CE,4TFRAL NOTES. - 1. System is deliyned in accordance with "Commonweallh of Mass, Dept of Environmental Pmtection, 310 C,ifR 1.5.00; the State Environmental Code, Title 5 Standard Requirements for the Sitiog Construction, Inspection, Upgrade and Expansion o� On Sewage Treatment and Disposal Systems" and the Town of YARMOUTH Regulations. 2 No wells or water supplies are known toy�,7' st within feet of the proposed leaching system. All wells krwwF4?4vxist within fl. of the system are shown. 3 Prior to backfilling completed system, notify the Fngineer and the Board of Health for inspection. Provide 94 hours (min.) notice. V. Contractor shall be responsible for verifying location of all underground utilities prior to excavation. S Any changes to this plan must be approved by the Board of HFalth. 6. Area is served by town water. TYPICAL SYSTErl1 PROFILE eVof to scale Maintain a maximum of 36 -cover over Tank d- DBox to be installed on a all system components All components level stable base (min.6" stone base) shall conform to specifications contained in 3f0 CMR 15-00. 20" Dia cover 'O" Dia toz{athi 6 in. covers 10 , _ Of /inis� gm de Z 70' Mtn � Inv.El. j 45.87 ' ��/ 4" cast iron or sched.40 PVC pipe In v. F1. 4s. s7' DE'SICA,' DATA �j�17 L � ✓" Dia. f'a "IOU,line ched 40 Po' 1500 1 Inx< FI. Callon CaV 'ly 45.50 - Septic Tank Inv. Fl. (Water tzghl rezrzfcone) 45 40 ' A9 garbage grinder allowed with this design All fees shall be cast imn or sched. fo P.Y.0 pipe or cast -in-place concrete. Pmride gas baffle on outlet tee. atote: h d f Outlet �zj,e: Q forb2' etp/ In V. G 45 23 4519' Inv.Fl. 45.0' S=a POS i---37' Effect i zr length Maintain a maximum of 36"cover over all system components. A11 components shall conform to specifications contained in 310 CMR 1500. ABSORPTION FIELD DETAIL A'ztmber of bedroom' 3 Estimated daily effluent: 330 CPD Total leaching area as proposed. Bottom. L x hr = 481 S.F. Leaching Capacity as proposed: (Effluent loading rate = 0.74 GPD/SF) Bottom. Ml SF x 0.74 = 355.9 CPC TOTAL = 355 9 C/Day Not to scale 3/4~-1 1/2" Double washed stone (typ.) double Mashed (3) 4'. Dia. sch 40 f-.Vaz. Final Grade stone /TvrJ ) perforated P 6'C 1 Flev.= 48.69' 04 ' 0.0 9" Min cozwr (Fxclud top soil) Min. 0.5' depth ' Bottom E1.= 44.5" 25' 4' 4' 2.5' 5' min. 13' MOTTLING IN TEST effective width DOLE f; ELEV.= 39.5' PROPOSED O.I� - SITE' S,671 -7 TRFAT1ilB1�rT A11'D DISPOSAL SYS Tf lff Prepa red fora TyILLIAIl1 AND ILIARGARET ARCHIL' Location. 91 XHARF LANA; YARMOUTH, A,4SS. Ryder eC• Wilcox, Inc., PL's£ PL.S. 3 Czddiah Hill Rd P 0. Box 439 'So. Orleans, AM. , 0.2662 Drawn • by SO f Tel. (508) 255-831,2 Date - January 10, 2006 Fax. (508) 240-2306 A.gym I �n �Jra