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Home My WebLink About83-1810 - Title 5 Plan4.24 HSE. 14.5 BARN 13.92' 1,100 GAL COMPARTMENT -*-FLE 12.99' ��c 12'(2.5X SLOPE) v v~ �6' CRUSHED STONE OR MECHANICAL 38' AT 1.57. BARN COMPACTION. (15.221 [23) DEPTH OF FLOW = 4, PROPOSED 1500 TEE SIZES: DUAL COMPARTMENT INLET DEPTH = 10" GALLON SEPTIC1 TANK (H- 20 ) OUTLET DEPTH = 14" (- X SLOP FOUNDATION- 12' - SEPTIC TANK 68' NOTES: 1. NO BEDROOMS IN BARN, REST ROOM FOR CONVENIENCE ONLY. 2. SEWER PIPE TO BE ENCASED WHEN WITHIN 10' OF WATER SERVICE. 3. NO SEPTIC SYSTEMS ARE EXISTING OR PROPOSED TO BE WITHIN 150' OF THE PROPOSED WELL. LEGEND 10.3X PROPOSED SPOT ELEVATION +14.30 EXISTING SPOT ELEVATION PROPOSED CONTOUR -T 4- - EXISTING CONTOUR W--G-E-WATER, GAS, ELEC LINES TEST HOLE LOGS ENGINEER: DANIEL A. OJALA, PE, PLS. WITNESS AMY VON HONE, RS, CHO DATE: 2-22-06 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. ELEV. 2 O" 12.2' 0" 14.3, FILL FILL LS/ORGANIC LS/ORGANIC 24" 10.2' B LS tOYR 6/8 „ 40" 8.8 84 7.3' C C MCS MS PERC 2.5Y 7/4 2.5YR 7/4 ADJ. G.W. 5.6' 96" - - 4.2' ADJ. G.W.. 5.6' 118" 4.2' 120" 1 2.2' 132" 1 3.3' OBS. WELL DATA - WELL: MIW-29 ZONE: A DATE: MARCH 2006 READING: 7.8' ADJUSTMENT: 1.4' DCE #04-100 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2' / OR GEOTE)MLE FABRIC D' BOX --- 3/4" TO 1 1/2" DOUBLE WASHED STONE (-!-X SLOPE) 14' LEACHING FACILITY S 69-061!3 Area=46,276± Sq. Ft. Or 4, �< 1.06± Acres w (41,733± Sq. Ft. Upland) air, w (4,543± Sq. Ft. Wetland) 0)) +766: SHAPE = 19.31 a WETLAND DELINEATED BY 4r' HAMLYN CONSULTING (SEE DETERMINATION OF APPLICABILITY 4-24-06) Scale: 1"= 30' 0 15 30 45 60 75 FEET J 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 13.6' 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 10.70' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 5.1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT OBTAINEDNSPECTION FROM BOARD YOFOARD OF HEALTTH HEALTH AND PERMISSION LOCUS MAP ADJ. G.W. EL. 5.6' SCALE 1"=2000'± 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 28 PARCEL 58.1.3 ),b Lti �`'"/ / OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO FLOOD ZONES B & C X +.3.5 COMMENCEMENT OF WORK. (A9 EL. 10 MAPPED TO THE WEST) ' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FEMA -FIRM 2500015-0005D 7/2/92 ' PPYTAB REMOVED 5' BENEATH AND AROUND THE PROPOSED DEED BOOK 21279 PAGE 266 �° ;h'ALLR / LEACHING FACILITY. PLAN BOOK 608 PAGE 34 .12. PERVIOUS DRIVEWAY PROPOSED. 13. ALL ROOF RUNOFF TO BE DIRECTED TO DRYWELLS OR T QRIP IN TRRjENCH DR INKS 3.72 0 1FF+�y�"11 7 IsolKet/tnd IrV� �'� \\ SYSTEM DESIGN: 0- - ND (3, 836 S. f.) "7 \ +6.73 al;, # 73111 s>> \S GARBAGE DISPOSER IS NOT ALLOWED N9 , 6. 7 °5 Ir, ` Nt�Fu WF DESIGN FLOW. 4 BEDROOMS ® 110 GPD = 440 GPD Fy , \ WF air*712 #13 7.26 USE A 440 GPD DESIGN FLOW +727 \I F °I r' #14�' SEPTIC TANK: 440 GPD (2) = 880 c� O N �6Li \\ \� \ 11USE A 1,500 GAL SEPTIC TANK c \ FIPE� & /Z �'7 LEACHING: -(2°.°' 21, \\ \\ \�'96' SIDES: 2 (10 + 40) 2 (.74) = 148 GPD IVEWAY ��,�+zos° /oo / \\ �� \: BOTTOM _ 10 x 40 (.74) = 296 GPD O O O PERVIOUS) - / 36 tea/ / + \z` TOTAL 600 S.F. 440 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) \ \ :;,.203 �I,\�i, + ? WITH 3' STONE AT ENDS AND 2.6' AT SIDES AKLA fUM I X19.92 Lot 3 _� Lq'f 3 r :MOVAZ OF88UNSUITA13LE 2 R0V REQUIRF'S AROUND +10 !t 0 OSIPITAL ITER OF LEACHING LAYER�REPLACE ale I /� +1011\ \ +r CLEAN MED. SAND. 1 �\ +1.7 ETLAND \ , MA APPROVED DATE BOARD OF HEALTH TITLE V PLAIN IN WEST YARMOUTH. MA PREPARED FOR CHARLES & MARGARET DATE DANIEL A. OJALA, P.E., ODAMS DATE: 9/6/07 SHEET off 508-362-4541 2 OF 2 fax 508 362-9880 down cape en gin e erin g, Inc. Cl WL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 96-121 Odams Lot 2 Site PIan.DWG (DAO) SYSTEM PROFILE ALL Z)TZI m %l114 ZlrIMLL Dr - WITH MAGNETIC TAPEEOR COMPARABLE ARKED GENERAL NOTES TOP FNDN. AT EL. 19.5' ACCESS COVERS O FIN. GRADE OF PAVEMENT H-20 RISERS & 24" H-20 COVERS (TYP.) (NOT TO WAWACCESS ACCESS COVER (WATERTIGHT) TO MEANS FOR FUTURE LOCATION. COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD 17'0' 16.4' MINIMUM .75' OF COVER OVER PRECAST /r S IN 6- OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM I ,� 2. MUNICIPAL WATER IS AVAILABLE (alt. WELL SHOWN) 4.24 HSE. 14.5 BARN 13.92' 1,100 GAL COMPARTMENT -*-FLE 12.99' ��c 12'(2.5X SLOPE) v v~ �6' CRUSHED STONE OR MECHANICAL 38' AT 1.57. BARN COMPACTION. (15.221 [23) DEPTH OF FLOW = 4, PROPOSED 1500 TEE SIZES: DUAL COMPARTMENT INLET DEPTH = 10" GALLON SEPTIC1 TANK (H- 20 ) OUTLET DEPTH = 14" (- X SLOP FOUNDATION- 12' - SEPTIC TANK 68' NOTES: 1. NO BEDROOMS IN BARN, REST ROOM FOR CONVENIENCE ONLY. 2. SEWER PIPE TO BE ENCASED WHEN WITHIN 10' OF WATER SERVICE. 3. NO SEPTIC SYSTEMS ARE EXISTING OR PROPOSED TO BE WITHIN 150' OF THE PROPOSED WELL. LEGEND 10.3X PROPOSED SPOT ELEVATION +14.30 EXISTING SPOT ELEVATION PROPOSED CONTOUR -T 4- - EXISTING CONTOUR W--G-E-WATER, GAS, ELEC LINES TEST HOLE LOGS ENGINEER: DANIEL A. OJALA, PE, PLS. WITNESS AMY VON HONE, RS, CHO DATE: 2-22-06 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. ELEV. 2 O" 12.2' 0" 14.3, FILL FILL LS/ORGANIC LS/ORGANIC 24" 10.2' B LS tOYR 6/8 „ 40" 8.8 84 7.3' C C MCS MS PERC 2.5Y 7/4 2.5YR 7/4 ADJ. G.W. 5.6' 96" - - 4.2' ADJ. G.W.. 5.6' 118" 4.2' 120" 1 2.2' 132" 1 3.3' OBS. WELL DATA - WELL: MIW-29 ZONE: A DATE: MARCH 2006 READING: 7.8' ADJUSTMENT: 1.4' DCE #04-100 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2' / OR GEOTE)MLE FABRIC D' BOX --- 3/4" TO 1 1/2" DOUBLE WASHED STONE (-!-X SLOPE) 14' LEACHING FACILITY S 69-061!3 Area=46,276± Sq. Ft. Or 4, �< 1.06± Acres w (41,733± Sq. Ft. Upland) air, w (4,543± Sq. Ft. Wetland) 0)) +766: SHAPE = 19.31 a WETLAND DELINEATED BY 4r' HAMLYN CONSULTING (SEE DETERMINATION OF APPLICABILITY 4-24-06) Scale: 1"= 30' 0 15 30 45 60 75 FEET J 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 13.6' 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 10.70' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 5.1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT OBTAINEDNSPECTION FROM BOARD YOFOARD OF HEALTTH HEALTH AND PERMISSION LOCUS MAP ADJ. G.W. EL. 5.6' SCALE 1"=2000'± 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 28 PARCEL 58.1.3 ),b Lti �`'"/ / OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO FLOOD ZONES B & C X +.3.5 COMMENCEMENT OF WORK. (A9 EL. 10 MAPPED TO THE WEST) ' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FEMA -FIRM 2500015-0005D 7/2/92 ' PPYTAB REMOVED 5' BENEATH AND AROUND THE PROPOSED DEED BOOK 21279 PAGE 266 �° ;h'ALLR / LEACHING FACILITY. PLAN BOOK 608 PAGE 34 .12. PERVIOUS DRIVEWAY PROPOSED. 13. ALL ROOF RUNOFF TO BE DIRECTED TO DRYWELLS OR T QRIP IN TRRjENCH DR INKS 3.72 0 1FF+�y�"11 7 IsolKet/tnd IrV� �'� \\ SYSTEM DESIGN: 0- - ND (3, 836 S. f.) "7 \ +6.73 al;, # 73111 s>> \S GARBAGE DISPOSER IS NOT ALLOWED N9 , 6. 7 °5 Ir, ` Nt�Fu WF DESIGN FLOW. 4 BEDROOMS ® 110 GPD = 440 GPD Fy , \ WF air*712 #13 7.26 USE A 440 GPD DESIGN FLOW +727 \I F °I r' #14�' SEPTIC TANK: 440 GPD (2) = 880 c� O N �6Li \\ \� \ 11USE A 1,500 GAL SEPTIC TANK c \ FIPE� & /Z �'7 LEACHING: -(2°.°' 21, \\ \\ \�'96' SIDES: 2 (10 + 40) 2 (.74) = 148 GPD IVEWAY ��,�+zos° /oo / \\ �� \: BOTTOM _ 10 x 40 (.74) = 296 GPD O O O PERVIOUS) - / 36 tea/ / + \z` TOTAL 600 S.F. 440 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) \ \ :;,.203 �I,\�i, + ? WITH 3' STONE AT ENDS AND 2.6' AT SIDES AKLA fUM I X19.92 Lot 3 _� Lq'f 3 r :MOVAZ OF88UNSUITA13LE 2 R0V REQUIRF'S AROUND +10 !t 0 OSIPITAL ITER OF LEACHING LAYER�REPLACE ale I /� +1011\ \ +r CLEAN MED. SAND. 1 �\ +1.7 ETLAND \ , MA APPROVED DATE BOARD OF HEALTH TITLE V PLAIN IN WEST YARMOUTH. MA PREPARED FOR CHARLES & MARGARET DATE DANIEL A. OJALA, P.E., ODAMS DATE: 9/6/07 SHEET off 508-362-4541 2 OF 2 fax 508 362-9880 down cape en gin e erin g, Inc. Cl WL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 96-121 Odams Lot 2 Site PIan.DWG (DAO)