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Home My WebLink About18 Round Drive Title V Site Plan4.24 HSE. 14.5 BARN 13.92' 12' Z•5X SLOPE) 38'1 AT 1.5% B! COMPARTMENT LON SEPTIC c (H- _20-) NOTES: 1,000 GAL COMPARTMENT / \__6" CRUSHED STONE OR MECHANI� COMPACTION. (15.221 [21) DEPTH OF FLOW a 4' TEE SIZES: INLET DEPTH a 10" OUTLET DEPTH 14" (_L% % SLOPE) 12' - SEPTIC TANK 68' D' BOX 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 -14- - 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 1 SOILS ELEV. 2 O" 4 12.2' Q" FILL FILL LS/ORGANIC LS/ORGANIC 24" 1 1 10.2' B LS 40" 1OYR 6/8 8.8' 84" 96" C C MCS MS 2.5Y 7/4 2.5YR 7/4 ADJ. G.W.. 5.6' 4.2'-ADJ. G.W.. 1 5.6' 4_2' ELEV. 14_3' 7.3' 118" 20" 1 2.2' 132" 1 OBS. WELL DATA - WELL: MIW-29 ZONE: A DATE: MARCH 2006 READING: 7.8' ADJUSTMENT: 1.4' #04-100 3.3' PIPE LEVEL/ 2" DOUBLE WASHED PEASTONE FIRST 2' OR GEOTE)MLE FABRIC SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE GENERAL NOTES FNDN. AT EL. 19.5' MEANS FOR FUTURE LOCATION. m ACCESS COVERS O FIN. GRADE OF PAVEMENT (HOT TO scAW ACCESS COVER TO WITHIN 3' OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD H-20 RISERS & 24" H-20 COVERS (TYP.) ACCESS COVER (WATERTIGHT) TO 17.0' 16.4' MINIMUM .75' OF COVER OVER PRECAST WITHIN s" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 1F 0' I 2. MUNICIPAL WATER IS AVAILABLE (alt. WELL SHOWN) 4.24 HSE. 14.5 BARN 13.92' 12' Z•5X SLOPE) 38'1 AT 1.5% B! COMPARTMENT LON SEPTIC c (H- _20-) NOTES: 1,000 GAL COMPARTMENT / \__6" CRUSHED STONE OR MECHANI� COMPACTION. (15.221 [21) DEPTH OF FLOW a 4' TEE SIZES: INLET DEPTH a 10" OUTLET DEPTH 14" (_L% % SLOPE) 12' - SEPTIC TANK 68' D' BOX 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 -14- - 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 1 SOILS ELEV. 2 O" 4 12.2' Q" FILL FILL LS/ORGANIC LS/ORGANIC 24" 1 1 10.2' B LS 40" 1OYR 6/8 8.8' 84" 96" C C MCS MS 2.5Y 7/4 2.5YR 7/4 ADJ. G.W.. 5.6' 4.2'-ADJ. G.W.. 1 5.6' 4_2' ELEV. 14_3' 7.3' 118" 20" 1 2.2' 132" 1 OBS. WELL DATA - WELL: MIW-29 ZONE: A DATE: MARCH 2006 READING: 7.8' ADJUSTMENT: 1.4' #04-100 3.3' PIPE LEVEL/ 2" DOUBLE WASHED PEASTONE FIRST 2' OR GEOTE)MLE FABRIC 3/4" TO 1 1/2" DOUBLE WASHED STONE (-!-X SLOPE) 14' LEACHING FACILITY S 6g o6 43 Area=46,276± Sq. Ft. Ir, Or 1.06± Acres w (41,733± Sq. Ft. Upland) air, 1 (4,543± Sq. Ft. Wetland)�,°' +7.66:' SHAPE = 19.31 y a dr, +2-59 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 a10.70' MASS. ENVIRONMENTAL CODE TITLE V. 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 INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP ADJ. G.W. EL. 5.6' OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE 1"=2000'± DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 28 PARCEL 58.1.3 �`�� / OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO FLOOD ZONES B & C / COMMENCEMENT OF WORK. (A9 EL. 10 MAPPED TO THE WEST) /,, '�• /• +13.5 j FEMA -FIRM 2500015-0005D 7/2/92 / 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ,PPtRy7AB REMOVED 5' BENEATH AND AROUND THE PROPOSED DEED BOOK 21279 PAGE 266 z' wA!> R / LEACHING FACILITY. PLAN BOOK 608 PAGE 34 J/,'^'��•�- / .12. PERVIOUS DRIVEWAY PROPOSED. 13. ALL ROOF RUNOFF TO BE DIRECTED TO DRYWELLS OR 3R [DRIP IN TRENCH DR INgS,,, 0' OFF +15* I 7 Isolated il `� �\ SYSTEM DESIGN: (31 8J6 836 s. f.) +6.➢3'1I1, #1 T31F s,�\S GARBAGE DISPOSER IS NOT ALLOWED �6. 7 °5 alt, WF 4`/ ' DESIGN FLOW. 4 BEDROOMS ® 110 GPD = 440 GPD It+�12 USE A 440 GPD DESIGN FLOW +7.27 # I 13 WF 4� 74SEPTIC TANK: 440 GPD (2) = 880 :EVEf 7 # USE A 1,500 GAL. SEPTIC TANK PAC pPEj & #2 ;, +yo6,- �, \ \\ \ \ F+, LEACHING: 0 p DoE� -(2001 Z�°9� \ \\ \ \ 96. SIDES: 2 (10 + 40) 2 (.74) = 148 GPD IVEWAI\.So /oo BOTTOM 10 x 40 (.74) = 296 GPD 0 0 0 PERVIOUS) �5S'gk, •., / h / \ \ \ \\ �. s TOTAL: 600 S.F. 440 GPD 3.6 \�(?�° �� \ 2o�J USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) :;,.;�'3 �� WITH 3' STONE AT ENDS AND 2.6' AT SIDES no , MA BOARD OF HEALTH 1.71+,z6o ,_ -zo SF TITLE V PLAN 114 AL bEt +3 rn �. ' 7 62.02' 1F,.44 / +,3. 9 oFF`�� / �,0R j/ ,9. {•ao IN rt A \ S 1939'23? E , +,, TCgN . r 6.s �'� 19�63s % Lo 1, 3 h�OryR y y % , 6 }1 '92 5' REMOVAZ OF UNSUITABLE „ 22 RO�J�Ip DRIVE WEST YARMOUTH, M A S •0 +13.56 Sall. REQUIR6 AROUND + PE HOSPITAL O h y \ I S'1 PERI TER OF LEACHING +ib4 Fj y ti �` 4 j0, ,,. a \ FACILITY�DOWN TO WITA13LE- "� y •. �� E \ PREPARED FOR SOIL LAYER�REPLACE 18- / +,o�ss +1- t, 1 0.00 W111k CLEAN KD. SAND. I / 'V \ \, CHARLES & MARGARET A' 1(10 ng6.19,.4, \\ I \J \ � 526g9 �. , +11.42 �\ i6.,� ODAMS A \ \ O \ ; ab, 11, N 6 OFF\WETLAND \ DATE: 9/6/07 \ }11.19 \ \ WETLAND DELINEATED BY 1i' 9 •I•;oo HAMLYN CONSULTING 11 15 26'�w \ +e�s= \' \ SHEET (SEE DETERMINATION 2 OF 2 +82 \ � � off 508-362-4541 APPLICABILITY 4-24-06) ' 1i F.� \O s7 �tH OF ugssgC ��SN OF MgSS9C Tax 508 362-9880 alr, #8 4, Ir, SgB" W°r DANCE god DANIEL f A. " _ down cape engineering, in c. OJA CIVIL �' OJALA m P Scale:l"= 30' - t s soz No. 40980 Cl 14L ENGINEERS ISTEN�_ °F S\ p LAND SURVEYORS 0 15 30 45 60 75 FEET �' FS 0 t. ENG N° s 939 Mcin Street - YARMOUTHPORT, MASS. DATE DANIEL A. OJALA, P.E., L.S. -121 Odams Lot 2 Site PI°n.DWG (DAO) DC_,,J .AAAeLy � 96 - m m IIIIIIII m m -- �I m m m m 1� 3/4" TO 1 1/2" DOUBLE WASHED STONE (-!-X SLOPE) 14' LEACHING FACILITY S 6g o6 43 Area=46,276± Sq. Ft. Ir, Or 1.06± Acres w (41,733± Sq. Ft. Upland) air, 1 (4,543± Sq. Ft. Wetland)�,°' +7.66:' SHAPE = 19.31 y a dr, +2-59 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 a10.70' MASS. ENVIRONMENTAL CODE TITLE V. 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 INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP ADJ. G.W. EL. 5.6' OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE 1"=2000'± DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 28 PARCEL 58.1.3 �`�� / OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO FLOOD ZONES B & C / COMMENCEMENT OF WORK. (A9 EL. 10 MAPPED TO THE WEST) /,, '�• /• +13.5 j FEMA -FIRM 2500015-0005D 7/2/92 / 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ,PPtRy7AB REMOVED 5' BENEATH AND AROUND THE PROPOSED DEED BOOK 21279 PAGE 266 z' wA!> R / LEACHING FACILITY. PLAN BOOK 608 PAGE 34 J/,'^'��•�- / .12. PERVIOUS DRIVEWAY PROPOSED. 13. ALL ROOF RUNOFF TO BE DIRECTED TO DRYWELLS OR 3R [DRIP IN TRENCH DR INgS,,, 0' OFF +15* I 7 Isolated il `� �\ SYSTEM DESIGN: (31 8J6 836 s. f.) +6.➢3'1I1, #1 T31F s,�\S GARBAGE DISPOSER IS NOT ALLOWED �6. 7 °5 alt, WF 4`/ ' DESIGN FLOW. 4 BEDROOMS ® 110 GPD = 440 GPD It+�12 USE A 440 GPD DESIGN FLOW +7.27 # I 13 WF 4� 74SEPTIC TANK: 440 GPD (2) = 880 :EVEf 7 # USE A 1,500 GAL. SEPTIC TANK PAC pPEj & #2 ;, +yo6,- �, \ \\ \ \ F+, LEACHING: 0 p DoE� -(2001 Z�°9� \ \\ \ \ 96. SIDES: 2 (10 + 40) 2 (.74) = 148 GPD IVEWAI\.So /oo BOTTOM 10 x 40 (.74) = 296 GPD 0 0 0 PERVIOUS) �5S'gk, •., / h / \ \ \ \\ �. s TOTAL: 600 S.F. 440 GPD 3.6 \�(?�° �� \ 2o�J USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) :;,.;�'3 �� WITH 3' STONE AT ENDS AND 2.6' AT SIDES no , MA BOARD OF HEALTH 1.71+,z6o ,_ -zo SF TITLE V PLAN 114 AL bEt +3 rn �. ' 7 62.02' 1F,.44 / +,3. 9 oFF`�� / �,0R j/ ,9. {•ao IN rt A \ S 1939'23? E , +,, TCgN . r 6.s �'� 19�63s % Lo 1, 3 h�OryR y y % , 6 }1 '92 5' REMOVAZ OF UNSUITABLE „ 22 RO�J�Ip DRIVE WEST YARMOUTH, M A S •0 +13.56 Sall. REQUIR6 AROUND + PE HOSPITAL O h y \ I S'1 PERI TER OF LEACHING +ib4 Fj y ti �` 4 j0, ,,. a \ FACILITY�DOWN TO WITA13LE- "� y •. �� E \ PREPARED FOR SOIL LAYER�REPLACE 18- / +,o�ss +1- t, 1 0.00 W111k CLEAN KD. SAND. I / 'V \ \, CHARLES & MARGARET A' 1(10 ng6.19,.4, \\ I \J \ � 526g9 �. , +11.42 �\ i6.,� ODAMS A \ \ O \ ; ab, 11, N 6 OFF\WETLAND \ DATE: 9/6/07 \ }11.19 \ \ WETLAND DELINEATED BY 1i' 9 •I•;oo HAMLYN CONSULTING 11 15 26'�w \ +e�s= \' \ SHEET (SEE DETERMINATION 2 OF 2 +82 \ � � off 508-362-4541 APPLICABILITY 4-24-06) ' 1i F.� \O s7 �tH OF ugssgC ��SN OF MgSS9C Tax 508 362-9880 alr, #8 4, Ir, SgB" W°r DANCE god DANIEL f A. " _ down cape engineering, in c. OJA CIVIL �' OJALA m P Scale:l"= 30' - t s soz No. 40980 Cl 14L ENGINEERS ISTEN�_ °F S\ p LAND SURVEYORS 0 15 30 45 60 75 FEET �' FS 0 t. ENG N° s 939 Mcin Street - YARMOUTHPORT, MASS. DATE DANIEL A. OJALA, P.E., L.S. -121 Odams Lot 2 Site PI°n.DWG (DAO) DC_,,J .AAAeLy � 96