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Home My WebLink About831 Great Island Road Title V Site Plan 2D C 1 O 0 00-28G 0 E FA SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) DESIGN FLOW: 5- BEDROOMS (110 GPD) = 550 -GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD ( 2 ) = 1100 USE A 2-Qa GALLON SEPTIC TANK LEACHING: SIDES: 2(58 + 10.83) 2 (.74) = 203 BOTTOM: 58 x 10.83 (.74) = 464 TOTAL: 903 S. F. 668 GPD USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 3.5' OF STONE AT ENDS AND 3' AT SIDES OAS 11)-1!:7- D BOARD OF HEALTH / MA O FIRST FLOOR _x2.83'SY_S : E- PROEILE 1 ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) C( SS COVER (WATERTIGHT) TO [ 2 MNIMUM .75' OF COVER OVER PRf-.CAS7 WITI•,1N 6 OF FIN. GRADE 2% SLOPE REOUIRED OVER SYSTEM 20.0' ��(-�Lh� - - "(IN PIPE LEVEL 2" DOUBLE WASHED PEASTONE "`-t PROPOSED �0�0 - S OR FIRST 2' GALLON SEPTIC.. -7'/ 1 F�l9.12' 19.37' ANK 9.1 TEE _ AFFLE LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 O PROPOSED CONTOUR 100 EXISTING CONTOUR - LANDWARD EDGE PRIMARY DUNE F D C 1 O 0 00-28G 0 E FA SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) DESIGN FLOW: 5- BEDROOMS (110 GPD) = 550 -GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD ( 2 ) = 1100 USE A 2-Qa GALLON SEPTIC TANK LEACHING: SIDES: 2(58 + 10.83) 2 (.74) = 203 BOTTOM: 58 x 10.83 (.74) = 464 TOTAL: 903 S. F. 668 GPD USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 3.5' OF STONE AT ENDS AND 3' AT SIDES OAS 11)-1!:7- D BOARD OF HEALTH / MA O FIRST FLOOR _x2.83'SY_S : E- PROEILE 1 ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) C( SS COVER (WATERTIGHT) TO [ 2 MNIMUM .75' OF COVER OVER PRf-.CAS7 WITI•,1N 6 OF FIN. GRADE 2% SLOPE REOUIRED OVER SYSTEM 20.0' ��(-�Lh� - - "(IN PIPE LEVEL 2" DOUBLE WASHED PEASTONE "`-t PROPOSED �0�0 - S OR FIRST 2' GALLON SEPTIC.. -7'/ 1 F�l9.12' 19.37' ANK 9.1 TEE _ AFFLE OPEN SPACE 138.00' ALARM AND CONTROL PANEL - r_ TO BE INSTALLED INSIDE S1 i piftT R BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP PROPOSED H-20 1500 GAL. �l O / EXISTING BARN \ SEPTIC TANK PROPOSED 1-1-20 1000 FLOAT SWITCH / ALARM ON 111 GAL. s( TANK W� PUMP (SEE DETAIL) 6 SETTINGS: PUMP ON 4" WORKING RANGE- LOT ANGELOT 12 ! -- ---8 i10 55270+/- S0.FT. C.O. - ?o X14 t JMF' OFF 1 27-1-/ ACRES SSp 6" CRUSHED STONE OR --- I �. OPEN SPACE COMPACTION OBEACH HOUSE CESSPOOLS O "BEACH CLUB" a AON 2a _J 3' MAX. 16.5' 5' BOTTOM TH 1 = 11.5' 1000 GAL. H-20 S/ 800 GAL.+ RESERVE '4'4 F _ - -:. - 4' �7- ��6" 18.II4 H_20 ENGINEER: RICK - aaaa aaaa ( M2 % SLOPE) CRUSHED STONE OR MECHANICAL 6„ 'S IMP VON 18.5' DATE: a a Q a. Q Q n Cl. a 3• AT PERC. RATE _ < 5 MIN/INCH IN C1 Bw a s ED a a 0=0 Cl 3.5 AT 4 COMPACTION. (,5.22,. [2]} 10YR 4/6 005 2'.. oc ELEV. ===E=1 a a s a s 54" DEPTH OF FLOW = (-1_ -% SLOPE ) ( � --`- SLOPE) - THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 2.5Y 5/4 84" LOAMY MS 84" C2 PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - - TEE SIZES. FS 9• 132" 2.5Y 7/3 INLET DEPTH - 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE 1H-20 14" 12.0' 500 GALLON LEACHING CHAMBERS OUTLET DEPTH = LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR FOUNDATION- 21' SEPTIC TANK 28' - D- BOX 19' LEACHING FACILITY OPEN SPACE 138.00' ALARM AND CONTROL PANEL - r_ TO BE INSTALLED INSIDE S1 i piftT R BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP PROPOSED H-20 1500 GAL. �l O / EXISTING BARN \ SEPTIC TANK PROPOSED 1-1-20 1000 FLOAT SWITCH / ALARM ON 111 GAL. s( TANK W� PUMP (SEE DETAIL) 6 SETTINGS: PUMP ON 4" WORKING RANGE- LOT ANGELOT 12 ! -- ---8 i10 55270+/- S0.FT. C.O. - ?o X14 t JMF' OFF 1 27-1-/ ACRES SSp 6" CRUSHED STONE OR --- I �. OPEN SPACE COMPACTION OBEACH HOUSE CESSPOOLS O "BEACH CLUB" a AON 2a _J 3' MAX. 16.5' 5' BOTTOM TH 1 = 11.5' 1000 GAL. H-20 S/ 800 GAL.+ RESERVE '4'4 F _ - -:. - 4' �7- NO WATER ENCOUNTERED DATUM IS NGVD oy TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 11/21/00 I I PERC. RATE _ < 5 MIN/INCH IN C1 Bw CLASS I SOILS P# 52" 10YR 4/6 Q ELEV. ELEV. Q Q 54" 22.5' 0•, 22.0' NO WATER ENCOUNTERED DATUM IS NGVD oy 0 MUNICIPAL WATER IS NOT AVAILABLE 5" BE 4' BELOW THE HIGH POINT IN 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, A/E PROP. DWELL. 15" LOAMY FS I I 18" 10YR 3/1 PO' D Bw LOCUS 23" LS WEEP HOLE 52" 10YR 4/6 18.2' TENNIS COURTS C1 ENVIRONMENTAL CODE TITLE V. 54" LOAMY COS 17.5' THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 2.5Y 5/4 84" LOAMY MS 84" C2 PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - - FS 9• 132" 2.5Y 7/3 11.5' NO WATER ENCOUNTERED DATUM IS NGVD oy 0 MUNICIPAL WATER IS NOT AVAILABLE 3" BE 4' BELOW THE HIGH POINT IN 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, FILL PROP. DWELL. 15" DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 I I s fb A /E PO' D LOAMY FS LOCUS 23" 10YR 2/2 WEEP HOLE 6. Bw TENNIS COURTS LS ENVIRONMENTAL CODE TITLE V. 54" 10YR 4/6 17.5' THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE C1 LOAMY MS 84" 2.5Y 5/4 PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - - C2 9• COMPONENTS NOT TO BE BA( KF I1-L_ED OR CONCEALF 1 ` TH1�1[, F -MS SYSTEM (OR ECiJAL) 2.5Y 6/4 120" FROM BOARD OF HEALTH. 12.0' NO WATER ENCOUNTERED DATUM IS NGVD oy 2. MUNICIPAL WATER IS NOT AVAILABLE o� BE 4' BELOW THE HIGH POINT IN 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, FP PROP. DWELL. 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 I I s fb DESIGN PO' D ?a LOCUS g ao.o'S PROP. WEEP HOLE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. TENNIS COURTS ENVIRONMENTAL CODE TITLE V. LOCATION MAP NTS ASSESSORS MAP 3 PARCEL 8 ZONING DISTRICT: R 87 YARD SETBACKS: FRONT = 30' SIDE = 50' REAR = 75' PLAN REF. - LCP 4075 J SHT. 8 FLOOD ZONE: Al2 EL. 11 AND C _NOTES: I a O PUMP CHAMBER 11. ELECTRICAL PERMIT REQUIRED N (NOT TO SCALE) N WATERPROOF 2. MUNICIPAL WATER IS NOT AVAILABLE 1 BE 4' BELOW THE HIGH POINT IN 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, ISLAND PROP. DWELL. 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 FIRST FLOOR = y ^T DESIGN LOADING FOR D'BOX & LEACH. CHAMBERS TO BE AASHO L-1---20. D 2" PRESSURE PIPE TO D'BOX 5. PIPE JOINTS TO BE MADE WATERTIGHT. ao.o'S PROP. WEEP HOLE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. CHECK VALVE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. ZOELLEP. 'WASTEMATE' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - - SUBMEPSIRI_E MUFEL MP82 1/2 HP PUMP 9• COMPONENTS NOT TO BE BA( KF I1-L_ED OR CONCEALF 1 ` TH1�1[, SYSTEM (OR ECiJAL) IIVJi Ll.l ti..iw a P�: Lll � -.•ter FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK O PUMP CHAMBER 11. ELECTRICAL PERMIT REQUIRED N (NOT TO SCALE) N WATERPROOF TH PROP. GAR. BENCHMARK: PK NAIL AT EL. 25.5' 1, PROP. VENT NAL PLACEMENT TO E DETERMINED BY CONTRACTOR HOMEOMN ER) � O 26 O / I 2 I HI:;H PT 26.0' i SO S TITLE 5 SITE EXIST. UTIL BE 4' BELOW THE HIGH POINT IN 831 � POLE ISLAND PROP. DWELL. FIRST FLOOR = ELEV. 22 83' D ao.o'S PROP. / � ' THRUST / BLOCK / TH PROP. GAR. BENCHMARK: PK NAIL AT EL. 25.5' 1, PROP. VENT NAL PLACEMENT TO E DETERMINED BY CONTRACTOR HOMEOMN ER) � O 26 O / I 2 I HI:;H PT 26.0' i SO S TITLE 5 SITE PLAN BE 4' BELOW THE HIGH POINT IN 831 GREAT ISLAND ROAD 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM SAND. FOR BOATHOUSE BATHROOM, PROVIDE 1500 GALLON WATERPROOF SEPTIC TANK AND 1000 GALLON WATERPROOF PUMP CHAMBER. PIPE TO PROPOSED SAS AS SHOWN YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION TO DA Tr BE 4' BELOW THE HIGH POINT IN THE ROAD (6' VARIANCE REQUESTED) \ EXIST. WELL (FOP. BEACH HOUSE AND BOAT HOUSE) I TENNIS COURT IN THE TOWN OF: (GREAT ISLAND) WEST YARMOUTH PREPARED FOR: JONATHAN AND WHITNEY CLAY 30 0 30 60 90 SCALE: 1 = 30' DATE: APRIL 9, 2001 REV. 10/12/01 (GRADING) -- /d /2 o P.1 s. DA Tr I RfE0r- OCT 15 2001 I off WfI-362-45 t� E 2. P lax 508 362-9800 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, mo 02675