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HomeMy WebLinkAboutEngineered Plan - 2018LOCATION MAP LOT 39 (7,046 SF) ASSESSORS MAP: 32 PARCEL: 168 PLAN BOOK: 71, PAGE: 117 101 cImmmmmol Immmomml imm-'a OF, zlommommill S 100020,,E Pine SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION FLOW ESTIMATE: 2 BEDROOMS AT 110 GAL / DAY = 220 GAL / DAY 01 3.28 TOP OF SEPTIC TANK: ° FOUNDATION 220 GAL / DAY x 2 DAYS = 440 GAL USE 1000 GALLON SEPTIC TANK (EXISTING) 11 1 ELEV. C AS SHOWN (27'x 12'x 8" DEEP) SIDE AREA: NA (0.74) = NA GAL/DAY BOTTOM AREA: 4'x 24 UNITS x 4.7 = 451 SF (0.74) = 334 GAL/DAY CAPACITY = 334 GAL/DAY REQUIRED VARIANCES FROM TITLE FIVE: 1. SECTION 15.212: LEACH AREA TO BE LESS THAN 5' ABOVE GROUND WATER (VARIANCE OF 1.0'). 2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM BULKHEAD (VARIANCE OF 5'). 21' bh o ST 101.9 0 ist/ng n )00. ll BENCHMARK AT LEFT CORNER OF BULKHEAD ELEVATION =102.53 101 102 \ 102 991 Ce \ 100 Sto�kaa� F�n` \ \ \ \, ' --------- OHW ----- - -d-I luptic "un \ sh c 101.9 � /Sr/N G o \, WE OM top fnf. /jvG SHED \ DECK 03.28 �tOpkade Fen � � X102 M,vo Q 0 !f j ©� O (A ce \ PAV \ 103 9g, IV 11,03.98, 101= EXISTING FLOWDIFFUSOR (SEE NOTE 13) (EXISTING) ° 100.25/ ELEV. 1000 GAL SEPTIC TANK TEE SIZES: (TO BE CONFIRMED) INLET: 6" UP, 13" DOWN OUTLET: 6" UP, 14" DOWN USE 8" INVERT KNOCK -OUT ON ENDCAPS, NOT CENTER KNOCK -OUT. -INSPECTION PORT I ,r- ELEV.= 100.11 10, MAX.1/8" erft. OVER1/8" per ft.' MIN) 100.0 ELEV, .. . n- m-, 99.8799.7 ELEV. ELEV. 9M . . . . . . . 9.81 L- D -BOX ELEV. (6" OF STONE UNDER) < 27'x 12' � -GAS BAFFLE USE 24 INFILTRATOR QUICK 4 PLUS AT OUTLET TEE HIGH CAPACITY CHAMBERS AS SHOWN (27'x 12'x 8" DEEP) ADJUSTED GROUND WATER ELEVATION = 94.7 LOCUS ROtuj/ KEY: EXISTING CONTOUR: - - - - PROPOSED CONTOUR: ------------- EXISTING SPOT ELEVATION: 25.5 DECK �G t� °N PROPOSED SPOT ELEVATION: 25.5 TEST HOLE: * UTILITY POLE: �- FENCE LINE: - N 4 O 02 HYDRANT: RETAINING WALL: o LOCATION MAP LOT 39 (7,046 SF) ASSESSORS MAP: 32 PARCEL: 168 PLAN BOOK: 71, PAGE: 117 101 cImmmmmol Immmomml imm-'a OF, zlommommill S 100020,,E Pine SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION FLOW ESTIMATE: 2 BEDROOMS AT 110 GAL / DAY = 220 GAL / DAY 01 3.28 TOP OF SEPTIC TANK: ° FOUNDATION 220 GAL / DAY x 2 DAYS = 440 GAL USE 1000 GALLON SEPTIC TANK (EXISTING) 11 1 ELEV. C AS SHOWN (27'x 12'x 8" DEEP) SIDE AREA: NA (0.74) = NA GAL/DAY BOTTOM AREA: 4'x 24 UNITS x 4.7 = 451 SF (0.74) = 334 GAL/DAY CAPACITY = 334 GAL/DAY REQUIRED VARIANCES FROM TITLE FIVE: 1. SECTION 15.212: LEACH AREA TO BE LESS THAN 5' ABOVE GROUND WATER (VARIANCE OF 1.0'). 2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM BULKHEAD (VARIANCE OF 5'). 21' bh o ST 101.9 0 ist/ng n )00. ll BENCHMARK AT LEFT CORNER OF BULKHEAD ELEVATION =102.53 101 102 \ 102 991 Ce \ 100 Sto�kaa� F�n` \ \ \ \, ' --------- OHW ----- - -d-I luptic "un \ sh c 101.9 � /Sr/N G o \, WE OM top fnf. /jvG SHED \ DECK 03.28 �tOpkade Fen � � X102 M,vo Q 0 !f j ©� O (A ce \ PAV \ 103 9g, IV 11,03.98, 101= EXISTING FLOWDIFFUSOR (SEE NOTE 13) (EXISTING) ° 100.25/ ELEV. 1000 GAL SEPTIC TANK TEE SIZES: (TO BE CONFIRMED) INLET: 6" UP, 13" DOWN OUTLET: 6" UP, 14" DOWN USE 8" INVERT KNOCK -OUT ON ENDCAPS, NOT CENTER KNOCK -OUT. -INSPECTION PORT I ,r- ELEV.= 100.11 10, MAX.1/8" erft. OVER1/8" per ft.' MIN) 100.0 ELEV, .. . n- m-, 99.8799.7 ELEV. ELEV. 9M . . . . . . . 9.81 L- D -BOX ELEV. (6" OF STONE UNDER) < 27'x 12' � -GAS BAFFLE USE 24 INFILTRATOR QUICK 4 PLUS AT OUTLET TEE HIGH CAPACITY CHAMBERS AS SHOWN (27'x 12'x 8" DEEP) ADJUSTED GROUND WATER ELEVATION = 94.7 EXISTING FLOOR PLAN 120"1 GROUND WA" 101.0 ELEV. NOTES: 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPE 5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAC 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. E CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3' WITHOUT 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTME IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE S PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY REPRESENT A FULL DETAILED PROPERTY SURVEY. 13. EXISTING FLOWDIFFUSOR IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. SITE PLAN Y TH-1 DECK TEST HOLE LOGS O/AHORIZON nsh bh ENGINEER: THOMAS MCLELLAN, P.E. LOAMY SAND 10YR 3/1 �� apt r 6„ MIKE & NANCY RUO pp n fr+ rov% _ ELS' ♦...®7� [1 WITNESS: PHIL RENAUD BED B HORIZON KITCHEN BATH ROOM DATE: 1-11-18 LOAMY SAND BT 15,- 10YR 6/8 PERCOLATION RATE: <2 MIN/IN C HORIZON FINE SAND LIVING USGS GROUND WATER ADJUSTMENT: 2.5Y 7/4 ROOM T 7 9t OBSERVED ROOM ADJUSTED GROUND WATER ELEV.= 94.71 EXISTING FLOOR PLAN 120"1 GROUND WA" 101.0 ELEV. NOTES: 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPE 5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAC 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. E CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3' WITHOUT 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTME IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE S PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY REPRESENT A FULL DETAILED PROPERTY SURVEY. 13. EXISTING FLOWDIFFUSOR IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. SITE PLAN Y LOCATION: F 11 HUDSON RD., W. YARMOI �+ �� �� 9 j��t•1 PREPARED FOR: �� apt r MIKE & NANCY RUO pp n fr+ rov% _ ELS' ♦...®7� [1 S' 6`�, DATE: 1-15-18 '\ 1 BASS RIVER ENGINEER .24' DISPOSAL. ARONMENTAL I THdMAS J. McLEI�LAN, P.E. P.O. BOX 1163, EAST DENNIS, MA 029A1 M 17-72 508-364-9048 AND G 1"=20'