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Home My WebLink AboutEngineered Plan - 20154 EXISTING ENDS ➢o�o�o�o� ....: . TEE SEPTIC TANK** TEE 64.4f'* ° o 0 0 ° 6" MIN. SUMP GAS BAFFLEo___000 Oo °°„° °- 12" MIN. INT. DIM. °. '•� o°000000 ' >°oo°° ��.: • 4' LIQ. LEVEL (ACME OR EQUAL) . 62.27' 62.1WATERTEST D'BOX FOR LEVELNESS H-10 500 GAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' COMPACTION. (15.221 [2]) 8 ( % SLOPE) (-L% % SLOPE) FOUNDATION- EXIST. SEPTIC TANK 27' D' BOX 12' LEA LHIIN�GFAC *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE LEGEND- - 99- EXISTING CONTOUR X 99 1 EXIST. SPOT ELEV. -[99]- SYSTEM PROFILE ALL OMPONENTS SHALL TH1 P MARKED WITHCMAGNETIC TAPE RBE 2� (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. t �cy, ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE C VERS TO WITHIN 3" GRADE \ TOP FOUND. EL. 69.32' 1 0 FILTER FABRIC OVER STONE •�0 cc MINIMUM .75' OF COVER OVER PRECAST z 2% SLOPE REQUIRED OVER SYSTEM Mill Follins ;• PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" ( BLOCKS OR RISERS (TYP.) 2'0 k: , 65.8 4"0SCH40 PVC PIPES LEVEL 1ST 2' j PRECAST RISERS MORTAR +ALL COMPONF'\ITc INVERT IN 62.0' 4 EXISTING ENDS ➢o�o�o�o� ....: . TEE SEPTIC TANK** TEE 64.4f'* ° o 0 0 ° 6" MIN. SUMP GAS BAFFLEo___000 Oo °°„° °- 12" MIN. INT. DIM. °. '•� o°000000 ' >°oo°° ��.: • 4' LIQ. LEVEL (ACME OR EQUAL) . 62.27' 62.1WATERTEST D'BOX FOR LEVELNESS H-10 500 GAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' COMPACTION. (15.221 [2]) 8 ( % SLOPE) (-L% % SLOPE) FOUNDATION- EXIST. SEPTIC TANK 27' D' BOX 12' LEA LHIIN�GFAC *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE LEGEND- - 99- EXISTING CONTOUR X 99 1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 P TEST HOLE 2� SLOPE OF GROUND UTILITY POLE �cy, FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 7/28/15 PERC. RATE _ < 10 MIN/INCH CLASS II SOILS ELEV. 1 p" 66.0' FILL 12" B LS 4819 1OYR 6/8 62.0' C, PERC SL 1OYR 5/6 68" 60.3' C2 M/CS 2.5Y 7/4 126" 155.5' NO GROUNDWATER ENCOUNTERED LICE #15-190 x 66. X 67 N1� 0 X 66.24 X 2 CONC BBQ PIT x 67.37 6.54 0-` .94 E 6.14 65.77 65.53 1�0 TH ® 0 66.59 BENCH MARK - CORNER OF CONCRETE PATIO ELEV. = 67.3 Scale:1 "= 20' 0 10 20 30 40 50 FEET c� \ 7�o \ S .83 �. SIDES 162.83' opo°00000°o° °°°° °0°p° O°0 0000000 o0�o000 00 0 0000 60.0' NG CHAMBERS BY ACME PRECAST OR (3) UNITS REQUIRED 55.5' BOTTOM TH-1 NO GROUNDWATER FOUND 65.47 6 \ .4 \66.77 x 6 14i \ �� I \ 67.54 ( x17:78 O 67.65 68. {� / S Off% lb 8.06 i F k 67.95 8., 17 � 24V, .29 EXISTING .�/ \�67 92 DWELLING TOP OF FNDNj 3�� o A EL. 69.32 ^/08 4 \\ 404 .3 \ 67.25 Vt_7.15 CONC. PATIO LOT 9 16,978± SF 32 i E8.13 I P PJj69.06 NOTES 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE:1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 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. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL -ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. \E 67.65 67.28 DATE I LOCUS MAP NOT TO SCALE ASSESSORS MAP 143 PARCEL 148 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 **RE -USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2 (33.5 + 12.83) 2 (.6) = 111 GPD BOTTOM 33.5 x 12.83 (.6) = 258 GPD TOTAL: 615 S. F. 369 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND V&Ir> oath Hm th Department P 1, VED _ Llzz_S 1 *Iwiotl:i�..' Dzte APPROVED DATE BOARD OF HEALTH MA TITLE 5 SITE PLAN OF 11 APACHE DRIVE YARMOUTH PORT, MA PREPARED FOR B&B EXCAVATION/HERVARTH a DATE: AUGUST 3, 2015 Off 508-362-4541 I fax 508-362-9880 downeope.com @ dOW4 cafe engineering, inc. civil engineers /and surveyors 939 Main Street ( Rte 6A) YARM UTHPORT MA 02675 0 Low P [Pond �a setucket fo oo, Locus 0 •�0 cc z Mill Follins P Pond LOCUS MAP NOT TO SCALE ASSESSORS MAP 143 PARCEL 148 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 **RE -USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2 (33.5 + 12.83) 2 (.6) = 111 GPD BOTTOM 33.5 x 12.83 (.6) = 258 GPD TOTAL: 615 S. F. 369 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND V&Ir> oath Hm th Department P 1, VED _ Llzz_S 1 *Iwiotl:i�..' Dzte APPROVED DATE BOARD OF HEALTH MA TITLE 5 SITE PLAN OF 11 APACHE DRIVE YARMOUTH PORT, MA PREPARED FOR B&B EXCAVATION/HERVARTH a DATE: AUGUST 3, 2015 Off 508-362-4541 I fax 508-362-9880 downeope.com @ dOW4 cafe engineering, inc. civil engineers /and surveyors 939 Main Street ( Rte 6A) YARM UTHPORT MA 02675