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Home My WebLink AboutEngineered Plan - 2014r I I TOP OF FOUNDATION ELEV. = 99.73' __x ELEV. = 96.28_ — COVER TO BE WITHIN 6" OF FINISHED GRADE CONCRETE COVERS INSPECTION PORT USE CLEAN MEDIUM SAND 9" MIN. COVER TYP. 4" SCHEDULE 40 PVC PIPE BETWEEN, AROUND AND FOR �II MIN. PITCH 1 /8" PER 6" ABOVE CHAMBERS II�BllII�I�E�9 ' ul-ul=nlzu . n3' MAX. a.. oEL.= 99.7 1' MIN. COVER I= - H DEPTH HORIZ TEXT COLOR MOTTLING 99.20' 0-5" A SANDY LOAM _I0=111�11� Y II NONE TANK12 5-12" B FLOW LINE 10YR4/6 "•' : ' 12=144' C SAND 10YR5/6 ELEV. = 96_05' M0cKINGg\R Lam` LOCATION MAP :................ ........................ ....................... . 10" TANK ELEV. , - 95.80 - JMIN. 14" --- . 2 L MEL 4 CAST IRON PIPE 4'-0" LIQUID ELEV. 95.74'_ ELEV. = 95.57' p0==p = = p p 0 =O =pp poo=p =p=poo=p== pop=====pp== 000== (OR EQUAL) MINIMUM LEVEL Y --__ 95_56 o=00000000 00000==00000 i I PITCH 1/4" PER FT. GAS BAFFLE ELEV = _ 50' DISTRIBUTION x 6' STONELESS DESIGN CALCULATIONS BOX IGH CAPACITY INFILTRATOR QUICK 6,8 ' TO BE WATER TESTED 4 CHAMBER FIELD H 1 0 STRENGTH BOTTOM OF TEST HOLE ELEV. = 87_71' SOIL TEST DATE OF SOIL TEST 8/14/14 CONCRETE WITNESSED BY AMY VON HONE COVER 4"PVC PIPE SOIL EVALUATOR JILL CAFARELLI MA REPAIR PERCOLATION RATE �2 MIN./INCH. MANHOLE COUPLING INFILTRATOR 4" PERFORATED PIPE OBSERVATION HOLE 1 CHAMBER INSIDE CHAMBER ELEV.=_ 99_71 USE MIN.: 2-3/8" HOLES 2" VERT. SPACING SAS INSP. PORT DETAIL ELEV. DEPTH HORIZ TEXT COLOR MOTTLING 99.20' 0-5" A SANDY LOAM ........... 10YR2/1 NONE 98.71' 5-12" B LOAMY SAND 10YR4/6 87.71' 12=144' C SAND 10YR5/6 HIGH CAPACITY INFILTRATORS ASSESSORS MAP: 76 1500 GALLON 6" STONE ON NATIVE GROUND OR QUICK 4 CHAMBER FIELD NO WATER AT_ 144" NOTES- --- EL.=_ 87.71 MECHANICALLY COMPACTED BASE PARCEL: 168 SEPTIC TANKS PERC. AT 48" EL.=95.71' 'I H 1 0 STRENGTH 1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR - 15.000 TITLE 5 AND THE TOWN OF _YARMOUTH__ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. SEWAGE DISPOSAL SYSTEM PROFILE UNLESS ELSEw NOT TO SCALE ( HERE NOTED) PROPOSED'3 BEDROOM DWELLING 3 x BEDROOMS x 110 GPD/BEDROOM 3.3,0__ GAL./DAY TOTAL ESTIMATED FLOW t . 330GAL./PAY GARBAGE DISPOSAL UNIT N0___ REQUIRED SEPTIC TANK CAPACITY DESIGN FLOW X 200% 660GAL. ACTUAL SIZE OF SEPTIC TANK 1500 _ GAL. LEACHING AREA REQUIREMENTS LEACHING: AREA - 2 X 50 LF OF CHAMBER X *4.73SF/LF=473 SF CAPACITY - 473 SF X 0.74 GAL/1 SF= 350>330 GAL *PER MASS. DEP CERTIFICATION FOR GENERAL USE RESERVE LEACHING CAPACITY 100% LEGEND: utJl.Klr I MIN EXISTING SPOT ELEVATION EXISTING CONTOUR FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE TOWN WATER CATCH BASIN GAS LINE FIRE HYDRANT SYMBOL Ox 00 f--00-'- Ox 00 Ox 00 `®l = G G S.A.S. COMPONENTS 2 ROWS OF 12 INFILTRATOR CHAMBERS -W/END CAPS WITH CLEAN MEDIUM SAND BETWEEN, AROUND & FOR 6" ABOVE i } CB/DH(FND) 54.70' O C-' z C� o c 00 W � CP Qo 0. 1 VH 0 . r � CTJ zz � 1. Q. LOCUS M0cKINGg\R Lam` LOCATION MAP HIGH CAPACITY INFILTRATORS ASSESSORS MAP: 76 1500 GALLON 6" STONE ON NATIVE GROUND OR QUICK 4 CHAMBER FIELD NO WATER AT_ 144" NOTES- --- EL.=_ 87.71 MECHANICALLY COMPACTED BASE PARCEL: 168 SEPTIC TANKS PERC. AT 48" EL.=95.71' 'I H 1 0 STRENGTH 1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR - 15.000 TITLE 5 AND THE TOWN OF _YARMOUTH__ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. SEWAGE DISPOSAL SYSTEM PROFILE UNLESS ELSEw NOT TO SCALE ( HERE NOTED) PROPOSED'3 BEDROOM DWELLING 3 x BEDROOMS x 110 GPD/BEDROOM 3.3,0__ GAL./DAY TOTAL ESTIMATED FLOW t . 330GAL./PAY GARBAGE DISPOSAL UNIT N0___ REQUIRED SEPTIC TANK CAPACITY DESIGN FLOW X 200% 660GAL. ACTUAL SIZE OF SEPTIC TANK 1500 _ GAL. LEACHING AREA REQUIREMENTS LEACHING: AREA - 2 X 50 LF OF CHAMBER X *4.73SF/LF=473 SF CAPACITY - 473 SF X 0.74 GAL/1 SF= 350>330 GAL *PER MASS. DEP CERTIFICATION FOR GENERAL USE RESERVE LEACHING CAPACITY 100% LEGEND: utJl.Klr I MIN EXISTING SPOT ELEVATION EXISTING CONTOUR FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE TOWN WATER CATCH BASIN GAS LINE FIRE HYDRANT SYMBOL Ox 00 f--00-'- Ox 00 Ox 00 `®l = G G S.A.S. COMPONENTS 2 ROWS OF 12 INFILTRATOR CHAMBERS -W/END CAPS WITH CLEAN MEDIUM SAND BETWEEN, AROUND & FOR 6" ABOVE i } CB/DH(FND) 54.70' O C-' z C� o c 00 W � CP Qo 0. 1 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H- 1O LOADING. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE JM,O,RI,ARED IN PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING. 6) THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER LINE ELEVATIONS PRIOR TO INSTALLATION. 7) SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL I 0 Xfib SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S. 8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET ZHID LATERALLY BEYOND S.A.S. 0) 9) VERTICAL DATUM ASSUMED00.05,4 (F�I 10) BENCHMARK C61_DHZELEV_ 98.74' s B272 26 W 2 Jc 1 1) ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE 1 OQx, D5 0 MECHANICALLY COMPACTED. 99x45 �I' k WAY -'J 12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET 18.33' i ► (I �RI 75 W 13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR 99x03 _ _ 11 `� I `� ---,/ Z �y FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS. 17.4050� O m C\\` / ) PROPOSED CONTRACTOR SEPOTIC ETAI K FY ALL PLUMBING IN THE BUILDING FLOWS TO I T► r -� `� �1 cr 1 15 THIS PROPERTY 1 /DOES NOT FALL WITHIN THE WATER RESOURCE AREA. rn I __ � z ,\95x52 � ) f L 1 16) THIS PROPERTY FALLS IN FLOOD ZONE CLASSIFIED "OTHER " RESERVE _ _. --� � I � z � ER AREA AS SHOWN I-- 71 (_00 I I 17) JU-ON MAP N0. _ 25001 C0581 J DATED LY 16L 2014 w � --- SOIL TEST 99601 C" 03 '70 ki -7 99x04 t �`�r✓ oo I � Xuo I 10Ox00 PLAN REFERENCE - 00 `�\ 98x74, PL.BK.220 PG. 149(LOT 49) PL. BK. 246 PG. 14-2(LOT 109) 219 6" 26„ W 200.06 S 82 2 I BENCHMARK TOP OF CB/DH MIX OF CONCRETE & ELEVATION= 98.74'BLOCK PATIO ACCESS SITE PLAN SHOWING PROPOSED TO BASEMENT SEPTIC UPGRADE IN YARMOUTH, MA SSA CHUSE T TS AS PREPARED FOR ,i, armouth He " --1r:1 Dzpai-tment � CA THERINE MAZZA i 1v » Date I -7 7 TR 0 WBRID GE PATH PA UL E. S WEE TSER PROFESSIONAL LAND SURVEYOR P.O. BOX 1146 DENNISPORT. MA 02639 StrJ 99,11 (508) 394-4924 HEALTH DEPT. RE VISIONS — DATE AUG. 151* 2014 APPROVED: BOARD OF HEALTH SCALE >"=20' DATE AGENT FILE N0. 2185-00 SHEET 1 OF I VH 1. Q. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H- 1O LOADING. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE JM,O,RI,ARED IN PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING. 6) THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER LINE ELEVATIONS PRIOR TO INSTALLATION. 7) SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL I 0 Xfib SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S. 8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET ZHID LATERALLY BEYOND S.A.S. 0) 9) VERTICAL DATUM ASSUMED00.05,4 (F�I 10) BENCHMARK C61_DHZELEV_ 98.74' s B272 26 W 2 Jc 1 1) ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE 1 OQx, D5 0 MECHANICALLY COMPACTED. 99x45 �I' k WAY -'J 12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET 18.33' i ► (I �RI 75 W 13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR 99x03 _ _ 11 `� I `� ---,/ Z �y FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS. 17.4050� O m C\\` / ) PROPOSED CONTRACTOR SEPOTIC ETAI K FY ALL PLUMBING IN THE BUILDING FLOWS TO I T► r -� `� �1 cr 1 15 THIS PROPERTY 1 /DOES NOT FALL WITHIN THE WATER RESOURCE AREA. rn I __ � z ,\95x52 � ) f L 1 16) THIS PROPERTY FALLS IN FLOOD ZONE CLASSIFIED "OTHER " RESERVE _ _. --� � I � z � ER AREA AS SHOWN I-- 71 (_00 I I 17) JU-ON MAP N0. _ 25001 C0581 J DATED LY 16L 2014 w � --- SOIL TEST 99601 C" 03 '70 ki -7 99x04 t �`�r✓ oo I � Xuo I 10Ox00 PLAN REFERENCE - 00 `�\ 98x74, PL.BK.220 PG. 149(LOT 49) PL. BK. 246 PG. 14-2(LOT 109) 219 6" 26„ W 200.06 S 82 2 I BENCHMARK TOP OF CB/DH MIX OF CONCRETE & ELEVATION= 98.74'BLOCK PATIO ACCESS SITE PLAN SHOWING PROPOSED TO BASEMENT SEPTIC UPGRADE IN YARMOUTH, MA SSA CHUSE T TS AS PREPARED FOR ,i, armouth He " --1r:1 Dzpai-tment � CA THERINE MAZZA i 1v » Date I -7 7 TR 0 WBRID GE PATH PA UL E. S WEE TSER PROFESSIONAL LAND SURVEYOR P.O. BOX 1146 DENNISPORT. MA 02639 StrJ 99,11 (508) 394-4924 HEALTH DEPT. RE VISIONS — DATE AUG. 151* 2014 APPROVED: BOARD OF HEALTH SCALE >"=20' DATE AGENT FILE N0. 2185-00 SHEET 1 OF I