The URL can be used to link to this page

Home My WebLink About83-1894 - Site PlanSYSTEM SYSTEM DESIGN: SYSTEM PROFILE EKE HOMAGNIE ICCTTAP o BE PROVIDE WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS To WITHIN 6' OF FIN. GRADE 2' PEASTONE OR GEOIEXTILE WATERTIGHT C.I. COVERS To FINISH GRADE TOP FOUND. EL. 16.8' FILTER FABRIC OVER STONE MAIN HOUSE: \ a 16.6 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM DESIGN FLOW: 5 BEDROOMS ®110 GPD = 550 GPD MAIN HOUSE PRECAST H-10 BLOCKS OR USE A 550 GPD DESIGN FLOW 4'SCH40 Pct; z'0 1�`p') 4"0SCH40 PVCRECAST RISERS MORTAR AlALL H-20 SEPTIC TANK: 550 GPD (2) = 1100 !" RE -USE 2000 GAL. SEPTIC TANK, (EXIST) 13.4' GUEST HOUSE: *THE INSTALLER SHALL VERIFY THE DESIGN FLOW: 1 BEDROOMS 0 110 GPD = 110 GPD LOCATIONS OF ALL UTILITIES AND ALL PIPES LEVEL 1ST 2 COMPONENTS ENDS (') SIDES 13.5' 13.15' - -• �- ° ®®®® ®®®® ®®®® En oeogovog u u >eo°oeo°o ®®�®®08®®®® Elln ®®®® ^60^0^0^ e o0e0e0o0o00° S. >000o0o0e ®® MEIME ® ®®® ® ®®®® 00000000 0 oe0000eeoeoe oe >°o°o°eoo .pY. 0 0°00,°,oe,°,o °,°, i°°o°°e°eoe ®®®®®®lm G�®®®®® ®®®® ^0^0^0^0 13.0' °^°^°°° o*^606^6 10.5' USE A 110 GPD DESIGN FLOW - BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY o 0 0-0-0-0-.0808080808C 000000000000000000 ^„0„0„0„0„0 0� 0^0^0 0 0, 3/4'-1-1/2" DOUBLE WASHED STONE ' 10* RE -M14" 220 GPD (2) = 440 PORTION OF SEPTIC SYSTEM TEE 2000 GAL H-20 TEE ., ' SEPTIC TANK 4' UO' LEVEL GAS BAFFLE ACME OR EQUAL + 4' UQ. LEVET. GAS BAFFLE (TO BE RE -LOCATED) - ACHE OR EQUAL RE -USE 1500 GAL. SEPTIC TANK( ' (TO BE RE -LOCATED) ( � +X SLOPE) ti• PIPES LEVEL 1ST 2 COMPONENTS ENDS (') SIDES 13.5' 13.15' - -• �- ° ®®®® ®®®® ®®®® En oeogovog u u >eo°oeo°o ®®�®®08®®®® Elln ®®®® ^60^0^0^ e o0e0e0o0o00° S. >000o0o0e ®® MEIME ® ®®® ® ®®®® 00000000 0 oe0000eeoeoe oe >°o°o°eoo .pY. 0 0°00,°,oe,°,o °,°, i°°o°°e°eoe ®®®®®®lm G�®®®®® ®®®® ^0^0^0^0 13.0' °^°^°°° o*^606^6 10.5' USE A 110 GPD DESIGN FLOW - BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY o 0 0-0-0-0-.0808080808C 000000000000000000 ^„0„0„0„0„0 0� 0^0^0 0 0, 3/4'-1-1/2" DOUBLE WASHED STONE H-20 500 GAL LEACHING CHAMBER BY ACME PRECASTOR EQUAL c (8) UNITS REWIRED 220 GPD (2) = 440 PORTION OF SEPTIC SYSTEM 6' CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES OVERALL DIMENSIONS TO OUTSIDE OF STONE: 73.0' X 11.83' SEPTIC TANK: 4' UO' LEVEL GAS BAFFLE ACME OR EQUAL (� R SLOPE) COMPACTION. (15.221 [2]) (TO BE RE -LOCATED) u RE -USE 1500 GAL. SEPTIC TANK( ( � +X SLOPE) (� R SLOPE) -i-% ° _ < 2 MIN/INCH " FOUNDATION- 24 -SEPTIC TANK 9 D BOX 35 LEACHING LEACHING: (BOTH MAIN AND GUEST HOUSES) GUEST HOUSE PROVIDE WATERTIGHT :! � FACILITY 3.67 BOTTOM TH-2 NO GROUNDWATER FOUND _ SIDES: 2`(73 + 11.83) 2 (.74) = 251 GPD ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 16.2' p" BOTTOM 73 x 11.83 (.74) = 639 GPD 16.0' TOP FOUND. EL. 17.0f' PROD:- -L - 5.71/ TOTAL: 1202.9 S.F. 890 GPD \ F16 -;Q MINIMUM .75' OF COVER OVER PRECAST R4GE RE -USE (8) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR AT NE AT ENDS AND 3 5' 'AT SIDES EQUAL) PRECAST H-10 -S PVD. zRl�ns (T�•) A WITH Z. STO * 14.25' (PROP.) 13.78' MA APPROVED DATE BOARD OF HEALTH NOTE: LOCUS LIMITED TO 6 BEDROOMS TOTAL (1 BEDROOM/10,000 S.F. LOT AREA DUE TO PRIVATE WATER SUPPLY) 97-293 PORTION EXIST. I SHOWN #26 /1 + 13.53' TO D -BOX 00000000006060606060606c 00000000000000000000000 ^ ^ , 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) FOUNDATION- 17' - SEPTIC TANK 53' D' BOX ' LOT 57 1#22 #24 - #25 K 11.8 ,cam COAs , e OA. SEE LANDSCAPE P FO O ` IS AREA (PLANTINGS ARDSCAPE) 1 GRADE WITH PROP STEPS F BUMP OUT TO 112.6 0 MATCH EXISTING i.- - RE -LOCATE 4.23 �OeY 2 r r ��- i EXIST. 2000�f o •0 /yam__ GAL SEPTIC \ TANK / D �- �.� d 16 1 V, IST. DRIVE 1O EMOVE) 0 r1 PROP. E iPROP. j RE MATED 1500 GN.. Sr 0 0 7- £ EXIST. 8 BEDROOM SEPTIC SYSTEM TO BE TEST HOLE LOGS 10 RE - usE REMOVED AND RE -LOCATED TO NEW FACILITY TEE 1500 GAL H-20 TEE SEPTIC TANK WITNESS: AMY VON HONE, RS 4' UO' LEVEL GAS BAFFLE ACME OR EQUAL :. (TO BE RE -LOCATED) TH2 13.53' TO D -BOX 00000000006060606060606c 00000000000000000000000 ^ ^ , 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) FOUNDATION- 17' - SEPTIC TANK 53' D' BOX ' LOT 57 1#22 #24 - #25 K 11.8 ,cam COAs , e OA. SEE LANDSCAPE P FO O ` IS AREA (PLANTINGS ARDSCAPE) 1 GRADE WITH PROP STEPS F BUMP OUT TO 112.6 0 MATCH EXISTING i.- - RE -LOCATE 4.23 �OeY 2 r r ��- i EXIST. 2000�f o •0 /yam__ GAL SEPTIC \ TANK / D �- �.� d 16 1 V, IST. DRIVE 1O EMOVE) 0 r1 PROP. E iPROP. j RE MATED 1500 GN.. Sr 0 0 7- £ EXIST. 8 BEDROOM SEPTIC SYSTEM TO BE TEST HOLE LOGS REMOVED AND RE -LOCATED TO NEW FACILITY WITNESS: AMY VON HONE, RS LOCATION SHOWN. LEACHING TH2 CONSISTS OF (8) H-20 500 GAL LEACHING8/ PERC. RATE _ < 2 MIN/INCH CLASS I CHAMBERS WITH 3.5' STONE AT SIDES AND _ iRAFC'; :! � X00• 2.5' AT ENDS. ELEV. O" 16.2' p" I / // 16.0' PROD:- -L - 5.71/ , 15.6 .15 .6 2" R4GE :4"•`1 A �•CAi ,5.46 LFS ORIGINALLY APPROVED RESERVE AREA � REMOVE/RE-LOCATE � f15,34 / • 1s.a 0 1OYR 3/2 EXISTING H-20 1500 ¢ o . 15OAK .. GAL SEPTIC TANK cps / / LS 0 42" �• � �o / 12.8' *DRIVEWAY EASEMENT RUNS IN�� 6.1s / 14.81 PERC 11 PERC FAVOR OF LOT 59 \ re" / n 92" 2.5Y 5/4 C2 C2 MED/COS �1 14.02 134" r` • i 5.03' 148" 2.5Y 7/2 .76 2.34 EXIST. WELL -� / �" 26 v 83 LG. WOLF 0 ,.• .'2 2.67 ,.• :. % .12.99 /':. ....�. SriO X13 6 +` Q 2.22 ,1 9 .•'? f 1 EXISTING STONE DRIVEWAY TO \ \J BE REMOVED AND PLANTED e00-�, t4 0 11.6 OUT (SEE LANDSCAPE PLAN) OF �1.�4 /;;'? '•i A \ \ 14 10.211 0.6 �...9 9 \. O 09.54 8.5 Q ^ 0 LAT 69,0 7 9q.ft 1 365 • 15.82 1 I 1 1 PROP. GL HO 1 � e / i T#4 i : i i D IVEWAY,� #3 BENCHMARK CONCRETE BOUND ELEV = 8.51 NGVD (SALT MARSH #19 #18 i TRANSECT (TYP) .4 4 16 #15 12.9 T 11 7 N 94 / .45 I I VACANT #5 LOT 57 NOTES 2. MUNICIPAL WATER IS NOT AVAILABLE-FE-1141EE WELL. CINE If- T1.eQ"D. ID'OTP GLIM(. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-20 v 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. B. 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. 0 _U4`fy OF _FS /15 E�`�?� ONAL DATE DANIEL A. OJALA, P.E., P.L.S. LOCUS MAP NOT TO SCALE ASSESSORS MAP 9 PARCEL 9 LOCUS IS WITHIN FEMA FLOOD ZONES B, C, & Al2, EL 12 NO GROUNDWATER ENCOUNTERED F �IIIII'. Y OF 64 WHITE CEDAR ROAD WEST YARMOUTH PREPARED FOR MALCOLM NOLEN JANUARY 11, 2011 Scale:1 "= 30' 0 15 30 45 60 75 FEET off 508-362-4541 fax 508-362-9880 downcape.com down cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 2/22/01 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. 'v ELEV. O" 16.2' p" 16.0' 0 0 2" 2" A A LFS LFS 8" 1OYR 3/2 10"' 1OYR 3/2 Bw Bw LS LS 42" 1OYR 5/6 12.7' 38" 1OYR 5/4 12.8' PERC LS PERC S1 86" 2.5Y 5/4 92" 2.5Y 5/4 C2 C2 MED/COS MED/COS 134" 2.5Y 7/3 5.03' 148" 2.5Y 7/2 3.67' NO GROUNDWATER ENCOUNTERED F �IIIII'. Y OF 64 WHITE CEDAR ROAD WEST YARMOUTH PREPARED FOR MALCOLM NOLEN JANUARY 11, 2011 Scale:1 "= 30' 0 15 30 45 60 75 FEET off 508-362-4541 fax 508-362-9880 downcape.com down cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675