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HomeMy WebLinkAboutEngineered Plan - 1999N/F MASTROCOLA BENCH MARK --TOP N.W.CORNER BRICK STOOP= 28.06 ASSIGNED -5P 32.3 - 3 �! .5 26.5 O a � x 25.4` F 22 2 x 1 1 x 18.8 19. X`27.1 -25.2 �'�• i J 1 2S - x 27.1 27.2 x 27.3 1 1. LOCUS IS A.M. 91, PARCEL 173. yr 3/3 sandy cam 2. ELEVATIONS SHOWN ARE ASSIGNED. sandy Y. oarin C1 Layer 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. and (10% gr vel) 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) rnedlurT sand no w 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. LLE COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. �el���6. of 7, INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". N�8. IF TWO OR MORE LINES, WATER PEST D-BO:X FOR EQUAL FLOW /� D-EOX EXIT PIPES TO BE LEVEL FOIR FIRST TWO FEET. 9. DEPTH OF COMPONENTS 'NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. FALZONE BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOOAT ON P 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. M g 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOAR© OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING JORING IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). HAND 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 4 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 'Al ANC` AL REGULATIONS O STIUCTION TO ECT TITL5 L()r DEPTH (inches) ELEV.(feet) ALL C N M _ 0 26.5 TEST' HOLE DATE: Oct. 27, 1999 8 REPLUMB SEWER AS SHOWN PERFORMED BY: Ron Cadillac, Soil Evaluator REDUCE GRADE OVER LEACHING 27.7 WITNESSED BY. Army L. Von Hone, RS 18" �4 TOP FOUND. PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993)• Carver coarse rand x 27.0 \26,(,6 \, \ H®1 27.0 26.1 ®� 27.1 27.0 26.7 x 26.1 GEOLOGIC MAP'1986): Harwich outwash plain deposits 38' Invert 24.32(or higher) Proposed Invert 23.87 4 HIGH CAPACITY / /Use as Baffle Invert: 23.20 INFILTRATORS I S=1/4" 'ft.min. roposed W/14" STONE UNDERN/F 23.8 1D0>, PARTYKA S=3/4"/f TOP PEA STONE 120" 1500 Gal. H-10 Invert 24.12 Proposed �'� Inbert 23.37/ Use 6" Stone under Proposed I -10' I I� F-- 8' - BENCH MARK --TOP WOOD C)r.SIt.:OWA I A STAKE = 26.06 ASSIGNED BEDROOMS: 3 r =GARBAGE=GRINDEF;: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL N/F BOTTOM LEACHING AREA: 314.1 SF "LUES ((29' X 10.83)] r �R� ---25-.4 SIDE LEACHING AREA: 159.2 SF ,� •-" �- [2(10.33'+ 29`) X 2' DEEP)] ,;• 25.3 DESIGN CAPACITY: 350 GPD i x 24.8 S r x 23.4 [(314.1 SF + 159.2 SF) :X .74 GPD/SF] 22'4 " ' •• •• ROW OF CEDAR TREES " CENTER OF TRUNKS 1' OFF LOT LINE ON Nf F HUBBARD PROPERTY. HUBBARD LUM TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS __OE x 9.5 EXISTING CONTOUR ---� PROPOSED CONTOUR Mb UTILITY POLE (IF SI -OWN) C EXISTING SEPTIC COVER REV. 1/7/2000-0- ACHING PUT IN FRONT THIS PLAN IS A VALID COPY ONLY IF 11` BEARS AN ORIGINAL RED STAMP AND SIGNATURE. OFss� o CA )I _LAC y `; 13. 121 t; 1 su- ' t ITAP��J :3 WWI AV; AGENT Al APPROVAL Invert 23.20 f Proposed Stone 24" Bottom Bottom HB 1= 15.25 Fill A layer- 1 yr 3/3 sandy cam B layer 1 yr 5/8 sandy Y. oarin C1 Layer 5y 6/18 coarse and (10% gr vel) fine: s ind rnedlurT sand no w ter 26.5 23.3 18.1 16.5 135" 15.25 HAND BORING 2 DEPTH (inches) ELEV.(feet) 0 27.6 8" 12" 24" 38" ° Lt L41 USE 4 HIGH CAPACITY INFILTRATORS WITH 14" STONE UNDER AND 2' OF STONE ON THE ENDS AND 4' OF STONE ON THE SIDES FOR A 29' BY 10'-10" BY 2' DEEP LEACH AREA. Fill A layer 1r 3/2 sandyic'm oam 8 layer- 1 yr 4/6 loamy 3and Cl layer .5y 6,14 coarse and no w ter 25.6 135 16.35 HAND BORING 3 DEPTH (inches) ELEV.(feet) 0 Fill 26.3 6" 38" 23.1 no wpter LOT 619 6 STARBOARD RUN, S. YARMOUTH DECEMBER .,I_ _ ice. �._ �i jt_. 1999 9 itt 1:.-- _ B ! -° 22.3 RONALD J. CADILLAC, Ply..', RS PROFESSIONAL LAND SURVEYOR & REGISTERED SAINITARIA P.O. BOAC 255 WEST YARMOUTH, MA 02673 DATE PA 775-9700 PA 'E 1 OF 1 A layer- 1 yr 3/2 sandy oam 8 layer.1 yr 4/6 loamy 3and G layer 2 5y 6/4 coarse and 38" 23.1 no wpter LOT 619 6 STARBOARD RUN, S. YARMOUTH DECEMBER .,I_ _ ice. �._ �i jt_. 1999 9 itt 1:.-- _ B ! -° 22.3 RONALD J. CADILLAC, Ply..', RS PROFESSIONAL LAND SURVEYOR & REGISTERED SAINITARIA P.O. BOAC 255 WEST YARMOUTH, MA 02673 DATE PA 775-9700 PA 'E 1 OF 1