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HomeMy WebLinkAboutEngineered Plan - 2007YS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN; INCOMPLETE. Basement LvngRm Kitch --d Bdl dR BdRm Bath Open to LvngRm I Attic FLOOR PLAN- 1ST FLOOR FLOOR PLAN- 2ND FLOOR NOT TO SCALE. NOT TO SCALE SPLIT ,LEVEL x 39.0 I 40.6 41.5 x 39.4 N/F N/F x 413 MATTAKEES NEWELL VILLAGE ASSOC. x 41.3a .E N rol, $ x 40.9 LOT 10 9�. 42.4 10, 5 6 0 S. F, x / 40 x 38 ?0.9 x 37.5 .740.8 cam- 0 3... 36.7 n42,0 41. tP 38,b q� so_ 1 x 2.4 41.4 �� 0.4 41.0 y �) G �� 3 .4 X1.0 Z41,1� � �- =\37,2 9.5 39,6 x 1 1139.4 > 41.9 _ \40.7 �� 41.4 /' a� \ 40'`4 HB 1 �0.6x x 40.6 - y 40.2 s- ,x+0,1 \ =`,'.'.1..1.1. • 0 40,4 0 -•2 0 G 39,8 39.7\ x 36.5C'- x 36.3 RE \ , �4�.039 37,0 / 37.5 x 36.5 68285 x 37.3 39.7 O 5 105 81 x 37.4�a b10 N /F BOOSAHDA x 38.3 06.8 _In: x 38.3 39.2 37.5 JOB NO. Y07-26 S=.1 /8"/ft 1000 Gal. Existing NOTES BENCH MARK --TOP PK NAIL SET Septic Tank L ----------J bailey.dwg IN DRIVE SKIRT= 40.00 ASSIGNED 1. LOCUS IS A.M. 74, PARCEL 30.y'� (13'-C OFF CONC. BOUND & Y OFF M PAINT SMPE) 2. LEGEND ` HB 1 HAND BORING LOCATION, NUMBER Stone or compact W WATER UNE MARKINGS 01. E OVERHEAD ELECTRIC WIRES (IF SHOWN) 01-16. G GAS LINE MARKINGS x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 8. EXISTING CONTOUR GARBAGE GRINDER: _ 8--- PROPOSED CONTOUR Chickadee Path 0_._ UTILITY POLE (IF SHOWN) NOT TO ® EXISTING DRAINAGE CATCH BASIN SCALE X - FENCE (IF SHOWN, NOT ALL SHOWN) LOCATION MAP OTREE (IF SHOWN, NOT ALL SHOWN) SIDE LEACHING AREA: x 38.3 06.8 _In: x 38.3 39.2 37.5 0 TEST HOLE DATE: December 5, 2007 12" RAISE GRADE 1' OVER PERFORMED BY: Ron Cadillac, Soil Evaluator LEACH AREA. WITNESSED BY: Amy Von Hone, RS, CHO 16" PERC RATE; <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 32„ GEOLOGIC MAP(1986): Harwich outwash plain deposits U Invert 36.62 2 DRY WELLS 53" Use Gas Baffle Invert 36.06 Existing 801, Proposed Top Conc.=36.8 _--- - ------- Top Peastone= 36.5 90 ------ E t' S=1 /8" /ft xis mg Invert 36.87 '' JOB NO. Y07-26 S=.1 /8"/ft 1000 Gal. Existing NOTES Septic Tank L ----------J bailey.dwg ---------- 24" 1. LOCUS IS A.M. 74, PARCEL 30.y'� T 128" 2. ELEVATIONS SHOWN ARE ASSIGNED. ` 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. Stone or compact 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 01. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN. WATER. 01-16. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Lumberjack Trail 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW GARBAGE GRINDER: _ No D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Chickadee Path 9. DEPTH .OF .COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO 1000 GAL. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL ARE FOUND, SIDE LEACHING AREA: 152 SF .LOG CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. [2(13'+ 25') x 2' DEEP)] 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 38.0 DESIGN CAPACITY: 352 GPD IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN SOIL INSPECTION BELOW. LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: December 5, 2007 12" RAISE GRADE 1' OVER PERFORMED BY: Ron Cadillac, Soil Evaluator LEACH AREA. WITNESSED BY: Amy Von Hone, RS, CHO 16" PERC RATE; <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 32„ GEOLOGIC MAP(1986): Harwich outwash plain deposits U Invert 36.62 2 DRY WELLS 53" Use Gas Baffle Invert 36.06 Existing 801, Proposed Top Conc.=36.8 _--- - ------- Top Peastone= 36.5 90 ------ E t' S=1 /8" /ft xis mg Invert 36.87 '' S=.1 /8"/ft 1000 Gal. Existing j ! Septic Tank L ----------J ---------- 24" BENCH MARK --TOP S.E. CORNER T 128" OF CONCRETE= 41.30 ASSIGNED ■ 6" Invert 36.23 Invert 36.0034.0 4' Stone or compact Proposed Proposed Bottom x 36.9 , 6 r 8' EI. 30.0 6' C2 layer --loamy sand X 7.6 DESIGN DATA `° C3 layer --coarse sand BEDROOMS: 3 Bottom HB 1=26.0 GARBAGE GRINDER: _ No _ LEACH AREA i x _7,9 REQUIRED CAPACITY. 330 GPD EXISTING SEPTIC TANK: 1000 GAL. USE 2 DRY WELLS WITH V OF STONE x 37'8' BOTTOM LEACHING AREA: 325 SF ALL AROUND TO MAKE A 25' BY 13' [(25' X 13')] WIDE BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: 152 SF [2(13'+ 25') x 2' DEEP)] 5' REMOVAL 38.0 DESIGN CAPACITY: 352 GPD DO 5' ALL AROUND REMOVAL DOWN 32" [(325 SF + 152 SF) X .74 GPD/SF] j TO COARSE SAND IF REQUIRED BY j SOIL INSPECTION BELOW. THIS PLAN 1S A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED: STAMP. AND SIGNATURE. a Fill A/E layer 7.5yr 5/1 loamy sand B layer 7.5yr 5/8 loamy sand C1 layer 10yr 6/6 coarse sand C2 layer 1 O 5/3 loamy sand C3 layer 10yr 6/4 coarse sand no water SOIL INSPECTION CONTRACTOR TO CALL HEALTH AGENT, AND/OR R.J. CADILLAC TO INSPECT C2 LAYER AT TIME OF CONSTRUCTION. IF SOILS ARE BETTER THAN TEST HOLE, OR IF WE PERC THE C2 LAYER THE OVERDIG CAN BE ELIMINATED. LOWER LEACHING INVERT TO 34.0f. 36.7 34..0 30.0 29.2 26.0 SITE PLAN FOR LES 2007 HEALTH DEPT SUZANNE S. BAILEY LOT 1 0, 492 HIGGINS CROWELL ROAD, W. YARMOUH, MA. DECEMBER 14, 2007 SCALE: 1 "=20' # 1060J "', #i 35779 ` LL / �cisTER�` / t °`css�°tee S NirAFVP`' o,suRVE li �i Ct 616 i!$h Dopa'tmeat k2N07 PI Data HEALTH AGENT APPROV DATE RONALD J. CADILLAC, PLS, RS, P.C. SIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2007 BY R.J. CADILLAC PAGE 1 OF 1