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Home My WebLink AboutEngineered Plans - 19950 Q J co N W 0 ry -ALL LOTS WITHIN 100 FEET OF PROPOSED SEPTIC SYSTEM ARE ON TOWN WATER. :UN IACT R. J. CADILLAC FOR REQUIRED INSPECTION: [PER 310 CMR 15.021 (3) ] 1. AFTER 5' REMOVAL & EXCAVATING FOR LEACH AREA --BEFORE PLACING STONE. 2. PRIOR TO BACKFILL. INSTALL 9 CONTACTOR 75 CULTEC x 21.2 CHAMBERS IN A 9' WIDE X 60' LONG I X 6" DEEP TRENCH OF STONE, AS SHOWN. PER MANUFACTURERS INSTRUCTION UNITS TO BE LAID LEVEL WITH PERFORATED PIPE RUNNING THE ENTIRE LENGTH. N O INSTALL D -BOX x INSTALL 1500 GALLON SEPTIC TANK PLUMBER TO RAISE SEWER PIPE BY 16".` BENCH MARK --TOP WOOD STAKE = 20.00 ASSIGNED LOT 1 `Ar 20.0 20.0 _ 5' ALL AROUND x 19.3 b '9.9 REMOVAL PUMP . & FILL OLD CESSPOOLS x 18.9 x 1 7 BENCH MARK --NW CORNER OF BOTTOM STEP=20.79 ASSIGNED BENCH MARK --TOP WOOD STAKE = 20.03 ASSIGNED LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC x 19.4 EXISTING ELEVATION ('X' MARKS POINT) _----19 EXISTING CONTOUR 20----- PROPOSED CONTOUR ccb UTILITY POLE x 19.` 18. x 1a.4 19 19.9 x 19. \ 0 _0, x\19.7 G -13 9.4 �. yAN ------------ �19. W Irl -- 915A X19.8 9.4 1 .4 � 19 \ -- - :7 = x 19.8 pp--- - -3.3 b 20.4 `-n HB 1 1 2 0. 0 g x 20.2 x 0.2 x x 20.2 X'x1 X91. i LOCAL UPGRADE APPROVALS 1. VARY A 2.2 FOOT GROUNDWATER ADJUSTMENT (ZONE A, MIW 29, APRIL) 2. VARY THE 5 FOOT SEPARATION DISTANCE TO GROUNDWATER BY 0.5'. / 3. VARY THE LEACHING TO PROPERTY LINE DISTANCE - BY 40. 4. VARY THE DISTANCE OF THE SEPTIC TANK TO A CELLAR BULKHEAD BY 6.2'. 5. VARY THE DISTANCE OF THE SEPTIC TANK TO A PROPERTY LINE BY 5'. 6. VARY RESERVE AREA. UNDERGROUND GAS LINES NOT SHOWN. CALL DIG SAFE! GAS METERS LOCATED OVER SEWER PIPE. NOTES 1. ELEVATIONS SHOWN ARE ASSIGNED. 2. LOCUS IS IN FLOOD Al2 ON FLOOD INSURANCE RATE MAP DATED JULY 2, 1992. 19. LOT 2 \ '4 THIS PLAN IS A VALID COPY ONLY IF IT BEARS \ AN ORIGINAL RED STAMP AND SIGNATURE. x 20.0 9�+ 19.4 � �� dAlf G W v # 357 20. 0. - -_ E 19.4 �tiasu� 20.0` 19.2 x 20.2 LOT 3 HEALT AGENT APPROVAL DA E SITE PLAN FOR SALVATORE PARGOLI, TRUSTEE LOT 21 7 -8c 9 COURTLAND WAY, W. YARMOUTH, MA MAY 22, 1995 1 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 2 (OVER) top found. = 21.75± SYSTEM PROFILE w 0 _ RAISE PLUMBING TO EXIT AT ELEVATION 19.70 (16"± RAISE) SEE SITE PLAN FOR PROPOSED GRADES ABOVE SYSTEM 4" sch 40 pvc 4" sch 40 pvc INVERT 19.70 proposed- -replumb 10' S=1/4" per ft. INVERT 19.50 PROVIDE 6" OF COVER CONSTRUCTION NOTES r 7 /' ,> l/" TOP OF PEASTONE = 19.0 —�- 3 6 S=1./8 /ft �2„ S= 1/4" per ft. B 1.03' 10" 14" N�� _ r ...: 0.5' t INVERT 18.72 EFFECTIVE DEPTH = 6" -�-' 4 0 INVERT 18.89 \_18.2 bottom INVERT 19.25 USE 3'-5" OF STONE ON SIDES & 1'-6" 4.5' 5 8' INVERT 18.70 OF STONE ON ENDS FOR A 9' X 60' X 6" I 0-QoX DEEP LEACHING AREA. highest observed water = 13.7' f� 10' 6" (on 5/18/95 & 5/19/95) 36' 2' 1' S6'-11" LEVEL LEVEL 9 CONTACTOR 75'S 1500 GALLON H-10 SEPTIC TANK SOIL EVALUATION LOG TEST DATE: May 18, 1995 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Bruce Murphy, CHO PERC RATE: < 2 min./in. (B layer) SOIL SURVEY: 1993, Scale -1:25,000 CdA -Carver coarse sand Excessively drained, poor filter GEOLOGIC MAP: 1986, Scale -1:100,000 Harwich outwash plain deposit FIRM: Flood Zone Al2 WATER LEVEL (USGS): April, Below normal HIGH WATER TABLE: 74" on 5/18 & 5/19 MIW29, zone A, April=2.2' PERVIOUS MATERIAL: Layers E, B, C1 & C2=5'-4" ze�Iu, SOIL EVALVATOR� - - - THIS- PLAN IS- VAL--ID--ONS IF --IT BEARS- AN-OPIjGINAL-ST-AMP-AND-SIGN-ATU CONTACT R. J. CADILLAC FOR CONSTRUCTION INSPECTION: [PER 310 CMR 15.021---(3)] 1. AFTER 5' REMOVAL & EXCAVATING FOR LEACH AREA --BEFORE PLACING STONE. 2. PRIOR TO BACKFILL. TEST HOLE 1 DEPTH (inches) 0 A layer 7.5yr 4/1 loamy sand Fill 2.5y 5/4 medium sand E layer 7.5yr 6/1 loamy sand B layer 5Y 5 8 loamy san 1 layer 7.5 r 6/8 medium and C 2 0 yr 7/6 medium sand observed water 4„ DESIGN DATA 14" BEDROOMS: 4 28" GARBAGE GRINDER: o REQUIRED CAPACITY: 44 GPD SEPTIC TANK SIZE: 1500 gallons k4� BOTTOM LEACHING AREA: 540 SF [9' X 60'] 50" SIDE LEACHING AREA: 69 SF [2(9' + 60) 0.5 deep] DESIGN CAPACITY: CD/SF] 0 GPD 74" [(540 SF + 69 SF) X .74 G 78" 18.7 4 /°, ..er DETAIL SHEET FOR SALVATORE PARGOLI, AT TRUSTEE LOT 2, 7 & 9 COURTLAND WAY, 5' REMOVAL ALL AROUND AND DOWN TO CONTACT R.J. CADILLAC PRIOR MAY 22, 1995 SCALE: ELEVATION 17.5±, OR LAYER E. SHOWN TO BACKFILL FOR INSPECTION. NOT TO SCALE FILL MATERIAL TO BE CLEAN GRANDULAR [PER 310 CMR 15.021 (3)] SAND MEETING SPECIFICATIONS OF 310CMR ALL CONSTRUCTION TO MEET ryry DIMENSIONS I-II�/LD 15,255(3). STATE SANITARY CODE AND TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS. IF UNSUITABLE SOILS, OR SOILS INSTALL PERFORATED SCH 35 OR 40 4" PIPE LEVEL FOR ENTIRE LENGTH DIFFERING FROM THE SOIL LOG OF CONTACTORS, PER MANUFACTURERS SPECIFICATIONS FOR AN EVEN ARE FOUND, CONTACT THE DISTRIBUTUION OF EFFLUENT. PIPE IS SUSPENDED EVERY 6.25'. CAP END. BOARD OF HEALTH AND R. J. CADILLAC. BUILD UP COVERS TO WITHIN ONE USE 2" MIN. OF DOUBLE WASHED 1/8" USE CLEAN DOUBLE WASHED FOOT OF FINAL GRADE, AND TO 1/2" PEASTONE ON TOP. 3/4" TO 1 1/2" STONE. MORTOR IN PLACE, IF APPLICABLE. 4" sch 40 pvc 1/) r 7 /' ,> l/" TOP OF PEASTONE = 19.0 —�- 3 6 S=1./8 /ft �2„ S= 1/4" per ft. B 1.03' 10" 14" N�� _ r ...: 0.5' t INVERT 18.72 EFFECTIVE DEPTH = 6" -�-' 4 0 INVERT 18.89 \_18.2 bottom INVERT 19.25 USE 3'-5" OF STONE ON SIDES & 1'-6" 4.5' 5 8' INVERT 18.70 OF STONE ON ENDS FOR A 9' X 60' X 6" I 0-QoX DEEP LEACHING AREA. highest observed water = 13.7' f� 10' 6" (on 5/18/95 & 5/19/95) 36' 2' 1' S6'-11" LEVEL LEVEL 9 CONTACTOR 75'S 1500 GALLON H-10 SEPTIC TANK SOIL EVALUATION LOG TEST DATE: May 18, 1995 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Bruce Murphy, CHO PERC RATE: < 2 min./in. (B layer) SOIL SURVEY: 1993, Scale -1:25,000 CdA -Carver coarse sand Excessively drained, poor filter GEOLOGIC MAP: 1986, Scale -1:100,000 Harwich outwash plain deposit FIRM: Flood Zone Al2 WATER LEVEL (USGS): April, Below normal HIGH WATER TABLE: 74" on 5/18 & 5/19 MIW29, zone A, April=2.2' PERVIOUS MATERIAL: Layers E, B, C1 & C2=5'-4" ze�Iu, SOIL EVALVATOR� - - - THIS- PLAN IS- VAL--ID--ONS IF --IT BEARS- AN-OPIjGINAL-ST-AMP-AND-SIGN-ATU CONTACT R. J. CADILLAC FOR CONSTRUCTION INSPECTION: [PER 310 CMR 15.021---(3)] 1. AFTER 5' REMOVAL & EXCAVATING FOR LEACH AREA --BEFORE PLACING STONE. 2. PRIOR TO BACKFILL. TEST HOLE 1 DEPTH (inches) 0 A layer 7.5yr 4/1 loamy sand Fill 2.5y 5/4 medium sand E layer 7.5yr 6/1 loamy sand B layer 5Y 5 8 loamy san 1 layer 7.5 r 6/8 medium and C 2 0 yr 7/6 medium sand observed water 4„ DESIGN DATA 14" BEDROOMS: 4 28" GARBAGE GRINDER: o REQUIRED CAPACITY: 44 GPD SEPTIC TANK SIZE: 1500 gallons k4� BOTTOM LEACHING AREA: 540 SF [9' X 60'] 50" SIDE LEACHING AREA: 69 SF [2(9' + 60) 0.5 deep] DESIGN CAPACITY: CD/SF] 0 GPD 74" [(540 SF + 69 SF) X .74 G 78" 18.7 4 /°, ..er DETAIL SHEET FOR SALVATORE PARGOLI, AT TRUSTEE LOT 2, 7 & 9 COURTLAND WAY, W. YARMOUTH, MA MAY 22, 1995 SCALE: AS SHOWN RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 13.7 P.O. BOX 258, WEST YARMOUTH, MA 02673 13.4 (508) 775-9700 PAGE 2 OF 2 (OVER)