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Home My WebLink About3 Rogia Road Site Plan of Landi Jf - 3 OUTLET 3-500 GAL LEACHING CHAMBERS \(J/ D -BOX W/4' STONE AROUND.2. 1 8's x 33.5'1 x 2'd 1500 GAL SEPTIC TANK 6 CRUSHED STONE OR COMPACTED BASE PROF I L E: NOT TO SCALE 919 :i ------------------ RoclJ4. ROAD GL . t SLUESTONE SURFACE - -`---- - - - - -- t..•._-y----------------------------.� .- - - - - -_ -'' 44 R -r "- HYD TAG BOLT EL -,02.]4 S 89' 6'00'E 126.05' _ BM. CB/DH FMD G 3-500 GALLON EL -100.71 o_ LEACHING CHAMBERS o P 3j _ r \ TP*2 II/4' STONE AROUND 2 GARAGE i q�,'PROPOSCD FOUR-BEDROOM RE SER VF - '•�".} .'' F ' BO a Box FL --,1102.0 L O T 4 W i TPrt � 1500 GAL /op' .4t.. w.. SEPTIC TANK I&901± $,F. Q 919 :i L OCUS MAP s1 INVERT EL E VA T I ONS . DESIGN CRITERIA: INVERT AT BUILDING: 97.6 DESIGN FLOW: INVERT IN SEPTIC TANK: 97,4 4 BEDROOMS AT 110 G, P. D. PER INVERT OUT SEPTIC TANK: 97,15 BEDROOM EQUALS 440 G.P.D. INVERT IN DIST. BOX., 97.1 INVERT OUT DIST. BOX: 96,93 NO GARBAGE GRINDER INVERT IN LEACH CHAMBER: 96.5 SEPTIC TANK REQUIRED: BOTTOM OF LEACH CHAMBER: 94.5 440 G.P.D. X 200 - 880 GAL. ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED:. 1500 GAL. MIN. OBSERVED GROUND WATER: N/A BOT, OM OF TEST HOLE •1: 89.5 SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE - 0.74 GPO/SF N440 GPD / 0.74 GPD/SF - 595 S.F, REQUIRED PROVIDED: 3-500 GAL LEACHING CHAMBERS W/4' STONE AROUND, A-614 S.F. j614 S.F. x 0.74 - 454 G.P.D. i SOIL TEST PIT DATA® INDICATES _ IV INDICATES PERCOLATION = OBSERVED 666444 TEST GROUNDWATER TP *1 TP •2 O. HORIZON TEXTURE COLOR 99.5 0' HORIZON TEXTURE COLOR /00.1 A LOAMY IOYR A LOAMY IOYR SAND 3/3 SAND 3/3 !2' 98.5 12" 99.1 7 LOAMY IOYR p LOAMY IOYP l7 SANO 5/8 L7 SAND ..., 51 8 32" _.._..... .. .. ........... _ ...... 96.8 34 �__., .... _ _ ._,... 97.3 C , MEDIUM IOYR G MEDIUM IOYR SAND AND 4/6 SAND AND 4/6 - GRAVEL -E GRAVEL - NO WATER 89.5 120" 1 DATE: JULY 1. 2004 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE 2 M!N/I CH NO KA 90. 1 GENERAL NOTES: - 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCHMARKS SET, SEE SITE PLAN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.F.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS, 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL "DiG-SAFE 1-C21i-D,G SAFE A":D "HE LOCAL C';TE1; DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. NO DETERMINATION HAS BEEN MADE AS TO - COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS.- SPECIAL - PERMITS. VARIANCES ETC. FOR THIS PROJECT. 9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SO!L CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. � l N r ' -. /� / ..� ! 5 / TE_ F' L_ ,4 /V O /r- L,4 N D p�0 ROG / A ROAD. "AP ® A��q PREPARES FOR LEGEND' 11 -1 8 TEE WAY. SOUTH YARMOUT.A-y', ,MMA 0266.4 In CB CONCRETE BOUND S CA LE- / - .20 JA N C 1 A R Y 2-5. 2 0 0 5 -W- WATER L INE REVISED: APRIL 27. 2005 O HYDRANT OHW GAS LINE EACL E �UR�/EY I (AJC , f NC - OHW- OVEP HEAD WIRES '' F LIGHT POST/ 1, 323 Flo u t o 6A -E- UNDERGROUND ELECTRIC LINE F,,� == Ya rrno u t ±n p or t MA 02675 -T- UNDERGROUND TELEPHONE LINE �-, �� ; 508 362-81 32 j �1 i , ( 5UE3� 432-5333 -DTV- UNDERGROUND CABLfV1SlON LINE `t/ : +40.4 SPOT ELEVATION "40-- EXI5TING CONTOUR 40; PROPOSED CONTOUR - JOB NO: 04-063 FIELD:CFN1/EEK CALC: S.4H/C {Y CHECK CFW DRN SAH LJ 44 G O _ r \ > 2 GARAGE i q�,'PROPOSCD FOUR-BEDROOM .'' DUELLING• RTF - 102-.5. BO FL --,1102.0 , .- '- _. ,,, .4t.. w.. Q .- 35' .36 _ 1 9t3, 4 t - Pj 1419 _ 4 f o+ 9..5 r I'ON. BM. CBIDHFM .L•BYD.H FNP - N 89°46'00`W 146.05 ,-`� I EL•9R:50 i L OCUS MAP s1 INVERT EL E VA T I ONS . DESIGN CRITERIA: INVERT AT BUILDING: 97.6 DESIGN FLOW: INVERT IN SEPTIC TANK: 97,4 4 BEDROOMS AT 110 G, P. D. PER INVERT OUT SEPTIC TANK: 97,15 BEDROOM EQUALS 440 G.P.D. INVERT IN DIST. BOX., 97.1 INVERT OUT DIST. BOX: 96,93 NO GARBAGE GRINDER INVERT IN LEACH CHAMBER: 96.5 SEPTIC TANK REQUIRED: BOTTOM OF LEACH CHAMBER: 94.5 440 G.P.D. X 200 - 880 GAL. ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED:. 1500 GAL. MIN. OBSERVED GROUND WATER: N/A BOT, OM OF TEST HOLE •1: 89.5 SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE - 0.74 GPO/SF N440 GPD / 0.74 GPD/SF - 595 S.F, REQUIRED PROVIDED: 3-500 GAL LEACHING CHAMBERS W/4' STONE AROUND, A-614 S.F. j614 S.F. x 0.74 - 454 G.P.D. i SOIL TEST PIT DATA® INDICATES _ IV INDICATES PERCOLATION = OBSERVED 666444 TEST GROUNDWATER TP *1 TP •2 O. HORIZON TEXTURE COLOR 99.5 0' HORIZON TEXTURE COLOR /00.1 A LOAMY IOYR A LOAMY IOYR SAND 3/3 SAND 3/3 !2' 98.5 12" 99.1 7 LOAMY IOYR p LOAMY IOYP l7 SANO 5/8 L7 SAND ..., 51 8 32" _.._..... .. .. ........... _ ...... 96.8 34 �__., .... _ _ ._,... 97.3 C , MEDIUM IOYR G MEDIUM IOYR SAND AND 4/6 SAND AND 4/6 - GRAVEL -E GRAVEL - NO WATER 89.5 120" 1 DATE: JULY 1. 2004 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE 2 M!N/I CH NO KA 90. 1 GENERAL NOTES: - 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCHMARKS SET, SEE SITE PLAN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.F.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS, 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL "DiG-SAFE 1-C21i-D,G SAFE A":D "HE LOCAL C';TE1; DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. NO DETERMINATION HAS BEEN MADE AS TO - COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS.- SPECIAL - PERMITS. VARIANCES ETC. FOR THIS PROJECT. 9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SO!L CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. � l N r ' -. /� / ..� ! 5 / TE_ F' L_ ,4 /V O /r- L,4 N D p�0 ROG / A ROAD. "AP ® A��q PREPARES FOR LEGEND' 11 -1 8 TEE WAY. SOUTH YARMOUT.A-y', ,MMA 0266.4 In CB CONCRETE BOUND S CA LE- / - .20 JA N C 1 A R Y 2-5. 2 0 0 5 -W- WATER L INE REVISED: APRIL 27. 2005 O HYDRANT OHW GAS LINE EACL E �UR�/EY I (AJC , f NC - OHW- OVEP HEAD WIRES '' F LIGHT POST/ 1, 323 Flo u t o 6A -E- UNDERGROUND ELECTRIC LINE F,,� == Ya rrno u t ±n p or t MA 02675 -T- UNDERGROUND TELEPHONE LINE �-, �� ; 508 362-81 32 j �1 i , ( 5UE3� 432-5333 -DTV- UNDERGROUND CABLfV1SlON LINE `t/ : +40.4 SPOT ELEVATION "40-- EXI5TING CONTOUR 40; PROPOSED CONTOUR - JOB NO: 04-063 FIELD:CFN1/EEK CALC: S.4H/C {Y CHECK CFW DRN SAH LJ