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Home My WebLink AboutEngineered Plan - 2016INVERT ELEVATIONS: INDICATES N INVERT OUT SEPTIC TANK: 103.0 INVERT IN DIST. BOX: 102.57 INVERT OUT DIST. BOX: 102.4 INVERT IN LEACH CHAMBER: 102.0 0. HORIZON BOTTOM OF LEACH CHAMBER. 100.0 A ADJUSTED GROUND WA TER: N/A -G OBSERVED GROUND WATER: N/A 18- ----- BOTTOM OF TEST HOLE #1: 94.0 V. , 1 ( 1 I \ ( I I I I I \ I { 1 1 1 1 \ I I I \ I I I I I I I o ACCESS COVERS MUST BE WITHIN 9` MINIMUM. MIN 2- OF PEASTONE 6* OF FINISH GRADE 6' MAXIMUM COVER OR F I L TER FABRIC FIRST 2' TO BE LEVEL 4'vENT WITH CHARCOAL FILTER 18- MIN T3/4" - I 1/2" DIA. /03. / 02.4 2 ' �° DOUBLE WASHED STONE GAS 102.57 1X I 102.0 °o 100.0 BAFFLE 3 OUTLET 2-500 GAL LEACHING CHAMBERS EXISTING D -BOX W/4' STONE AROUND. 12.8'N x 25-I x 2'd 1000 GAL H-20 SEPTIC TANK, 6' CRUSHED STONE OR 1� COMPACTED BASE PROF I LE: NOT TO SCALE I I e l l 1 -4 I \ \ \ ppb I L �REM(�VAd I �4i/vo \\ 0'o o 9EE NOT 9. I 1 I 1 p 4y �0 NO I / / l !09.71 !{03.2 / / I \ J0 ty+111/-81 I o l 1 A P47N I / 0 16/.21 \ P4 401 D -B 0::.:\ 12-5001 GALLdN I \ EXISTING l LEAChING C1hAMB#'RS • • • :::::. , \ \ / PIT I Qy \ \ 1 W/4f STONE AROFND 1\ \ O5. ..... \ / 02.2 l l \\ \ \ l� 1 \ \ ry12.3 I I 1 +108.6\.....:...�.':.'$ 0 \ DESIGN CRITERIA DESIGN FLOW: 3 BEDROOMS AT 1/0 G.P.D. PER BEDROOM EQUALS 330 G.P.D. NO GARBAGE GRINDER SEPTIC TANK REQUIRED: 330 G.P.D. X 2001 - 660 GAL. SEPTIC TANK PROVIDED: 1000 GAL. EXISTING SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE C 5 M I N/ I NCH SOIL TEXTURAL CLASS - I EFFL UENT L OAD I NG RA TE - 0. 74 GPD/SF 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED PROVIDED: 2-500 GAL LEACHING CHAMBERS W/4' STONE AROUND, A-471 S.F. 471 S.F. x 0.74 - 348 G.P.D. SOIL TEST PIT DATA INDICATES INDICATES PERCOLATION = OBSERVED TEST - GROUNDWATER TP +1 -W 0. HORIZON TEXTURE COLOR 104.0 A LOAMY IOYR -G SAND 2/2 18- ----- ------- - -- 102.5 B LOAMY IOYR SAND 4/4 36' ----- - --- - - - --- 101.0 C / MED -COARSE IOYR SAND AND 5/8 GRAVEL SPOT ELEVATION 54- ....... 4 ; \\ QP I \ SECOND FLOOR PLAN 110- I NO WATER I 94.0 LAMP / / \ EXISTING I lo3\AEPTIC TANK\ DATE: MAY 18. 2016 ( I I I I \ / 1 I / TEST BY: STEPHEN HAAS WITNESSED BY: PHIL RENAUD By CORNER -BRICK _ _2LAMP I ----- Tk M1N/1NCH� - = L- I - � -•. - - _ EL -107.09- 1 o I \ A� L 0CUS MAP F_ L 0 T 32 2/.085± S.F. Permit valid for REPAIR OF SEPTIC S\'S'1'Fm ONLY, due to State and Local septic variances. Boar. of health review and approval i, required for an.future additions/renmmions/aIterations to se ;age facilities and/or structures/dwelling. 1a.rrtotith lichillt Department APOP (.)V EP,/,�A/ GENERAL NO TES : I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS SET, SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN J' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING ITH- STANDING H-20 WHEEL LOADS. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR APPROVED EQUAL. 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL -DIG-SAFE". 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR L OCA T I ON OF UNDERGROUND UTILITIES • 8. EXISTING LEACH PIT TO BE PUMPED DRY AND BACKF I L LED . 9. ALL UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. VARIANCES REQUIRED: TITLE 5, MAXIMUM FEASIBLE COMPLIANCE SECTION 15.22/:(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS THE TOP OF ALL SYSTEM COMPONENTS SHALL BE NO DEEPER THAN 36" BELOW GRADE, A VARIANCE IS REQUIRED FOR THE SAS TO BE BETWEEN 3' AND 6' DEEP. RECEIVED OCT 7 01016 HEALTH DEPT. Dati ✓ SSR T / C S YS 7E7M DE7S l ON 62 MERCHANT A VENUE . MAP l _27. PARCEL 30 YARMOUTHPORT. MA. PREPARED FOR: rzp 14 - PETER & VIRGINIA ,AUDINO SCALE : 1 a 20 ' SEPTEMBER 20, 2016 STEPHEN A. HAAS ENGINEERING, INC P . O . Box 16 South Denn i s MA 02660 ( 508 ) 362-8132 J 0 JOB NO: 16-026 LEGEND ® CB CONCRETE BOUND -W WATER L I NE 4 HYDRANT -G GAS LINE OHW- OVER HEAD WIRES LIGHT POST E- UNDERGROUND ELECTRIC LINE CATCH BASIN -T- UNDERGROUND TELEPHONE LINE -CTV- UNDERGROUND CABLEVISION LINE +40.4 SPOT ELEVATION 0 /0 20 40 - .----40------- EXISTING CONTOUR 40 PROPOSED CONTOUR GENERAL NO TES : I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS SET, SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN J' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING ITH- STANDING H-20 WHEEL LOADS. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR APPROVED EQUAL. 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL -DIG-SAFE". 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR L OCA T I ON OF UNDERGROUND UTILITIES • 8. EXISTING LEACH PIT TO BE PUMPED DRY AND BACKF I L LED . 9. ALL UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. VARIANCES REQUIRED: TITLE 5, MAXIMUM FEASIBLE COMPLIANCE SECTION 15.22/:(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS THE TOP OF ALL SYSTEM COMPONENTS SHALL BE NO DEEPER THAN 36" BELOW GRADE, A VARIANCE IS REQUIRED FOR THE SAS TO BE BETWEEN 3' AND 6' DEEP. RECEIVED OCT 7 01016 HEALTH DEPT. Dati ✓ SSR T / C S YS 7E7M DE7S l ON 62 MERCHANT A VENUE . MAP l _27. PARCEL 30 YARMOUTHPORT. MA. PREPARED FOR: rzp 14 - PETER & VIRGINIA ,AUDINO SCALE : 1 a 20 ' SEPTEMBER 20, 2016 STEPHEN A. HAAS ENGINEERING, INC P . O . Box 16 South Denn i s MA 02660 ( 508 ) 362-8132 J 0 JOB NO: 16-026