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Home My WebLink AboutEngineered Plan - 2008ACCESS COVERS MUST BE WITHIN INSPECTION 6' OF FINISH GRAD PORT 106.09 FIRST ? ' TO �� BE LEVEL T cis 13.45 u \ 102.8 j"11 ou" I 110* 10 III 11r.%F l 0 / . IAFFLE l Q ' 97 102.71 3 OUTLET 5 HIGH CAPACITY INFILTRATOR x 0 -BOX CHAMBERS W/3.5't STONE AROUND 1500 GAL 10'r x 38'1 x /O'd SEPTIC TANK 6- CRUSHED STONE OR COMPACTED BASE PROF I L E: NOT TO SCALE I SECOND FLOOR PLAN cil"tC?U.'vi ' .Y Egj TAGS 9' MINIMUM. 3' MAXIMUM COVER MIN 2' OF.PEASTONE 3/4' - 1 1/2' DIA. DOUBLE WASHED STONE ■ CB -W O -G OHW- -E- - T---- -CTV- + 40.4 40 - INVERT ELEVATIONS. INVERT l 104.0 INVERT IN SEPTIC TANK: 103.7 INVERT OUT SEPTIC TANK: „ INVERT /N DIST. BOX: 102.97 LVCUS OUT DIST. BOX: 102.8 INVERT LENTS "Y 102.73 BOTTOM OF LEACH CHAMBER: 101.9 AD.IUS TED GROUND WA TER : 96.9 OBSERVED GROUND WATER: 96.6 ORS' NANTUCKET SOUND LOCUS MAP 26-1 SECOND FLOOR PLAN cil"tC?U.'vi ' .Y Egj TAGS 9' MINIMUM. 3' MAXIMUM COVER MIN 2' OF.PEASTONE 3/4' - 1 1/2' DIA. DOUBLE WASHED STONE ■ CB -W O -G OHW- -E- - T---- -CTV- + 40.4 40 - INVERT ELEVATIONS. INVERT AT BUILDING: 104.0 INVERT IN SEPTIC TANK: 103.7 INVERT OUT SEPTIC TANK: 103.45 INVERT /N DIST. BOX: 102.97 INVERT OUT DIST. BOX: 102.8 INVERT IN LEACH CHAMBER: 102.73 BOTTOM OF LEACH CHAMBER: 101.9 AD.IUS TED GROUND WA TER : 96.9 OBSERVED GROUND WATER: 96.6 BOTTOM OF TEST HOLE •l: 96.3 INDEX WELL M I W 29. ZONE A APRIL 08 READING -7.7'. ADJ-1.3' USE A 0.3' ADJUSTMENT FOR DESIGN Permit valid for REPAIR OF SEPTIC SYSTEM DNLY, due to State and Local septic variances. Board of Health review and approval is required For any future additions/renovations/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department > APPROVED CONCRETE BOUND WATER L I NE HYDRANT GAS LINE OVER HEAD WIRES LIGHT POST UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLEV/SION LINE SPOT ELEVATION EXISTING CONTOUR Date DESIGN CRITERIA DESIGN FLOW: 3 BEDROOMS AT 1/0 G.P.D. PER BEDROOM EQUALS 330 G.P.D. NO GARBAGE GRINDER SEPTIC TANK REQU I RED : 330 G.P.D. X 200% - 660 GAL. SEPTIC TANK PROVIDED: 1500 GAL. MIN. SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE ( 5 M/ N/ I NCH SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED PROVIDED: 5 HIGH CAPACITY INFILTRATOR CHAMBERS W/3.5'1 STONE AROUND. A-460 S.F. 460 S.F. x 0.74 - 340 GPD SOIL TEST PI T DA TA s IND / CA TES �_ I ND ICA TES PERCOLATION OBSERVED TEST GROUNDWATER 48' 77' 80' DATE: APRIL 30. 2008 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH FLON GENERAL NOTES: 1. THIS PLAN /S FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERT/CAL DATUM /S ASSUMED. FOR BENCH MARKS SET, SEE SITE PLAN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEAL TH 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 /TH- 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 'OIG -SAFE'. 1 -888 -DIC -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. EXISTING CESSPOOLS TO BE PUMPED DRY AND BACKFILLED. 142.2 9. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) 100.8 ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE /0. TH7INVERT T THE DWELL/NG TO BE RA/SED TO THE ELOWN. 96.6 96.3 tAl CLA. t"��VL t11 Oaf CNIL No. 35461 VARIANCES REQUIRED: 2-3TITLE 5. MAXIMUM FEASIBLE COMPLIANCE S SECTION /5.211:(1) MINIMUM SETBACK DISTANCES /0' I S REQU I RED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE. 7' IS PROVIDED. A 3' VARIANCE IS REQUESTED. SEPT/C SYSTEM DES /G/\� 9 HER / TA GE DR / VE . MA P / 7 . PA R CEL 23 WE S T YA R MO v TH "A . PRE -PARED F -OR : ALV/N CULLER SCAL E : / " - 20' MA Y 20. 2008 EAGLE SURVEYING, INC 923 Route 6A Yarmouthport MA 026 p 0W IA ( 508) 362-8115 ( 508) 432-53 3jU 4 q 4 20 HFAI -FH DE1. TP •l 0' HORIZON TEXTURE COLOR A LOAMY IOYR 0 I0 PO 40 a SAND 3/3 /01- CHECK: .. ........ ..... ..... SAH B LOAMY IOYR SAND 4/6 26-1 � �.. •.. ,. . ., .. Y ,. .. .. ;w. t. ..,.. _ e:.. ,., ' .� ;• , .�.-. .. .. ..9�f -'P , . ,. ... a h., ".• :..: .- .... ':. . °X ....`^111.@:r ��.�` _ �t..... .... .:.... '., r. :✓y. . •i .. w'. � 4 t ).: ,-. .... _.. ,.✓.�°i..% 1. A"."h�. „d�.�. .a �#, ... .. k., "'' �:. .. uu .. +LT We , - C / MEDIUM IOYR .. .. ... �• , .. _. ... .. .. .'41V!i; ....w. r..a tl�d :�.a�.' m;fs(e,W:.:- .i, . _.. r. .. �'Hn.x .. ... .-,�•hMa..i ..Y" ...^, a'i^�. . .. .. �w. ,.. �� h .. .. ..c�#^...r," ��'•., 'r Y�,.f'r'^s .,S..3��, .5 .:.'t y _ ...:� �••s , � t a1dGu .a.ti _ Tn-'KL.. "9�.�+2�}.`r,...A� 1>�vz. > :.» _._ ^S'x.,- -n 'S1*.... . _ � i�AMVafiCY+�i>•.. V'��+"tTfx. ,i...w.t' . . a. t.w, i. . SAND 5/6 48' 77' 80' DATE: APRIL 30. 2008 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH FLON GENERAL NOTES: 1. THIS PLAN /S FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERT/CAL DATUM /S ASSUMED. FOR BENCH MARKS SET, SEE SITE PLAN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEAL TH 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 /TH- 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 'OIG -SAFE'. 1 -888 -DIC -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. EXISTING CESSPOOLS TO BE PUMPED DRY AND BACKFILLED. 142.2 9. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) 100.8 ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE /0. TH7INVERT T THE DWELL/NG TO BE RA/SED TO THE ELOWN. 96.6 96.3 tAl CLA. t"��VL t11 Oaf CNIL No. 35461 VARIANCES REQUIRED: 2-3TITLE 5. MAXIMUM FEASIBLE COMPLIANCE S SECTION /5.211:(1) MINIMUM SETBACK DISTANCES /0' I S REQU I RED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE. 7' IS PROVIDED. A 3' VARIANCE IS REQUESTED. SEPT/C SYSTEM DES /G/\� 9 HER / TA GE DR / VE . MA P / 7 . PA R CEL 23 WE S T YA R MO v TH "A . PRE -PARED F -OR : ALV/N CULLER SCAL E : / " - 20' MA Y 20. 2008 EAGLE SURVEYING, INC 923 Route 6A Yarmouthport MA 026 p 0W IA ( 508) 362-8115 ( 508) 432-53 3jU 4 q 4 20 HFAI -FH DE1. PROPOSED CONTOUR 0 I0 PO 40 a JOB NO: 08-024 F / EL D: CFW/EEK CA L C : SAM/CFW CHECK: CFW DRN : SAH ,.pyyg�:. � �.. •.. ,. . ., .. Y ,. .. .. ;w. t. ..,.. _ e:.. ,., ' .� ;• , .�.-. .. .. ..9�f -'P , . ,. ... a h., ".• :..: .- .... ':. . °X ....`^111.@:r ��.�` _ �t..... .... .:.... '., r. :✓y. . •i .. w'. � 4 t ).: ,-. .... _.. ,.✓.�°i..% 1. A"."h�. „d�.�. .a �#, ... .. k., "'' �:. .. uu .. +LT We , - - <. sfii... .:. _ ..&M' '.. . a. v5 .. .. ... �• , .. _. ... .. .. .'41V!i; ....w. r..a tl�d :�.a�.' m;fs(e,W:.:- .i, . _.. r. .. �'Hn.x .. ... .-,�•hMa..i ..Y" ...^, a'i^�. . .. .. �w. ,.. �� h .. .. ..c�#^...r," ��'•., 'r Y�,.f'r'^s .,S..3��, .5 .:.'t y _ ...:� �••s , � t a1dGu .a.ti _ Tn-'KL.. "9�.�+2�}.`r,...A� 1>�vz. > :.» _._ ^S'x.,- -n 'S1*.... . _ � i�AMVafiCY+�i>•.. V'��+"tTfx. ,i...w.t' . . a. t.w, i. .