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Home My WebLink About0 Willow Street - Cape Light Compact - Septic System Design 2.I IY. r= ALc.css' LOYtNS A401 BE WITHIN 6' OF FIN/SN.?AD . FIRST 2' TO i BE LEVEL7 MIN'2' OF PEASTONE7 VENT / Il re• V PIAN pipe i r 10'F31.5 3/4' - 1 1/2' DIA. �� 7 WASHED STONE ?611 T 9 HIGH CAPACITY INFILTRATOR 1500 GAL CHAMBERS W/J.5'+ STONE AROUND SEPTIC TANK 10'r X 63'1 X l0 -d ;t IEXISTINGI CRUSHED STONE BASE PROF l L E: NOT TO SCALE BOTTOM OF TEST HOLE el: 25.3 GENERAL NO TES : 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. ?. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND rrt ..an+ •.!•_c rt THF.CFPTIC SYSTFM SHALL CONFORM TO MASS. D. Ei. P. TITLE 5 AhD LOCAL BOARD OF HEALTH RECULATIONS. 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 AD OR APPROVED EQUAL. 6. BEFORE CONSTRUCTION CALL 'DIO-SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 7. EXISTING LEACH PIT TO BE ABANDONED. THE LOCATION AND ELEVATION OF THE D -BOX 15 TO BE VERIFIED AND ADJUSTED IF REOUIRED. LOT If 43594 1 S.F. N 0 NIeH CAPACITY } ' IWILT"ret CWxRERe , Iq.d • enm ARC" Js. Y1' 'CATCH "Six RIM - J4." LOCUS MAP i ,. � V, R}t1 . 1 ! r� ° S t ' a " r { '�•..W . P'a f.'•• 4 .:w' 1H K 1 h �' i '.sj' '. i �. Fi';`t. t. r•. C� 'r �r.l' ,/ �.3�.;' Yf f S t�.:.. tl.f 'rt''a 4A: •al ?{'.`•�,$��,y� S .. .x+y. C t.+n ••':4, ray(.. ,yy �.v,. +.,4 '. •l �_.,�•,(4..r a:dj p.. r, ,.b ri i`.rl "'l !F3 i"$•, l4Jii.':Cn .,' �': y:�:�.! 'pI.�l-,`�r}2�.• `�R.�l. J[±, .<t er2 '•'.f..�'+�.�,?,ir"., .. c.ya': .�,.^\:N�,,JJJ P. rJ�yj [yam. J .t?1ii'� .�✓prp�!. -{. i�'.t. Iv�y, J'r"�..4�I.'•}�.L+�R._I�H.. ..r, �.. y .. ��'�.�•/�i''J'9-��L!•.�IRb ��iB�l� .. �Y`il'.Y. �f�{�'...11T'•...'-f r' r JT.4 l i 1 1 1 1 1 1 q T PIT 6736. e •': LEACH PIT D-IOX If + / i �ExISTINO / SEPTIC TALAR IN Ce/m EL -N.0/ IV 1`5 HAAS / No. NIL 61+ GiECLUmED rlAL MAY 2 1 1998 N_dAITH DEPT. 51Z I SEP T/ C S TS TEM OE S I G 404 MA /N STREET. MAP / / O. PARCEL L YARMOUTh'POR i, "A .' P .SSpOF PREPfIREO FOR PA UL A N T O NEL L/ S 0..29M SCA IL 4E-: / — 20 MA Y 20 EAGLE SUF'VEY I NG , 1 N 923 Route Yarmouthport MA. 026 • _. /I �• ,t "`� X508) 362-81 r X508) 432-53 too' •l0'"'320..• 40 1 JOB NO: -98-057 FIELD'CFWIEEK CALC{ SAH/CFW CHECK: CFWGRN: SAH • ti '.r•/: :[ '.:, } 1• i t a �. t C 6. ., 2to; '�+ ,L.•'i ti.` f' .11:. '1. .+ti's•. �', �. i;`:i' r wi. +i♦.Y^ , ..,�R :y .ii t �.''i" i+•r t' � „n,, 1„ .a. .e. �.. L . W q.d.a :. T. .!-{ .q, .6., .n .a....ty- �:{yr .r. t. .✓ �C'r ..n ..tri. �}.. .. J. 0 y' 'Y' 4 � •M MY ..CY :r' t-: ::fi• . ':t 't ti J 'n +'f f:� ,� y .' 5Th• y. . .;• Y �-♦p', ":%" vt fes: ,?�! -M.kC�� _I ' a . utsivly GK,I It: KIILA : DESIGN FLOWr S BEDROOMS AT Ifo G.P D PER BEDROOM EQUALS 550 O P Di` No GARBAGE GRINDER SEPTIC TANK REQUIRED: 550 B.P.D. X 200M - 1100 GAL. SEPTIC TANK PROVIDED: 1500 GAL. PEXIS SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE !'5 MIN/INCH SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE-- 0.74 GPD/SF 550 GPD / 0.74 GPD/SF.-,743-S,F. REOU PROVIDED: 9 HIGH CAPACITY INFILTRATOR CHAMBERS, W/ai:5't STONE AROUND. A-752 752 S. F. x 0.74 - 556 O.P.D. SOIL TES T PIT DAT INDICATESy INDICATES PERCOLATION . = OBSERVED TEST GROUNDWATE TP o! 0. 'HORIZON TEXTURECOLOR 36 LOAMY IOYR SAND J/4 /6' .......................................... 3S D LOAMY IOYR O SAND 5/6 32' SAND............2. SY IF. 34 C / MED -FINE 2.SY r 60 72- .......... i.......... ..y.. JO y.:i-r-_._r.a.-�idrC�' -teS. i-.A�-.irE6ltAY .- �•^n.Y.:r .= l� L SAND 6/4 1381 NO WATER 25 DATE: MAY IJ. I998 TEST BY: STEPHEN HAAS WITNESSED BY: COLEEN PERC RATE: ! 2 MIN/INCH INVERT ELEVATIONS: INVERT 1N SEPTIC TANK: _33.75_ ?INVERT OUT SEPTIC TANK: 33.5 INVERT IN DIST. BOX: 33.1 INVERT OUT DIST. BOX: 32.93 INVERT IN LEACH CHAMBER: 32.3 BOTTOM OF LEACH CHAMBER: J!,5 ADJUSTED GROUND WATER: N/A OBSERVED GROUND WATER: N/A BOTTOM OF TEST HOLE el: 25.3 GENERAL NO TES : 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. ?. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND rrt ..an+ •.!•_c rt THF.CFPTIC SYSTFM SHALL CONFORM TO MASS. D. Ei. P. TITLE 5 AhD LOCAL BOARD OF HEALTH RECULATIONS. 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 AD OR APPROVED EQUAL. 6. BEFORE CONSTRUCTION CALL 'DIO-SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 7. EXISTING LEACH PIT TO BE ABANDONED. THE LOCATION AND ELEVATION OF THE D -BOX 15 TO BE VERIFIED AND ADJUSTED IF REOUIRED. LOT If 43594 1 S.F. N 0 NIeH CAPACITY } ' IWILT"ret CWxRERe , Iq.d • enm ARC" Js. Y1' 'CATCH "Six RIM - J4." LOCUS MAP i ,. � V, R}t1 . 1 ! r� ° S t ' a " r { '�•..W . P'a f.'•• 4 .:w' 1H K 1 h �' i '.sj' '. i �. Fi';`t. t. r•. C� 'r �r.l' ,/ �.3�.;' Yf f S t�.:.. tl.f 'rt''a 4A: •al ?{'.`•�,$��,y� S .. .x+y. C t.+n ••':4, ray(.. ,yy �.v,. +.,4 '. •l �_.,�•,(4..r a:dj p.. r, ,.b ri i`.rl "'l !F3 i"$•, l4Jii.':Cn .,' �': y:�:�.! 'pI.�l-,`�r}2�.• `�R.�l. J[±, .<t er2 '•'.f..�'+�.�,?,ir"., .. c.ya': .�,.^\:N�,,JJJ P. rJ�yj [yam. J .t?1ii'� .�✓prp�!. -{. i�'.t. Iv�y, J'r"�..4�I.'•}�.L+�R._I�H.. ..r, �.. y .. ��'�.�•/�i''J'9-��L!•.�IRb ��iB�l� .. �Y`il'.Y. �f�{�'...11T'•...'-f r' r JT.4 l i 1 1 1 1 1 1 q T PIT 6736. e •': LEACH PIT D-IOX If + / i �ExISTINO / SEPTIC TALAR IN Ce/m EL -N.0/ IV 1`5 HAAS / No. NIL 61+ GiECLUmED rlAL MAY 2 1 1998 N_dAITH DEPT. 51Z I SEP T/ C S TS TEM OE S I G 404 MA /N STREET. MAP / / O. PARCEL L YARMOUTh'POR i, "A .' P .SSpOF PREPfIREO FOR PA UL A N T O NEL L/ S 0..29M SCA IL 4E-: / — 20 MA Y 20 EAGLE SUF'VEY I NG , 1 N 923 Route Yarmouthport MA. 026 • _. /I �• ,t "`� X508) 362-81 r X508) 432-53 too' •l0'"'320..• 40 1 JOB NO: -98-057 FIELD'CFWIEEK CALC{ SAH/CFW CHECK: CFWGRN: SAH • ti '.r•/: :[ '.:, } 1• i t a �. t C 6. ., 2to; '�+ ,L.•'i ti.` f' .11:. '1. .+ti's•. �', �. i;`:i' r wi. +i♦.Y^ , ..,�R :y .ii t �.''i" i+•r t' � „n,, 1„ .a. .e. �.. L . W q.d.a :. T. .!-{ .q, .6., .n .a....ty- �:{yr .r. t. .✓ �C'r ..n ..tri. �}.. .. J. 0 y' 'Y' 4 � •M MY ..CY :r' t-: ::fi• . ':t 't ti J 'n +'f f:� ,� y .' 5Th• y. . .;• Y �-♦p', ":%" vt fes: ,?�! -M.kC�� _I ' a . utsivly GK,I It: KIILA : DESIGN FLOWr S BEDROOMS AT Ifo G.P D PER BEDROOM EQUALS 550 O P Di` No GARBAGE GRINDER SEPTIC TANK REQUIRED: 550 B.P.D. X 200M - 1100 GAL. SEPTIC TANK PROVIDED: 1500 GAL. PEXIS SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE !'5 MIN/INCH SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE-- 0.74 GPD/SF 550 GPD / 0.74 GPD/SF.-,743-S,F. REOU PROVIDED: 9 HIGH CAPACITY INFILTRATOR CHAMBERS, W/ai:5't STONE AROUND. A-752 752 S. F. x 0.74 - 556 O.P.D. SOIL TES T PIT DAT INDICATESy INDICATES PERCOLATION . = OBSERVED TEST GROUNDWATE TP o! 0. 'HORIZON TEXTURECOLOR 36 LOAMY IOYR SAND J/4 /6' .......................................... 3S D LOAMY IOYR O SAND 5/6 32' SAND............2. SY IF. 34 C / MED -FINE 2.SY r 60 72- .......... i.......... ..y.. JO y.:i-r-_._r.a.-�idrC�' -teS. i-.A�-.irE6ltAY .- �•^n.Y.:r .= l� L SAND 6/4 1381 NO WATER 25 DATE: MAY IJ. I998 TEST BY: STEPHEN HAAS WITNESSED BY: COLEEN PERC RATE: ! 2 MIN/INCH