Loading...
App# 5-A0705 top of ridge - 2< t-I-ZUN I ELEVATION A 1/4" =1'-a" o DRAW TRLE EXTERIOR ELEVATIONS �13MaO DATE SCALE r05 AS NOTED NOTED i� ANDY and SHAUNA BALER 48 Macomber Road, Yarmouth ort, Ma HOME OFFICE Log System I COUNTRY LOG HOMES n 79 Clayton Rd, Ashley Falls, MA 01222 I'' "1 v+ o DRAW TRLE EXTERIOR ELEVATIONS �13MaO DATE SCALE r05 AS NOTED NOTED i� ANDY and SHAUNA BALER 48 Macomber Road, Yarmouth ort, Ma HOME OFFICE Log System I COUNTRY LOG HOMES n 79 Clayton Rd, Ashley Falls, MA 01222 I'' "1 LEFT ELEVATION D 1/4" = 1'-0" op of ridge - 23'-6 5/6" 5) dormer plate - 17'-6" log plate - 11'-0" 2nd fir joist -10'-0" �o porch plate - 7'-6" t subfloor - 0'-0" o DnAwm E EXTERIOR ELEVATIQNS ODATE SCALE aol 13Mar05 AS NOTED ANDY and SHAUNA BALER 48 Macomber Road, Yarmouth ort, Ma HOME OFFZij Log System III COUNTRY LOG HOMESiAldl 79 Clayton Rd, Ashley Falls, MA 01222 T (AIP- HELEVATION B1'-0" YqR�, 4apRp pkn�vn,/M/TT�F r n 7Z R ° "n"� EXTERIOR ELEVATIQNS ofDATE SCALE DHWN: 13Mar05 AS NOTED ANDY and SHAUNA BALER 48 Macomber Road, Yarmouthport, Ma� HOME OFFICE Log System I COUNTRY LOG HOMES 79 Clayton Rd, Ashley Falls, MA 01929 5) top of ridge • 19'-1( logplate l°g � porch h p� S subfloor - 0'-0" C REAR ELEVATION 1/4" = 1'-0" DRAW TIIIE EXTERIOR ELEVATIQNS. O DATE SCALE DRWN: 0 13Mar05 AS NOTED ANDY and SHAUNA BALER 48 Macomber Road, Yarmouthport, Ma HOME OFFICE Log System I COUNTRY LOG HOMES Fl 79 Clayton Rd, Ashley Falls, MA 01222 BENCHMM TOP OF CATCH BASIN IN STREET ELEV. 7'4 20 FT, h TOP OF FOUNDATION 10 FT. MINIMUM ELEV. _ 17.10 10 FT. MINIMUM CONCRETE COVERS T CELLAR SLAB BAS 4" CAST IRON PIPE AT EL 12.0 (OR H Q A) PER FTM ZABEL FILTER _.._ ._. ..... FLOW LINE _ ELEV. = 1073 -10" ° ° 0000❑O❑❑❑❑❑ ° TMIN. p I ELEV. = 9.60_ LEVEL ° ° 0000❑013❑0❑0 ° �. 8� ° ° ELEV. = BAFFLE ELEV. _ �_ SUMP ELEV. _ __9•? °° °° ❑ ❑ 0 ❑ ❑ ❑ ❑ 0 0 ❑ 0 2' 6 27-45" LOAMY SAN IO 5 6 NO 40-51" B LAM SAND 10YR8 6 NO H2O DISTRIBUTION ELEV. _ ° ° ❑❑❑❑❑❑❑❑❑❑❑ ° LIQUID OUTLET BOX 9.0 - ° ° ° ° ° I° ELEV. _ _ 7!0 _ 4 FEET 1TrF 4 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED H2O 45- 20 C COARSE SAND t0YR7 NO 51-12 C COARSE SAND 10 4 NO 5 FEET 19 INCHES IF MORE THAN ONE OUTLET .7 500 GALLON ORYWELLS WITH STONE 5 FEET 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE) IN ANT' X d"�"X T'TRENCN FORMATIOY ? WELL MIW 29 WATER ENCOUNTERED AT -10' ELEV. _ -_-1.a WATER ENCOUNTERED AT _�__ ELEV. 7 FEET 29 INCHES- ZONEA- 8 FEET 34 1NCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION in INDEX A n 10/04 " E�orzDe T�/ G, DOUBLE WASHED STONE ADJUST 2.2 LEGEND. DESIGN CALCULATIONS VEGET. F3TL1� FREE OF FINES & SILT SYSTEM (SAS) TOWN WATER- w - w - w - NUMBER OF BEDROOMS _3 }_ OFFICE�ART STUDIO were &ID �3 USGS PROBABLE WATER TABLE [LEV. -X12_ (USE MHW WATER SHUT-OFF. • • • •. • • GARBAGE DISPOSAL UNIT N0, NIII1illOWED SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (11 / 2 /04) ELEV. _ =_ LL- EL 2.0 WATER VALVUE• • • • • • • • • • • • • • TOTAL ESTIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ =1..0__ EL 2.0•) GAS LINE (110 GAL/BR./DAY X - BR.) �Ip GAL/DAY _ GAS METER . .. , .. © .. .. . REQUIRED SEPTIC TANK CAPACITY' _1500 GAL MIN. w<r��v9 f'xi TITLE 5 & B.O.H. VARIANCES RE UI D: GAS VALVE °0 SOIL ACTUAL SEPTIC TANK CAPACITY x,500 GAL �/ __ - .,..___ ELECTRIC LINE -c -e CLASSIFICATION RATE �_ MIN. INCH AY 1lS9 �,Vzg ,cot's .. . •" ' \ ELECTRIC METER • • • • • . • • ®' EFFLUENT LOADING RATE n 74_ GAL//DAY/S.F. VveTGftVP SECTION 15.211e- Q J SGrcvT^l�y-T 27,6 DISTANCE BETWEEN S.A.S & PROPERTY LINE ELECTRIC BOX ® LEACHING AREA o SQ. FT. 24.8 A9' VARIANCE REQUESTED ELECTRIC MANHOLE • • .. ®' „- '7'X S'2' I— //6"X 2!'= CATCH BASIN• �/ G CAPACITY 44 GAL/DAY LEACHIN C `f • '' (S)• • • GVUX 0.74 SECTION 15.211 CESSPOOL- • 44 eA" DISTANCE BETWEEN S.A.S & LEACH CATCH BASIN LEACH PIT • • • • • QQ RESERVE LEACHING CAPACITY GAL/DAY ALL AR o JN n J` A d' VARIANCE IS REQULS (ED CLEANOUT • • • • • • fYC•0• ' ' KO TES. piv/4ICC TG'D T� /2�J\ \ \ EXISTING SPOT ELEVATION • x 0.0 EXISTING CONTOUR -(O -O) - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P, TITLE 5 AND 3 AocF THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF S P o 7':a idpJ FINAL SPOT ELEVATION -lu rr®" ' SEWAGE. FINAL CONTOUR- 2, ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF (ryP`.J � 18 5 ` \ FLAGPOLE • • • • r• • • " .. FINISHED GRADE, `/27 54' \ \ ` - _ _ HYDRANT • • • .. • . . • •'�" "' ' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF LIGHTPOST >� "' " ' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF I /a PROPOS£Q, _ MANHOLE. 0 """' DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN n SA.S'- SEPTIC ��dJ� - OBS. WELL 10 FT. OF DRIVES OR PARKING AREAS. 3 �,x Ti 90.25' SEWER LINE- s -s - 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED s12.3 MN. e•0� _ IN PLACE. 191 - SEWER MANHOLE 1. a T / O 5. NO DETERMINATION. HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR SOIL TEST LOCATION. • . 0 ....... 1 8 ZONING REGULATIONS. OWNER APPLICANT IS TO OBTAIN SUCH \5 \ • fir• ; 7 G o O S SF TELEPHONES BOX • • • m ' • "' "' DETERMINATION FROM APPROPRIATE AUTHORITY. Ja' ';', is - •� � l5.6 {/G X174 r S-,� a �= UO«7�Z�� UTILITY POLE •• •..• •• �" ..' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO I CALL DIG SAFE AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO . Dp - t 'S� "OMMENCING WORK ON SITE. o l AIrN 2"f' 02' 7 2 Qi- 1. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE le' PA'OPOSELIIFAM/LY CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE TING SEPTIC 1ANK T.O.F. 17.0' DN'£LLING (EX/SANG BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. • I' � 1 .1 � X/SFovNai+TioN DRIVE - ► , N M TO B£ REMOVED TO.SLAB 9.76 (CELLAR) 12 - - TO BE REMOVED) 8 PARCEL IS IN FLOOD ZONE A4 EL 5. 8,B (1929 NC.I!D,) 9, LOT IS SHOWN ON -ASSESSORS MAP �3s_ AS PARCEL 90 ib -10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A 8 N 10.29' 9 MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE �1 ih 8.4,. I hJ ,(10) - REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255; (3) (LE, TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. I 8.3 12. A ZABEL A18D0 FILTER IS TO BE INSTALLED. BENCHMARK I g16C/� 7 g; ;._�7.B/ PROPERTY LINE. PROVIDE RING AS CATCH BASIN 2 L V c, BUILDING AN 1' a 3 CONTRACTOR TO SHO NEEDED TO PROTECT BU D''3 FNr� r.' j ✓ I 6.2 -STAKED SJ eAw BH LES 5 ST_il A 92 I. pAyrlO" T.f �C'/S'✓./ \5,5 $/<TAT/oN C3 flrL�@ .2 R1 A 5Y v Cvl. 7 A�' .i-C/u. TURF •, fi• Wv / T ,'' " 'C` :h. `jv . '. _ -, 5/ _ N% 'r . NO ) , APPROVED: BOARD OF HEALTH 9.4 64.5 q'z. \ - �,.c 4.6 ,.' ��\ DATE J�3246 AGENT 3.0 :.. :PROPOSED SEPTIC DESIGN / h� , FOR 17,6 oTt°SF/ �o `':.y ANDY BALER SET N E] 6.6 I 9.4 SOIL TEST d FROM CELLAR 2.4 DATE OF SOIL TEST SOIL TEST DONE BY 91AIJUR, SHORT. P,E, c SLAB OR OR CRAWL SPACE CLEAN SAND 4" PVC PIPE PAINTED / m •� i/ JECSfLD0 0 WITNESSED BY DAVID:FtAHERTY -_ LOAM AND SEED FLAT DARK GREEN OR BROWN WITH CARBON OBSERVATION HOLE 1 ELEV,=_s-DOBSERVATION HOLE 2 ELEV.=_ W�T1CiNI0 S< Jr�ic/T/ST } 4" SCHEDULE 4D PVC PIPE 1,6 SITE PLAN FILTER IS REQUIRED< PERCOLATION RATE 2-- MIN./INCH AT 48-60 _INCHES PERCOLATION RATE __ _ MIN./INCH AT. N_ INCHES 0 fi �Q �i 1� MIN. PITCH 1/8" PER FT. - 2" LAYER OF _< DEPTH HORIZ TEXTURE COLOR MOTT. OTHER_. DEPTH- HORIZ •TEXTURE COLOR- MOTT. OTHER - `�• 1/8' TO 1/2" f ""` eA� IVzwre 12.0 MAX, WASHED STONE '• { " FLoaD " MN. _FILL f 0_15. u NO. 0-244 NO H2O 10.00 rn 15-27' A LOAMY SAND 10YR4 2 NO 24-40' A LOAMY SAND IOYR4 2 NO _ ELEV. = 1073 -10" ° ° 0000❑O❑❑❑❑❑ ° TMIN. p I ELEV. = 9.60_ LEVEL ° ° 0000❑013❑0❑0 ° �. 8� ° ° ELEV. = BAFFLE ELEV. _ �_ SUMP ELEV. _ __9•? °° °° ❑ ❑ 0 ❑ ❑ ❑ ❑ 0 0 ❑ 0 2' 6 27-45" LOAMY SAN IO 5 6 NO 40-51" B LAM SAND 10YR8 6 NO H2O DISTRIBUTION ELEV. _ ° ° ❑❑❑❑❑❑❑❑❑❑❑ ° LIQUID OUTLET BOX 9.0 - ° ° ° ° ° I° ELEV. _ _ 7!0 _ 4 FEET 1TrF 4 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED H2O 45- 20 C COARSE SAND t0YR7 NO 51-12 C COARSE SAND 10 4 NO 5 FEET 19 INCHES IF MORE THAN ONE OUTLET .7 500 GALLON ORYWELLS WITH STONE 5 FEET 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE) IN ANT' X d"�"X T'TRENCN FORMATIOY ? WELL MIW 29 WATER ENCOUNTERED AT -10' ELEV. _ -_-1.a WATER ENCOUNTERED AT _�__ ELEV. 7 FEET 29 INCHES- ZONEA- 8 FEET 34 1NCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION in INDEX A n 10/04 " E�orzDe T�/ G, DOUBLE WASHED STONE ADJUST 2.2 LEGEND. DESIGN CALCULATIONS VEGET. F3TL1� FREE OF FINES & SILT SYSTEM (SAS) TOWN WATER- w - w - w - NUMBER OF BEDROOMS _3 }_ OFFICE�ART STUDIO were &ID �3 USGS PROBABLE WATER TABLE [LEV. -X12_ (USE MHW WATER SHUT-OFF. • • • •. • • GARBAGE DISPOSAL UNIT N0, NIII1illOWED SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (11 / 2 /04) ELEV. _ =_ LL- EL 2.0 WATER VALVUE• • • • • • • • • • • • • • TOTAL ESTIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ =1..0__ EL 2.0•) GAS LINE (110 GAL/BR./DAY X - BR.) �Ip GAL/DAY _ GAS METER . .. , .. © .. .. . REQUIRED SEPTIC TANK CAPACITY' _1500 GAL MIN. w<r��v9 f'xi TITLE 5 & B.O.H. VARIANCES RE UI D: GAS VALVE °0 SOIL ACTUAL SEPTIC TANK CAPACITY x,500 GAL �/ __ - .,..___ ELECTRIC LINE -c -e CLASSIFICATION RATE �_ MIN. INCH AY 1lS9 �,Vzg ,cot's .. . •" ' \ ELECTRIC METER • • • • • . • • ®' EFFLUENT LOADING RATE n 74_ GAL//DAY/S.F. VveTGftVP SECTION 15.211e- Q J SGrcvT^l�y-T 27,6 DISTANCE BETWEEN S.A.S & PROPERTY LINE ELECTRIC BOX ® LEACHING AREA o SQ. FT. 24.8 A9' VARIANCE REQUESTED ELECTRIC MANHOLE • • .. ®' „- '7'X S'2' I— //6"X 2!'= CATCH BASIN• �/ G CAPACITY 44 GAL/DAY LEACHIN C `f • '' (S)• • • GVUX 0.74 SECTION 15.211 CESSPOOL- • 44 eA" DISTANCE BETWEEN S.A.S & LEACH CATCH BASIN LEACH PIT • • • • • QQ RESERVE LEACHING CAPACITY GAL/DAY ALL AR o JN n J` A d' VARIANCE IS REQULS (ED CLEANOUT • • • • • • fYC•0• ' ' KO TES. piv/4ICC TG'D T� /2�J\ \ \ EXISTING SPOT ELEVATION • x 0.0 EXISTING CONTOUR -(O -O) - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P, TITLE 5 AND 3 AocF THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF S P o 7':a idpJ FINAL SPOT ELEVATION -lu rr®" ' SEWAGE. FINAL CONTOUR- 2, ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF (ryP`.J � 18 5 ` \ FLAGPOLE • • • • r• • • " .. FINISHED GRADE, `/27 54' \ \ ` - _ _ HYDRANT • • • .. • . . • •'�" "' ' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF LIGHTPOST >� "' " ' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF I /a PROPOS£Q, _ MANHOLE. 0 """' DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN n SA.S'- SEPTIC ��dJ� - OBS. WELL 10 FT. OF DRIVES OR PARKING AREAS. 3 �,x Ti 90.25' SEWER LINE- s -s - 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED s12.3 MN. e•0� _ IN PLACE. 191 - SEWER MANHOLE 1. a T / O 5. NO DETERMINATION. HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR SOIL TEST LOCATION. • . 0 ....... 1 8 ZONING REGULATIONS. OWNER APPLICANT IS TO OBTAIN SUCH \5 \ • fir• ; 7 G o O S SF TELEPHONES BOX • • • m ' • "' "' DETERMINATION FROM APPROPRIATE AUTHORITY. Ja' ';', is - •� � l5.6 {/G X174 r S-,� a �= UO«7�Z�� UTILITY POLE •• •..• •• �" ..' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO I CALL DIG SAFE AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO . Dp - t 'S� "OMMENCING WORK ON SITE. o l AIrN 2"f' 02' 7 2 Qi- 1. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE le' PA'OPOSELIIFAM/LY CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE TING SEPTIC 1ANK T.O.F. 17.0' DN'£LLING (EX/SANG BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. • I' � 1 .1 � X/SFovNai+TioN DRIVE - ► , N M TO B£ REMOVED TO.SLAB 9.76 (CELLAR) 12 - - TO BE REMOVED) 8 PARCEL IS IN FLOOD ZONE A4 EL 5. 8,B (1929 NC.I!D,) 9, LOT IS SHOWN ON -ASSESSORS MAP �3s_ AS PARCEL 90 ib -10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A 8 N 10.29' 9 MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE �1 ih 8.4,. I hJ ,(10) - REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255; (3) (LE, TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. I 8.3 12. A ZABEL A18D0 FILTER IS TO BE INSTALLED. BENCHMARK I g16C/� 7 g; ;._�7.B/ PROPERTY LINE. PROVIDE RING AS CATCH BASIN 2 L V c, BUILDING AN 1' a 3 CONTRACTOR TO SHO NEEDED TO PROTECT BU D''3 FNr� r.' j ✓ I 6.2 -STAKED SJ eAw BH LES 5 ST_il A 92 I. pAyrlO" T.f �C'/S'✓./ \5,5 $/<TAT/oN C3 flrL�@ .2 R1 A 5Y v Cvl. 7 A�' .i-C/u. TURF •, fi• Wv / T ,'' " 'C` :h. `jv . '. _ -, 5/ _ N% 'r . NO ) , APPROVED: BOARD OF HEALTH 9.4 64.5 q'z. \ - �,.c 4.6 ,.' ��\ DATE J�3246 AGENT 3.0 :.. :PROPOSED SEPTIC DESIGN / h� , FOR 17,6 oTt°SF/ �o `':.y ANDY BALER SET N `G•48 (LOT 10) MACOMBER DR YARMOUTHPORT, MA CRAIG - R. SHORT, P• E. 235, GREAT WESTERN ROAD P. 0, BOX 1044 9.398. BJ71 SOUTH DENNIS, MASS. 02660 508.J98.30 DATE NOV. 12, 2004 scAl 1 " = 20 REV. s I -. I LOCATION MAP ] I REQ' t i4 0� I SHEET 1 OF 1 12-1036 SIF, 4', 0, 0 R. SHORT, P.E. � �, /0 E] 6.6 I 9.4 3.2 i 2.4 1.4' 11 HDPE DRAIN PIPE c 1.7 i / i� 106 i m 7.3 �� / m •� i/ JECSfLD0 0 W.°7Lfl.t/L� FLAGS --- ° �i_- P5.10R� i W�T1CiNI0 S< Jr�ic/T/ST } a-4 - 1,6 SITE PLAN Z (E 5) L 0 fi �Q �i 1� 5'Fl L 7- M Fl lz S / SCALE 1 INCH - 20 FEET `�• �'O L 0/l/P7 f eA� IVzwre FLoaD `G•48 (LOT 10) MACOMBER DR YARMOUTHPORT, MA CRAIG - R. SHORT, P• E. 235, GREAT WESTERN ROAD P. 0, BOX 1044 9.398. BJ71 SOUTH DENNIS, MASS. 02660 508.J98.30 DATE NOV. 12, 2004 scAl 1 " = 20 REV. s I -. I LOCATION MAP ] I REQ' t i4 0� I SHEET 1 OF 1 12-1036 SIF, 4', 0, 0 R. SHORT, P.E. � �, /0