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Home My WebLink AboutEngineered Plans - 2015e R=78 .00' GS 100 4. _ x100 15 OF MgSs9Cy THE PROPERTY. w PROPOSED SEPTIC SYSTEM UPGRADE PLAN 99,58 97,92 edge of pavement P 99,36 99.54 LEGEND 4 BAYRIDGE DRIVE, YARMOUTHPORT, MA x 100.98 EXISTING SPOT GRADE CIVIL CON NTIONAL SAS FOR ILLUSTRATION ONLY DO NOT INSTALL Box 145, Hyannis, MA 02601 OWNER OF RECORD — 99 — — EXISTING CONTOUR DRIVE' BENCHMARK FIVE LC -6 CHAMBERS W/2.5' STONE ALL —W EXISTING WATER SERVICE AROUND AND 1' STONE UNDERNEATH �� Engineering by: -----G EXISTING GAS SERVICE DRAWN TDP OF CONCRETE BOUN 9' x 35.0 S.A.S. FOOTPRINT —U UNDERGROUND WIRES Engineering Works, Inc. EL. =82.04 BOTTOM SIDEWALL TOTAL Cl DATE OVERHEAD WIRES 4 BAYRIDGE DRIVE r 12 West Crossfield Road, Forestdole, MA 02644 AREA AREA AREA YARMOUTHPORT, MA 02675 f tl (508) 477-5313 315 SF 176 SF 491 SF P.T.M. 1 Of 2 TEST PIT TOTAL CAPACITY = 0.74 GPD/SF(491 SF) = 363 GPD - S 68'40'00" E --- 0 ! CB 171.67' i o` EXISTING LEACH PIT 82.04 TO BE PUMPED, FILLED X 82,16 ry W/SAND AND ABANDONED X 82 99 Permit` valid 1V REPAIR OF S. PTIC 1. 1m, X 80,64 �x 82,07 VENT ONLY dw to State and 1,,()c# septic ,Ariances. 2 _ _ 35' TP_ _ _ =i Boartl � Fieakh review awl i�#oval is uired for LOCUS MAP #af fut,4re addition s "i)vations/ I rations to NOT TO SCALE sewage fa0lities and/orlstructures/dvyet _ ng. 015EDI S _ .A.S.I_ y� v roach 1-lealth t)4 v ent GENERAL NOTES: EXISTING SEPTIC x 85. AFPRO ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TANK x 85,70 BOARD OF HEALTH AND THE DESIGN ENGINEER. (TO REMAIN) 63,97 �8� 89A� — / / ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ` —84/ t x ��87,39 62 / THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE " f —3g 2 OF LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: Gate -310 CMR 15.405(1)(b): / x 813 x 9 4 _ 1) A 3' variance to the maximum cover requirement of 3', for '" p ! a maximum cover of up to 6'. Use HD Units and vent S.A.S.. 1 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 4 g� ZX !88,27 x 86,9 _ �(3— i� 92161 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE � 2 / DESIGN ENGINEER. �00 4 86,94 x 6.67 i 1 i ` / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 88.67 DECK \ ('� co M � � O� r 9 74 � _ � � --� 92,01 / `lJ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ^0 i 2.02 / ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. x 92.65 i' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF Q[EI �/ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF (EXISTING/ /� / /'� 91,72 o ,� j HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. HOUSE(,�4)/ GARAGE 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LSHEAI: 9 2015 r //T.O.F.=96.5i� i,/ y 95 \ / 4, / �� 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 89.57 ' 93 25 �� /_ "x 9b,0 j.�,,. — — 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTOREDH DEPT. x �"' / 95,42 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE LOT 'F 95.02 r' 95.96 ; 97,78 DIRECTED BY THE APPROVING AUTHORITIES. I 1 = C %' \ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY o BLU 1,51" — 89 ` WALK "— ✓�E1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2,07-94 S.F.i 95.93 Q,. ,,;. :.: 97,, 97,67 s CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 95,249744 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). '02. fL 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE !� 9& x � —04� P INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. �. 95,53 x i 98,14 �iJ` FLAGPOLE O 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. LAMP Q:: 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED OR �...' i i r L=13 .15 UNPERMITTED SEPTIC SYSTEM COMPONENTS THAT MAY EXIST ON R=78 .00' GS 100 4. _ x100 15 OF MgSs9Cy THE PROPERTY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 99,58 97,92 edge of pavement P 99,36 99.54 g PETER T. CDMcENTEE "' 4 BAYRIDGE DRIVE, YARMOUTHPORT, MA CIVIL Prepared for: D.A. Brown, Inc., P. 0. Box 145, Hyannis, MA 02601 OWNER OF RECORD BA )717U)717U DG E DRIVE' a. 35109 / a £G/SSF�� Engineering by: SCALE DRAWN JOB. NO. PETERSON, SHAWN L PETERSON, SETH, TROY & CRAIG SI F. Engineering Works, Inc. 1 "=20' P.T.M. 154-15 DATE CHECKED 4 BAYRIDGE DRIVE r 12 West Crossfield Road, Forestdole, MA 02644 SHEET NO. YARMOUTHPORT, MA 02675 f tl (508) 477-5313 6/1/15 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK FINISH GRADE SHALL NOT BE < EL.80.58 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D -BOX % PROPOSED S.A.S. INSTALL RISER &WATERTIGHT COVER INSTALL 1 INSPECTION PORT(MIN.) CHARCOAL VENT SET TO 6" OF GRADE AT END OF S.A.S. (CONNECT ALL LINES) EXISTING FF EL.=89.0± GARAGE HOUSE(�4) F.G. EL.=88.0± F.G. EL.=87.8± F.G. EL.=84.21 F.G. EL.--84.5±T.O.F.=9 f . f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 37'INSPECTION 8 (I(MN.) PORT ® S=1% (MIN.) ® S_ ONE (MIN.) 4"SCH40 PVC 4"SCH40 PVC DECK 10" -14" EXISTING 48" LIQUID INVERT LEVEL ADD GAS BAFFLE INV.=80.37 PROPOSED INV.=80.20 3 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' 47 N. 1� Dc INV.=84.0± D=B4iS SOIL ABSORPTION SYST��PROFILE) d`A) (VERIFY) INSTALL INV.=80.10 �QY EXISTING SEPTIC TANK INLET TEE �ry ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR W PERC SAND TO TOP OF CHAMBERS BREAKOUT=TOP T TO, TOP ELEV.=80.58 `'' ROPOSED S.A.S. NOTES: INV. ELEV.=80.10 4•'. 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=79.50-� ___� __ I --35'-I INVERTS, PRIOR TO INSTALLATION. 2) D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE 2.83 5' MIN. ABOVE BOTTOM OF SON A ONEMECHANICALLY BA E, AS SPECIIFIEDAIINE3101X INCH CMR 15.221(2)D T.P. EXCAVATION OR G.W. �FFECTIVE WIDTH=8.5 S.A.S. LAYOUT 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=72.1� �/ EXISTING SUITABLE MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4 63.5' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 3 ROWS OF 7 -ADS Arc 36HD UNITS PER ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION _ d7'�El N.T.S. 33.8" SOIL LOG DESIGN CRITERIA DATE: MAY 14, 2015 TOP VIEW NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER MCENTEE PE(SE#1542) WITNESS: AMY VON HONE R.S. HEALTH AGENT 60" SOIL TEXTURAL CLASS: CLASS I ELEV. TP -1 DEPTH END CAP END CAP DESIGN PERCOLATION RATE: <2 MIN/IN 0„ FRONT VIEW SIDE VIEW 83.9 A END CAP DAILY FLOW: 220 GPD SANDY LOAM REAR/TOP VIEW DESIGN FLOW: 330 GPD 83.1 4/2 10Yloll GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 1OYR 5/6 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF80.4 42"mmpzrx; 4640 TRUEMAN BLVD 74 GPD/SF C PERC u HILLIARD, OHIO 43026 Arc 36HD DETAIL d 32"/50" ADVANCED DRAINAGE SYSTEMS, INC. UNITS MUST BE STAMPED HD EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN M -C SAND 4 BAYRIDGE DRIVE, YARMOUTHPORT, MA USE 3 ROWS OF 7 -ADS Arc 36HD UNITS PER ROW 2.5Y 6/4 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: D.A. Brown, Inc., P. 0. Box 145, Hyannis, MA 02601 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)611Engineering by: SCALE DRAWN JOB. NO. (Arc36HD Units) 21 UNITS x 5.0 .LF x 4.80 SF/LF = 504.0 SF 72 ¢ 132" Engineering Works, Inc. N.T.S. P.T.M. 154-115 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(504.0 SF) = 372.9 GPD PERC RATE <2 MIN/IN. 12 West Crossfield Road, Forestdale, MA 02644 NO GROUNDWATER ENCOUNTERED (508) 477-5313 6/1/15 P.T.M. 2 Of 2