Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 2014EL = 14.6 EL = 5.7 pq INDICATES DEPTH TO BOTTOM OF HOLE 11.3 D041. SEPTIC TANK/PUMP CHAMBER SHALL BE STEEL REINFORCED 6" OF FINISHED GRADE USING PLAN REFERENCE: 16 109 & 26 103 & 619 50 vM PERC. NO GROUNDWATER OBSERVED CONC. RISER SEWER BRICK AND MORTAR, / / / TEST NO REDOX OBSERVED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. r Eg * - • 2" LAYER OF 1/8" TO 12. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. AS NECESSARY 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL CONCRETE OR ASSESSORS MAP: 20 1/2" DOUBLE WASHED 6` MAX.PARCEL: 45 TA DATE: OCTOBER 10, 2012 O 0 STONE ABOVE CROWN BE WATERTIGHT. C.I. COVER INDICATES 0 0 OF PIPE 4. TANK TO WATERPROOFED AT FACTORY CABLES TO BE PLACED IN UNSUITABLE TEST BY: BSC GROUP, INC. 36" 24` 5. NTH POWELOCAL ANDS ATE BUILDING CO ES.IT IN ACCORDANCE ZONING DISTRICT. R-25 MATERIAL EFFECTIVE 3/4" TO 1-1/2" 6. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED SETBACKS: FRONT 30' WITNESSED BY: PHIL RENAULD DEPTH / CI O D O , DOUBLE WASHED UNDER MANHOLE COVER FOR EASE OF MAINTENANCE. 6" SIDE 15' 8 PERC. RATE: <2 MIN./INCH STONE TO CROWN REAR 20' -- ii��w OF PIPE ESTIMATED - 11'-0" -v B. YERGAIAN, P.E.SEASONAL HIGH 4'-10" )OVERLAY DISTRICT NONE GROUND WATER 10'-0" SOIL CLASS: CLASS i 12'-10" 10" 'NITROGEN SENSITIVE 3» t ZONE: NOT A ZONE II 46" LSZA.R. 0.74 GPD/S.F. SIDE VIEW - - - - - - rl r (�- -9. -2'-11M6'-0-6FEMA FLOOD NOIES 4'-9` INLET LIQUIDZONE DISTRICT: "C, B, A-9", • EE DEPTH ;: ZABEL DATED 7/2/1992 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 6'-2» I I 6" ZABEL PANEL #250015 0005 D VARIANCES REQUESTED ' - 1ST - 2"° - ' ._ 6" 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL. MANUFACTURED BY COMPARTMENT COMPARTMENT 35" SHOREY OR APPROVED EQUAL I (1,073 GALLONS) I I (464 GAL) I MINIMUM LOT SIZE: 25,000 S.F. LI L .I. �. - TITLE V: 3. GEOlEX11LE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. EL 7.25 SOIL TEST PIT DATA 500 GALLON CON C. CHAMBER (H- 20 1,500 GALLON SEPTIC TANK(H-20).LOCUS INFORMATION NOT TO SCALE SEASONAL HIGH GROUNDWATER NOT TO SCALE NOT TO SCALE FROM THE TEST PIT TP -1 LEGEND ADJUSTMENTCURRENT GRD. EL 16.9 ADJ. G.W. 5.7 , 6" MINIMUM 3/4" TO 1-1/2" 12-36" COVER OBSERVATION LOAM AND SEED PORT ALL DISTURBED AREAS NOTES: RAISE INLET COVER TO WITHIN OWNER: ANNICK COOPER MARTHE B. COOPER TITLE REFERENCE: 3354-162 EL = 14.6 EL = 5.7 pq INDICATES DEPTH TO BOTTOM OF HOLE 11.3 D041. SEPTIC TANK/PUMP CHAMBER SHALL BE STEEL REINFORCED 6" OF FINISHED GRADE USING PLAN REFERENCE: 16 109 & 26 103 & 619 50 vM PERC. NO GROUNDWATER OBSERVED CONC. RISER SEWER BRICK AND MORTAR, / / / TEST NO REDOX OBSERVED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. r Eg * - • 2" LAYER OF 1/8" TO 12. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. AS NECESSARY 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL CONCRETE OR ASSESSORS MAP: 20 1/2" DOUBLE WASHED 6` MAX.PARCEL: 45 TA DATE: OCTOBER 10, 2012 O 0 STONE ABOVE CROWN BE WATERTIGHT. C.I. COVER INDICATES 0 0 OF PIPE 4. TANK TO WATERPROOFED AT FACTORY CABLES TO BE PLACED IN UNSUITABLE TEST BY: BSC GROUP, INC. 36" 24` 5. NTH POWELOCAL ANDS ATE BUILDING CO ES.IT IN ACCORDANCE ZONING DISTRICT. R-25 MATERIAL EFFECTIVE 3/4" TO 1-1/2" 6. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED SETBACKS: FRONT 30' WITNESSED BY: PHIL RENAULD DEPTH / CI O D O , DOUBLE WASHED UNDER MANHOLE COVER FOR EASE OF MAINTENANCE. 6" SIDE 15' 8 PERC. RATE: <2 MIN./INCH STONE TO CROWN REAR 20' -- ii��w OF PIPE ESTIMATED - 11'-0" -v B. YERGAIAN, P.E.SEASONAL HIGH 4'-10" )OVERLAY DISTRICT NONE GROUND WATER 10'-0" SOIL CLASS: CLASS i 12'-10" 10" 'NITROGEN SENSITIVE 3» t ZONE: NOT A ZONE II 46" LSZA.R. 0.74 GPD/S.F. SIDE VIEW - - - - - - rl r (�- -9. -2'-11M6'-0-6FEMA FLOOD NOIES 4'-9` INLET LIQUIDZONE DISTRICT: "C, B, A-9", • EE DEPTH ;: ZABEL DATED 7/2/1992 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 6'-2» I I 6" ZABEL PANEL #250015 0005 D VARIANCES REQUESTED ' - 1ST - 2"° - ' ._ 6" 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL. MANUFACTURED BY COMPARTMENT COMPARTMENT 35" SHOREY OR APPROVED EQUAL I (1,073 GALLONS) I I (464 GAL) I MINIMUM LOT SIZE: 25,000 S.F. LI L .I. �. - TITLE V: 3. GEOlEX11LE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. EL 7.25 EXISTING LOT SIZE: 4,029± S.F. TOTAL 1. 310 CMR 15.211: TO ALLOW LEACHING FACILITY TO BE 7 FEET 4 " ,EX. LOT COVERAGE: 320± S.F. (7.9%) D LOCU PARK A� FROM THE PROPERTY LINE IN LIEU OF 10 FEET. 6" MINIMUM 3/4" TO 1-1/2" PROP. LOT COVERAGE: 384± S.F. (9.5%) 20 90t�s S T E PLAN VIEW CRUSHED STONE CROSS-SECTION VIEW PROFESSIONAL ENGINEER 2. 310 CMR 15.211: TO ALLOW THE SEPTIC TANK TO BE 7± FEET 7 HIGHLAND STREET IN WEST YARMOUTH FROM THE PROPERTY LINE IN'LIEU OF 10 FEET. WF -B4_ / SITE PLAN NOVEMBER 8, 2012 NO. DATE T BE 7± 1 8/7/13 3. 310 CMR 15.211. TO ALLOW THE PUMP CHAMBER 0 FEET FROM THE PROPERTY LINE IN LIEU OF 10 FEET. 4. 310 CMR 15.248: TO ALLOW THE RESERVE TO BE IN THE SAME DISTRIBUTION BOX DETAIL CH -20) LOCATION AS THE PRIMARY S.A.S. ryo'��' NOT TO SCALE � ) , I (9) 5" DIA. 0 OG�O REMOVABLE 5» 8" KNOCKOUTS 650 GALLON PRECAST PUMP CHAMBER (H-20) " S50'53'51 "W ��� 3 COVER ( NOT TO SCALE 6.46' N/F EXISTING PROPOSED SILT 6" �M 24` DIA. ACCESS 11 HIGHLAND STREET BOATHOUSE/STUDIO/LOFT ��? FENCE ALONG Q°j A COVER RAISE TO REALTY TRUST 13.TX20.3' / BASE OF WALL / ��, O O O FINISHED GRADE 6 O.D. PRECAST 11 HIGHLAND STREET 3' DECK ti� O= 8" " _ CONCRETE PUMP ASSESSORS MAP 20 3201 S.F. WF -B3 / ^, a • , 30 i ( I I 18 DIA. COVER CHAMBER PARCEL 46 / BON LEVEL OTTOM \� WF -81 �'' / / / STABLE BASE 6" MINIMUM " . WF -B2 - 3/4 TO 1-1/2 4 ��-� CRUSHED STONE I 30" S) SECTION VIEW Imo- ` TOP WALL 1 .5 G �w� NOTES: PLAN VIEW /1 PUMP CALCULATIONS ofiFy�`� a ---� � BOTTOM �C" 1.0 - � >>C� � %� � / / �� 0 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. \ i DESIGN FLOW TO CHAMBER = 200 GPD S� 38 33'�� b� •50 g pV �. G 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL Z'p Z .�O �� O� �, 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. /` REQUIRED EMERGENCY STORAGE = 200 GALLONS 320 f g N659. -'� O� ti O� 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. EMERGENCY STORAGE PROVIDED = 355 GALLONS �n \ ?- • t� j/ 1' 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. NUMBER OF DAILY DOSING CYCLES = 2-3 PER' DAY a - DEPTH ASSOCIATED WITH CYCLE = 6 INCHES, PROPOSED PLAN VIEW VOLUME PER DOSE: UTIUTI'�: ` +� _� / �, DESIGN CALCULATIONS 19.635 SF X 0.5 FT X 7.48 GAL/CF = 73 GAL/CYCLE SLEEVE(S) - PROPOSED ^ o DESIGN TOTAL DYNAMIC HEAD = 16 FT 9 BOATHOUSE/ PROPOSED WALL .;<3.5 2 �'ry RETAINING WALL �� . DESIGN FLOWRATE GPM = 26 GPM / �' . w STUDIO LOFT _ tihSlGN FLOW (GPM) 0 /h TOP -13.5 4 '� HpF DM FTG 4.0 �. 5 PUMP SHALL BE MYERS SRM4 OR EQUIVALENT EQUAL N6y22 384± S.F. 2N , 200 GPD (MINIMUM ALLOWABLE) F.F. SLAB ! / CRAIG A. �' c ELEV.' 14.5 EXISTING UTWTY c4 FIELD v, REQUIRED SEPTIC TANK POLE,& GUY WIRE' No.38039 1,500 GALLONS, 2 COMPARTMENTS TO BE REMOVED. LIFTING CHAIN PVC OR GREATER- `13.3 SLIDE RAIL SYSTEM ® s-._, / SITE OF LEACHING FACILITY REQUIRED 13.1 / DESIGN PERC. RATE: <2 MIN/INCH 6" ::.`�`'+ I ;'� 1, -a ( PROPOSED QUICK M PPL. RATE. 0.74 GP S.F. � `- + PUMP CHAMBER L TER D/ EL 13.25 DISCONNECT 200GPD A • COUPLING H BASIN \ O��W ::�:::::::... I / T.W.=14.0 R=13.00 \. �• :..ti::.:. O TM FTG=9.5 ..... ......... _ B r' (1 Y�l f SIZE OF LEACHING FACILITY PROVIDED NEOP. NEOPRENE I-10'5 �rq�. �. \ i=s.75 C s ^ ` LOT DEFINITION BY USE 2 H-20 500 -GALLON CONCRETE CHAMBERS =11.50 B00T �' BOOT "��i/� /� \ �� 14 / _/ ?:;T;.. p :`::`:::::::.:::::... / SWEETSER ENGINEERING / ( ) INLET -► 1.5" SCH. 80 PVC �. C'o \ / \ %' ~' \ �` : ' 0 J ~ L� ' PLAN 619/50 SICEWALL AREA = 2(23' + 6.83') X 2 = 119 S.F. TEE WEEP FORCE MAIN ° \ �` '� """' �� ` / BOTTOM AREA = 23' X 6.83' = 157 S.F. ::: "� � 276 S.F. HOLE a• REMOVE'AND, -^12 �y 11. •- ^, GL \ ` i , VERTICAL FLOAT DEMOLISH EXISIING-� 0 6'-9" SWITCHES �VEWAY FROM THIS / _ ' O ` N6 / MAINnN BE / N/F 276 S.F. X 0.74 GPD/S.F. = 204 GPD » " R ALARM ON = 9.08 mow' �" ENM / y, Q y 4?6gp ABANDONED 11 HIGHLAND STREET 204 GPD PROVIDED > 200 GPD REQUIRED �'(c85i-S.F:� / / S,q�,T / 9rr )y / REALTY TRUST 53 g s �' ,ti,�f X09 ,/ 11 HIGHLAND STREET (4 GPD RESERVE CAPACITY) 210 PUMP ON = 8.58 J /---��\\ \✓ �9• ASSESSORS MAP 20 / VALVE w = 8.08 14 / ' / \ O' \ S` `v PARCEL 46 PUMP OFF ' CHECK b - EL i' EL 7.08 f / �S\y BENCHMARK. TOP / Q2 'a .� t ..= EL 6.50 X11 - \y G /. �8p P� �• OF STONE BOUND / �� \ `�\ C %� ELEVATION PROPOSED FO / Q 7»-►�4.,� SEPTIC TANK �y �C�'L�9/iy , , 7.42 N.G.�.D. GENERAL NOTES 6" MIN. 3 4" TO , , / y,, BIT. DRIB tbrAY c \ �� FLAG `� o O " / ,� \ APRONPOLE h / 4, 1 1/2 CRUSHED STONE i 1NFlLTRA N SYSTEM G ! TP PROPOSED ro p0 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING OF THE SECTION N/F CONSISTING F(6,) -,LO �` . DIST' \%`� VENT �� ✓ry / SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. / DAVID FYFE Q / c / BOX / PROFILE GALLEYS (4' 4' / 17 WINDMILL LANE CLq�.ISI-IELL !��� �y � / �'� �': • � NOTES: / INSIDE 2WX8 4 0 'BED ASSESSORS MAP 20 DRIVEWAY 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM BTM GALLEYS \, .7� c Q ^• TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. \__PARCEL 50 BT $jQpl �-- 6�5 PROPOSED • - / 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. ---�` / /` » MAIN REGULATIONS. / / 2 WATER MA y 3. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. -_ 5 / TO BE SLEEVED \� 4. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. / IN 4" PVC PIPE / S6yc3� c 5. POWER CABLES SHALL BE PLACED IN CONDUITS IN ACCORDANCE WITH LOCAL & STATE CODES. ! I w 6. 2" PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. / 8202• SYSTEM PROFILEX80 NOT TO SCALE PROPOSED LEACHING AREA _ / 23.0' X 6.83' FIRST PIPE LENGTH EL=A 1.5" SCH. 80 PVC TO BE SET LEVEL SCHEDULE OF ELEVATIONS TOP FOUNDATION FORCE MAIN FOR MIN. 2' 4" SCH. / N/F CBD BUILDING SEWER 40 PVC VENT TOP OF SLAB (STUDIO) 14.50 A KATHLEEN & MATTHEW CRONIN EXISTING GAS MAIN TO FOUN EL= 13.5* MIN. SLOPE 2% _ 17,5 " 1 HIGHLAND STREET BE DISCONNECTED EI- 17.0 4 INVERT AT BUILDING 12.50 B ASSESSORS MAP 20 4" INVERT AT SEPTIC TANK (IN) 12.00 C PARCEL 44 ?' LEACHING CHAMBER 4" INVERT AT SEPTIC TANK (OUT) 11.75 D • o 0 0 0 0 0 0 o c o ` D E F G H J o 0 o v 0 0 0 0 0 0 4" INVERT AT PUMP CHAMBER (IN) 11.50 E =B 000MMMr 0 DISTRIBUTION K 1-1/2" INV. AT PUMP CHAMBER (OUT) 11.25 F PROPOSED FLOOR PLAN ,e I=c BOX 5s' SEPARATION 1-1/2" INV. AT DISTRIBUTION BOX (IN) 14.37 G ` `•` 7s' 4" INVERT AT DISTRIBUTION BOX (OUT) 14.20 H SEE ARCHITECTURAL PLANS BY OTHERS 1,500 GALLON PUMP DATUM SEPTIC TANK CHAMBER L 4" INV. AT LEACHING CHAMBER 13.60 J EST. SEASONAL HIGH GROUNDWATER if ELEVATION AT BOTTOM OF CHAMBER 11.60 K MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING. WETLAND ELEVATION 4.0 SEASONAL HIGH GROUNDWATER 5.70 L VERTICAL DATUM: N.G.V.D. 1929 BENCH MARK SET. TOP OF STONE BOUND (EL. 17.42) V 4 H D,�� Qrj i 3. } THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. 4 EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. 6. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A I MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. `i THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). p 28 0 a B9 � � x D Q Fty s o N m c � s r Z v z N D LOCU PARK A� L EWIS BAY OF 4f4S. cy BRIAN G. G� o YERGATI N C VIL 20 90t�s S T E BRIAN G. YERGATIAN YATE PROFESSIONAL ENGINEER NEW SEWAGE DISPOSAL SYSTEM 7 HIGHLAND STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN NOVEMBER 8, 2012 NO. DATE DESC. 1 8/7/13 RAISE T.O.F. TO EL. 13 2 1/14/14 ELEVATE TANKS PREPARED FOR: ANNICK COOPER 16 HIGHLAND STREET WEST YARMOUTH, MA 02673 (508) 771-5755 -n SC r% 0 UP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 nmT FILE: ... 9456-STUDIO-EL-13.DWG DWG. NO: 5965-06 SHEET 1 OF 1 JOB. NO: 4-9456.01