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HomeMy WebLinkAboutEngineer PlanI 72,0 EL.= 75.50 1500 GALLON 2% SLOPE ( MIN.) CHARCOAL VENT SEPTIC TANK W/ FAST UNIT INSERT I ti EL.= 72.0 (15') 4" SOLID PVC SCH 40 S=0.05 a EL.= 70.85 4 �(INV. AT HOUSE) 4 EL. = 70.65 10' TO BLDG. I500 GALLON,*M= PRECAST CONCRETE SEPTIC TANK: (H-20 LOADING) TEST PIT N O. 1 PERFORMED BY: GARY D. JAMES, P.E WITNESSED BY: KELDA GORMAN DATE ; 3/14/00 PERCOLATION RATE , <2MIN./IN. FINISHED GRADE HEAVY DUTY COVER TO GRADE 1 I c12') 4' SOLID PVC SCH 40 5=0.02 \EL.1_10.40 EL. 70.05 DISTRIBUTION A BOX (H-20) /-_G" OF 1 1 /2" AGGREGATE AS REQUIRED TO PROVIDE SUITABLE BASE 23.2' TO FOUNDATION SEPTIC SYSTEM PROFILE DEEP OBSERVATION HOLE LOG SOIL SOIL COLOR SOIL OTHER (INC,") TEXTURES (Usl,A) cM�.NSL', I-; MOTTING (s TNJCTUr<F S. � ;N •.'Y T ( AO BLUE 4' FILL DR VESTONE FRIABLE, CRUMB A LOAM 10 YR 3/2 0-5% STONE 14' SANDY FRIABLE, CRUMB B LOAM 10 YR 5/6 15-20% STONE 34' FEW BOULDERS LOAMY MANY PR❑M.o, FRIABLE, CRUMB C 1 SAND 5 Y 7/3 7,5 YR 5/8 5-10% STONE 64' 5 Y 7/1 C MED. 97' MANY PROM, LOOSE, GRAIN 2 SAND 5 Y 6/4 7,5 YR 5/8 5-10'/. STONE 106' 2.5 Y 6/1 C39 LOAMY S' Y 6/I MANI' PROM, FRIABLE, CRUMB SAND 7,5 YR 5/8 5-10% STONE l20' ESTIMATED DEPTH TO MAX. G.W. 97"(EL.=63.92) WEEPING FROM PIT FACE: N/E STANDING WATER IN HOLE: N/E *APPEARS TO' BE VARIEGATED COLORS N/F TOWN OF Yr?Rh•1UlITH _�ES17OPS MAP 103 BI_01- 18 EX. LEACHING P11:, TO BE REMOVED 4" SOLID PVC SCH. 40 S=0.005 <=> <Z>• 69.88 EL=o EL= 69.80 C-ScD gc TIMBER PET. WALL 4• DIA. SCH 40 ►IC RAN WASTE INLET TO CONNECT TO EXISTING SANITART- SEWER 12, 4" PERF, P.V.C. SLOPE = 0.005 3/4" TO 1-1/2"-DOUBLE WASHED STONE 22' TYPICAL LEACHING FIELD SECOND VENT NOT SHOWN FOR CLARITY THE HOSE IS TERMINATED JUST BELOW THE COVER. LOCATION IS 180• ACROSS FROM ONE SHOWN. 'ENT ACCESS PORT COVER do SUPPORT DUCT COVER FOR IO-6- OPENING FOR "FAST' SrSrEM BLOWER UNIT (SEE DETAIL THIS SHEET: SIGNS BL TD'-D1 REQUIRED OPENING DIMENSIONS 48 WITH MANUFACTURER; M ASSEMBLY UNCTION BOX --r-� qNT MUST BE WATERTIGHT TO POWER 24• DIA. MAN 5'-2" Ou I s ,A• DISCHARGE LINE ASSEMBLY SUPPLY �-OPENING (TYPIT S'-B' ASSE/AeLv " = SEAL TM THESE JOINTS k SIDESTREAM RECYCLE NEOPRENE /4• SE AND RENDER WATERTIGHT �VE GAS►ET NOSE 1 4' CIA L40 ATTACHMENT } PVC OUTLET._... TO PUMP CHAMBER 4' PVC OUTLET 27' a. �. HATER FLOW PATH WV. EL-7&50A* FLOW PATH �ASSEl18LY w �0 AERATCN ROW PATH yy�� yyCC •' FAST INSERT NEDIA NEDIA ASSEMBLY ELM1-1/2- r RECYCLE LINE OM 0 3 HP, SUBMERSIBLE 74• CAST WON ACCESS MANHOLE REC YCIE PUMP /''� VE FRAME A COR SET ON FULL SEPTIC TANK / MORTAR BLD TO GRADE (TYP.) t, (SEE DETAIL THIS SHEET) _ 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE 4" 6" 2" OF 1 /8" TO 1 /2" DOUBLE WASHED STONE -12" MIN. 4" PERF, PIPE. S=0.005 (SCH 40) jog©�go ��Sg c�� o<:> �EL=69,65 3/4" TO 1-1/2- ��' �'o > o DOUBLE WASHED STpcONE o oC=) 10.8' TO �p0 O �00 o o PROPERTY LINE p p O � 00 OODO gOpO O O EL.=69.15 5'-0" MIN. 22' X 30' LEACHING FIELD GROUNDWATER ELEV.= 63,92 TEST PIT #1 4• DIA $CN 40 PVC DA NV, (R/)� 1'-°•Ij L_}• }• ELLV 70.°3 - �SANITARY TEE LIQUID LEr SCRELrEp !- • ' .•• .:•-;a .4^;C A"t'.`'r+,".,:R'F�r'.i•:- [' BASE + 7, -A NATURAL REARrw; SOIL OR COMPACTED FILL BASE (TO 95% OF MAX. DkY DIENSIT10 PROFI PTIC TANK DETAIL MOTTO SCALE oY _ 137.25' so- - - -79 - - 78 - _ - - - - 74 -_ - - 77 G 1 I S SOLIDS COLLECTION ZONE 4' DIA. SCH 40 PVC INV. (OUT)7040 "FAST'" " SYSTEM DETAIL _ NOT TO SCALE s B' NOTE, 1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER I TO PREPARE FOR AND INSTALL RECYCLE PUMP TO ACHIEVE DENITRIFICATION TO MEET NITROGEN LOADING _ REQUIREMENTS, ° 2. ALARM & CONTROL PANEL FOR BLOWER UNIT AND RECYCLE PUMP SHALL BE LOCATED IN A VISIBLE AREA IN THE INTERIOR OF THE BUILDING. 3. THE PANEL SHALL BE EQUIPPED WITH HOUR METERS AND LIGHT WHICH ILLUMINATES WHEN EACH UNIT IS OPERATING, ALARMS SHALL BE CONNECTED TO SEPERATE CIRCUIT FROM POWER SUPPLY. 4. ALARM SHALL BE BOTH VISIBLE & AUDIBLE AND SHALL BE I ACTUATED WHEN EITHER PUMP OR BLOWER UNIT FAILS TO RUN WHEN POWER IS ACTUATED , 5. BOTH PUMP AND BLOWER SHALL BE OPERATED BY TIMER SET BY OPERATOR. 6, OPERATOR SHALL INCLUDE WATER METER READINGS IN HIS REPORTS . N/F SANDYSIDE CORP, ASSESSORS MAP 93 BLOCK 23 30.5" I I r ACCORDING TO REFERENCED 15.5 - - SITE PLAN THERE IS AN EXITING I CATCH BASIN AND LEACHING PIT L •� _ J -----1 LOCATED IN THIS AREA WHICH I H­lI L - COULD NOT BE FOUND IN THE. FIELD 3, 5" DIA. INLETS l G T ---` - j BITUMINOUS I S• TANK TO C PAVEMENT (, 73 _ - `' ! PUMPED & REMOVED \ PROP. 1500 GAL, 3 LIMITS ❑F REMOVE IANK, W/ FAST /^E REFLACE \ ----- r I\ 1 UN I T n - _ - - - - - j CHARCOAL FILTER D-BOX / \ ! / VENT W I„lj LOT 1REA 35,190 Sq. Ft. Q/ soh 3.3 f I EXISTING OFFICE BI_D� 1-1/2'0 PVC_,_,i W TFi - -a. BLOWER UNIT-, _ 3 SILL EL,z: 5.00 EI_.-72'.0 N/F f I ' �� RECYCLE LINE v SANDYSIDE CORP, d USE DOCTOR'S OFFICE E 673 Sc7, FT ASSESSORS MAP 93 BLOCK E2 PROFESSIONAL OFFICE 2,524 So, FT. .-j n \ DENTIST OFFICE C5 CHAIRS) 1,ty0 SG�. FT, 3 I I TOTAL 6,323 S0. FT. -- - WAL K WAY" If 9 CBI UP EL.=7 5.27j CB 1 \ \ EL.=73.15 3U.' EX. WATER \ Op - SERVICE 3, --- 75' -74 i/ l G G - - - 173.19'- 7 / 1 1 3 l G G i / SUMMER STREET &\\-DMH EL.=73.15 CB EL.=70.97 5. 5" DIA. OUTLETS 2 i�2" r\ E T- 8 15, 6" � 1 DISTRIBUTION BOX (H-20) la'� ov a "Es ,uwgs ,so'►�C1 cw EdS1II A r PLAN REFERENCE: SITE PLAN - YARMOUTHPORT, MASS. FOR CALBETT REALTY TRUST DEC. 18, 1979 - SCALE 1 "= 20' PREPARED BY -EDWARD E. KELLEY - REG, LAND SURVEYOR CUMMAQUID, MASS. CHARCOAL VENT FINISHED GRADE 4" PERF. PVC 4" X 4" TEE LEACHING FIELD NOTES CONTINUED: 13. AGGREGATE BASE FOR LEACHING FACILITIES SHALL CONSIST OF DOUBLE WASHED STONE RANGING IN SIZE FROM 3/4"-1-1/2" IN DIAMETER AND FREE OF IRON , FINES AND DUST IN PLACE. 14. LEACHING FACILITIES SHALL BE COVERED WITH A 2" L.AYER OF DOUBLE WASHED STONE RANGING IN SIZE FROM 1 /8"-1 /2" IN DIAMETER AND FREE OF IRON , FINES AND DUST IN PLACE. 15.IN AREAS SHOWN ON THE PLAN, ALL TOPSOIL, PEAT AND OTHER IMPERVIOUS MATEFIALS SHALL BE REMOVED AND REPLACED WITH A CLEAN GRANULAR SAND FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES WHICH SHALL BE GRADED SUCH THAT; 1. NO MATERIAL IS LARGER THAN 2 INCHES. 2. NOT MORE THAN 45% IS RETAINED ON THE #4SIEVE; 3. OF THE FRACTION PASSING THE #4 SIEVE, THE MATERIAL SHALL FALL WITHIN THE GRADATION LIMITS AS FOLLOWS; ,SIEVE SIZE PERCENT PASSING #50 10-100% ##100 0-20% ##200 0- 5% 16. A SIEVE ANALYSIS OF THE MATERIAL SHALL BE PERFORMED TO DETERMINE THAT IT MEETS THE GRADATION REQUIREMENTS AS NOTED ABOVE. 17, REMO'`'I: : REPLACE SHALL EXTEND TO A DEPTH OF 35' E !%{ IL C 1 LAYER IS ENCOUNTERED ANTITY = 14`7 +CU.YDS. 18. UNLE`•� U I HL ,w i �L NEITED ALL PIPING SHALL BE SCHEIILILE 40 PVC . 19. THE F•ARCEL IS LOCATED IN THE ZONE II OF A PUBLIC VA ATER SUPPLY WELL, 20, ALLO\,'ED FLOW ON THE LCT WITH THE USE OF THE FAST SYSTEM IS 35190/40000 x 550 G.P.D. _ 483 .9 GALLONS > 474 ok 21, FAST UNIT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE GENERAL USE PERMIT ISSUED B ' D,E,P, FOR THE UNIT, 22. IN AC-:ORDANCE WITH THE GENERAL USE PERMIT FOR THE I -AST UNIT , EFFLUENT FROM THE UNIT SHALL MEET THE FOLLOWING MINIMUM STANDARDS; T.S,S 30 Mg/L B.O.D. 30 Mg/L NITRATE -NITROGEN 10 Mg/L TOTA'.- NITROGEN 25 Mg/L 23, A RE`_.TRICTIVE COVENANT SHALL BE RECORDED AGAINST THE DEED REQUIRING THAT A MAINTENANCE AND INSPECTION CONTRACT BE MAINTAINED FOR THE FAST UNIT FOR THE LIFE OF THE SYSTEM, 24. THE FEED TO THE IRRIGATION SYSTEM SHALL BE ISOLATED FROM THE DOMESTIC WATER USAGE AND SHALL BE PLACED ON A SEPERATE METER. 25, THE CONDOMINIUM DOCUMENT SHALL BE MODIFIED TO REFLEI`T THE ABOVE NOTED DEED RESTRICTION FOR THE F' AST UNIT MAINTENANCE, r 26. A WIFiNG PERMIT WILL BE REQUIRED FOR ALL ELECTRICFL WORK: ASSOCIATED WITH THE FAST UNIT AND ALARPi PANEL . ! 27. TOTAL DAILY FLOW FROM THE BUILDING ASSUMING OFFICE SFACE IN THE ENTIRE STRUCTURE , USING 0 TITLE V FLOW RATES = 6323 S.F, x 75GPD/1000 S.F. = 474.2 G.P.D. 1. ELEVATIONS REFER TO MEAN SEA LEVEL 2. BENCH MARK SILL EL.= 75.50 3. ESTIMATED DAILY FLOW FROM WATER CONSUMPTION FIGURES TOTAL 1999 USAGE = 81000- 33750 (Irrigation) = 47250 Gat, AVE, DAILY = 47250+ 260 Days= 161.7 G.P.D. DESIGN FLOW = 2 x 181.7 = 363.4 G.P.D. DENTIST OFFICE (200%) 5 CHAIRS@21.4 GAL/CHAIR=107 G.P.D. TOTAL= 470,4 G,P,D. 4. SEPTIC TANK REQ'D CAPACITY = 1500 GALLONS S. LEACHING AREA REQUIREMENTS RATE=<5 M.P.I. USE LEACHING FIELD CLASS I SOIL AREA REQ.=470.4:- 0.74 G/S.F.= 635.7 S.F. 6• LEACHING AREA PROVIDED USE A LEACHING FIELD 22' X 30' AREA PROV.= 22 X 30= 660 S.F. CAP. PROV.= 22 X 30 X 0.74 G/S.F.= 488.4 G.P.D. 7. HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS OVER LEACHING AREAS. 8. ALL CONSTRUCTION TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH SANITARY CODE, TITLE 5, AND THE TOWN OF YARMOUTH BOARD OF HEALTH. 9. PERCOLATION DATA PERC RATE DEPTH OF TEST DATE 1 <2 M.P.1. 36" 3/15/00 2. 3. 4. 10. THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. 11. THE FIRST TWO FEET OF EACH LINE EXITING FROM THE "D-BOX" SHALL BE LEVEL.. THE D-BOX SHALL BE TESTED WITH WATER TO DETERMINE TL{AT T fir_ r,';.ITi_F 7 c 1- AVM IRF- AAJ I-T 1 =\ir 12. DESIGN ENGINEER TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE FOLLOWING REQUIRED INSPECTIONS; 1. BOTTOM OF EXCAVATION; 2. COMPLETION OF COMPONENTS; 3. COMPLETION OF GRADING. APPLICANT: ALFRED PERONE 244, WILLOW STREET YARMOUTH, MA. ASSESSORS MAP 93 BLOCK 21 LEGEND 69 EXISTING CONTOURS r D - __ PROPOSED CONTOURS 128 EXISTING ELEVATIONS ® PROPOSED ELEVATIONS STRATA TEST HOLE PERC TEST HOLE STONE WALL Li EXISTING MONUMENTS v GROUND WATER LEVEL 1 5/03/00 ADDED FAST UNIT GDJ 2 5/06/00 MINOR REVS. & NOTES GDJ 3 5/10/00 MINOR REVS. GDJ ►' ;' :. Y . _:`j`r`�`,`'t" `-�';` MAY 1 1 2003� rrrA HEAtDEPT. 7 �; :.:�• Iij .,� ti. •'ti, A...i. a: r.l� i a, �Lq.�l--�'„�.�:f..`.., ,.r J`� C "Jo NO. DATE DESCRIPTION BY �.�. ` •- +D °i* � • 1 ,r,! •�'• �70� �- F �,i _ •J � . 4 .�. ,rti�{��'r!1;,��,„� its;- ~ r' k,' » » SHEET NUMBER v. f s �";1 I ,1'1 ¢.T s '..., REPAIR Yl OF 1 SUBSURFACE DISPOSAL SYSTEM F. , tea!/j t t a a 'io SCALE: 1"=20' xI�,,..grr.�`;"\,, :.,;,.I ft;�`'•s. 244 WILLOW STREET 4* YARMOUTHM A. DATE: 03/28/00 T f Ti -„TJ. ,.,v`Si � °.f}�,. • �� F„+'"+a. ; �i Y ' ,' +- = rfi'.:�,�""'a'�h S7 ,r' '~` ~ar, {� I5 I i�4w-�.i.i .,-A' .,.,,../ �4 "ir i'y.,�,^..7�,�.�,, ,r"•�'� "�. ' ,�"� .' w1�- �a;, JAMES ENGINEERING, INC. 244WILLOW.DWG qio, -";r � ... 4' t , "'�` ° l 't 183 COLUMBIA ROAD ►T16r- ,.: IIz , .. HANOVER, MASS. 02339 4r I-(781). 829-4713 DRAWN: NLJ/ACAD 0 20 0 20 40 60 FEET CHECKEDG.D.J. -�» _m I