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HomeMy WebLinkAbout11 Eddy Street Site & Sewage Disposal (2)n.: I. rvu�, ri VVLV UVLF, OLr I ll. DID I EM UNLESS H-20 COMPONENTS ARE U5FD. B:) THE DESIGNER WILL NOT BE RESPON51BLE FOR THE 5Y5TEM AS DESIGNED UN- LE55 CONSTRUCTED AS5HOWN. ANY CHANGES SHALL BE APPROVED IN WRITING: C:) CONTRACTOR SHALL BE RESFONS(BLE FOR VERIFYING: THE LOCATION OF ALL UNDERGROUND AND OVERHEAD : UTILITIES PRIOR TO COMMENCEMENT OF WORK DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TD(TUPE (USDA) 501L `-. COLOR (ML)N5ELLJ SOIL OTHER MOTTLING 0-12 -' A Loamy Sand I OYR3 4 NONE 12-30 'B Loamy Sand IOYR518 _ NONE 30-142 C I Medium Coarse Sand I QYR&G NONE FERC 59" LOT AREA 1,31 6 51`± X 100 = 7.2% <:25%, OK 18, 154 SFzt 55MA.GE DE51GN FLOV/:, '4 BEDROOM DVJE111NG @ 110 GPD = 440 GPD'. : Mom Si, et LEACHING CAPACTTY.P,EQUlRED. - �8 4 BEDROOMS (MAY.) @ 110 GPD = 440 GPD P.EQUIP,ED - �L SEPTIC TANK CAPACITY REQUIRED: _ 5 L)AILY FLOW = 44 PD @ 200% = 880 GAL. REQUIR€D 9. Cil f� I5TRI I CTI O I� 1 j� [ %'f-5 : SEPTIC TANK.CAPAGITY PROVIDED: � (Zp la P j. � L/IV J I lJ [ 1yJ1J 1YL/ I L_ TEST HOF2: EL=25.2+ v 1500 ALL `TI TAt ' I-) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. �.2:) 5EPTIC TANK(5), GREA5€ TRAP(S); D051NG CHAMBER(,5) AND DISTRIBUTION BOX(E5) SHALL 13E SET ON A LEVEL STABLE BASF WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A 6.INCH CRUSHED STONE BASE. , DEPTH FROM SURFACE (INCHE5) SOIL : HORIZON 501L TEXTURE (U5DA) 501L : COLOR-. (MUN5ELL) 501L OTHER MOTTLING 0-8 A Loam Sand IOYR3/4 NONE. 8-29 : B Loa Sand `. IOYR5/8 NONE " 29-125 `: Cl -.: : Medium -Coarse Sand IOYRB G NONE LOT AREA 1,31 6 51`± X 100 = 7.2% <:25%, OK 18, 154 SFzt 1\{AdIN. ALL0INED) _:. 4. LEACHING CAPACITY PROVIDED: : ONE (1) 33.5'X 12.53'X 2.0' LEACHING CHAMBER CAN LEACH Y m Vt=[(33.5 X l 2.83) + (33,5 X2.0)2 + (12.83 X 2.0)2) X,0.74 GPD/5F=455. 10 brD �j 455 GPD>440 GPD REQUIRED LOCUS .NOTE A GARBAGE D15705.AL 15 NOT PERMITTED WITH THIS DESIGN. INSTALL: AS R-25 ZONE SEPTIC .1500 GALLON . TANK FRONT YARD SETBACK 30 FEET SIDE YARD SETBACK 15 FEET REAR YARD SETBACK 3.) 5EFHC TANK(5) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE -. DATE OF TE57FING: 2/24/16 :ONE (1) - 3 OUTLET DISTRIBUTION. BOX (H-20 Rated) - - ('Q : CI-'-I-nd W a PROPOSED BUILDING COVEP.AGE: HOU5F, DECK 4 BULKHEAD AREAS . AT LEAST THREE 2(7 DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- .- PERCOLATION RATE: LE55 THAN 2 MIWINCH IN "C i' LAYERS.THPEE (3) - 500 GALLON LEACH CHAMB--R5 WITH 4' OF NATIVE STONE ALL AROUND LOT AREA 1,31 6 51`± X 100 = 7.2% <:25%, OK 18, 154 SFzt TOM OF THE SEPTIC TANK TO THE FLOW UNE 511ALL BE 48', '. WITNESSED BY: KEITH FERNANDES, PE J.M- OREILLY E A550CIATE5, INC. AVERAGE NATURAL GRADE @.STREET = (2G I + 25.9) / 2 - 2G.0 MAXIMUM ALLOWABLE BUILDING ELEVATION 26.0 + 35 = G 1.0 PROPOSED TOP OF FOUNDATION: EL 28.0± .4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G' PHILIP RENAUD, AGENT, YARMOUTH HEALTH DEPARTMENT -Epp) REFEI, TO ARCHITECTURAL -5 FOR BUILDING HEIC-HT p� NOT TO. SCALE :. ABOVE THE FLOW LINE.OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE NO WATER ENCOUN USE A LOADING RATE OF 0.74 GPD/SF FOP SIZING OF SOIL ABSORPTION SYSTEM. m ' CENTERLINEOF THE TANK DIRECTLY UNDER THECLEANOUTMANHOLE. � PLAN BOOK 98- ° PAGE 143 5.} RAISE COVERS THE SEPTIC TANK AND DISTRIBUTION BOX WITH y DEED BOOK 24040 PAGE 182 _ IG CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TELL TO Wri E i!N 6' OF WITHIN G'O 00 ASSESSORS' MAP 37 PAPCEL G FINISH GRADE OR W- ' APPROVED MY THE LOCAL BOARD OF HEALTH AGENT, 6.) PIPING SHALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I % 7.) DISTRIBUTION. LINES FOR 5011 ABSORPTION 5Y5TEM (AS REQUIRED) 5HAL BE :. '4' DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FTIFT. LINE SHALL BE CAPPED AT END OR A5 NOTED. 8.) OUTLET FIPES FROM DISTRIBUTION BOX SHALL REMAI14 LEVEL FOP AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION 5Y5TEM. WATER TEST DISTRIBLTHON BOX TO A55UPF EVEN D15TRIBUTION: :. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING- FACILITY SHALL CONSIST OF 3/4` TO - I -112' DOUBLE WASHED NAIVE STONE FREE or IRON, PINES AND DUST AND SHALL BE INSTALLED. BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED. WITH A 2` LAYER OF 1/6' TO 112` DOUBLE WASHED NATIVE STONE FREE OF TON,FINE5 AND DUST. I .) VENT 501L AD50PI l ION SYSTEM 1T77E"N 015TPJDUTION LILIES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS,. PARKING. AREAS, : TURNING AREAS OR OTHER IMPERViCiU5 MAT.EPIAL; OR WHEN PRE55URF DOSED. " 12.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9. OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL)- 13.) OPSOIL) 13.) FINISH GRADE SHALL. BE A MAXIMUM OF 3G" OVER THETOPOF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DI5TPIBUTION BOX, DOSING CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS. SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF: (N5TALLATION OF THE SOIL A550RJ-TION SYSTEM UNTIL. RECEIPT OF A.CERTIFICATE OF COMPLIANCE, THE FERJMF_TEF OF THE 501L AB50RP- TION SYSTEM. SHALL BE STAKED AND FLAGGED TO PREVENT THE USE Of SUCH AREA FOR ALL ACTI>.TTIES.THAT MIGHT DAMAGE: THE 5Y5TFM, 15.) THE BOARD OF HEALTH SHALL REQUIRE :INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOAPV Of HEALTH (OR THE DESIGNEP IF THIS 5Y5TEM RE- ZONING TABLE R-25 ZONE FRONT YARD SETBACK 30 FEET SIDE YARD SETBACK 15 FEET REAR YARD SETBACK 20 FEET BUILDING COVERAGE .... 25% BUILDING HEIGHT 35 FEET PROPOSED BUILDING COVEP.AGE: HOU5F, DECK 4 BULKHEAD AREAS X 100 LOT AREA 1,31 6 51`± X 100 = 7.2% <:25%, OK 18, 154 SFzt PROPOSED BUILDING HEIGHT CALCULATIONS AVERAGE NATURAL GRADE @.STREET = (2G I + 25.9) / 2 - 2G.0 MAXIMUM ALLOWABLE BUILDING ELEVATION 26.0 + 35 = G 1.0 PROPOSED TOP OF FOUNDATION: EL 28.0± MAXIMUM BUILDING HEIGHT: G 1 0 - 28.0'- 33.0 REFEI, TO ARCHITECTURAL -5 FOR BUILDING HEIC-HT m CEI (FN LEGEND -2a EXISTING CONTOUR \ 26 PROPOSED CONTOUR U2 k zss \ \ 251 x26.34 EXI5TfNG SPOT GRADE t( \ ( CB (END) a _OP �2Ls 26x5 PR OSF_D SPOT: GRADE ti., \ cB (FND)♦ - W- WATER SERVICE LINE DD 1 OVERHEAD UTILITY SERVICE �S \ -U- UNDERGROUND UTILITY5EP.VICE 7 /...,. -851 _. rd GAS SERVICE LINE ,k z \.... x25.9 TEST HOLE / BORING LOCATION l2 2'-a x 262 yck62 / 5T SEPTIC TANK BkVFq / 3 G x 2SA v \ DB D15TP113UTION BOX 61 o up -02 24.4 SASSOIL' ABSORPTION SYSTEM 2G CBIFND)(OUT 1.5) P.e 'e RESERVED FOR FUTURE `+y UTILITY POLE x 6A 1 I �• BENCHIVIARY.: a Top of Cemcrete Bound v®, CATCH BASIN fi/ o / EL=2G.2 I FIRE HYDRANT i' � ru ( 98� NAVD) ce 26.2 x ai i � WELL k3 26 , p a, (DRAINAGE MANHOLE ).•.. - PROPOSED _. (CB COT` z6.4 b x zs.9 : � ) CONCRETE BOUND, FOUND . ,.' UNDERGROUND L IHTY / Pfdr,�'�.�., - 2> o -� (513) STONE POUND- FOI JND u" 3y. �" 260 z (O �Fp,.. t a 26.0 TOP OF BANK 3, P s LIMIT F � 22{ >�<"Fpfll;,ett�tays .;',' -_=•- (v O, WORK FENCE EDGE OF CLEARING N - QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING Ir (0 : �:. � Exl=tmy Fence THAT ALL WORK HAS BEEN. COMPLETED IN ACCORDANCE 1"11TH THE TERMS OF THE _z. 25.7 v D- 2> pn TO BE REMOVED PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. tik ti ' Cc \ k3 1 G.) HOUSE AND DRIVEWAY LOCATION AND ASSOCIATED GRADING SHALL BE D Boz 25.6 ,. ��'-- x251 V" Og REVIEWED AND APPROVED BY CONTRACTOR OR OWIJER, PRIOR TO STARTING THE f - PROJECT. 12- LOT Ax 2m 55 (FND) "I Area= 18,154 5F t ONE (T) COVER. BUILT UP - TO P TO WITHIN G" OF FINISH GRADE x ��• ",- '� �, � ^3 ': x 245 - ►�; 1 yI 49 _��t . �,►/��t{ Jf yj,Q�, :[252 - :T,✓���t�JY ,1itI0� ?. s•� 1 flF\;y<, sq 7,I�I V y ,iEgna? F S.A..�- DETAIL a ,2 y NN. _. ,- r ._ <'..`_ :. ' v} 0 ne c+'� JOHN c -'t v; o I' mai s orV` 2A i _PA: U',, t - O HEILLY -( SCALE: -.1 " - ICY _ ( . , . ..- .. . , . ` oc�de N0. 463733 axILLYirJ� NO CIVIL36200 Q FLOW PROFILE: 23.9 = T x 2,1 - ` E�( d4 PLAN z� Fw'6)sU?�, . w; yr NOT TO SCALE POLI R (4) COVERS TOTAL SCALE 1 "=30' 24' DIAMETER CONCRETE COVERS TOP Of FOUNDATION PAI5ED TO WITHIN 6' OF FINI5H GRADE (OR AS NOTED) ' EL=28.0± (SEE NOTE A5) �+ "Pr osed EL 26.0+ - + - -. oP Proposed E -25.5- Proposed EL=25.0 X�<\t REVISED 3-25-206E: SHIFTED 5EFTIC TANK TO PROVIDE IO FOOT SETBACK TO BULKHEAD ADJUSTED ELEV ACCORDINGLY .r 24.7+ TEE ON 30 Proposed DAVENPORT BUILDING COMPANY _ INI ET PIPE 22-5-t (9' Min - 36' Max) INSPECTION NOTE:' 20 NORTH MAIN STREET, 5.YARMOUTH, MA 02GG4 2" LAYER OF 10'- 112' NATIVE STONE 24.00 -. 23.50 10" _ SI 4. - - ,.. / , , ;:. - PRIOR TO FINAL INSPECTION BY THE ENGINEER; SYSTEM 5 # W 5 F- ,I F N 2325 - `21,75" n ,,: 3/4 - 1-I/2 NATIVE STONE NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS- 2 OVERS `�I�� T ��•���� D�✓�O�AL ���TLIVI DLS�GiV 22.17 22 010 N �`.�, _ - `I I A `EDDY STREET - YARMOUTH MA ` 4Q" ," (v r�'� i 2' DROP e e GAS BAFFLE 1975 J.M. OTEILLY & ASSQCIATES, INC. USE THREE (3) SHOPJY PRECAST 500 GALLON LEACH CHAMBERS 5,4%t Professional Engineering & Lend Surveying Services Longest Ron WITH 4' OF NATIVE STONE AROUND 0 30 GO 90 17-4 1 2' 23� (END ViELI� 1500 GALLON D13-3 1573 Main Street - Route 6A SEPTIC TANK LEACHING CHAMBER . � 14.3- BOTTOM orTEST FiTNiI P.C. Boa 1779 D-B©X SCALE I'=30' �eo6)ea6-3601 Office Brewster, MA 02631 (608)896-6602 Fax li 20 33.5`x 12.83' x 2.O DATE. SCALE: BY:CHECK: JOB NUMBER: - G:SAA.lobom slTheDavenpohCpante518124. 1 i. Eddy5trecWWG15124.5505 REV 3-25-201 G.dwg 3/14/1 6 A5 Noted RFR .)MO J6J{{i-8124 .