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HomeMy WebLinkAbout15 Charles Street - Site PlanI Ell E C My ASSESSOR ; MAP: 70 PARCEL: 105 SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SEC'T'ION G�oQq PLAN BOC •..: 95, PAGE: 85 ti $ CURRENT ONING: R-40 2" PEASTONE MINIMU\I ! UILDING SETBACKS: FLOW ESTIMATE: COVERS WITHIN 12" OF 49 3 BEDROOMS AT 110 GAL /DAY = 330 GAL /DAY 101.5 FINISED GRADE 3/4" - 11/2 �ppQ FRONT Y 6 OF 72'= 21.6' ,SIDE: 20' REAR: 20' TOP OF FOUNDATION (ONE O BE INSPECTION COVER OF GRADE) WASHED STONE /777 BUILD A(; '.'OVERAGE (INCLUDING SHED) SEPTIC TANK: Y MA . 1780 SF 1 I SF = 1864 �F L (1�VE MIN INSPECTION PORT / l 330 GAL /DAY x 2 DAYS = 660 GA ) ti 1864 SP / 9 20 SF -( 9.2 I� ELEV. = 98.0 y�r LOCUS USE 1500 GALLON SEPTIC TANK 98.5 98.0 OI. N FLOOD Z E: C R 9L 4 LOCATION MAP LOT 2 (9,720 SF) ELEV., V. .97.96 97.79 _ 98.25 1500 GAL ELEV. ELEV. ELEV. SEPTIC TANK D -BOX- (6" OF STONE UNDER" 97.5 0 o 95.5 2'-4' 2 -4 ELEV. 36.5' (6" OF STONE UNDER OR ELEV. MECHANICALLY COMPACTED) GAS BAFFLE INFILTRATOR CHAMBERS (MODEL 3050) - WITH 4' OF STONE AT ENDS AND TEE SIZES: AT OUTLET TEE 2' AROUND SIDES (36.5'x 8.2'x 2' DEEP) INLET: 6" UP 13" DOWN H-20 ( ) OUTLET: 6" UP, 14" DOWN j ! TH-1 100.0 TH-2 100.0 TEST I -TOLE, LOGS O/A HO ZON ELEV. O/A HORIZON ELEV. N LOAMY SAND LOAMY SAND 99.5 7„ IOYR 2/2 99.4 6" IOYR 2/2 ENGINEER: T HO2vtAS McLELLAN, P.E. B HORIZON B HORIZON WITNESS: AMY VON HONE, R.S. LOAMYISAND LOAMY SAND - IOYR 4/6 IOYR 4/6 DATE: 5-25-06 26" 97.8 30" 97.5 I PERCOLATION RATE: < 2 MIN/IN C HORIZON C HORIZON FINE SAND FINE SAND 2.5Y 7/4' 2.5Y 7/4 132"1 89.0 132'' 1 89.0 NO GROUND WATER ENCOUNTERED NOTES 22 - I. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE IF.OP, IPE 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT EPTIC SYSTEM. 4. ALL J 3. PIPE PITCH PRECAST,lU 41TS SUBR F001 (UNLESS NOTED OTHERWISTRAFFIC LOADS TO CONFE. WITH AASHTO H-20 LOADING SPECIFICATIONS. S --- •-_._ _100.6 loo CHARLES RE.ET \� o ,S 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. 101 1 EDGE OF VE 49 7. THE SEPTIC SYSTEM HAS NOT BEEN DOSIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.GRAV. \ O J DRIVE EL 10' I \ \ S 8,I Sb 0 _"I 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL $?� 100 \ 35, 55" 1 �i� 98.2 CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.. 00'_ '-F 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. _ i / I ' G �' W 3' \ �� 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. 10.0' I \ pi w M!N 11. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED 2 1 MODRIVE / TOO BEM DIF ED / U JZ w / PROPOSED GARA GE I w x 20.0' 3 BEDROO EXISTING DWELLING TO BE DWELLING \ REMOVED AND REPLACED - .. 10.0' i top fila. = 101.5 f (TOP FND. = 100.25) I MINS ST f -r 20,5' / ; - , PROPOSED TH1 / \ 0 \ J i \ 3 BEDROOM / \ \ J 3 24' 24' DWELLING �CPi 101 G _ n / 100 N 81.50'55O^ �_ FENCE r 14' 4' 16 2 , 6 14' W tt GlC� 22' Bl N(: 'MARK AT �_ Ya CONT !f.t> IC I? 251:"81 $ PROPOSED DWELLING DIA'' TION = 100.22 APF'E SITE PEAN LOCATION: 15 CHARLES STREET, S. YARMOUTH, MA �tHOFk4s TERRY KEY: o��T110MAS Js9Oyc WAF IN NEA w PREPARED FOR: EXISTING CONTOUR MAELLAN civ! No. ss7zl REEF REALTY PROPOSED CONTOUR - - •� EXISTING SPOT ELEVATION: 25.5 v 9 No. 36471 p " DATE: 6-9-06 PROPOSED SPOT ELEVATION: 25.5 9 Fc/ t PSCALE: 1" = 20' REVISED: 7-13-06 ADDITIONAL UTILITY POLE TEST HOLE: -0�- I tl I.. UTILITY POLE: -O- 11 7�I b w BASS RIVER ENGINEERING FENCE LINE: i HYDRANT: RETAINING WALL. © THOMAS MCL AN, PETERRY TERRY A. WE'.RNER, P. L. S..0. BOX 1163, EAST DENNIS, MA 02641 - ' JOB N M6-13508-385-3426 - FILE CUPY