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HomeMy WebLinkAbout83-784 Site Planw 20 FT. MIN. TOP OF FOUND. SOIL -TEST EL: _ - 107.8 10 FT. MIN. CONCRETE k OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 OBSERVATION HOLE 4 covERs 4" SCH. 40 PVC J CLEAN SAND OBSERV 12-11-86 DATE OF TEST 1241-86 PIPE -MIN. PITCH 12=11-86.. DATE OF TEST 12-11-86 DATE OF TEST CONCRETE i DATE OF TEST TERRY HAYES TERRY HAYES WITNESSED BY TERRY HAYES WITNESSED BY TERRY HAYE5 "; I/8" PER FT. WITNESSED BY WITNESSED BY _ _ „ COVERS - k PERC: RATE `2 MIN./INCH PERC. RATE `2 MIN./INCH PERC. RATE -2 MIN./INCH PERC. RATE <2 MINANCH :a 4" CAST IRON (OR EQUAL) PIPE -MIN. �- 12 MAX 113,8 ELEV.= 109 ELEV. = 105! 2,-O„ - 2% MIN ELEV.= 08'2 ELEV.= PITCH I/4" PER FT. 0 p O' EVEL 0 e u. TOP 8 SUBSOIL TOP 8 ° L _ TOP & SUBSOIL TOP 8 SUBSOIL SUBSOIL `' , :� FLOW. tINE-�_ o ::.n 42" "�' 10° ' � a z I 30" 24" 36" EL= 104.3 MIN. EL= 103.8 a ::.: ': EL = 103.7 I MEDIUM SAND MEDIUM TO EL= 104.0 EL= 103. 7 CLEAN FINE SAND FINE SAND EL= 103. 5 78" MEDIUM TO FINE SAND o 0 EL= 103.1 o DIST o „ FINE SAND 144 .:: �:.:.. BOX I D 6 NO 144" NO 144" NU i NO 104.7 WATER AT - EL= 101.8 WATER AT `' EL= 97.0 WATERAT- EL= 93! WATER AT -- EL= IOOO GAL PRECAST LEACHING ° A EL= 97.1 NO WATER ENCOUNTERED SEPTIC ! TANK BASIN OR: Eouly, I _ . I O' 14*0 r PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = g3't I ADJUSTED GROUND WATER TABLE ( / / ) EL =' , FRA f g. ' 1 ME & COVER SHALL BE 8'-6" FRA WITH MASONRY UNITS E TO BE MORTARED CLEANSAND ND WHICH ARE ORTA BASS RIVER ROD S GUN CLUB I PLACE N k e;+ n2 -_--------------------- - O IIO' �, 114 � J , - p00 GAL SEPTICTANK 116 I$ �:. � � I 2" LAYER OF r TON t/8" 1/2" WASHED 104 108-\ `'ro'DIA 1 I I <.. STONE 02 joOl/. RESERV�. PIT .-1. 106 � , � I I , 10O K6�+.-' 5l�':- '•-1,�M+lo.4oD o\ 10- I -_ 10.5 r_ 1.. ^.�'. ,.: /.." ` ,,1. 3;8 /, li .Jii1t � lI1 iL 4' -IO tT G G � 3/4''_- i 1/2 G,"7,' /moi j:; 8 118.2 WASHED STONE 2-yPRO i\STANK 1 Q 6 , 4 BDRM + a.5 I'll 1 4 l 98 - - ' - -- .., �� •+`', `� '1"',RYWE4 SO'':��7 y� 1 I'.j ' O I W� •O / NG W o BASIN OR LEQUiV t � r a k TOP ` ,•^ fes, ��` - `� -� y� `+ u �a IIB 24' DIA. COVERS lz' PLAN VIEW I FRAPAES 9 COVERS SHALL IO' I6 8E SET WITH MASONRY UNITS i $ eorTea' y► WHCH ARE TO BE MORTARED ;c -I4 IN PLACE LEACHING PIT DETAIL INLET --- . o'.' NOT TO SCALE 112 3M'"r. o OUTLET -------- -- - r PEMOV:ABLE COVER 6" MN. FLC'N LINE_> OUTLET PIPES AS REQUIRED 2F.•y \ - - - - - 108 . INLET FLOW CUTLET \\ ( 5'-4. Li LINE -moi - ` ( 4 FT. MIN. CD - 106 LIQUID .. I" 2" o+ " LOT I \ DEPTH 4 M k UPLAND: 43616 SF± LOT 2- F LOWLAND: 52810 SF! 9ARBARA LAFRANCHISEINLET TEE PROVIDED ° \ I X00 TOTAL: 96426 SFs \ l 104 ; ' i t0 LOT 3 - PER SECTION 15.10.2 TITLE 5 .. 3 BARBARA LAFRANCHI E NO. OF OUTLETS 6 t AVG ELEV OF BOG . 94.6 CROSS SECTION VIEW OUTLET TEE DIST. BOX DETAIL 4 i 1 LIQUID DEPTH TEE DEPTH € % SEPTIC TANK DETAIL BELOW FLOW LINE NOT TO SCALE / - 4 FT. 14 INCHES ,.. NCT TO SCALE 5 FT 19 INCHES �� S8 I'J WATERWAY. 6 FT. 24 INCHES � ' 100 102x6 7 F T. 29 INCHESBETWEEN THE WORK AREA AND THE WETLA DSIN JE 8 FT. 34INCHES / PAVED W A Y ORDER TO FF -TER THE RUN - OFF I %wpVED 99x3 WAT FROM THE CONSTRUCTION AREA E € 247.73 . -- PAVED 98x8WATERWAY _ WATERWAY DESIGN CALCULATIONS B.GUTTERS SHALL LEAD TO DOWNSPOUTS PAVED Y UTE CA AND FRC`J THERE TO DRYWELLS r \. ROUTE BREAKOUT: NUMBER OF 8EC°CC'VS.'•..... ... 4 99x PA 1 A /50x150-12 M,N 109- C- 9.ALL UNSUITABLE MATERIAL SHALL BE 'g9x4WATERW�LE`1-100.0 ----,�_-� GARBAGE DI„-OSLL UMT.. ,.___,,,,,•,•,., NO REMOVED FROMIO'AROUNDLEACHINGAREA OF MtIB 200BTAINED._OK 104 ;�2Oyl,._, TOTAL ESTIMATED FLOW AND REPLACED WITH CLEAN MEDIUM SAND I �A -1 Fo DATUM) (. 110 GA:/B?JDAYx BR. )........ 440 GAL/ DAY 50 y' REQUIRED SEF" 1C TANK CAPACITY ........... G60 GAL. ACTUAL SIZE 0= SEPTIC -,"NK.,_. 1000 GAL. LEACHING ARBA P „UI4E4ENTS i., SIDEWALL AcEA 2."• GAL/S.F. BOTTOM ATEA 1-0 GALJS.F. LEACHING CAPACITY (BCiTOY-+ SIDEWALL) 549 GAL. 2.5GALISF(3 4.1^x9) . L0;AL/S7(3J4.5x5) ` 549 RESERVE LEt•CH`y CAF CITY.. .. ..c... 549' GAL. ' 2.5GALISF('Ja>`0••6; . LO;atISFI3J4x5x5) •� 549 a-� s7 f� t _ . FORM II/5/85 Mr TOM MATTHEWS POND. Locus ROUTE GA �CF � F� s 9a y MARG ET -JOSEPH RD LOCATION MAP, LEGEND EXISTING SPOT ELEVATION' 00„0 EXISTING CONTOUR----00--- FINAL SPOT ELEVATION FINAL CONTOUR --coo- SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT TOWN' WATER W- V/ CATCH BASIN >,II1i GENERAL NOTES= L ALL' WORKMANSHIP AND .MATERIALe SHALL CONFORM TO D,E,O,E• TITLE ..0 AND THr- TOWN OF YARMOUTH RULES IN- RrOULATIONS `' FOR THE SUBSURFACE. DiCP09AL OF tia wm.F. 2.ALL COVERS TO SANITARY ' UNIT15 - 5HALL Pr BROUGHT'. TO WITHIN 1T' .Of Fim-Hf D CRAVIC 3.EXISTING AND FINAL GRADES 5HA13, REMAIN ESSENTIALLY THE LAME 4,NO DETERMMATION HAm smi MA®(' EKY THIF OFFICE AS TO. COMPLIANCE VlITH . TOV/N ZOFJItdG. P,EGULATION3,' owurP / ArruGAHT If: TO OBTAIN SUCH OrTERMINATION F 001A APPROPRIATE AUTHOPHTY, 5 THIS PLAN IS VALID IF IT •IS SYAFAfE0 AND SIGNED IN PED, THIS OFFICE- ASSUME , fife RESPONSIBILITY FOR INFORMATION-CONYIeItfED ON COPIES WHICH DO NOT NAVC ORIGINAL STAMPS AND SIGNATURES 6 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF VlITHSTANDING N-10 LOADING UNLESS THEY -APE UNDE=R OR WITHIN ' 10 FT, OF DRIVES OR , PARKING AREAS. - H-20'. LOADING SHALL BE USED.' UNDER OR WITHIN ; 10 FT.' OF DRIVES OR PARKING AREAS MIN. FRONT SET84CK 30, MIN. REAR SETBACK 20 MIN. SIDE SETBACK 20 APPROVED', BOARD OF HEALTH DATE AGENT PROJECT LOCATION: LdT I ROUTE 6A YARMOUTH APPLICANTt LAFRANCHISE R. J.. O'HEAPAI INC.,+' Reg. .Land Surveyors .- Reg. Sanitarians , 35 ROUTE' 134 - UNIT 2 - P. 0. BOX 237- SOUTH DENNIS, AM 7 ' r.� REVISIONS 6-11 7 SCALEDATE' 1"=40- :.05-13-87 ' DR. BY; BJY Joe NO.: 3520-01 SHEET OF t _ . FORM II/5/85 Mr