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HomeMy WebLinkAbout83- 877 Site Plan' 20 FT. MIN. SOIL TEST TOP 'OF `FOUND. I EL'= 99.0 10 FT. MIN. : OBSERVATION HOLE 3 OB COVERS CONCRETE OBSERVATION- HOLE ,1 OBSERVATION HOLE 2 -OBS 4!' SCH 40 PVC - - 12446 12 -II -86 OF .TEST 12-0-B6 COVERS CLEAN SAND DATE OF TEST: 12 11 86 DATE. OF " TEST DATE 'OF TEST DATE PIPE- MIN. PITCH , TERRY HAYES WITNESSED;:BY -TERRY HAYES WITNESSED BY TERR- EM WITNESSED BY TERRY HAVES'. a:; " CONCRETE: WITNESSED ♦3Y ,• _ I/8 PER FT. COVERS 2 ATE .2 MIN /INC H PE C R .. ' PC RC. .RATE 42 MIN./INCH PERC. RATE .2 MIN./INCH PERC. RATE `MIN./INCH R :e� 4 CAST .IRON (OR ELEV,a`118,2 ELEV. = 113.8 ELEV. 109.0 ELEV.= 105.1 EQUAL) PIJ?E-MIN. 12, MAX - 0 0 O PITCH I/4 P£R FT a 2% MIN ' TOP AND SUBSOIL TOP AND SUBSOIL TOP AND e' . _ A O TOP AND SUBSOIL SUBSOIL 0. LEVEL 42 24 36- FLOW LINE .x. 'S0 fL.iS.T _ : EL -106.0 "° : o .._.. iV Z o.. 10' MEDIUM SAND' EL401.6 EL= MIN. EL = 1115 ' EL= E2.0 c 78 CLEAN FINE SAND MEDIUM TO FINE SAND MEDIUM TO EL= 82.2 Ct.r^L FINE SAND EL= 111.E EL = II1,5 0o 0 PINC SAND EL= m,0 DIIST. 0 6. 1G2"144` 144' 144' BOX o Div W.1T ;R .1T CL i 104.7 WATER AT EL = IOLB WATER AT EL= .97.0 WATER AT EL 937 q 1000 GAL o A PRECAST LEACHING o EL= 105,0 NO WATER ENCOUNTERED SEPTIC BASIN OR EQUIV. TANK 1 ' PROFILE OF �+ ��//� �± ` BOTTOM OF ,TEST HOLE OR OBSERVED WATER TABLE EL = 93.1 SEWAGE DISPOSAL :SYSTEM ADJUSTED GROUND WATER TABLE { / / ) EL = BASS RIVER ROD AND GUN. CLUB ,�_ - - _._ 4. NOT To SCALE FRAME & COVER SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED CLEAN SAND IN PLACE a 114 - - ,` 2 LAYER OF 0 0 ad / .� 108 \ p6 K8. 120 , 1 . _ •Q.� .�' � � i J�.Oo � / t t 1J8"- I/2' WASHED _ 104 p ,'p l'� I 4 \ _, t t �... STONE 2 \ , ,� / _ 106 91 99.412, : 100; `. 10 . � y;r \ � � .. � •� „ jOS 1 \109 •• � `' � � 110 LEACHING AIT it t r / i ��� 4. �� t ♦ : IN t 0 p „ .. r i a I M 10 M 3/4% I I/2 I v s 7 ion. � -..� / \ , . r /0-90 t 1 _ > o WASHED STONE A 6 ., ^ C� „ �� .! 1 t Ido%'RESERVE i 0 ^x o / rr t t 6 wuj 1000 GAL --.----... PRECAST LEACHING SEPTIC w BASIN OR EQUIV e r aP� -COVERS---/ 1 96 _ - - -- 1 I rY�E. I @ n 20.5 O < / �\'•'��..,� :�" �. \ � ` � � 11 I ,y �t,0 24 DIA. COVERS I .. t _ j_ s,, 2 I _ : ! .t �t _.- PLAN VIEW 2 6� , It- \ FRAM 8 COVERS, A .. � � 1 t •Gi ,� „>. ES 0 RS SHALL t .. _ a. s 20 5. 10' 9� � \ , � : \` � \ \ � c -�,.: ,l � ��-�RO� � BE :.SET WITH :.MASONRY UNITS \1 B ;DRY L WHICH ARE TO BE MORTARED \ \ t . R - k n . ti � ca ,, i t ; . _ •. o . ,,�. a ..�... LEACHING PIT DETAIL +, ,. -sem ..; \ t I T j.r, \ 34 i I �, IDLE e r \ 2 : .MIN. -. c. OUTLET NOT TO SCALE ti 6 MIN. FLOW LINE r \ C 1 m --+>• REMOVEABLE COVER \ I \ i\ _ _ N \. », _. Ito MIN. OUTLET PIPES - i \ i 2 a. It .:. OUTLET .TEE AS REQUIRED 1, r t ! 10 MIN. �(\ x \ I) * r'' LIQUID ;DEPTH : TEE , DEPTH tl, BELOW FLOW LINE 5'-4" J'-4 4 FT. 14 INCHES INLET of\ ! o O» 5 FT. 19 INCHES OUTLET a' O 4 F`f MIN. - _may , r FLOW fl:. t 51 6 FL 24 INCHES v� LINE LIQUID _ /0�0' 7 FT. ' 291NCHES - d C \ c��Jp DEPTH •: 1' 6 4 8 FT. 34 INCHES 2 41 v n \ A I o \ I �.'. INLET TEE PROVIDED It Z '\ - ' !dT t ` 0 PER SECTION 15.10.2 / . y sf S o ? TITLE 5 pt y3,o7 * (JPGf1N 9 p si AVG. EL OF BO `• 94.6 LJC�ND•I 1. ) 0 SF,= .1 t \ : 11 02 , t / ca c r s �, a , I I NO. OF OUTLETS: 3 7c, t J� - CROSS SECTION VIEW LOT i I I 1 =' zo 2 DIST. BOX' DETAIL BARBARA LAFRANCHISE , 20 t �o SEPTIC TANK DETAIL NOT TO SCALE i y, 1. NOT TO SCALE � ... SET O.H. IN STONES . ! S✓7.00 IN STOIS£ S£T w 1' f 1/rrv�, ��� 7. HAYBAL L SHALL BE STAKED PRIOR TO EXCAVATION --.�. ^. ,. L Jr _--,_..- " AND SHALL REMAIN UNTIL REVEGETATION. �-" " -------- -- _ _ _ - - � DESIGN CALCULATIONS : 8. GUTTERS SHALL FLOW TO DOWNSPOUTS; THEN TO -_ -- ROUTE 6A Z Io) - �'----�`�-^ ���a✓T DRYWEu . .-----" '� 5 L..O. {SHEE -- NUMBER OF BEDROOMS M 4 189 >.usrv` : ° GARBAGE" DISPOSAL UNIT NO ". TTA ESTIMATED FLOW � S.M.-TOP OF M.H.B: El,. = 100.0 ___._- � TOTAL S (ASSUMED DATUM) _---- ( i GAL/BR./DAY x -4 -BR.) 440 GAL./DAY ,.} .- -... REQUIRED SEPTIC' TANK CAPACITY 660 GAL. ACTUAL SIZE OF SEPTIC TANK 1000 GAL, BREAKOUT CALCS: LEACHING AREA REQUIREMENTS ° . °,66 SIDEWALL AREA;_2.5 GAL./S.F. r 6 NO ■ 150 22.5 : NO BREAKOUT _ .BOTTOM AREA },0 GAL./S. F. LEACHING CAPACITY ( BOTTOM SIDEWALL) 549.7 GAL.12XY %y`tM DIM ``H DF MSS ' (314>s2.5.6r10)•(31x 4 LO x 5 , 5 ) 7 RESERVE LEACHING CAPACITY 549.GALI04%it .•A H Pv etre _ FORM it/6/-115 i I „ TOM MATTHEWS POND : LOCUS-- 5� 6A 'q MARGARET. OSEPH RD.' J LOCATION'. MAP _ f LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR - --00----.- -- FINAL -SPOT ELEVATION E I FINAL CONTOUR --t 00 SOIL - TEST LOCATION ; TELEPHONE' POLE -0- HYDRANT Q' - TOWN WATER CATCH BASIN f ©N NOTES ,GENERAL L ALL ` WORKMANSHIP AND MATERIALS 'SHALL ; CONFORM , TO D.E.O.E, TITLE 5, AND THE TOWN OF YARMOUTH RULES $ 'REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO :SANITARY UNITS 'SHALL `B£ BROUGHT TO WITHIN 12° OF 'FINISHED GRADE 3,EXISTING AND :FINAL GRADES' SHALL` REMAIN ESSENTIALLY THE SAME 4. NO : DETERMINATION ' HAS BEEN MADE BY THIS' OFFICE AS TO COMPLIANCE. WITH . TOWN , ZONING REGULATIONS. , OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, 5. THIS '`PLAN IS VALID, ONLY `IF IT IS STAMPED AND SIGNED IN RE. THIS .' OFFICE` ASSUMES NO RESPONSIBILITY: FOR INFORMATION CONTAINED ON 'COPIES WHICH : DO NOT t HAVE ORIGINAL , STAMPS AND SIGNATURES 6.ALL COMPONENTS ;OF, THE -SANITARY 'SYSTEMa°" SHALL . BE CAPABLE 'OF WITHSTANDING H-10: /, , LOADING UNLESS THEY ARE UNDER 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 SETBACK 30 MIN. REAR SETBACK 20 MIN. :SIDE SETBACK' APPROVED; BOARD OF HEALTH DATE• AGENT PROJECT LOCATION: RTE. 6A YARMOUTH; .MA _ APPLICANT:: BARBARA LAFRANCHISE J 0 Hf- Iml A/c Req. Lond Suryeyors -:req So ilorians -' 35 ROUTE /340, - UNIT 2 - 'P'.0., BOX 237 SOUTH DENNIS,', MA., ,,�iH ft11N�ryy„ rl =,r�• .., 7-3- 8E3li�Y . �. // �j3o%YAC REVISIONS SCALE. 1'_40' DATE: DR. BY- APPD.-RY 9% K.S: �•�� JOB NO.+ SHEET V,cCIF 3520 3 FORM it/6/-115 i I „