Loading...
HomeMy WebLinkAboutBLD-97-5312,?EQUIRED TITLE FIVE -VARIANCES j sC� (I__ IOd�b tt k 't.'r rvyt ?9A TO BE LESS ..-+.:a..'..�..tw,.-> n 1I. t . L i • 4 .Y3T7.YL 7iSA'� t'. 1 '%i:.+ Y.., ti (:3 c.•.. fltl .. ��i13 � 7 � 't• - uP 1 t .VREQU•TRED?Y9IR�OU- i ';:tMf ANCES LOCUS- -- t ,:;.lii:3liT0 4�T7Y+ s r 4,11.'l �7101rl7`'G-1I:£1517.�Z. "� � � cz_i: cid 'r.5.:a 4•111, X,, % T.,.:t♦ -c qC n n1'• 4 N 9l r / liT STi QO103w C3OT ."� n 1,r4 c .:a':y : s .- r• ...•D TO HA%IJ: 3S � `(TH�"S'EF?Ir FEASIBLE COifFLIAh P}•• ' � i �- 1'.::i a�l/a••�S`ia'iV.Cj 311'811 0'"+ 3i>s. �:..lL.:'rC v.O�T�:..-:Y'�+:CJ S,IA .6 t le Y il Ti �c RC 'Zf ax .._ . j f LOCATION MAP t[f V e its L re. i�.'✓`S i3.US da.a -- �•i` ms's �1+• - :�. . • ASSESSORS' APAP '!' w v` A14CEL 7` ; ,, k « ^-3'.+ 1OT XFLt, 217 rr°,.r11�,•r-r rin.}a,* .. rx� ,. •, FI.00D`F,•i„rL.•f A42 :�f.�)\•�•J Gn• -t w .. ••' -rend AT Ly';}7 `,• i "'Y1. `i .x ...�..S1Ui: ..�( lrt .- .,tp 3t a..'A VA 7 fR, .'OSED PAVEDDRIVE t. 5 y s PAVEMENT TO BE PITCHED . ,. t :✓iRD FRONT YARD AND '.`:,s? 8. l 4 �' ; •-;.::.: 4 6.5 -- �- 4. MIL POLZI1 55' 3' ASPHALTIC'' c;, L �` -v L T ..,.riJJVC WALL 1 ,..,.., .., - ,a pW •. 611,.:.. L,\ -C; )C'w 0_SG' o/c }: 4 •- I a �Y a 4 1< o% L...4:;ER j I VA' IN 1 d'..'T L..�L � A'ITII DJu:,: t.Li t , v C C7i N. ' :;1REEr TO PREVENT RUN-OFF- YROM FLOWING TO WETLAND) 4 s WORKNNLLIIME LINE TOTAL AREA r' 24,814 ± S.F. (057± AC.) EXISTING SEPTIC,SYSTEM �( (SEE NOTE # 12. FIRST FLOOR OF EXISTINGDWELLING TO B TO ELEVATION 122RAISED c- • - w7.; ti j4.sIr , u Af SDGE OF WETLAND >/ '4.tr / 3* 4 =-EXISTING RETa1N1NC/ 1 v' eft( WALL, ELEV. 65 1 ,:AI3Esr�,cLELLAN ENGINEERING,J j X Tit> LT P.O. Box 463 k ZT OIi'. ,MASSACHUSETTS 02670 It>J`L li ?t .1 os E h AX -F068 ) 588-7710 nr, sf =056- (DISF26F) 9 i 4 V Itq � ?-1 PROPOSED WATER LINE BENCHMARK AT NAIL EL • ELEVr 3.42 ----- EXISTING CONTOUR: - 11 PROPOSED CONTOUR:............................... EXISTING SPOT ELEVATION: 255 PROPOSED SPOT ELEVATION: 25 -TEST HOLE.� !E UTILITY POLE: -0- FENCE LINE: I' fRETAINING.WALL: "T EST HOLE`" L045' j'I: C111EER: -THO AS;WcLELLAN, P.E._ .ITNESS: • RON,1`- !II�LAC R.S. i DATE:.-2� , 1-96 . f; PERCOLAT70N RA :' ,-<12 A! -IN 1, 64 , x r. r i i •1 ,.i4� S ' .'•NOT.ES� -, - - 1 j :_:, i ,,•. <".�a� L '.Li:V� �.•I.>L 'l 1.: �"i+. XYd1LSJ.T.E. j � \9 • 9 Lt�61'iILE 4.0 - 4' PVC PIPE TO BE USED T R�UGHGUT SEPTIC S3.ifEM: G:,� y`.1:-•7' ALLeFitZ...ae•,:�i. I�7,t K:W�iH AAS�TQ., 11-10 \`�'••, . -- -L u J- _ h ., •:r fix, }r__ a•fl� > Jaz 'IiW M11`1TA(UN�LESS NOTED OTHEF. ISL i \, FIr4 L 7 Uo lw11I31iS SET,;j VEL AA Z " U_•,7 NAF��C�ICtj Ef TO ACCCYODATE THE I .>£�7• d G`�'t�:�YY.�;:SiY:i'�"d89,'0.1fi:i3+3'4 it ^.\� BN B. ALL COLIt,JCTION DETAILS ARE TO BE IN CONFORMAN'CL' IlTE Tl A > y t STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LLCAL , *q y. ,.7 1 S. CONT x I wL TO vzA;FY LOCATIONS OF ALL UTILITIES PB1oR.:: _- - .tLL SEPI'JC SYSTEM COMPONLNTS NOT TO NTNSURE LE}F..NT': I.vla ECUAL�;�w vLt�1PEDA{DF. „>►JTHSANDOR Li LOCATED ,ct-J'IMEOF'CCNS7'R.ICTION. ..,ir1LAI. bi hwauRES A.rca9' TO LS PdjJPED AND riq rb WITH ,ANI+ G1 JaODVED, LEACH FIELD OR TJX1r'CIi,ZS, AI: F> TO'LB Al 1a (!c:SIGN ENGINEER TO PERFIORM THE FOLLOWING INSPECTION JUMOVAL AND REPLACEMENT OF SOILS. B. STAKE LOCATICe r J:ETAINING WALL. C. INSPECT FOOTING LOCATION AND A'r . TO NOURING WALL. D. INSPECT WALL HEIGHT AND LOCATION. 1'. ! , x,F, 1 rWSTALLATION OF SEPTIC•SYSTEM COMPONENTS. 7 E 14. ALL UNSUITABLE SOIL (FIAT AND B HORIZON. APPROX. 78' .":Ls r'> T ko LE +' REA O'VED WITHIN b' 01 � ACHING AREA AND REPLACED Wj' > i is +J N' T l7 L'ED4�M SAND. ' 7' T /' �+�P ' " ti 1 l ' ' 1' _` .` 75. ROOF RUN-0FF TO BE DIRECTED TO DRY WELLS. [ , Yi 3 d -+l - -1 •�,: x '- 1G. WORK L�MIT LINE TO BE DOUBLE STAKED MAY BALES OR SfLT:1w'� F1 1'.5 1 1 ?' 3 i"F: r 17. ALL DISTURBED AREAS TC BE REVEGETATED OR MULCHED UPON COL .SL BA'DIw01fS AT 110 C.tl / ')AY1BL`PJ ,j5 = •; 7 CAL/.',i.: OF PI:OJECT. i SEPTIC T x' F:. '4.40 GAL/DAY x 2 DAYS ! 0 Cd i_ USE I 150;') GALLON SEPTIC TANK LEACHINGS AREA: USE' G .STANDARD INFILTRATORS WITH 4' OF STONE _AL, UND SIDES AND 3' AT ENDS (50' x 11' r 7" DE'E'P) SIDE AREA: (50 4. 11)2 x 7" - 71 SF (.74) 63 CAL,l DA)' BJTTOIJ AREA.- 50' x 11' = 550 SF' (.74) v__ 7 CAL/DAY TOTAL CAPACITY C1'lL/D.�Y SUPT I C SYSTEM SECTION- 129-2 ECTION 122 n PROPOSED FIRST FLOOR COVERS WITHIN 12" OF FINISHED GRADEINSPECTION (ONE INSPECTION COVER 0 BE WITHIN 6" OF GRADE) 6.59 1500 CAL ELEV. SEPTIC TANK \ ELEV. (6" OF STONE UNDER OR MECHANICALLY COMPACTED) TEE SIZES: INLET: 6" UP, 13" DOWN OUTLET: 6" UP, 14' DOWN GARAGEUUNNDE_R r I.T 7, PROP PROP. ADD, DECK EXISTING ,4 BEDROOM D"'ELLINC 10 1St FLR.� 7S EXISTING t Pl:,)FCSLD D LLLING 2" PEASTONE 3/40-71 1/2^ WASHED STONE ELEV = 6.4 6.34 5.4 ELEV. D -BOX 6.1 9 3 ELEV. (6i OF 622 STONE ELEV. E__ 50' 5' ELEV. UNDER 6.0 6 STANDARD INFILTRATORS 4'ITH 4' OF STONE AROUND SIDES AND 3' ` GAS BAFFLE AT ELEV AT ENDS (50' x 11' x 77. EFF. DEPTH) OUTLET TEE ' GROUNDWATER ELEV.= 0.4 V.1✓.J 1? --7 SITE ANDSEWA L PLAN / APPROVED DY: DATE: t \ K a THOMAS 11cLELLAN, P -E-1 JOHN Z. DEMAREST JR., LCCA TI0,k' 5 NEW.., HAMPSHIRE AVENUE 0 WEST YARMOUTH, MA t PREPARED FOR JOSEPH & 'LENORE F,,LAN,Ac'atk1 ` --- + JO _ SCALE: f = 30'A h g 6 , v.: REFERENCE: PLAN BOOK 25 PAGE 49 _ REVISED: 6-3-97 REVISL'D. 6-`I7 '5J'"] ��1lGjyl�G--