HomeMy WebLinkAboutBLD-97-5312,?EQUIRED TITLE FIVE -VARIANCES
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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
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v` A14CEL 7` ; ,, k
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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
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<".�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'"]
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