HomeMy WebLinkAboutBLD-97-576W 0
-!,4. ; ; ,
WATER UNE FLAGS FOUND
C,7
f _G GAS LINE MARKINGS FOUND,
T I
.9cf� T* 11, EXISTING & PROPOSED MARKS;7OINTY10 3'�Om
EXISTING CQP�F_TOUR
Y3 T U M 0 WT 1,13V R U Z 40132'J'X_�; %(�T
IJI
CO O0WI 1-1314WHO POT90M
PROPOSED N 3JA20 _iO 'e� OT, ',!V,,AT --f,30�'
M 2 HTIvi 'S\ 1 .1 OT 3JSU00
VVI!ft�'15bLlq J10? 3HT MOM
s O1 U0 i f!
OVERHEAD UTILITIES IIF SHOWN
1.9 flO HIjA2; r_A0P iw
(hiA GVU051A •e qF01 JA;33TAM Jff? vilvi-1.9 fi3._I.1A-r) E
c:!, -,J,1 T A Cj' 1. 1 �EE G1,1iA0 ;z.AJU`:NA',T) !,1A?JJ
TR (jf�aSHOWN- 0ToAttITSHOWN)omr,3_4--.,-,
01 gUpS&60V� jJ11 C
'$%YI4A 3vOM351
',",!A A1
c.4JITAJU03PI -IAJCAJ O1,LA d 3JT!f T;_3M 0'r MID!TOURT
T le) Lf
t jil'.r i 123. .2 no. :3TAn- 3:OH T23
132"
I:ofDu!rv3 iio2 onllilbDO no51 :Y8 (13M9O_1.q3q I
HTc13a 29, ,enc:. noV J yrnA :Y8 0322314TIV/ 138"k
41'16 6'e 10yr 2/2
16omy4ond
13 10yr 5/8
4c6-niy iond
C1 -:1C
f�r tO'yr 6/6
QtMefftm sand
;c- illk ;, 4�,, -,
tl '16*' 10yr
'A rriediuni`•tsanii'p
April USGS �rrj
70STr_V Wo
TO), I I - : -1 ..-.
17.8 _4__ALL_PII-r_S TO BE 4 SCH 40, AND PITCHED AT 1/4* PER FOOT, (UNLESS Nd
`5� MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100- ARE ON TOWN WATER"-: -:011IJ 'A3"FAY,'
'-LOCUS APPEARS tO'13E� IN AN R-1!25 -10, UNLESS NOTED.
Z -COMPONENTS. TO BE AASHTO H
-7.
ZONING" DISTRICT, !AND SU`8JE*CT;,,;T1O, 'INLET -TEE TO PROJECT DOWN 113", OUTLET TEE DOWN 14". !1/11.,' 2 A,_1 co
CON STRUCTI ON -,YARDS`XF.-�:)�-, IF.. TWO OR MORE LINES,,, WAT�R..,' •JtOT TO`
PIPES TO BE LEVEL FOR FIRST TWO FEET.
!'rjpp.vll)EPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE :,9,; _S C4 E it
FRONT YARD Zo'
BUILD UP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS 0-
__-._ONF__jCOVtR7-.OF TANK TO BE WITHIN 6- OF GRADE.
15.3 SIDE YARD 15 'V45fioo G..,
10. STONE TQ BE DOUBLE WASHED 3/4 TO 1 1/2- WITH 2- Mt t/q TQ)l/ 278
REAR YARD, 20" 8y P
f �5TPNE-,-�NT�QP.
_N5T. IF\1*501ABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG A E -FO
18N 8 NL
tr.LCONTACT
�UAGTUAL`-ZONING OETERMINATIONS.NUST I b!ma THE BOARD OF HEALTH, OR R.J. CADILLA�tjth,0112. 91) -3[TIJITLJ 011"CiN513"'10
12 -IF -AN -0 DIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING
..BE,-MADE'-7OW4'ZON�NG,�OFFIC�AL. r 4.,4,,J'O (BEI CLEAN GRANDULAR SAND MEETING $VEtIFICRTIONff, Of C5TbQ01J(k165(1); . :3 �Tf L-OCATIONg, MAP
4P: AN FILL ANY EXISTING CESSPOOLS. REMOVE ANYJ
SPI�TQ
D
LEACH APEA, AND BURY ONSITE WITH THE HEALTH GEN -J IS , VAS i1
q11)
7.5 _hj:jpA1_4qp?N$TRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
HIGHPOINJ �HIGCINIS! CROWELL TEST HOLt 1
10 53, *D?.0 hqA
�ov
TEST HOLE DATE: Jan. 2, 1997
6.8 CENTERLINE:_5.? P1. 3 3 r
b5,,,)qa a PERFORMED BY: Ron Cadillac, Soil Evaluator
V./1TKlf74Z4Zrr) PV A
- -4 --- I m L Yon None, RS
�11V'60-'3> :3TA9 0939 8r_ I ly DEPTH (inches) a ELEV.(feet)
FERC RATE: <2 -00"'Aneh
01,10z e2l� o:) I19VIDi :kCt;:"I)T.3v71VC ifuc 0
U) SOIL SURVEY(1993): C drse sand
-Z: ejiacrqb niolq rfc-owtuo sbiwir.)H :(aSe r)qAM 0100_1033
GEOLOGIC MAP(l 986): Harwich outwosh plain deposits 3-
-1-1y'ol < NOTE: A TOP Ot FOUNDATI01N'jELEyATI`6`N OF 74!3) V, 0 -j-13 VoiTA111,111U.-Io"I 0 I�OT A :3 -TOM
00 •
.0-:r P -3U-357. Z"i T331 F -et
19.3 FEET IS REQUESTED. (CLOV,19.3 I E _1 -,T
5'
N --jr )I.A
'RD,
J0 .,INSTAI I FR: HAVE WATER ABOVE HIGH POINT ON HIGG'1W'C�OWER-zf 12.4 11 _amb � -0 112 VO TWT -q HONH 3VIDOik
-n__ � F Ln 11j,0q HV.�fR0P1V9_-qQ I
AND 1AT�85VEf4kGH POINt�j F13TA%',! 3\/AH :fl3J V-12141
I PN- Aqcts�',Rb. 1,4 - I
SERVICE LINE TO HOUSE 11.7 t. I` (]�,A
T . I v, 7 13 2
mool TH&.F60NDA-n'6N'4_' 010 -1 F13 ver 5 F. A; D 34 4 A 201,99 C13Afl-' I! _`ZZ TO -1 VO
a,. Wot :9 a A NEGATIVE. -3/4" PER FOOUR 32UOH OT 3W_I 3
I AbE IS"-_T'�-,BE-� 21 3
ON LOT 2 MARKED PRIOR
MAINTAINED V4 OUND b7'AC114 r_ 64
a91_1.3vnI - . 1 0 j _j
C-*�
c
C
0
TO INSTALLING LEACHING T W NIATHIAM
.�o "IJ `Proposed Inve :DI,,1IH3A3j OKj 'I
70 INSURE3407XSEPARATION,; Use Gm Sc0a 31
bezo�.4
Tu
7
�ilr)l A a _P_ Pr d
A.-
3MOT2 A39 901
WETI, _771 Frl 4:81 < T3N TOP PEA STONE
*7
.a
CO r
8 im
K 91
.6'
1.7
"art Ix 1-4 _�-7n -invert 151-
ENC}i kj�i)`V�_4()D UcAnT 126"
Fill 13.8
layer
A. la r 10yr 2/2
"06dy loom
131 p yW'r 1 Oyr 5 /6
IS any loam
U, 10.3
C 19yy2r1 7.5yr , /6
1 OMY sand
obs SL wate 6.2
08 #,r Ptev GA3H q- I-
b5zo nveN MY! - I vert 14.80 43.0
j! D; 0 0- Z -A S, S L16N M -fflA-q
rr, .4'
ct; (]Utle �6 AS tbf) 47) 1,u nder] mposed I
0 r N 0 U Bo"Orn
3 170
LYMkN 4Yj r- 10 7'
Jr m1ettbA 202U '2 1 72
?.nOU-P21.V�14 L),ij?U 1.5' USGS Adjustrnirlt
E CaO3 Using MIW29-Jan.96
LOT 2T0�Zone 8
1�
1. e: 8-2 A, r 1- f N .2
u0bser4�d water &12
HIGHPOINT OF R.O.W.=18.2 1\ 1% er TH 1 TEST HOLE 2
.A 40 ., \3j
A-%
(f-,-)1).V7j3
0 -10 TV1,109H01H
(a,.)rioni) HT93
ATAG V-01230 ,DEPTH (inches) ELEV.(feet)
.,7
0 N /F/ DESIGN DATA I
lsyoo
1 7 P *4 -- . I✓ I - 01 U
BEDROOMS -
%17.6 6iu�3"
_1A 9,.: GARF3AC_ZC9INDER-
�EIfJ IST
x 8.7 T I!,
I . I i 1% _ _,_ I I � II- �_ 7.5 REOU1RED_CAPxq;y. 330,GPD-'t 12
T"Or 1-01 8
SEPrl!lf�NK�.. 1 �00 GAL.. TACH REA
�A'
L -i
BOTTOM LEACf 42"
VSr 420 3 0 Isr -2
rx 17. A J t • ! 0 T Fj
qv�70 frx
2 1 _\'�\ - - 5,� , M 1,2
YIW A IT Y i I Z, �i2 SF U 3 1 NP, IL I A MAXI NS
x -47 m-1 W
STONE
[(29.75' X" 0,83,'
SIDE.LEACHT� 138.8 SF 4 -'FOR- A`4
., - . X
ig .5 ;1 71' DEEPZ� A
�112
L2(2
_T)E
7 17.6 F ARE
.18.7'..- 1 � �_-' ^ e.
- .j 11, - ----`bESIGN 6�PACI`TY- -1
r, 17. 12 3 0�1 17.7 34' kfiJ D
X *i4 GP /,S
PC, x
[(322.2 F
OnwFT11V ,
3 \ -- , V
17. 2
k It
4V' V.
b.01
9
6
70, 17.3 N/F `,t; s,21\3
_'.. __4 -3110usc
/ 17/ 17. 7 . ?V
0 layer
3\ 14
1.0 r 314
8 layer 10yr 5./8
sandy loom
LEGEND HAND BORING 1
(5/27/97)
1.'L
TH T,
TEST HOLE_ LOCATION, NUM _bER- DEPTH (inches)
ELEV.(feet)
).V-:-- -
cus IS A.M. 25, PARCEL J3.
2. ELEVATIONS SHOWN ARE ASSIGNED. t 1, t
1 tOCUS AS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
*P
-1
7
t.;_ V�
W 0
-!,4. ; ; ,
WATER UNE FLAGS FOUND
C,7
f _G GAS LINE MARKINGS FOUND,
T I
.9cf� T* 11, EXISTING & PROPOSED MARKS;7OINTY10 3'�Om
EXISTING CQP�F_TOUR
Y3 T U M 0 WT 1,13V R U Z 40132'J'X_�; %(�T
IJI
CO O0WI 1-1314WHO POT90M
PROPOSED N 3JA20 _iO 'e� OT, ',!V,,AT --f,30�'
M 2 HTIvi 'S\ 1 .1 OT 3JSU00
VVI!ft�'15bLlq J10? 3HT MOM
s O1 U0 i f!
OVERHEAD UTILITIES IIF SHOWN
1.9 flO HIjA2; r_A0P iw
(hiA GVU051A •e qF01 JA;33TAM Jff? vilvi-1.9 fi3._I.1A-r) E
c:!, -,J,1 T A Cj' 1. 1 �EE G1,1iA0 ;z.AJU`:NA',T) !,1A?JJ
TR (jf�aSHOWN- 0ToAttITSHOWN)omr,3_4--.,-,
01 gUpS&60V� jJ11 C
'$%YI4A 3vOM351
',",!A A1
c.4JITAJU03PI -IAJCAJ O1,LA d 3JT!f T;_3M 0'r MID!TOURT
T le) Lf
t jil'.r i 123. .2 no. :3TAn- 3:OH T23
132"
I:ofDu!rv3 iio2 onllilbDO no51 :Y8 (13M9O_1.q3q I
HTc13a 29, ,enc:. noV J yrnA :Y8 0322314TIV/ 138"k
41'16 6'e 10yr 2/2
16omy4ond
13 10yr 5/8
4c6-niy iond
C1 -:1C
f�r tO'yr 6/6
QtMefftm sand
;c- illk ;, 4�,, -,
tl '16*' 10yr
'A rriediuni`•tsanii'p
April USGS �rrj
70STr_V Wo
TO), I I - : -1 ..-.
17.8 _4__ALL_PII-r_S TO BE 4 SCH 40, AND PITCHED AT 1/4* PER FOOT, (UNLESS Nd
`5� MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100- ARE ON TOWN WATER"-: -:011IJ 'A3"FAY,'
'-LOCUS APPEARS tO'13E� IN AN R-1!25 -10, UNLESS NOTED.
Z -COMPONENTS. TO BE AASHTO H
-7.
ZONING" DISTRICT, !AND SU`8JE*CT;,,;T1O, 'INLET -TEE TO PROJECT DOWN 113", OUTLET TEE DOWN 14". !1/11.,' 2 A,_1 co
CON STRUCTI ON -,YARDS`XF.-�:)�-, IF.. TWO OR MORE LINES,,, WAT�R..,' •JtOT TO`
PIPES TO BE LEVEL FOR FIRST TWO FEET.
!'rjpp.vll)EPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE :,9,; _S C4 E it
FRONT YARD Zo'
BUILD UP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS 0-
__-._ONF__jCOVtR7-.OF TANK TO BE WITHIN 6- OF GRADE.
15.3 SIDE YARD 15 'V45fioo G..,
10. STONE TQ BE DOUBLE WASHED 3/4 TO 1 1/2- WITH 2- Mt t/q TQ)l/ 278
REAR YARD, 20" 8y P
f �5TPNE-,-�NT�QP.
_N5T. IF\1*501ABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG A E -FO
18N 8 NL
tr.LCONTACT
�UAGTUAL`-ZONING OETERMINATIONS.NUST I b!ma THE BOARD OF HEALTH, OR R.J. CADILLA�tjth,0112. 91) -3[TIJITLJ 011"CiN513"'10
12 -IF -AN -0 DIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING
..BE,-MADE'-7OW4'ZON�NG,�OFFIC�AL. r 4.,4,,J'O (BEI CLEAN GRANDULAR SAND MEETING $VEtIFICRTIONff, Of C5TbQ01J(k165(1); . :3 �Tf L-OCATIONg, MAP
4P: AN FILL ANY EXISTING CESSPOOLS. REMOVE ANYJ
SPI�TQ
D
LEACH APEA, AND BURY ONSITE WITH THE HEALTH GEN -J IS , VAS i1
q11)
7.5 _hj:jpA1_4qp?N$TRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
HIGHPOINJ �HIGCINIS! CROWELL TEST HOLt 1
10 53, *D?.0 hqA
�ov
TEST HOLE DATE: Jan. 2, 1997
6.8 CENTERLINE:_5.? P1. 3 3 r
b5,,,)qa a PERFORMED BY: Ron Cadillac, Soil Evaluator
V./1TKlf74Z4Zrr) PV A
- -4 --- I m L Yon None, RS
�11V'60-'3> :3TA9 0939 8r_ I ly DEPTH (inches) a ELEV.(feet)
FERC RATE: <2 -00"'Aneh
01,10z e2l� o:) I19VIDi :kCt;:"I)T.3v71VC ifuc 0
U) SOIL SURVEY(1993): C drse sand
-Z: ejiacrqb niolq rfc-owtuo sbiwir.)H :(aSe r)qAM 0100_1033
GEOLOGIC MAP(l 986): Harwich outwosh plain deposits 3-
-1-1y'ol < NOTE: A TOP Ot FOUNDATI01N'jELEyATI`6`N OF 74!3) V, 0 -j-13 VoiTA111,111U.-Io"I 0 I�OT A :3 -TOM
00 •
.0-:r P -3U-357. Z"i T331 F -et
19.3 FEET IS REQUESTED. (CLOV,19.3 I E _1 -,T
5'
N --jr )I.A
'RD,
J0 .,INSTAI I FR: HAVE WATER ABOVE HIGH POINT ON HIGG'1W'C�OWER-zf 12.4 11 _amb � -0 112 VO TWT -q HONH 3VIDOik
-n__ � F Ln 11j,0q HV.�fR0P1V9_-qQ I
AND 1AT�85VEf4kGH POINt�j F13TA%',! 3\/AH :fl3J V-12141
I PN- Aqcts�',Rb. 1,4 - I
SERVICE LINE TO HOUSE 11.7 t. I` (]�,A
T . I v, 7 13 2
mool TH&.F60NDA-n'6N'4_' 010 -1 F13 ver 5 F. A; D 34 4 A 201,99 C13Afl-' I! _`ZZ TO -1 VO
a,. Wot :9 a A NEGATIVE. -3/4" PER FOOUR 32UOH OT 3W_I 3
I AbE IS"-_T'�-,BE-� 21 3
ON LOT 2 MARKED PRIOR
MAINTAINED V4 OUND b7'AC114 r_ 64
a91_1.3vnI - . 1 0 j _j
C-*�
c
C
0
TO INSTALLING LEACHING T W NIATHIAM
.�o "IJ `Proposed Inve :DI,,1IH3A3j OKj 'I
70 INSURE3407XSEPARATION,; Use Gm Sc0a 31
bezo�.4
Tu
7
�ilr)l A a _P_ Pr d
A.-
3MOT2 A39 901
WETI, _771 Frl 4:81 < T3N TOP PEA STONE
*7
.a
CO r
8 im
K 91
.6'
1.7
"art Ix 1-4 _�-7n -invert 151-
ENC}i kj�i)`V�_4()D UcAnT 126"
Fill 13.8
layer
A. la r 10yr 2/2
"06dy loom
131 p yW'r 1 Oyr 5 /6
IS any loam
U, 10.3
C 19yy2r1 7.5yr , /6
1 OMY sand
obs SL wate 6.2
08 #,r Ptev GA3H q- I-
b5zo nveN MY! - I vert 14.80 43.0
j! D; 0 0- Z -A S, S L16N M -fflA-q
rr, .4'
ct; (]Utle �6 AS tbf) 47) 1,u nder] mposed I
0 r N 0 U Bo"Orn
3 170
LYMkN 4Yj r- 10 7'
Jr m1ettbA 202U '2 1 72
?.nOU-P21.V�14 L),ij?U 1.5' USGS Adjustrnirlt
E CaO3 Using MIW29-Jan.96
LOT 2T0�Zone 8
1�
1. e: 8-2 A, r 1- f N .2
u0bser4�d water &12
HIGHPOINT OF R.O.W.=18.2 1\ 1% er TH 1 TEST HOLE 2
.A 40 ., \3j
A-%
(f-,-)1).V7j3
0 -10 TV1,109H01H
(a,.)rioni) HT93
ATAG V-01230 ,DEPTH (inches) ELEV.(feet)
.,7
0 N /F/ DESIGN DATA I
lsyoo
1 7 P *4 -- . I✓ I - 01 U
BEDROOMS -
%17.6 6iu�3"
_1A 9,.: GARF3AC_ZC9INDER-
�EIfJ IST
x 8.7 T I!,
I . I i 1% _ _,_ I I � II- �_ 7.5 REOU1RED_CAPxq;y. 330,GPD-'t 12
T"Or 1-01 8
SEPrl!lf�NK�.. 1 �00 GAL.. TACH REA
�A'
L -i
BOTTOM LEACf 42"
VSr 420 3 0 Isr -2
rx 17. A J t • ! 0 T Fj
qv�70 frx
2 1 _\'�\ - - 5,� , M 1,2
YIW A IT Y i I Z, �i2 SF U 3 1 NP, IL I A MAXI NS
x -47 m-1 W
STONE
[(29.75' X" 0,83,'
SIDE.LEACHT� 138.8 SF 4 -'FOR- A`4
., - . X
ig .5 ;1 71' DEEPZ� A
�112
L2(2
_T)E
7 17.6 F ARE
.18.7'..- 1 � �_-' ^ e.
- .j 11, - ----`bESIGN 6�PACI`TY- -1
r, 17. 12 3 0�1 17.7 34' kfiJ D
X *i4 GP /,S
PC, x
[(322.2 F
OnwFT11V ,
3 \ -- , V
17. 2
k It
4V' V.
b.01
9
6
70, 17.3 N/F `,t; s,21\3
_'.. __4 -3110usc
/ 17/ 17. 7 . ?V
0 layer
3\ 14
1.0 r 314
8 layer 10yr 5./8
sandy loom
C layer 2.5y 6 3
medium soJ
observed water
15.6
12.1
6.2
5.6
C:.
4.
A) E. BOY J'I
,7
44j A-)
4c) -t / 4� V.; .0
16 6
AN,
0-,
16 TH 2 -.7
5/9 / /x t x
f5. 411
TH 1 16,4
16.9
15.1
t
.7
EXISTING FENCE
ry J
-9 LOT 3 \1,
0.0 +1
00 ENCROACHES
N 73
.�. `.... _Sl AN
16.1 41973± S.F
.0 x
x
15.8 14.1
14.5
15.t 14.8 x -FOR 51
15.5 ;RqAMS-r_PLAN-'1S A 'VAL1DX.0PY, ONLY,417-* 1'T SEARS j
-.RHD� SIGNATORE;11A
AN301RIGINA,L STAVFASD�l
.4 x
N
1A
N/F JOHN JA'TCZAK---` It
" k
e, 0
�(�k 07-
-YARN
MAN , ®r—
n �,,v n �i o :,i I ac- j ;�i ti
v z X-\
q 41 HIGGIN8 CROWE.L\..R-OArD. W.
MA
%
"'L07" 2
L OTIT
v e
0 z 'A 3 YAM✓
x % MAY 29, �.,997�'. SCAL, =30'
15. If I I., C
N/F
x 15.3
T %J
COM. ELECTRIC .M00
S
J; -70ADILLAC, PLS \R
L L.
"""'AR tr_'u C1 t/1
PROFESSIONAL v-1 "vi1A T!V:- riV-:' �13! -;'z) N --b SURVEYOR & REGISTERED SANITARIAN
f"N I -
5.1 RO' LAN
N /F' P.O. SOX 258
WEST YARMOUTH,,"; -MA 02673
EMERSON N/F
EMERSON
REVISED 8/18/97 --SEPTIC- LOBATION- (508) 775-9700
ALTH XCENTWFROVAL ;-TT TE
8/23/97 --TOP OF FOUNDATION
PAGE 1. OF 1
-WA