HomeMy WebLinkAbout0351 WAKEBY ROAD - Health 351 Wakeby R ocz_d
043-008-002 Marstons Mills
AKEBY BROAD - 1773 TOWN OF BARNSTABL= ROAD INDEX SYSTE" PAS'E 1
ROAD LISTING BY NAME AS OF 10/ 29/ 97
OUSE _ RNT VILL
g.�C :l
J,M3ER MAP y. PARCEL DEVEL LOT O.irNER _ _-_ _ . - ACRES FRNTo IDX- _. _ _. SECONDARY ROAD. ._ __ --••F' -G. CR .PCA `I.
0 012 013. GREEN6RIER. CORP 17. 09 0 _ .. . 03 130
0 028 014. 005 6 KILMURRAY.. .MA.RK S NANCY B .77 0 03 130
0 043 052. 32 DACEY. 3RIAN T &. __ _. 14.06 40 .13.7.3_.__R.IV.ER ROAD _ 2.0..7_ _ 03 131
0 043 007.002 COUNTR.YSI.D.E -2E•S-IDEN.TS ASSOC 34...38-- 1 ,•7.60 -
J 043 001 . 19 & 33 D.ACEY.. 3R.I.AN... T. &_ _. 24. 93. 0 03 130
0 028 025. UNNUM DACEY. WIL.L:IAM:. _E J:'R &_ 10. 52 1 .036 03 130
0 02.8 324. DACEY, WILL.IA:M_ E J..R &-_ 10..02 32.0 _. 03 130
0 013 003. BAKER, EV=RT L _ 17..74 601 73 1 30
0 012 007 . iBARNSTABLE - HO.LD.I.NG CO ING 7. 76 . 8.5.8 03 131
5 060 014.002 2 REGANo JEFF:REY D- & . KRISTI J 1 .06 0 03 101
16 060 016. 4 . MAN TER. ED-WIN_ L F. ROAD 214 03 1.,5 1 . 1..70.._ 1.373____RLVER ,. 01 ' !
21 060 014. 001 1 LEI TAO. -H E-N-R-Y--V- .9 ,._ _. 1..03 _. 0_...- . _ ___ _ ._ , 03 101 •
30 06.0 317. BAKER, AL.HE.R.T. 3 & J.UDI.TH L .49 125 ._..03 130
42 043 91.3. BAKER,, ALa=RT 3 .47 125 03 101
43 060 021 . 9 3URGUM. STE-V.EN...3 & __ . 50. 90 _ . . 03 101
5 3 060 020. 8 W I I-N I K.A-I N c N-.--�-D A-V I D_--G �_ 4-5-. - 120-- 03--1 01 ' +�
54 043 014. 7 BAK-EPr ALB.ERT .3-: . . _ . ..46 12.0 0769 i.:NTERVALE LANE 194 33 . 13.0
:9 043 02o. 7 LC35186 KENNEDY', SUZANNE L ".45 125 03 101
71 043 025. 6 LC351 3 J EANo DAVID, M & J ODY: sM .45 125 03 101
32 043 01 6. . 8 L E A V E N W O R T H.,_. R_0 3 E R-T -'D . 50 33 101
a 04.3 024. 5 LC'35.136 DE.PAUL. GLADYS S _ . 4.5 125 03 101 ='
9'. 043 017. 9 ROSEWELL. ?RUCE E . 57 165 03 101
95 043. 023. 4A LC3513 NUTTER... ,WAR,REN .0 & LYNN M . 44gg 1111 01, 98 -BURNHAM STREET 167 03 101
108 043 061 . 16 MORCEAU.- -sMICHA'EL.--F &PAULA K _ 03 101
113 043 022. 3 LC35186 3RUCE, L I.L.A A. . 46 116 0_'1.93 3UR4H.A.M STREET 16.8 03 101
124 043 06G. 15 CRAIG. SUSAN . 49 125 - 03 101
125 043 007. 021 DELAN.=Y, JOH.N J TRS.- ._50 5 00 130
125 043 021 . 2 LC35186 LINCOLN, STANLEY F 3 .45 5 - . 03 130 t
136 043 059. 14 DAC.EY, 3RI_A.N.. T & . 54 129 03 130
145 043 305 . 001 1 LINCOLN, STANL_Y 4.47 38 03 101
145 043 095. LI +NCOLN, ST.ANLEY F 7. 76 210 03 101 ,.' 4W
152 043 058 . 13 & 123 FISHER.WILLIAM & CATHERINE . 69 125 • 03 101
161 043 007. 001 1 LINCOLN, J.ANE L . 50 125 03 130
176 043 056. 11 & 12A CHILDS, BRYAN S & JOY J .69 250 33 101
184 043 055. 30 SHcEHA.N. BARBArRA + 1.. 60 125 03 101
202 043 054 . 29 HA.YD=N,- DARLENE 1 . 30 125 33 101
214 043 053. 3 CAMARA., D.ANIEL_ S .47 125 03 101 aj' '
? 26 043 051 . 27 M,A,SON, LORRAINE E .48 125 33 101
244 043 050. 26 3U-RNHAM, J AMES W. . 53 130 03 101 12
256 043 049. 25 AMIOTT, WILLIAM R & . 48 130 03 101
272 043 048 . 24A GRIFFITH, RICHARD W III 1 . 00 150 03 101
Z84 043 047. 2 3 A JOHNSON. JEFFREY N & 1 .20 128 03 101
302 043 046. 22A W.ALSH, WILLIAM E & .:MAGG1E E 1 . 90 182 03 101
313 043 045 . 21 MIGLIACCI , DOMINIC 1 . 96 183 03 101
33r, 028 014. 004 7 WEST. MARY L & JAMES G 3RD 5 . 95 155 J3 101
3 +. c ? / KING, CiRIST Nt M fig$ 03 130
351 343 008 . 002 3 MAILLHO, MARGARETTE V . 91 0 03 101 40,
351 043 008. ST COEUR, ANIELA J & 2. 20 445 1165 OLD POST ROAD 330 03 130
z � 1 043 008. 001 .A MCC RTHY, STEPHEN R . 91 G 03 101
362 KI . G�. JOHN W JR . 49 137 03 13
026 014. 003 5 3 SUNS.+WIC:K, NANCY J 2. 81 0 03 101
384 028 014. 2 J .ANSEN. PHYLLIS S 11 . 31 580 03 130
365 028 109. 2 KLEINAS. ARUNAS . 92 120 03 101
3 9 3 X X 028 108. 1 VICENTE, RICHARD L & 2 . 70 120 0438 DEVOLDER ROAD 125 03 130
il
51
_ 62,10
__ .......-,.............•w..,-,,.,•......,...,-..vim...-...- ,. �r..n,.,�..o..,.•.,.......+r-+-^.
63
� - _�,.e..-....._...--. TOWN OF RARUSTIlai
O
.o
T.P.- B-1
T.P.- -
B 2
El. 91 .4 -
Locus El..- 92.5
I Lot B
Top & S
uP To & 5u
2
I 2 I
i
Mledi m u
Medium ,
To
To
. r
C oa se
Coars
e
Sand Sand
'
1
I
N 1
5 15
I r
No Water at 15
co r No Water at 15
1 I
Perc. Depth at 3 4.
Locus Plan (Scale 1" = 1, 000') � �� � � °' r � 1 p � 5'
/ / / _
r Min. Inch
1 Pe c. Rate 2
� r I
i
1 C.B.
/ N 69 04 3P " -E
-
/ 1 ► ,Pert. Design rate = 2 Min./Inch
145.4
Notes- -
/ / is 1. Design conforms to New 1995 Title V.
r / / I 21.,-Bottom of Leaching area is set 12.6' above Water Table.
/ . 1 in lieu f Fr' r
eu o im to Adjustment.( . I
P
I I _ `;50.00
50. 00 I _ { No Water at 15' - T.P. B)1)
Lot . A T.P._ B-1
1 A Reserve , Perc. Notes-
I O
r
op cpl Health Agent: - Mr. Murray.
O N Perc. Dates: - August 1975.
. I O
I
0 1 / O r C6 o
1 N cp op
/ _..
s
I
/ r information on Percolation Tests was
I I 1 66.00 _e 1 provided by John King. He does not have written records.
,31 / ` He has attempted to contact Mr. Murray to confirm
2-car Car
O Pro oged o 1
1 O p Gard9 the Tests. Mr. Murray (I Believe ) recalls the
i ap FOundd tion { N 1 Tests but has no records. I understand Barnstable
A �
1
44, - Board of Health has no Record of the Percolation Tests.
T. 0.F. = E'1. 93.5
DESIGN
42.00
1 1. A Bedrooms at 110 Gals. Per Bedroom = 440 Cais. Per Day
P .� 1 2. Use 1,500 Gall. Septic Tank
- I
9� 1 _. 3. U;:e Leaching Field 12' Wide x 50' Long = 600 Sq.Ft. Leaching Area
"` -600 -x 0.74,.---444 Gallons -Per pa Provided --For U-sin New `1995 Titae-V Re s.
Y { 9 9 )
1 Y
:
I � - � .- .. -:>.. gin,:..- - r .: -. .. .. a_
n roh; ;i f
La^t � t _ , .. 4, C. - b is .use o orbo grinders, .'-'
/ ..
,� Ft`. .Area Z2 96'3
5. "'Inspection required b Engineer and Health Ar ent:
q r ..
d 1 Dla_p rn' 1. After Excavation and before replacing material if any.
Proposed
/. Water Service
cv
/ / rn ( ,2 After installation of system but before backfilL
� y -
� 3. On completion.
IN 1 ,
i O 1 6. -Ts the best of our knowledge no known well is located
rn C/Bn d Fnd r_ 1 _. R` 621.8
-� / 1 fir: 100.01 Cj Bnd Fnd : within 250' of the Proposed Leaching;System
87 / %/ 69'04 32 1 7. Use all Schedule 40 P.V.C.
1 1 U/Pole 41
I
aWakeby Existing otermom Edge of Pavement -
J LEGEND
W _ _ W
_ U/Pole 42 c
W
UjPole 43 W
Test Hole
Bench Mark _
- _ _ Existing grades - - - - 93 - - - - - - I
Noil in Pole . . p
El. = 90. 19
P g 93
Proposed grades ' �I
R - Reserve Ares
I i
Lot F?: - Owner / Applicant
Christine King -
Bring S/tank to Grade with .Chimney.
600 Canton Avenue,
I
'II
Melton, Ma.02186. I
Bring. D/Box to Grade with Chimney
I
T.O.F. = 93.5
Inls Grade (Min. 12 ver)
9 .8 4" Perf. PVC Pipe
4 PVC
90.3 3" P�asonePVCSCH40 � SCH40 -
6
° ° ° ° ° ° ° ° ° El. 90 0l Proposed Septic Di s osal System
91 .5----------------
3 0° „ ° °°° ° ° ° ° ° .p p
90.5 Rein. Conc.
° 6) ° El. 89.0
1
El. 85.5 Distribution Box 3/4" to 1 /2" Washed Stone Lot B Wake b
J
W 2 Ou tlets
l� y Road, 2
Leaching Field 12 Wide x 50 Long
l--- Barnstable, Ma.
' 10' Min. to
- I 12.6' ,
t- - -
5 Mi �
building
CCR Associates
. `SH ws ` ws Civil Engineers & Land Surveyors
�-- 20 Min. to building -� PATRICKF PATRICK CCR 49 Pleasant St.
t ROSE NGRA I FE c
SECTION No Water at El.- 76.4. (T.P.-B-1 ) CIVIL ROSEtNGR".`IE N Weymouth, Mass.
1 ,500 Col. Precast Concrete a No. 33376 NO.
,, Phone 617-335-61`76
no scale �
Septic Tank W/2 PVCSCH40 Tees �,°�
��aw� �` <,,o ,d� Rev.: - April 8,1995 (Corrected Owners Name)
Date:- March 27,1995 it
Scale: 1" 20'
•
I r
I i
� I