HomeMy WebLinkAbout0421 GRAND ISLAND DRIVE - Health 421 GRAND ISLAND DR. , OYSTER EARBOR
A=051-018.001
Zl:,wm,-,� v:
A�
A
C"A
a MISS Y t;f��'4�
YM ftf% 1,1 il% `"' ff
MIAMI
Pik!,
z
i4,0077`7 4N
F 01 Opp an
0-- Ultq
ed
`t5',igv.
A4
glow
. ...... TiT & 4C�'4 "gij Ty'!
YRR
W;,�,�
1,44 q
M
_W4 Q
W
"NV il";'31,77
mi 11644"IM"No,
FX; Tiq rf"
A--MAY', Li
10
'111, A Rips
TPI..F,
Tllitllfi
-M
J;"T�
qiA,%
WIN
Ru.,
Mal
IBM
-r"W7
Me
Q
fiiu&
'17
,18 1
��I f�In
14V lli'A 012 4*1 9
�2,t - Vl
�U_
0
i NO,
j0
U�il",� 15,
1.�v W
40 %, 15RI,
n 00
4
Wlil I. I
,r0`1
4,
z
T.'I f�'Oj
AA
W114 11.�,`
Nis
q-
Vx1a
p, x
1--i®R 10
m 6'X
�J, '04
�ff� ;4S,-
yQ) km "M a , 1 0
I mi �4M
i', Vi, W
Q, 'v
M
�j !A4 Mv"W RIN 4�1
IM
WIT
N Y M"
41,
vk`
'4` �g� WiM
RUM
DIE A
oj'l Iriv V
V
lop
4, W", 'x i N
2 k-
_rz, m,".
X
PAIR
A
yvt�ljff, . q M
ART
`3'vy
VAN',
I PIN
VIE
"SO,
,, 'lid', �11
viArof M
out
146 1
`E
q0
SMIM"a
lip vp
f4AM
gf,
'g,
�'X 10%
M., WOW
-&"Pft?X J,,.g4�,J�-
v;4
V f4w,I W �frot
ry 'JLP.�"
fR
uel
1 WK.
NOR
split -
9,43
yp
Y;
'I ri
:,TZ k 4
H VA Vp
4
BMW
Z
�I �,* , ,if -W., " ORnl
.;71,11 AW11 U� Ij 3
""',Wyglii
A �g
�7
AWN
MOE
ii";"n
AMC'
vu
�')Pi''T YX All
MA;
Im
"W", 'K ll X A jWWC
t; lam
ff
.4"y"
-VoLi"14"A -y-
low— WA
MV?P
E sly
vir,mmy—
T
1,R
a I-XiM*
'"By 1 1, il , ""I'v
"Iq
px� I M1
W i A, only 3 4,
0
OWN IM.,
I
.100 i all)
TOWN OF BARNSTABLE
LOCATION y C,w!y-� --M �z U SEWAGE# �f'�
VILLAGE ____ ASSESSOR'S MAP &LOTQ', 4P13 0D tt
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY / Sid
LEACHING FACILITY: (type) (size) X3� _
NO.OF BEDROOMS )
BUILDER OWNE
PERMIT DATE: / `'�— 6 COMPLIANCE DATE: I 30 -9.7
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility ref
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leg pfacility) Feet
Furnished by
l��
�. � �t d ��
5� � � ��'
��o �,�
e
r -�
N.. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIpplication for Migpogar 6pgtem Congtr coon permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. b I St4&6 64 Owner's Name,Address and Tel.No.
clfsT N<42 5 k9/GGf•4r�p -T (f b�f/A /-C
Assessor's Map/Parcel f _ g�� /x� �11
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(�"
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Yye gallons per day. Calculated daily flow !sG gallons.
Plan Date za e el Number of sheets J Revision Date
Title
Size of Septic Tank /mod Type of S.A.S.W.
TXCL�EI .5
Description of Soil jO'/ — / `Tao-S o7 L i 'S k Sol L /i lslBd�Ca L5�ss�-ls�
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued b s Boazd of H alt
Signed Date q �/
G
Application Approved b _ �.�T v Date
Application Disapproved for the following reasons
Permit No. Date Issued G'
4 la rxCi..
No '� ✓ �.L.e_, Fee
Fr
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
` Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for Mik ool *patent Congtr coon 3permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System El Individual Components
Location Address or Lot No. GWWI� /564,&L b4 Owner's Name,Address and Tel No.
Assessor's Map/Parcel.
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
.CG�AC, g/i r9p.�� sr
Type of Building:
Dwelling No.of Bedrooms Lot Size sq:ft. rGarbage.Grinder(v-r
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 4/sr/> gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title Sir .S�i�r.oC�E .�IAG is F�a:4 1 s/G.c/
Size of Septic Tank ig,��� / Type of S.A.S. T,eca//;,ye-_5
Description of.Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed Date
Application Approved by Date .�
Application Disapproved for the following reasons
Permit No. do 41ol, 47 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
1
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired ( ) Upgraded( )
Abandoned( )by 4VI
r
at .� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function_ass-designed.
Date -Inspector
No. Fee .�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS
lwigpogar *psstem Con.5truction p'ermit
Permission is hereby granted to Construct(I.Aepair( )Upgrade( )Abandon
System located at l.�` / ,�� �/ " '1.�.�1�< ti / �✓
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions. i
i
Provided: Construction must be completed within three years of the date of this permit.
Date:. ZZ — /c - 9�, Approved by
1
i
TOWN OF BARNSTABLE
LOCATION -Yal 0 K--V 7 --�s Lnm& SEWAGE#
VILLAGE S ASSESSOR'S MAP& LOT1151`018 nn lnn 1
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY I S O
LEACHING FACILITY: (type) 7-'r�AJ01- (size) X3,�l
NO.OF BEDROOMS y
BUILDER
PERMIT DATE: 9" COMPLIANCE DATE: I "�
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of le acility) Feet
Furnished by
_ e
X/
Y
IS
0
-19 � Cotuit ; ' Oyster Harbors Revisions:
BOA' � DATE DESCRIPTION
7.87 J/
- - - 20 -
a
17.59 I 1�.tBr�ates + 19.59 // Lot 792 2 - _ _ _ - -- - -- -+-21.02 Locu
+ 20.46
+ 20.23 _ - - - - - - - - - - - + 21.15
I J I Utility i / + 21.18 + 0.01
+-16.031 // �}+ef�18.7 d Pole / I
I / I 19 C'onc. Bound Found
+ 0.00 I+ 18. S 76.07'49" W efl Rd.
Win ds wep t Wdy / I 202.98' ? g 1 Rr
I I �/ / 21�27
t 116.69 I i + - .36 / + 20.81//
+ 21.46. \ Scale: 1"=208.3'
17 \ I )+ 2003 / 21.56 \ Loou � References:
.
/ '
Land Court Plan 15354-126
Assessors 1,4ap 'I I r orcel 18-1
18.41 \ I + 1.07
Lot 197 + 21.80 w
18.9 rO Zone H,-.1
\ / 1 45, 467 S.F. N + 21.71 I Setback Requirements:
\ I # // Front 30'
18� 19.06 / r\ Side 15'
/ CO �' I Rear 15'
1&16 8 I 4 9.77/
utility - l I I / + 21.15 + 2. 0
Pole
I + 21.72
i
+ 20.55 I
s / + 21.97 + f6l+ 21192 Property Lines Shown Hereon Were Compiled
19_89 ► / From A Plan Recorded At The Barnstable
County Registry Of Deeds In Land Court Plan --�
- /19•9 I ! I i 15354-126 And Do Not Represent An Actual Project Title:
Al- Survey/I
Surve On The Ground.I �
Elevations Are Based On N.G. V.D.
+, 0.9 8 50
+ 21.80 This Lot Is Not Located In A F.E..ti1.A.
I j + 21 I Flood Zone. •�
/1 0 � 21.94 Lot7 .9-
Q), d
i � m I � +
I 1 N I + 21.79 This Lot Is Not Located In A Town Of
N I + 1.60 Barnstable Zone Of Contribution.
{ �RO USED 1 00 GrGn
21.10 �+ 2 0.9 U °- SEP Tl TANK + 22.28
21
- Island
I -4 P1/C .0 O 18 PrQoosed
I / ( 47,
Top FouDweNng Existing Spot Elevation + 21.72
?1•d. _ i
L
i ve
PROPOPSED + 2.23 = 24.00 Exisfinq Contour -22- - - - -
t O-BOX + 2� \.Q4 + 21.6 ®I
l0 1 � 0 T1 + 22.35 22-I + 21.82 sC rf✓ i e.)
Q + 21.6
nstab P
to o 58.37' + 1.49 -
a a ,
W w � � Sea \ �D f �
t e \ .c� .
22
I I - 52.95' ------- Gp \
1 � i •, \ + „4�
I T + 2.86 TP #2 "2.64 \ + 2f.F \..
/ + 22.43 + 22.13�\ \
+ 22.96 +
23 _
21.64 \
1 I - � \
/ \
I \ I \\ \\ \+ 44 PREPARED FOR:
1 / Watergate `� O
I
Hydrant �1� + 22.58 � + •21.48
Utility I I I $" 9c. Bound Found ,' I + 21.9-' William J. CaHah an
Pole 23 g } 23.14 \ u
+ 23.44 � 02.45' �
I I + 23.04
23.60 + 23.�9 66
� 7'02 W + �� 1.84 -
23� Og i + 22.)0 0 Post ---- i� Oste911 ry Ile,Street
\\ 22
I \ ° ens :M ..., 02655
\�23.37 + %3.61 23.40 23
+ ° -_
\ 21.70
A. M. Wilson Associates Inc. �
A/F Thomas B. & Jean M. Powers
Top Of Foundation El.= 24.0 FINISH GRADE OVER LEACHING AREA To HAVE A MIN. GRADE = 29
+I 23.71 + 23.46 508 428 1450 / FAX 420 1856
Test Pit Data - .l856 -'
+ 0.00 4" PVC @ .04 FT/FT Drawing Title
Indicates Indicates P - 7829 /� 4 PVC ® .02 FTIFT FIRST 2 FEET TO
Perc Groundwater - 2" LAYER OF PEAS TONE
Test = -- - -- BE LAID LEVEL
_ 18,05
20.00 - Sep tic . . . . ;:;:::;:•::::;::•
-- Tank ' 2' OF 314" - 1 112"
'�"
Ground El.= 20.6 1,500 Gal. 18.51 50 TRENCH 2 wIDE 2'
7UBox WASHED STONE
Topsoil _- 18.34
19.6 Pit No. 1 19.32 19.07 1830
Subsoil 18.6 Test By- C. JOLLY 3 ROWS
Test Dote: 1117191 I I I I Subsurface
Medium Witness: D.MIORANDI BOH 17' 28'
I I I I Coarse Perc Rate: Foundation - Tank Tank - D-Box Sewage
Sand
Design Flow: --_-- osal-
l`Jo tes: Disp
_ 4 BDRMS(u) 110 GPD = 440 GPD '
1. Unless otherwise noted, al/ construction ®e�fg�
methods and materials shall conform to
7.60 No water Title V of the state environmental code
Septic Tank Requirements: and an applicable local regulations.
WITH GARBAGE GRINDER PP --
-- --- 2. Precast concrete septic tank, d-box,
Ground El.= 23.0 440 GPD x = aao GPD and leaching facility to withstand H-10
To soil USE 1500 GAL TANK loading unless under pavement, drives, t r
p 22.0 2 -- or travelled ways where H-20 loading ,
Pit No.
Subsoil 21.0 C. JOLLY Leaching Facility Requirements: I'ERC RATE 2IN"'MIN shall apply.
h Test By. _ LOADING RATE = 0.74 GPD/SF 3. All pipes in the system shall be schedule
Test Date: 1117191 _ _ _ 40 or equal.
�
Witness: D.MIORANDI 80H 440 GPD(u) 0.14GPD/SF = 595 SF _ _ 4. No field modifications to the sewage Scale: 1"=20' V j;
18.0 Perc Rate: <2 MIN/INCH _- __ disposal system shall be made without
GARBAGE GRINDER = 595 X 150% = 893 SF _ prior written approval of the engineer ,
Medium Leaching Facility Provided:
and the local board of health. D 20 40 50 FEET
�
Coarse I
Sand -- -
3 TRENCHES 50'L X 2' W X 2' D = 900 SF Date: DULY, 20, 1996 D W g No:
-- Field:
13_0 No Water
- Design: M.J.D.
Check: M.J.D.
Drawn: A.M. W.
Job No: 2.0594.0 Sheet 1 of 7