HomeMy WebLinkAbout0090 OLD JAIL LANE - Health 90 Old. Jail Lane
NOW Barnstable
-
A - 278 059
o
i
{
9
., J
TOWN OF BARNSTABLE 0
LOCATION O OI A, SEWAGE # 0�0o1-1? - ?O
VILLAGE A 09 c lO S- ��� //ASSESSOR'S MAP & LOT�?' i 0S`
INSTALLER'S NAME&PHONE NO. 6 y'c/C c® iJ �-
SEPTIC TANK CAPACITY / // -/O
LEACHING FACILITY: 2i9C�,
(type) � C
NO. OF BEDROOMS
BUILDER OR OWNER C
PERMIT DATE: "a a r� COMPLIANCE DATE: oZ U�—
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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 leaching facility) Feet
Furnished by
l) if
No. 2 0 0 a-0 7 0 Fee
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zipphration for Miopooar *p5tem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components
Location Address or Lot No. 0 old J`4 I /0/1 a Owner's Name,Address and Tel.No.
Assessor's Map/Parcel 0 PAl e1S7�%�o /V I C S AVX- CO„for c, judo
Installer's Name,Address,and Tel.No./ Designer's Name,Address and Tel.No.
Type of Building: SO S'Y.
Dwelling No.of Bedrooms Lot Size 2sq.ft. Garbage Grinder( )
Other Type of Building ReJ - No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow .5 .- gallons per day. Calculated daily flow 33 O gallons.
Plan Date 11a 1 Number of sheets Revision Date
Title
Size of Septic Tank /Sy V / Type of S.A.S. o G d1
Description of Soil C 2 M e ce f e -Z•.S r�'�C 5-/g
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected-.-
Agreement:
The undersigned agrees to ensure the.constr tion and tenance of the afore described on-site sewage disposal system
in accordance with the provisio.s of Title 5 of the i n tal Code and not to place the system in operation until a Certifi-
cate of Compliance has bee issued by this Bo 0
Signed —" ate
Application Approved by � . Date U
Application Disapproved forYhe following reasons
Permit No. o;k 0 70 Date Issued Aa�70:�_
o2.1-0 7 U Fee
Entered in computer:
OFMA r THE COMMONWEALTH SSACHUSETTSYew.
x r �—PIUKIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for Zizpool *p5tem Conotruction Permit
Application for a Permit to Construct( )Repair( )'Upgrade( )Abandon( ) O Complete System ;0 Individual Components
Location Address or Lot No. (J (/' Jar/' 10 04 e Owner's Name,Address and Tel.No.
Assessor's Map/Parcel,. ►JG!r.A5 l H�IQ + /,��
97 US'el 1A S4 coCo• n.,C
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
94-
Type of Building: S0 3Y�
Dwelling No.of Bedrooms�_ Lot Size sq.ft. Garbage Grinder( )
Other Type of Building &Y . No.of Persons Showers( ) Cafeteria( )
Other Fixtures
YDesign.Flow S gallons per day. Calculated d ly flow 33 U gallons.
Plan Date f I a( U.1 Number of sheets / Revision Date NO
Title
Size of Septic Tank /S`V Type of S.A.S.
Description of Soil C2 _r1
d
i
Nature of Repairs or Alterations(Answer when applicable)
F
Date last inspected:
i Agreement: `
The undersigned agrees to ensure the constcu�t'on antdanalhtenance of the afore described on-site sewage disposal system
in accordance with the provis�so'o Title5 of the i nal Code and not to place the system in operation until a Certifi-
cate of Compliance has bee issued b t ' Boar o
w Signed Date
Application Approved by rM - Date U
Application Disapproved for the following reasons
Permit No. �`� !070 Date Issued a O
THE COMMONWEALTH OF MASSACHUSETTS
. VA BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
r THIS IS TO CERTI ,that the On-site Sewage Disposal System Constructed Repaired ( )Upgraded( )
�c
Abandoned( )b t /'
at 10 y^� Bhp*,I has been constructep in ccordance
E with the provisions of Title 5 and the for Disposal System Construction Permit No.abQ-D 70 dated a ;V U
Installer �� Designer
! The issuance of this's •rmit shall no construed t be as a guarantee that the s s e . will u ion as desi e .
Pg Y f g
Date � I 10 7 Inspector ��✓
— a�fla^ Fee— --------- ------------ l(--
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
1
Migpogar *pgtem Con!6truction Permit
Permission is hereby ranted to Construct�(�Repair( )Upgrade( )Abandon( )
System located at 'I
U�G� "`�� / /t✓le lg r„ x
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
f Provided:Construction must be completed within three years of the date of thi unit
Date: (oz 0 2 Approved by
i
TOWN OF BARNSTABLE
LOC r� - �C -
ATION D /1, rho
SEWAGE # 70
VILLAGE N' /ASSESSOR'S MAP & LOT,
INSTALLER'S NAME&PHONE NO. �E�-� ct ��� r-ci� cC! /J
SEPTIC TANK CAPACITY G
LEACHING FACILITY: (type) ,iC�i�C� „�� U!/�/��i�i�i' 5 o G
NO. OF BEDROOMS
BUILDER OR OWNER C
PERMITDATE: ,� '� COMPLIANCE DATE: ° OIL
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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 leaching facility) Feet
Furnished by
I 005
E=
y 14 -,
/A
c�I.
}
{
> 14 A!'L�L:LCA'1':1.UIJ 1'Uk !'1:;1{l.Ul�t1'1'.LU1:! 11:,.'a'1' /11I1J VU�1'.ltyt��.iyi
LOCATION Z-CT IOGD NO. �a�(
VILLAGE DATE /.�--13-9
APPLICANT STL-�.�/G� •L'��pB�z� FEE �6v °=-
ADDRESS BG,�/1�✓sT,9�3G1� �— TELEPHONE NO. (Non-refundab.'
ENGINEER L--,r,,A1,g7e o ` ELLPI-IONL NO.
DATE SCHEDULED P,!5-c /¢ IlF,5�
(Applicant' s signature)
. . . . . . . . . ... . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . .
ASSESSOR'S biAP. . & LOT NO:
SOIL LOG
SUB-DIVISION NAME PC. 8G DATE Piz• /l7JFsS TIME /a-oPA-ri
EXPANSION AREA: YES NO S,`g 0, /?. 24rL , /z• s. ENGINEER
TOWN WATER PRIVATE WELL ✓ BOARD OF I-IEK
1/< Ta/Z��✓d Tammy _ EXCAVATOR
SKETCH: (Street nam.a, etc. ,dimensions of lot, exact location of test: Boles and
percolation tests, locate wetlands in proximity to test Boles )
NOTES :
� .Tip}>G
ss9/9 ' i
�4.� .r- ` M
V'R cam"'T
3,.
Z o0.00
re G
PERCOLATION RATE:
TEST HOLE NO: ELEVATION: TEST IIOLE NO: ELEVATION:
2 2
3 3
4 4
5
6 6
7 7
a a �
10 10
11 11
12 12
13 13
14 -14
15 15
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING YIELD LEACHING PITS
LEACHING `.CREN.CI-IES
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS :
NOTE: ENGINEERING PLANS MUST SHOW NUMBER ,ASSIGNED ON PERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY PY P , r , AND RETURNED TO BOARD OF HEALTH_
COPY: RETAINED BY APPLICANT
APPLICA'1IOW FOR 1JP;1t(,ULWj' iUj:! lzbl' ANU Uub1!.1�v,1; .LU1,
LOCATION ZC17- aGD .T.�)/L G,�N�' N0. doV
VILLAGE B /sTi9/4G DATE P-)3'9�
APPLICANT sT��.�J��v /y.G'/�pBEz� FEES 00
ADDRESS BL�/I-�✓sT,q�3GC� TELEPHONE NO. (Non-ref
ENGINEER L�Lc�igil� G�� ,�1� �"`� TELEPHONE NO. 3�2-.So7
DATE SCHEDULED
(Applicant' s signature)
• • • • • • • • • • • • • • • • •SSOR'S MAP LOT NO• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • o • o • • • o o • o • • •
ASSE Sz :
,cl4�0 Z 7G ,5-f SOIL LOG
SUB-DIVISION NAME PL f3ll 3-�ZL Re 8G DATE /7�z/' /1�9.5 TIME ia:o-*A-Pi
EXPANSION AREA: YES NO S,TL-�U� ENGINEER
TOWN WATER PRIVATE WELL BOARD OF HEK
1/rt rTd/Zi�vd T��y , EXCAVATOR
SKETCH: (Street name, etc. ,dimensions of lot, exact location of tes L holes and
percolation tests, locate wetlands in proximity to test holes )
NOTES :
7b oars T.9�L Goa-,uL
ss9.i9
waw 3 z�
/oo_y0
n l80
v
VAc,,'..r-
y.b/ Rc ErS
Zoo.on
srst� ihGii.e��y ��re C
PERCOLATION RATE: ZAWS 7ji49P- -/U/o M11y ZI-66 83.SO-
TEST HOLE NO: �/ ELEVATION: 83¢0 TEST IIOLE NO: ELEVATION:
Zit O /o /R zl, sAvoy 4q,1 sS a S4a vy A&,4 Al 1•ye
�n 9 ro y/z 4/3 So.vcy W.A+y 8 .4 lo,�,y y s,4wie ro ye s/z
Z1 g /O Ye % s,v ay � ! 3 s shwv y tom lay e
4
_4_
5 � Pd s a � 5 '
6 G �s yK 6
7 7
Sin 9 9
10 10 . It, y,e $�c
i3L`' 11 11
12 12
13 jQa 13
14 -14
15 15
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD ✓ 'LEACHING PITS
LEACHING TRENCHES c/
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS :
NOTE : ENGINEE'RING PLANS MUST SHOW NUMBER ,ASSIGNED ON PERC `PEST APPLICATION
ORIGINAL: COMPLETED TN ENTTR1 TY DY P , I? . AND PETURNED TO DOARD OF HEALTH
COPY: RETAINED BY APPLICANT
� _ 1
SYSTEM PROFILE
TOP OF NOT TO SCALE
I
FOUNDATION
FINISH-GRADE
EL. 75.5 FINISH GRADE OVER
EL. 74.0 SEPTIC TANK 73.6 FINISH GRADE OVER
o° FINISH GRADE
DISTRIBUTION BOX 73.6 OVER TRENCHES 74.0
�-RISERS TO 6
OF FINISH GRADE71
�,�:* __ , ,y",.", •_•,o,o, ',_ �, �,.o,. :,; °r;.�;•,0 ,•o? ,b < PRECAST CONCRETE
3"MIN. 500 GAL''LON'DRYWELLS
o TO 6" _
\� MIN.SLOPE 1% RISERS H 10 REINFORCED LOADING
3 OF FINISH GRADE 4 b, OUTLET PIPE(S) LEVEL TRENCF� LENGTH = 25'-0"
MIN. o FOR 2( MIN.1 /o SLOPE
r o Q" BEYOND DRYWELL LENGTH = 8'-6"
o�\a - 13"MIN. 14" - -
• � 0 <MIN. ° . 6°suMP PVC OR CAST IRON TEES '. '7Q. WTI :i ?'.: f o�O:r p r y °• p t �,4-----f <^ •! ' �f -r-'�'r , 1
co GAS BAFFLE 6 1 70.50 :b ,br
\ -
r �o�•. J j: •i r ' :r „ v,P:r r �O:r ,�d r� '„ ' ,O•,y <o -r: '
= .0 1500 GALLON DISTRIBUTION BOX
\ w ,.�. 3/4"- 1-1/2" DOUBLE EL.68.2 3/4" - 1-1/2" DOUBLE
o; o MINIMUM INSIDE DIMENSION 12 WASHED CRUSHED 4'
'o. PRECAST CONCRETE '° OUTLET INVERTS 2". BELOW INLET INVERT 9' WASHED CRUSHED
BSMT.FLR. < ' H-10 REINFORCED `� �' MINIMUM CONCRETE WALL THICKNESS 2"
STONE STONE
ELEV. 68.0 '�o'� �' INSTALL ON COMPACTED LEVEL BASE
- o LOWEST PIT BOTTOM EL. .8
o, TRENCH SECTION
SEPTIC TANK NOTE: EXCAVATE TO =C2= STRATUM IN ORDER TO
INSTALL ON COMPACTED LEVEL BASE REMOVE ALL =A=,=B= & =C1= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, 9" MIN. 3" OF 1/8" - 1/2"
CLAY-FREE SAND. (PER T.H. #4 ) 4" DIAM 36" MAX. DOUBLE WASHED
j PEASTONE
l GENERAL NOTES: N_,o, I
1. ELEVATIONS SHOWN ARE BASED ON ASSUMED �}
r
,. JA4Ur, b'S'-2 �,, � .�..,.,".:.: _j /lam i� �
2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON v"uSl aED Ci�U.�
OR SCHEDULE 40 PVC. R N W DT STONE
3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING LEGEND 13'-2"
MUST BE NOTIFIED WHEN-CONSTRUCTION IS 52 PROPOSED CONTOUR NUMBER OF TRENCHES 1
COMPLETE PRIOR TO BACKFILLING.
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED OBSERVATION PITS NUMBER OF DRYWELLS 2
BY CAPE & ISLANDS ENGINEERING AND THE BOARD -—- 52-—- EXISTING CONTOUR
OF HEALTH. PERCOLATION RATE: < 5 MIN./IN
5. MATERIALS AND INSTALLATION SHALL BE IN OBSERVATION PIT WITNESSED BY: D.MIORANDI
COMPLIANCE WITH THE STATE SANITARY CODE BARNSTABLE BOARD OF HEALTH
[TITLE V] AND LOCAL APPLICABLE RULES AND DATE: 8/3/99 & 8/18/99
REGULATIONS. ❑ DISTRIBUTION BOX P-9512
6. NORTH ARROW IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOLAR ENERGY PURPOSES. DOWN CAPE ENGINEERING
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. [' ° ° SEPTIC TANK
8. FLOOD ZONE C [NON-HAZARD] EL.72.5
i
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL C� SOIL ABSORPTION SYSTEM PIT#1
PIT#2 EL.71.8 PIT#3 EL.71.6 PIT#4 EL.73.7 PIT#5 . EL.73.7 �„ PIT#6 EL.76.5
GROUND DISTURBANCE OR VEGETATION REMOVAL FILL o° o° o° 0" -
WITHIN 100' OF WETLANDS,INLAND OR COASTAL R sERVE RESERVE AREA FILL FILL =O/A= SANDY LOAM =0/A= SANDY LOAM
BANKS OR FLOOD HAZARD ZONES. �� 48" ; 10 YR 2/2 10 YR 2/2
22,26 PIPE INVERT ELEVATION =0/A= SANDY LOAM 48" 48" 18" 18 I-
10 YR 2/2 =0/A= SANDY LOAM =0/A= SANDY LOAM =B= LOAMY SAND -6= LOAMY SAND
60" 10 YR 2/2 10 YR 2/2 10YR 3/4 10YR 3/4
=B= LOAMY SAND 60" 60" 48„ 48"
10YR 3/4 =B= LOAMY SAND =B= LOAMY SAND =C1= LOAMY SAND =C1= LOAMY SAND
84" 10YR 3/4 10YR 3/4 2.5YR 6/3 FILL ! 2.5YR 6/3
=C1= LOAMY SAND 84" 84" 66" 66 I
STONES & BOULDERS =C1= LOAMY SAND
96 10YR 4/6 STONE OYR BOULDERS =C1= LOAMY SAND =C2= MEDIUM SAND
96 2.5YR 5/6 1C2= MEDIUM SAND
11
=C2= MEDIUM SAND STONES & BOULDERS . 2.5YR 5/6
10YR 5/8 =C2= MEDIUM SAND 10YR 4/6 I LARGE BOULDERS
TOP OF STK. 10YR 5/8
v EL.75.00 156" NO GROUNDWATER EL.60.0
w 144" NO GROUNDWATER EL.59.8 96" NO GROUNDWATER EL.63.6 156" NO GROUNDWATER EL.61.2 144" NO GROUNDWATER EL.61.7 108" NO GROUNDWATER EL.67.5
z cr
O jc')
DESIGN DATA
337. �
36 ___12 615.85'
NUMBER OF BEDROOMS 3i�'
CM',RBAGE DISI✓v�,''y� -
\ DAILY FLOW 330 GPD. I
s ` SEPTIC TANK REQUIRED 1500 GAL..
8 --, SEPTIC TANK PROVIDED 1500 GAL.
LEACHING REQUIRED 330 GPD.
\ SOIL ABSORPTION SYSTEM CALCULATIONS:
\\ \ �
SIDEWALL AREA = 152 SF.
\\ \ 11 DRIVEwpY w 10' -7 LOT 6 \I I\ II I� - ---- _ ���. \�' \�os�\\ 152 SF. X .74 G/SF. = 112 GPD.
\ \ I 50,342 SF. I \- - -__ _ __� �� BOTTOM AREA = 329 SF.
#3 ,! _ \ \ \ \ 329 SF. X 0.74 G/SF. = 243 GPD.;
• \' �— `\ II I\ \ \ ---... 12,C7\A I ,/ ,�, 1 68— — — —= — —\ \ \ \\ \ I LEACHING PROVIDED = 355 GPD.
1-1
60
=d� �a i \ I I �� I I I w / // �4.\ \ \\ \I I II
a ==N� I I I I I I I W I # M 0=\ #2
M ` it \ I I ! �Q \ / / - �8 �6-1 I I
I
yHinkley,r � ,d I I I W �
r'Pond \� '. I' I I I [p i
_
\J — ob o i ,� I I- I _
o S I I I I N I ( r 0 10 \
cha\4 I I I I 11 35'I — �I I o / I I \ \\ II Ilt
J, l I I I SINGLE FAMILY RESIDENCE
and '/illagOPrivatea yilaynr
\ \ \ \ I �
24'
aA! ,f PROPOSED SEWAGE DISPOSAL SYSTEM I
� \ \ \ �� 9 \L,1,�tZ s� #5 / ` I I / J . 1, ,.• , : ,, I
cdA \ \ \ \ PREPARED FOR
JQ
o� MID
CAPS �� � \\6�\\M� �� ,_ McSHANE CONSTRUCTION
�_; \ \ ��, ;' LOT 6 OLD JAIL LANE
a ar Fe `„° `; \\ \\ �\ �\� �o� 71,46' \\i _ _ _ _i— - — _ �6,, ,� =_ �/ -j �µ, BARNSTABLE,MASS.
� -
y � ;
I
_ _ 159.3T ' // �' \ `� W PLAN N0. 112161 j SCALE: AS NOTED ,
r (ya nn
5 NOTE: EXCAVATE TO =C2= STRATUM IN ORDER TO ——— —- / ° = ^.
REMOVE ALL =A=,=B= &=C1= IMPERVIOUS MATERIAL // ,/ 44•36' o FILE N0. 3836A DATE: NOV.21,2001
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, N % Y SEPTIC FILE N0. 70 PCS FILE: OLD JAIL LANE 90
CLAY-FREE SAND. (PER T.H. #4 ) LU
�l<,>� CAPE & ISLANDS ENGINEERING
z z z
O 0 i
278 59 6 90 800 FALMOUTH ROAD, SUITE 301C
PLOT PLAN — — > ` !'` MASHPEE,MA 02649 (508) 477-7272
SCALE: 1" = 30' MAP SEC PCL LOT HSE