HomeMy WebLinkAbout0399 POPONESSETT ROAD - Health 36
/ 041,
sja F
y
}
0.
TOWN OF B STABLE
LOCATION LOT 1244 P®pOIy'.55 c 11 4044 SEWAGE #
VILLAGE Co 7" V 1 7- ASSESSOR'S MAP &LOT
INSTALLER'S NAME.&PHONE NO. L W R t N C E bD Nd t/ ,nl
SEPTIC TANK CAPACITY 6-00 6-19 Z
LEACHING FACILITY: (type) L 1 i-> L� (size)
NO.OF BEDROOMS 13
BUILDER OR OWNER I o m S J$L I Cr
PERMITDATE: 0/1'l0 94'7 COMPLIANCE DATE:
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 leaching facility) Feet
Furnished by
®o o,
U -i
N A
ASSESSORS MAP NO:
` PARCEL N0:__Z
Fizz
THE COMMONWEALTH OF MASSACHUSETTS
p BOARD OF HEALTH
TOWN OF BARNSTABLE
,c ppliratimn f tir Di!3paml lVur1w Cnnnitrurtion ramit
Application is hereby made for a Permit to Coristruct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
F tJ S�
Location- \ dress / ......... ...................................
n y�► or Lot No.
.......................���+-I••.. wner ��.T-.......................... .............--•-••................__......._ ...........................................
O Address10
............... ..•---............................. --............................---....-•----....•...............................�
Installer Address
Type of Building 3 Size Lot...
}...Sq. feet
.-� Dwelling— No. of Bedrooms............................................Expansion Attic (No) Garbage Grinder ({j?)
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
d Other fixtures .....................................
W Design Flow.................11......................gallons per person per day. Total daily flow.............. ....................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width .___. .. Diameter................ Depth..............
x Disposal Trench— No. .................... Width.....22. --..... Total Length......�d.--_.-. Total leaching area.... 5.0.....sq. ft.
Seepage Pit No...................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing ank ( ) t
`" Percolation Test Results Performed by._-. J-1d�.......I�A.Aa.pzg� ?:nCa.VL -_-••.•--_ Date......W 1l. ►. ..........
Test Pit No. 1...... _.._.minutes per inch Depth of Test Pit----��...
...... De th to ground w ter...........to..........
rZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 ................................ .
O h ��._.'i'......1'......_ ..... k .........................................
0 Desc option of S oil..ot-. --......�"�'> SP n� }`�..�=Iz;, �� �'J t.1211_-'a. .....Lakt.m--S,3N01911)-----.....
-5 . �g� , -. �...--._ �._...s � ��} .......................................
w
--------------------------------------------------------------------------------------------------------•--------------.--------.......------.........---------...........-----•----....-•-------....---
U Nature of Repairs or Alterations—Answer when applicable...................................................:............................................
----------------------------•------.....-•-----------------------------------------•----........---------•------...-------------•---------•----------- .._....... ........-.......----•............
....
Agreement.
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the
system in operation until a Certificate of Compliance s been issued byet e)board of health.
Signed ....�J �°
� � - a -............. .............................
' Dace
Application Approved By ............. .....�.�.. ,.,,��..�1 �...... .......................................................... ....... ...-../ Q. .. �
Uuce
Application Disapproved for the following reasonr: .........................................................._............................................................................
.......................................................................................................................................................................................... .................. ........................................
qDare
Permit No. ......_/ ....�..:..�.. ........................... Issued ....
.............................
....... ........................
Dare
No................-....... ,- F$s..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration for Di,tymial Morkii Tnwitrurtion rumit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
...... !t.T.......12AR. Fort. ��5�1T........�:..... ............................... ...:oi. 12.14a.....---............................
Location-1 dress or Lot No.
......................-1Kae.�..........Lb.O .. ........................... ....----.......................---...--•---.......................................................
Owner Address
W
Installer Address
U Type of Building 3 Size Lot...�f�,l. v...
...Sq. feet
►., Dwelling—No. of Bedrooms............................................Expansion Attic (NO) Garbage Grinder (jj,�)
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
dOther fixtures ..............•-..............................-----..........................------.--.........-----..................................................
W Design Flow.................LQ.....................gallons per person per day. Total daily flow..............3�1( ....................gallons.
WSeptic Tank—Liquid capacity............gallons Leygth................ Width...... ........ Diameter................ Depth................
x Disposal Trench—No. .................... Width....Z..��. ...... Total Length...... ...... Total leaching area.... �n .....sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet........ g q............. Total leaching area.................s ft. �
z Other Distribution box ( ) Dosing ank ( )
`-' Percolation Test Results Performed by...._J.AdA;: ...LR1AI.DL�..�`S.I:1�-V�. ._........ Date.....a1. .1.�? .qi2��.......
t-7
Test Pit No. 1..... .....minutes per inch Depth of Test Pit......�....I/...... De th to ground w ter.....��....la..........
f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
................... ........... .. ..............................................
0 Descritptionof Soil.. 5....... 'v�4`1...Sr-N ..�. �:l �i....lay.Aa ...BAN _t.►2,"- ,'!....lvk�?l!�...S,9N..O. set ..........
��.......5Z.:ZA....... ..... x+<o...LC ................................
w
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
........................................................................................................................................................................................................
Agreement.
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by the board of health.
Signed ............................................................................................................ ........................................
Dace
ApplicationApproved By ...................................................................................................................................................... ........................................
Dace
Application Disapproved for the following reasons: ........................................................................................................................................
................................................................................................................................................................................................................ ........................................
Date
PermitNo. .................................................................... Issued ....................................................................
Dace
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
urtifirate of C�oUtylianre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by .............................� .Ga r ...r>... ...........r.•r.7 ..l ..1/.f i2...:..............................
Insrdlcr
at ..... ..........9f�..e..1Zlfl.. fJ ...... .....................................
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ................................................ dated ...............................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE........ .......................:.................. Inspector ......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
No......................... FEE........................
Mijazal Workii Tonatrudiian rantit
Permissionis hereby granted..............................................................................................................................................
to Construct ( ) or Repair ( ) an Individual Sewage Disposal System
atNo.......................................................................................... ....... ............•--•....................................................................
Street
as shown on the application for Disposal Works Construction Pe it No..................... Dated...........................................
Board of Health
DATE...../.`' '.�%�Z.........
FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS
AililL1C;ATIUN 1••UR PERC;ULATION TEST AND OBSERVATI N 1?1`1'S
LOCATION QA 134 SS NO..
VILLAGE DATE
APPLICANT ko,,6P_rt w 4 FEE
ADDRESS TELEPHONE NO. (Non-refundable
ENGINEER ' - TELEPHONE NO.
DATE SCHEDULED r
Applicant's signature
AS§BH0A'3 jA1P d WAN
SOIL Loci
SUB-DIVISION NAME . DATES f�� ✓ IME
EXPANSION AREA: YES ✓NO .� �ndeys- ENGINEER )�t
TOWN WATER '!.� PRIVATE WELLS _ �� �yy_4 BOARD OF HEALTH
� 1a EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and
percolation tests, locate wetlands in proximity to test holes)
NOTES:
A-�S,�¢ ►`mob.
PERCOLATION RATE 8 2�;�� � : 1 ®"V
TEST HOLE NO: Z ELEVATION: TEST HOLE NO: '- ELEVATION:
QI_ rL' 1 J .OoYN1 �ANb 1 O S�
2 2
3 z
g �w I4 5
6 Q, ��� Mom, W
7 Sao 7
11'.IfP- 51(,
9 9
11
12 12
� �� • I?�Z�� 13 13
14 14
15 15
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS
LEACHING TRENCHES
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
NOTE: ENGINEERING PLANS MUST SHOW NUMBEW ASSIGNED ON PERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY BY P.• E;—AND RETURNED TO BOARD OF HEALTH
COPY: RETAINED BY APPLICANT
.o-,e►
.oA �
.o,of V
E► 19i1 I 9r w ❑
� r-70�4 ; r' b 03170013a o ,a.wsau.•• ,
i A*.9
E �i l � I 1 � �• I �'��. 1 w l7 O � ; a. Q i
�u$T 1 1 ® _ - IIxXWWII I O
•
1 Lai I
1 '
.lvm'i9vN O I a a
W I 1 g
m3N
\� I nvn 9w8v3a 1113N
a11A �' �31 2 W
, 1 m �
p d 1 Q
1 =
•4E•'c •qPF ,qr,s 031v:013a ro•a•n 1 (1(()�
L-riXri %U61 3
y
tt•OixK101 ___________I ���
•P's .PU Q e
r,04 Z' rN{ E
to Al
� S
d319 - Q 0
k �1730'1X3 O Nil
e m3N a°u°
t
Q •1L190L 02 m3N �m� ..
1. '°yyqF
� w•wa Of�p
9N11aX3 9NU91x3
® o o F
12
O
EW IS I ' I •I _70.N B•,pXi� � � ryrr,.o. '
yyJ` I I i 9NUa'X3 a ygy Q
I � W
�wlY03 nvm'!x3'1s1x3 do 3w9� 111 Z y '?o.91 5 F- 06
— — 'n 1 ro94-- O 9q ale
Q
1 1° I4
X Im• >1 � III a 9W' I �
Lug E 111 U W U m
W p 1L Q sL U37/m NaRI ' O Z p - --• b UI •,lAl.i/14---m3N r - 1 \ f,
_ _ 1 a E ,nqu' .
_I v nl d31e z W O °
I I NI lwd rx►dM y} U Q
u g
0.91
Od YX► i =a OMuax3 )( R Q m I N
cj
'I,,� IIIWWW pb W
1011ll QI 6p 4 Z W ug s
wi
W o
1 i k E.�vi ,000•..w.,.. quo ..
m3N is drxr Q ��
9 s 4e .P,n Q d�
Q Z
-~ om3N OtxOLILN r
m3N
LL
Q
LL O
A.9 z
/• O
------ ---- 1 �— may,. OIY----- ------- ----- - �J
Qz 1
- -r------ ..
N9
1 Tm --------------------------J
------------------- --� L----
I 1 y] I9 aoa.9re•du � i ----- -i
In B'�
1 1 'r^ • 1 r 1 i i 1 i Q � \v1 ��@U
r I 1 1
• •�i ram'?o.9191,axt•� 1 1 1 1 ;: z
1'•1 I
. 1 ?o.9 ,,M a- ia
O Q 1 1
- -r-.L---------' ~ 1 Q
1 x I
1•. I� 1 1 1 1
1 I 1 1 01 1 1
1 • 1 1 1 � 1 1 �
1 1 I 1 IN •- -I I I -
I Ir pwo)m
1 7 ,9l/l017q 1
f--
r—
1 1 I III III 1 I s
1 1 III In I '
1 1 111 III I �•� V
�``9I 1 I I I 111 111 I I :,:,:4'4'1';.;.� .• I. .
0 F I O I 1 L-_ o0a,9/s'd4l I- F ewa Q
IT-
-------------
p , .w ama43
r i 0. ova Q
m .
• kz.
1
i
d
i
o J
I
Q Q) NO� nt
G��SETTS O ^'
O`P w co �
z o
vsi
a
TTS W J � O W Z
Q S� m
Q
o 39
4 SO
-34,
USI—I Y OF
r '3 85. 31
N05°41 C\2
40.0' r / 14.
4 mod\ 13 14.0 , (�
416 d
Q)
50
17 R�S�R
P
L • ti �o hq a
V
IS
r
c
rM
F.F. ELEV.=21.0-
ELEV.= 19:5 PROP. ~� 20'min.
=
4" CAST IRON OR CONCRETE COVE ELEV. 19.5 PROP.
SCHEDULE 40 P.V.C. 4' MAX 4" DIA SCHEDULE 40 PERFORATED PLASTIC PIPE
END CAPS ON ALL PIPES ,
5' ON CE R 12 min. A 2' LAYER OF
DIST.=10.B' SLP.= 0.02 SLP.= 0.00 s M IN. 1/8"-1/2"
INVERT CONCRETE COVER 35.6� WASHED STONE
FLOW LINE DIST.=15.0 DIST.____
ELEV.= 16.66 16 45 _ SLP.= 0.01- INVERT — 0_0•0••0•, •,o"o"o"o"o"o"o"o"o"o"o"o" "o"o 0 0"0"0"0"0 0"0"0"0"0"0"0"0"0"0"0"
ELEV. - �0�000�0 ODODO�ODODODO�O�O�O�ODO�O OHO00o00 0O0O0- 0 0O 0O 0O 0O 0O 0O 0O 0O 0O0
10" MIN. lg" _o_o_o_o o_o_o_o_o_o_o_o_o_o_o_o_o o_o_o_o_o_o_o_o_ _o_o_o_o_o_o_o_o_o_o_
ELEV.= 16.20 u
ELEV.= 16.05 ELEV.= 15.88 O o°. /4" TO 1-1/2"
4" CAST IRON OR 4" CAST IRON OR OOuOvOvOvOVOVOVO OVOVOVO�� OOOOU VOVOVOVOVOOOCWASHED STONE
SCHEDULE 40 P.V.C. SCHEDULE 40 P.V.C. n 0-0-0 O O O O O O O n O n O n 7 O,�O O,�O O O„O„O
ELEV.=15.2
DISTRIBUTION -BOX USE STONE 6" A �T
1500 GALLON SEPTIC TANK TO BE IVET TESTED IF TO LEVEL THE
TO BE PLACED ON
MORE THAN ONE OUTLET. BED AS NEEDED. 7.2
6" OF STONE OR TO BE PLACED ON
MECHANICALLY COMPACTED SOIL. 6" OF STONE OR _-----------------------------------------_
MECHANICALLY COMPACTED SOIL. _ BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =8.0
USE A TANK WITH THREE COVERS. SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E.
PROFILE OF WITNESSED BY. ED BARRY________________
PERCOLATION RATE: __2___MIN/INCH P# 8608 x of
SEWAGE DISPOSAL SYSTEM HOLE 1 , DATE: 1111195_ ELEV. ___ "o�o�o�o"0 WAS 11B"-l�r
NOT TO SCALE
o 0 o So 0 0 0 o o° •��N.
DEPTH HORIZON TEXTURE COLOR MOTT. OTHER
3 PERFORATED PIPES
O"-5" O LOAMY SECTION A-A
. .SAND 5 sTIuro
E LOAMY �ya�A� �ssgo
SAND Jo
GENERAL NOTES: 12"-15" Bw LOAMY 7.5YR 4/6 N E LEY
SAND v1L
o.35101
1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 15"-52" Bl MEDUIM 7.5YR 5/6 NO WATER AT & o`E EI'SI��,�®����
2. PLAN REFERENCE 234/115 LOT 124A BARNSTABLE REG. OF DEEDS. SAND MOTT. 516"
3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 52'0 A' C BSRVE
AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES.. —84 SANDIM DE DATA:
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS .THREF,(�L___
5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TEST HOLE 2 DATE: W16Y95_ ELEV.-18.5___
12" OF THE FINISHED GRADE, DEPTH HORIZON TEXTURE COLOR MOTT. OTHER GARBAGE DISPOSAL �YP1Yl'�(0�_____
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW -3Q----- GPD
SAME, UNLESS NOTED BY FINAL CONTOURS. O 75" 0 SAND.O Y ( 1�_- GAL./BR./DAY X -3 --_ BR. )
7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL .BE CAPABLE 5"12" E OAMY IOYR 5/1
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE- UNDER OR. SAND SEPTIC TANK CAPACITY _L59_0__Gd.L__
WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 12••-15" Bw LOAMY', 10YF' 414
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING . SAND LEACHING AREA REQUIREMENTS
AREAS UNLESS NOTED. 1, 1 1 15"29 BI MEDUIM IOYR 5/8
8. ANY MASONARY_UNITS USED TO BRING COVERS TO GRADE SHALL SAND - SIDEWALL AREA -0---- GAL/S.F.
BE MORTARED IN PLACE.
9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 29"48" C MEDUIM 10YR 6/4 NO BOTTOM AREA _A5 ___ GAL./S.F.
DEEDED , OR ZONING REGULATIONS. OWNER/APPLICANT IS TO SAND MOTT
OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. OBSRVE LEACHING CAP. (BOT. & SIDEWALL) 337.5 _ GAI
10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 48"-132" CI MEDUIM 10YR 6/4
{ ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SAND RESERVE LEACHING CAPACITY
11. COTUIT WATER DISTRICT WAS CONTACTED END ACCORDING TO THEIR REVISED: DECEMBER 26, 199
RECORDS, ALL OF THE NEIGHBORING LOTS ARE .,ON PUBLIC WATER.
APPLICANT: KIMBERLY SALIGA DATE: NOVEMBER 28,_ 1995__
SHEET 2 OF 2 JOB # 50839A