HomeMy WebLinkAbout0124 TOBEY WAY - Health �T'o ey ay
J
247-231 Hyannis .
%-WN OF BARNSTABLE
LOCATION aT 3 j3 E SEWAGE # E'
VILLAGE JAY IVJS itoor1""'-r ASSESSOR'S MAP & LOT
r-�
INSTALLER'S NAME & PHONE NO. `� 8ft-)AACC P A--
SEPTIC TANK CAPACITY 1060
�-
LEACHING FACILITY:(type) fj �7- (size) cV o GG�L
NO. OF BEDROOMS PRIVATE WELL O �Pb7�BLICWATER)
BUILDER OR OWNER Y Y I A L r U/00 0S, " r�
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED: 's`L
VARIANCE GRANTED: Yes No
1 )
D 4
rz .
1 y
� .
No................. Fitz..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
,�� ilirotio>tt for Ditilla 'M 111orlir, Tour tr urtiivit Permit
Application is hereby made for a Pernlit- to (onstruct ( ) or Repair ( ) an Individual Sewage Disposal
�ystetn at• I�
` kt.L.GPf �i�l _ .
....h�:j. . o l...
. .._. .............. .
f• cti,tiia,-Addr "
V�a I(.1:�►�,1)(�..._.. ....... .................. ._
r t ,
} / `..� ;f' i{.E i 'Ul' i�na 4 � `4 ill�q
1 �
liixt,llcr • 3
pppdggq � /�, f Size Lot..Zo.._...1. Z.�................Sq. feet
Type of Building U
J Dwelling— No. of Bedrooms................._..................__....E:xpansion Attic ( ) Garbage Grinder ( )
'.1 Other—Type of Building ............................ No. of person............................. Showers { ) — Cafeteria ( )
a
a, Other fixtuus ...................... ...............................-•----.............._....._..................................---...............................
d gallons P 1 1 y ally flow..._ . ' 3 .. ...-- lions.
Design Flow................��---.---------------- lions per person per day. Total � �`+..�.�b ...... .. -•.........W b 8.-.U._.- Width-ff..M.... Diameter................
WSeptic Tank— Luluul capacny.lQ�.....-gallons Length.- P
x . Disposal Trench -- No- -------------------- Width........-........... •l'otal Length............``,_,...... Total leaching area....................sq. ft.
Seepage Pit No..........L......... Dianieter.............)'0. 1)cpth below inlet.........t��_.... Total le�lchingarea...., �P.�....sq. ft.
z Other Distribution box C4 Dosing t nk ( )
Percolation Test Resul s Performed by 1 Test Pit..5... ... t -� q5
��[.EP���... �......._ Date.
'a v mrnutcs per arch Depth I c f ! ..... Depth to ground water....$.1. .�........
Test }'it o. ].......�.._..
Pit.................... Depth to ground water........................
Test Pit No. 2................nlinutes per inch Depth of Test
= t
0 Description of Soil---••-•---•-.....(: .......iw. `�5. 1. ....... . ........ _.........................
3.::1�4----....M.4- .-Sr�.n�[.._. e... �u. ------•............................................... •--- •..
----...---•--••----------------•---......----•----.---...------ ...
.............•----
x 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 Em ironmental 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
.............................................
..........................
Application Approved B ..... /--� ........... �✓ .`....G'--, _..
INte
Application Disapproved for the following rea.ronf. ......................................................................................................................................
............Y
..............
Permit No. .............
Issued
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Ter#ifirate of Tompiiance
THISn-rERrlff That die Indi idu e e Disposal System constructed ( � ) or Repaired ( )
r
.................................................................................. .
46,
�/ / ..................... J .................................
has been installed nacordan el with the p ovisions o` t I I'fi. c:f The fife nvi_onmental Cc de described in
the application for Disposal Works Construction Permit No.��1...-� .� dated �.. ice..' .. g
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTI N SATISFACTORY.
DATE......�✓.....'�_'�.�``..._ .............. Inspecto : °�..'41 .✓....... -
---- --------------- -----.----------------------- ------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
No.. FEE........................
01apnrttl Worho Tanatrurtum jfirrinit
�C t�, Itc�ur-
Permission1 hereby granted..................................................;............y.........._................................_.................................
to Constrtrc��jj( � ort e air ( an I(�div}r 1a c age Disposal System
atNo....._..'._b( - �1 .''U.. �t Y4 -1 .� _...----........................... ------......._..------....._....._.._..............
Street
as shown on the application for Disposal Works Construction Permit No..................... Dated..........................................
...................
C - , Board of Health
DATE.....C ....Fl! I ? .............................................
I � -
FORM 36508 HOB199 6 WARREN.INC.,PUPIL19HERS
a ;
W _
GENERAL NOTES : I NYER T EL E VA T I ONS DES-I GN CR I TER 'I A
ACCESS COVERS MUST BE WITHIN INVERT AT BUILDING; 39. 25 DESIGN FLOW: -
,; - I. THIS PLAN IS FOR THE DESIGN AND 43.00 12 OF FINISH GRADE
INVERT IN 'SEPTIC TANK: ' 38 85 BEDROOMS AT 110 G. P. D. PER
CONSTRUCTION OF THE SEWAGE DISPOSAL ' FIRST 2' TO '
sYSTEM ONLY. &E LEVEL INVERT OUT SEPTIC TANK: 38. 60 BEDROOM EQUALS 330 G. P.D.
4' PVC MIN. 2' OF INVERT IN DI5T. BOX; 36. 40
2. ALL CONSTRUCTION METHODS AND MATERIALS ,.✓� NO
AND MAINTENANCE OF THE SEPTIC SYSTEM
SCHEDULE 40 0 "_ PEASTONE INVERT OUT D I ST. BOX: 36,20 GARAGE GRINDER
SHALL CONFORM TO MASS. D.E.P. T/TLE 5 39 5 INVERT IN LEACH PIT: 38. 00
6'
AND LOCAL BOARD OF HEALTH REGULATIONS, 3�.0 314' - 1 112' D1A. SEPTIC TANK REQUIRED:
WASHED STONE BOTTOM OF LEACH PIT: 32. 00
3 DUTLET 32 00 3
30 G. P.D. X 150x' - 495 GAL .
3. ALL SEPTIC SYSTEM COMPONENTS LOCATED 10• MIN. 1000 GAL D-BOX ADJUSTED GROUND WATER: N/A
2' 6' 2• SEPTIC TANK PROVIDED: 1000 GAL
UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC SEPTIC TANK LEACH PIT OBSERVED GROUND WATER: N/A
r OR GREATER; THAN 3' IN DEPTH SHALL BE -
CAPABLE OF WITHSTANDING H-2O WHEEL LOADS.
PR OF l L E : NOT TD SCALE BOTTOM OF TEST HOLE 28, 00 SIZE OF LEACHING FACT L I TY REOUI RED:
330 G. P. D,
4. ALL SEWER PIPE SHALL BE SCHEDULE 40
: DESIGN PERC RATE 2 M I N/I NCH
OR APPROVED EOUAL. { ►,+41.
5. BEFORE CONSTRUCTION CALL 'DIG-SAFE se.se { N 84•39 '10-ty
26.01 - PROVIDED: I 6'PI T(S) W/ 2,STN.
1-800-322-4844 AND THE.LOCAL WATER DEPT. { 1 I S I DEWAL L : 188 S.F.X 2. 5 _ 470 GPD
FOR LOCATION OF UNDERGROUND UTILITIES,
4l 3
AS GAT�c I + BOTTOM: 79 S. F.X I . 0 _ 79 GPD
1 1 j TOTAL : 267 S. F. 549 GPD
6. VERTICAL DATUM IS: ASSUMED
7. FOR BENCH MARKS SET. SEE SITE PLAN. 4I.4 0
4/ b + +41.4 �, SOIL TEST PIT DATA &
8. NO DETERMINATION HAS BEEN MADE AS TO 1 I + ^�
I INDICATES v_ INDICATES
COMPLIANCE W/TH DEED RESTRICTIONS OR 1 j 1 +42.2 { � PERCOLATION OBSERVED
ZONING REGULATIONS. I T SHALL REMAIN TEST GROUNDWATER
THE CLIENTS RESPONSIBILITY TO OBTAIN aL r00 ; t S 74 53�0 E Tp,� LOT 3 Tp,�
ALL PERMITS, SPECIAL`PERMI TS. VARIANCES
.. R 0 / { 20,/4' GRND EL• 42.0 GRND EL
ETC. FOR THIS PROJECT. i ,5 / /
G.W.EL. NIA
G.W.EL.
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY / // / � ��� 0• 0'
3e,o/
TO HAVE THE PROPOSED BUILDING FOUNDATION /l j I \�� TOPSOIL
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE CATCH BASIN / EL q SERVICE SUBSOIL
AND SOIL CONDITIONS AT,THE LOCATION OF THE RIM-Ja.1s / LOT �J
PROPOSED BUILDING. \{ a 3' 39.0
20. l 23f S. F.
10. THIS SEPTIC SYSTEM DESIGNED IN ACCORDANCE j 1 ,+41.7 41 7 '
WITH 310 CUR:15.005:(5). THE SUBDIVISON WAS
ENDORSED BY THE PLANNING BOARD ON AUGUST 8. 1994. I MEDIUM
Y / h ' I 1 COARSE
SAND
l 142.0 SOME
I Z l PRO 1 41.a / GRAVEL
1 1 �O9E0 OR/Y�c
NO WATER
1 / � �= GI 1�; 14- 26.0
4.�� i ICI ° 3 k �r 1 DATE: APR 1 L 5. 1995
S TEPHEN HAAS
41.4 4 v o �Q IIC 3 54�3 TEST BY:
�t +A` 1.` / / 33.= 4 �' +41.d b O (C/j A f� e� `®,
\ � 'fie
� WITNESSED BY: ED BARRY
rl, v� /{ / , / o �, � ry PERC RATE: { 2 MIN/INCH
1000 9AC ( ;V
SEPTIC A'ANK
`\ a
15
n-Box 3,3 : _ J� P T ._�'� .�� T�M D J� ( N TESTHOt
\ •Gr
\�0 �+"TER� \ 42.0
�•��O el +40.3 �� e' PIT +4/.0
W12' $TON£
4/.2 2p &A R N�.7 7A L � W H YA /V/V / S R OR 7-
x 39.16 ' PREPARED F-OR
n •1: RESERVE s
•+40.3
J9.47 W b � �\ �� �
MARKwo0o c0RP .
o \\`✓�i� ��\ +,40.2 �� ,
.115.00 a v % S CA L E : / - 20
MAY 3 / / 9 9.S
L-66,30 ,+39.9 e I
x -
o
- I47.as• ,�'14 GL �' S'UR TIE'Y I NG .�'1V G I N.�'E'R Jr NG
Zt
N 86'51 '12'W
_ ___------ +40 9 1 ® S'e cz b o a� d' Lan e
+4o.1
-+40.0 40.J OPEN SPACE
432 -- 5333
- o t o 20 4o JOB N0: 95=240 FIELD:R VB/PDR CAL C: SAH/CFW CHECK CFW DRN: SAH
,
2
i
,
.- . .: ,, , .. ... ., .;_...:., ... .! . .. .:. ,.. .............. _.3..,., ..... .i :. '....... ...-.- �.r. .,. ...... .,r. ....a 4.n a... ... ... r.„ Joss ....... i:.. ." ...._,. w ..
„ .rr .n.._.dt..J+...w.r... .....,_« ,......,-..e_..a,.. .,., ...,.e.,...v.. .s.. �.+....,. k.. .,....=i,..r.......a-..... u..._.... .. v_...r..... ... ..,. ,. . _. _ . o...