HomeMy WebLinkAbout0060 BRAMBLEBUSH DRIVE - Health �o loa m bla:bu�lc,+D rI v �
�Q TOWN OF BARNSTABLE.
LOCATION SEWAGE #
VILLAGE. _ ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. �
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) 1p � /��G;_(size) 2-9/"
NO. OF BEDROOMS 62 _PRIVATE WELL OR PUBLIC W,�_TER
BUILDER OR OWNER `%
DATE PERMIT ISSUED: Z2, Of"9 2
DATE COMPLIANCE ISSUED
VARIANCE GRANTED: Yes Now
`�
. �
�-
`�`� �
4 .a
OJ
� ��
�r
!�I
�� .�
4
t
i
{
PETER J.TROY;,M.B.A.
Director of Administrative;Services
THE MAY INSTITUTE
P.O.Box 703, 100 Sea View Street
Chatha chusetts 02633
617 45-1/i 4
A comprehensive program of services for autistic children
and children with severe behavior disorders
No.. ..=AegFps. .`..
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
j'
_t OF.. •A2i 1.S, LAG r`4
-----..01...1 h A
Appliration for Diap.ati al Works Tonotrnrtinn ramit
Application is hereby made for a Permit to Construct (ki ) or Repair ( ) an Individual Sewage Disposal
System at: T�Gp
.... ................................••------........_..... -----•-•-•--
Location-Address or Lot No.
A.
........
Owner Add/re�s'�
l'�__l_rr�_ C�_ _ ....---d--'-..l .. ..........
Installer Address
i
Q Type of uiling Size Lot__9`_-A _Li...... f et
Dwelling—No. of Bedrooms............................................Co Expansion Attic (IJo) Garbage Grinder (
aOther Other—Type of Building �5F.�?FF!«.... No. of persons............................ Showers ( ) — Cafeteria fixtures -------------------------------------------------------•----------•---•--------••--------------
w Design Flow..........SS...........................gallons per person per day. Total daily tflow-------- ........................gallons.
WSeptic Tank—Liquid capacity4gallons `Length_l�__':��..... Width.. _�...._ Diameter................ Depth_.S_..�?....
x Disposal Trench—No. .......k........... Width.... Total Length--- Total leaching area... .....sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box (1/b Dosing tank &)
aPercolation Test Results Performed by--- a_!4xT __�l�!•Crt._� 5�........................... Date.. °_��`8 ...............
Test Pit No. L:.L -_-_-minutes per inch Depth of Test Pit....A?........... Depth to ground water.Apa.j�� L
�T4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---_-_•--_---------__--.
a
Description of Soil.... �`- Lo �+t_. �a k�SizjS�__2-'12....... h.l E-0 ---------------------------------------
x
w
UNature 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 as been i ued by the board of health.
Signed . -- - 7
Dale
Application Approved BY ---- -- ..-----------------------._............... ... f --1� - - mo
�e
Application Disapproved for the following reasons- ...........................................-----------------------------.............................................................
................................ ...... ............. ................... ........................ .. ........ ... .. .. ........ ........ ............... ....... .......................................
Dare
Permit No. Re, 47;� Issued -------- .-��..'"f' �a
Dare
}
MAO
No......................... FEs..............................
THE COMMONWEALTH OF MASSACHUSETTS
_ BOARD OF HEALTH
iC#r..>....................OF..t ?t.§: K �t-6
.. .. `a
..........................................
Allp iration for 0iipnsal Works Tonotrn.r#inn rrmit
Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal
System at
13
....... _..................................... ----• ..... -- .......................................••-
------------
_ �� Location-Address or Lot No.
..:."�........ a..... �ST+_. �,?' ........................ .......... _� 8.......... wi ' �'1.. `._ram.. �a�--
W .►
Owner Address
f
a ................. ...-•-••-......•...................•. ...............,.••••-•...,....•-••..............................................................
J
�'
Installer Address ,
Q Type of Building � Size Lot.__�`��_��_��..__._Sq. fget
aDwelling—No. of Bedrooms...........................................Expansion Attic ( o) Garbage Grinder
p, Other—Type of Building f'._L :�:'r_ .... No. of persons............................ Showers ( ) — Cafeteria ( )
QIOther fixtures -----------------',--•--•----•-------•-,-•--• •••-----••-'•.
W Design Flow.............. =...........................gallons per person per day. Total daily flow-------- I ...............gallons.
1:4 Septic Tank—Liquid capacity.: gallons Length.lt._'�.l..... Width.................. Diameter................ Depth•.t.....'.....
Disposal Trench—No. .......�........_.. Width..._?`_...__...., Total Length.._ ........ Total leaching area... _.--.--sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box (,k*) Dosing tank (No)
`" Percolation Test Results Performed by... "�.� _!�?:�G 1.01 L-__________________________ Date__�� ..4�:���_ _
,Wa Test Pit No. 1...L•_ -....minutes per inch Depth of Test Pit..... . .......... Depth to ground water..AI r_�j..:I_'-jv.au�.TG-�.C,0
44 Test Pit No. 2................minutes per inch Depth of Test Pit..................., Depth to ground water........................
P4 •--'•-••'--.......................................................-••................ ..........--
O Description of Soil... 0-2.... o��g �:$v ��.':_..�:.�_►_? C LI a3o#,A P-�C•C7 ��A r,.\V.....................................................
x
----------"•............... . -•-------'------------------•----------------.._.....--------------------------.........••--•-
W
UNature 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 Environmen 1 Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compli ce as been i ued by e bo d of health.
Signed -- -- ----------------- � f�.7` q/
....---- .......
Date
ApplicationApproved By -------------- --------------------- -------------- -------------------- -- - -- - -- --------------------------------- ------------------
Date
Application Disapproved for the following reasons- ------------------------------------------------ --------------------------------------------------------------------------------
-----------------------------------------------------------------------------7---------.............--------...---.....-.................------------------....................-
Date
PermitNo. ............................................................... Issued ...------...............-- -- -----------------...---------.....
Dare
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.............................................. OF . .� .ldi ..................
C�ez#tftrate of Q'I'Llutylian e
TH S ►e r �� fhP� „al S e IZ Ct5stem constructed ( ) or Repaired ( )
by................. .............. ............................................................................._-------------------- ------------------------ -----------------------------------------------------------
Insta er
at ..... t�1.^.-.../ .-...-` - ` _d .- ................../ " - ------------------------------------------------------
f....--- ..
has been installed in accordance with the provisions of TITLE 5 f The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ....�.4 ."�....,.7.� dated .... ?```01'r:.,�`..a
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE......./..r<.. 4��----------------------- Inspector . - ... . .... ...:... ..............................
r
THE COMMONWEALTH OF MASSACHUSETTS
" ��..BOARD
�JO/F} ,HEALTH
f OF.....!+.! .. v�.......... .. ....
No.. �f.` 9 FEE.�X�.
CO
Permissionis hereby granted..............................................................................................................................................
to Constru t ( or Repair ) an Ind' " ual ewag D i s Syst
at No..... -------
Street
/ ----•---- -----•--••------------------------•-----•----------
reet
as shown on the ap li tion fo Disposal Works Construct�.�it �____ ____.__ _ ated_____ !...............
9..... ..........................•'--"-----••......-•--•••-••--'•--•--•....--'-•--•••--"••--....._
/.. ......-•"......'-"••.......... Board of alth
DATE..-•-•-•---------•---....-•---- ------•!.
FORM 1255 HOBBS & WARREN. INC., PUBLISHERS
The May Institute, Inc.
100 Sea View Street, P.O. Box 708, Chatham, MA 02633
508-945-1147
Walter P. Christian, Ph.D.
Executive Director November 14, 1990
Stephen R. Anderson, Ph.D.
Director of Clinical Services
Jerry Dunning
Peter J. Troy, M.B.A. Barnstable Health Department
Director of Administrative Services 367 Main Street
Hyannis MA 02601
Dear Mr. Dunning:
Enclosed is a second copy of the septic plan for our
proposed new residence on Bramblebush Drive, Cotuit.
The May Center for Early
Childhood Education I hoe that all is in order for the Board of Health
10 Acton Street p
Arlington, MA 02174 approval of this plan. I will follow-up by phone in
617-648-9260 a day or two.
The May Center for vocational Sincerely,
Training and Education
348 Pond Street
Braintree, MA 02184
617-849-0223
May Institute ICF/MR Peter Troy
Group Homes Director of Administrative Services
Hyannis, Falmouth,Centerville_
c/o May Institute
354 Main Street, Box 2644
Hyannis, MA 02601
508-778-7600
The May Institute, Inc.
Residential and Special
Education Programs PJT/mw
P.O. Box 708
Chatham, MA 02633 Encl .
508-945-1147
A comprehensive continuum of services for individuals with developmental disabilities and behavior disorders
)n
TEST PIT No. 1 SEPTIC SYSTEM DESIGN DATA GROUNDWATER PROTECTION ZONE
8 DEPTH ELEV
LIMITED GROUP RESIDENCE = 6 BEDROOMS GALLONS PER ACRE ALLOWED = 330 GPA
cc
P NO GARBAGE GRINDER
ACREAGE PROVIDED (LOTS 27 & 28) = 2.1 A
0.0 61.00 /f%, LOAM &
o SUBSOIL DAILY FLOW = 6 BEDROOMS X 110 GPD = 660 GPD GALLONS PER DAY ALLOWED: 2.1 X 330 = 693 GPD
s 2.0 59.00 1 OFFICE 12' X 7' = 84 SF
GALLONS PER DAY GENERATED = 666 GPD
n CLEAN 84 X 75 = 6.3 GPD
MEDIUM 1000
SAND
u 660 GPD + 6 GPD = 666 GPD TOTAL
° fj' 4' S 23 o 5 61-S
SEPTIC TANK = 666 GAL. X 150% = 999 GAL. ,� L- E
.4- 2r pp..
USE 2,000 GALLON SEPTIC TANK PER ' 90p-= y
' o0 ooa o �o aO o
o BOARD OF HEALTH RECOMMENDATION duLy 3 a u Qu
•� �y
LEACHING USE 6 GALLEYS (4'X4'X4' ) W/ 2' ��v ° Q
0
12 .0 49.00 e. o° BOTTOM CRUSHED STONE FOR 28' LENTH 8' WIDTH 4' DEPTH i 1 7- a 5 C, S 23or'o�
2r•p0.. E
0 WATER Qo'
SIDEWALL = 2(28 + 8) X 4 = 288 SF ool
BOTTOM = 28 X 8 = 224 SF J� o v; u u �Qy. o, �r, � • ` r
P-3343 = 512 SF TOTAL O 0o O v o f
SIDEWALL = 288 SF X 2.5 GAL PER SF = 720 GPD 0 '� DOJD Q o Da I
SOIL OBSERVATION PITS BOTTOM = 224 SFX 1.0 GAL PER SF = 224 GPD 3�4-Vi,
x4 x4 f'LL. 24
DATE: TOTAL CAPACITY DESIGN = 944 GPD GA ��Np C(, - I I S �
5/16/$4 WASNf:17 I / �5 -� ,, .
ENGINEER: TOTAL ESTIMATED DESIGN 666 GPD
DAVID THULIN =
B.O.H. AGENT: R. GIFFORD GALLEY PLAN - , �;
EXCAVATOR: ALFRED FULLER DESIGN PERCOLATION RATE = LESS THAN 2 MIN PER INCH �j
N.T.S. A I �,t �
=ACE !,lMI', of WoKK Ll MIrOF WORK
206 »C PLLMB Cotes !71' S>;I�'f!G SYS / I DNA 2 yo�� oa
colJi'i�
4' �T �'
a
-rpQ 1 F NG � ,. I �., w
1 pp r
,��7 I
24 pa Z`OE2 �GDYEJ2 R 24n PGA / GL,:dkl��-�} r22:
W/A\ET Fp>a cdy�25 0 1 N 6K rL �- _ . r l0 0 /
�2 -lv2 ' : ri:i:i%i:i"2 ENCHMARK >ARA : RHG GE T
P F
O O
CON D
Nyy C BOUP G �`,� 40 Ni ::> . >:::>>:R V _
tt�� \ EL
67 NT .60 GVD
U O
I0U LINEt zI
0Pl
�TXc. 4 [ONGLC-aA o� E - o - w 0
FLO V LI N
L
to E+
2 5
1 APB
I I Q -
o' C S•
I II
a i �( z w 5 01�- �I'- w
f
Q
I
�. Sr,E.
T 20 .
. 11 ,= 0 / E a
V
a l..
FDG
r I I L -
ry
0
V N L I I1.N V L I �N I p i _V I . �'
� A u m f
ILL I. aza
— r ti
I i
1
H\ H
r D•:.'.: �, _
� I� 2--F
1 4. /
;Z J A 1 � '� A r A rOR RsJI A 0 � Uk
Q.- r - J a u]
P _.
1
R a
C�Q
r LL rc Q- ><.
l02 D3' 2 r1. d' c C. 1t I w a
��rTC� - rr2�0 I , 1 O I ':'«'I'`<>'� LE�A►Ci�►N� E A w
OLUbPE,D 4( \ 1 I w a OD o
3 PcC
P fl
Y
'T �
r t
a.m\
r � I s I
alsr ou L D
2000 Cx1l. PGG 3 � o, \ \
/4 z CJ,EA O ���
5
P \V
R GJ
Pr,c
7a�
r
T�
VASNcD vh_ \ 1 �
�
r
` / 1 �� T ., 1
T T ��
- '7
y• �
1 5 , I
I b .2
I b
10,� 10 I�`1f� II , .. {,� �T F'� : / \\ \ \ � o iq� PCG �P'i1G W ,� ,• �
EL
'>< i
i EXPl�IsJ o*J `�,awnr
4
SEPTIC SYSTEM PROFILEkP
' LEA
N N.
T.S.
j \
1�1-1
3
G^,� \ 1 .Ake \ BUILDING OUTLINE 1
\ \ ` r I + of T
P�rl" CO
N
°
l N I
n
T /OP F ND E -
L 65.5 0� \ 1
2 ^^ 1
4
N�i
1 '4 I
I �,
t
G 1 J V AI/
\ �I I lLJ
d x�x4 \ \ ++ ;«' LO
PC TOP/C�aC1 EY ASF�4 Corte r, / \ \ 1 • E M
CaALI.�Y R;y ° t7AF�E _GRS o _ b I Kil NCONC�. �QO\Y h �m o
J T
,° �,��' ra /rr,1 ' \V £� �� o = 0 4 ` \, .n --- — --- �i �llll\ x
CR 6�IE K i \ \ \ o , �x ` fi o a o ;
A �6�TE 6*1 -N Cl2 U�Ll ED � �::.10` - w °��°
I
o a / Ct2u ED - Af�GRE6ATE ►b;: ,�5725, - r6LDa co
WA5uEC7 0� ZDT nip - :-� V 1 ::>::::�:: `�`: . :.::..;.. ..>: .;:> ::: > . .<:::<:. • -
c� I Lp hASE 1 r � / 0 W0 ITT\V4L'� :: �.. � V-L. a_Q a u 0
_ a � � 5 11i✓ A 1 aw � Ha
)-
°j-'Ot�lf: C!?A1P 5Ub PaAs� a a 3 0
G
G. E-I C E
... .................
�naaw
\ H
/ -- 1I z
--
G 0
... ----� \ � Dom,A,- i'.LL� .::. w c0 w o
'z>>is� ;>;<> ; >< »» W r
GALLEY SECTION TYP BIT PVMT BITWALK PVMT \ � v� a�v � A."ix : - x
Q
N.T.S. N.T,S. N.T.S. ((�
/
/r..
Y
o
1 '' D oP 61T ANC Rt\\ 1�1 L�R FIN /CO \ 1 .. - --- - U
/2 DAD / bT p
TRa\v1rL FIN• 12 nq��tTt-ko AFTER T-�P ASPN PVA\T ( — ------ 0 u°1,
I/1 SIT CONC UNX � UN, a N
ooA\ FINI'vA\T C�,�Jstl d �,�� \\ \ \1 \ %� 1 I {I I o tLE,, TELEPHOKE CAN ro
GONG, PC�GxE .1f� 0.6 �i Foy\ \ �/ I :€. ` ' RVI�L-S ro o U
WALK : � : CRU5UED \o w v
:�-. G0�\ _ �.� io flip Y r y; 1 _ 4 ro
? <; DRIVE\V1L1 SEE
6RAV�L / � o B o;. �\ , P SUh-C p a�� :-% 1 I I I � a �I
6U P.r l�E - I I FAGS ;: X "
\�' 1 \ (J ., a 'o w
CONC/ BIT WALL
PVMT TYP BIT BERM 04
— I I \ ''ZT0 RET \�I&L. Z 2 o
7 i I I I I I I EXG ELEC LE. ETC ►� .�
N.T.S. N.T.S. I I I I I I I \ m
LOT 27 1! — / 42 y: � Crrj � �'L 54- 5ro � � f � EXG ELEC PAd—.\ Z u A .�
` I TH #1 �2 50.00' \ Q ro
26,794 s.f. UPLAND W��\ 34' 45'47'w . \ J E a
6,360 s.f. BOG <> \r G.
I >.I
v �
61.00 I. I 63hp,
33,154 s.f. TOTAL �1�1Y I H .
'fi''
\ll I I aOI�� T G f Z O
C +) q 3
VAITc W — W v
/ \ F- ,
�a� — / M N.
�4 Wv �
01a / NFw 2" C� - >- ro O
Vi / I�OA\Ffv7lG W&PP P.. I O J � v "
/ WIM r .�
s , / TO A\cET (� U �
Ir�CG� PVMT a'
C b N
W Z � +' ao
Q. 011,4
ro a
R 2 2.0 LOT 24 °� E W J a
0'
OS pp, n Q _ � � >+
MOTES: 58,300 s.f. _ (n In Ca
to W
1. Prior to proceeding with any construction, the General Contractor shall have entire Project laid out on the >
ground" by a Registered Land Surveyor, who shall prepare an "As Built" building foundation drawing and certify m a
w
compliance with dimensions indicated on this Drawing. J o I Q
w W
2. Prior to proceeding with any construction, the General Contractor shall confirm exact extent of site clearing -J '^ `
(Limit of Clearing) and disruption with Architect. - G
3. Use only area approved by Architect for access during construction. J� EXG Q EXG
BASIN � ❑BASIN Q.
4. Provide properly pitched subsurface roof drain system and connect all downspouts to either 17051 m �ASI = N
leaching pit. N 30° 12'16" W E 0a eQc
EXG POLE E m G
5. Prior to proceeding with any work beyond clearing and grubbing confirm all elevations indicated with Architect
and make any adjustments directed by him. —— d'
UJ
EXG ELEC PAD ? CM J
J I W
6. All property line, topographical, existing utilities and related existing site information was taken from SITE PLAN I LU U)
Drawing 7712 (May 3, 1990) , Topographical Plan (July 17, 1990) & Topographical Plan (8/21/90) , prepared by O O
�"=20'-0" ; N
Baxter & Nye Inc. -- - - - � � Jm r ,
i V
SITE NORTH BLDG NORTH WATER GATE WATER GATE I � r C
O w O c>
O I a
HYDRANT r