HomeMy WebLinkAbout0074 LAKE DRIVE - Health 74 LAVE DRIVE, CENTERVILLE
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EN EERING 1645 Route 28 ♦P.O. Box 441
y Centerville, Massachusetts 02632
CIATES �508) 790-2882
March 7, 1990
Town of Barnstable
Board of Health
367 Main Street
Hyannis, MA 02601
RE: Mr.. & Mrs. Leo=Arnfeld
74 Lake D lver
tCenterville, MA 02601
EA #88-152
Gentlemen:
This is to certify that all conditions have been met according to
the Board of Health requirements on the above referenced file.
Very tru ours,
ENGINE RIN ASSOCLATES
/. I
ZAP*S:ekh
lmard, .E.
Consulting and design engineers ♦ Civil and structural
TOWN OF BA RNSTABLE
LOCATION (� E�SEWAGE # Y ��
VILLAGE���`'�G i2 ��tom_ ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. C 6 le
SEPTIC TANK CAPACITY [Cr?M C ��
LEACHING FACILITY:(type)
NO. OF BEDROOMS PRIVATE WELL OR P� =UBLIC�'
BUILDER OR OWNER 0,vOi-- KN
DATE PERMIT ISSUED:
BATE COMPLIANCE ISSUED: 1® -
VARIANCE GRANTED: Yes No
ilo
THE COMM;NW LTH O MASSACHUSETTS
BOAR® OF HEALTH
� C
!M� J . --.........OF... _ . "r C.! ------------........................
Applirtation for DipposFal Work i Cnnnstratrtiun Prrutit
Application is hereby ma 4o e i to- onstruct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
...... � - ' (, ,
or
/ n e � ............................................ Lot No.
Owner Address
W (Y1 t
Installer Address
Q Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type
of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
QOther fixtures------•.....•--•----------------•---•---•-------------.....---------•--••-------------•------••------------••--------••-•--••-•---....-----------------
W Design Flow..... .....G?....................gallons per person per day. Total daily flow_____5S4Z)-----.--_----------•----gallons.
WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter------_--_-__._. Depth................
x 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 ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water__--_._.---._--_______--
GL, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a •---•--•--•-----------------•-•------------•---•....•--•----•------••-------.......---------•-.....•.........................................................
ODescription of Soil....... i .�...............................•-•---•••-----•-------------------•••-•-•-----•------------•-•--•-----•--•------------
x
V ---•--••-•••-•---------•--•-----------•-•----•---------•-------------------------------------••---...-•••---•-----•--------•------•-•---------------•..................................................
W
x ••••------------------------••----------•-------•-------------------------------•-••-•-•----------••----•••----------•--•••------------•---•--------••--•-•-----------...._..-------•--------•-•--•-•...
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 A I TI i.f: of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issu d by he b r of h al
Signed............. --•-- --- ------- -------------- .-- '
I
Application Approved By-- . ._.. _CAL:. .. ......... .......................... Da
to
Application Disapproved for the following reasons:.................................................................................c-----------------------------
_....•-•----•-•---•--•-----------------•----•---••••-•-•-----.....-•-------••------••••--•-•---..-----_.....------------------------•-•••---•---...----•----------••-----••----------•--•-••-----•-------
Date
Permit No.--------- ........... z- Issued............. / ......----
ate
f
Ficz ...I........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
----------
.................0 T \4
.........................................
Allpfiration for Dispaiial Works Tonstrurtion Prrutit
Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal
System at:
Z>rs:� (
............................................................................. ..... .................................
or )�otNo
G.
... .................................................................... ...........Owner
Address
...............................................
ess,
.......... .........
Installer Address
Type of Building Size Lot............................Sq. feet
U
Dwelling—No. of Bedrooms__________3.............................Expansion Attic Garbage Grinder
Other—Type of Building ............................ No. of persons.........._................. Showers Cafeteria
A4Other fixtures ......................................................................................................................................................
Design Flow.......:;fD!G?....................gallons per person per day. Total daily flow.......... �.......................gallons.
1:4 Septic Tank—Liquid capacity............gallons Length________________ Width.__.__._.__._.._ Diameter.........___.__. Depth__________._....
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 ( ) . Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
4
Test Pit No. I................minutes per inch Depth of Test Pit_.___.____.__._.____ Depth to ground water____--____________._,-_.
GX, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._._.____...........___.
9 ............................................................................................................................................................
0 Description of Soil........ ....................................................................................................................
�4
U .........................................................................................................................................................................................................
W
�1 .......................................................................................................................................................................................................
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'T'1E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
I—A.
operation until a Certificate of Compliance has been issued by he bb�oang(of heal
e ..... ....
d . ....... ...... ..............
............. ..................
Signed_._.. ... .............................. ------
------------------
D/a -
Application Approved By................��_ -22'r-N...Ck:................. .... .................. -2..
le
Application Disapproved for the following reasons:..............................................................................................................
.........................................................................................................................................................................................................
Date
Permit No.............. ..... Issued............ ----------
ate
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
OF......... .....
Trrtifiratr of Toutpliatta
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired
by............e--.0............ _.V%UAC_0-"
-----------------------*------------------------ ...................*------------------------------------------------------------------
_
4
Installer
tiJ '�LE�Z ....................................................................................
at ......................!N. ....... t�i..........
has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No- .......77f_. -.-Z.......... date
....... ...... dated__..' C-A).....................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST"kD A A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATI FA TJOY. V I- ly
Zr IS ........ Inspec DATE........................................ .0.. . .... . Inspector................ .......... ... .........\\-,---------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD,_OF HEALTH
.......... ...........0 F........
No.......... ............ FEE.
Disposal. Works- Tonstruction frrutit
Permission is hereby granted.... .......... ............
to Construct r!....rift.....................................................................................
I ) or Repair an Individual Sewage Disposal System
atNo........ -1....... .........../11-::::X'=.!�.'-.4_ ...................................................................................
Street
as shown on the application for Disposal Works Construction Permit No..,^\2 Dated.......(
.................. ...................
.........7.......................................
DATE................... .....!�..7.............................. Board of Health
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS
4Z MANHOLE COVERS TO
EXTEND TO WITHIN 12"
OF FINISHED GRADE .
?' 10' MIN.
q - 0 MIN. V4" or FT. �8, LEY�L.....
{
_MIN_ _ _ fr ' ±12".:MIN.
1939 07 2R.92�
s 39.8 o
/OUP% GAL.
I .. .+. s .
20' MIN. 2 6
S.T.
.SOIL TEST LOG
• PERK RATE - z M1�/�A✓- PROPOSED SEPTIC SYSTEM
ELEVATION-NO SCALE - o
41 O �// �J DEPTH - EL. .. 1» O
O ¢o,SCHAMBERS ) o ae ®cs
� DESIGN COMPUTATIONS (LEACHING
NO_ OF BEDROOMS lI
c c +i��+ --3�'•S DESIGN FLOW IIO GIRD• x 3o ✓i Q
39.8- S rs E.y -L2 �n �/ ✓ CJ
r M4n0 LEACHING RATE -
38,$ v -2.1 PROPOSED LEACHING COMPS.
2.0 AREA BOTTOM 1.0 gal./'tt.
2' ao>us�Ev AREA SIDES o 2.5 gal./. ft. ��✓ V v
— 3G.3 Ab v Lxw xto ■' d x 26 .x�.c�= Z0,9 _FD
-7.8 _
8� 'I y OBJfRVFO �Z 4t 2b �� J - 7 0 "'%w l . ✓r�j%;?-r�
— 31.5 Ag= ( 2xL.2xW1xLOx*2.3 � � �•�'
_J7188 TOTAL LEACHING CAPACITY 3 7 q• fO
OIL TESTS CONDUCTED ON -
yt Y Q��E,v/�/Pvyy R.S C OBSERVED BY SEPTIC TANK CAP, ISOX x 37,6 S6 7 6;ALJ
OWN OF . IZA/1.✓f iiYOL5_ B.O.H. AGENTTGr_-O�vvNiN��
NO GARBAGE GRINDER usE/LYjJ G'AL.s 7 �/ TOPo 8X
Z M M ! [1� yfl V��£Svh!/�FyGo�SvG>.j✓
� n
Sept ic desig n
.,
No. 'bddroomsr
Estimated f low '640 gpd
LeachiA-9 area 466,141 .1
Capacity 881i-4pa
Use H=20 for traffic ' =-I
Lot 5
4�
1
r-�_
i
Lot 28
use risers.. "► , ;n1 ; -�-
I ke to 1 ' of su=face 44
14
i��i•-
-
\
1
lacy/
/
Lot 6
4 �PAro
48,
I
tA
Ali
a•
t
'►-4 Lot 9 r a '1 r
t
I 41.'1
l LOT 0
c
4.4,1Z?-5P 1
FNa j_ jil T I
f •li t
.p
T i
_
M i
I
Main Street. 40 wide_ ..._ �
T 1:.'
_ - -- - - -
1,
1 �
' a _
_Site: Plan_,of' Land_in_.Centerville, . MA::______
For Sid Horton 1 -
Being lot 30 as shown on L.C.#14972 G - -�
Test :pit #912 Elevations are on--N G V D datum. .. . . . . .
Made .12-5-81
Wit. Ron Gifford
No water.:encountered . . .
Perc. less 2 min per 1" Date: Agent: Barnstable board of Health �:''r�•� �ns0a -
a`�t
loam : 39.E Scale 1"=40 ' Date : 2-10�95 r ,•1 '
. subsoil
All Cape Engineering x !
37.7 49' Harbor .Roads"�AAv �
wel.l'' -Hyannis, -..MA 02601 . .! , { s ,i. _
grade ( fa
ri4"• :i�t �I. i.
n.
mediuJ� .= .
sand
T
7ES7 4�O LE L vG
-Top F��'(d
Fd p- DATE: 3I 7 I B5 -BY 6. M LJ1ZPHY R.S.
44=5,C) EL_ 44.o 5P o
• F IA EALT rl : J. DLJ iJ rJ I IJ G
FitJisF4 6KA0F_ ' Mi1J zOX CPRbF+�51=T7 G� Z•5`/. ±� ,
0-0-0-EL 43.a
0 0 0---o---r-o 0 0-0-0 0 0-0-0 0 0 0 0 0 0 0- o � o---
4' Plj� -SCHE12 40 T--/C _ SEE
d�E#� �- - L R Tor.IE 40.5 - t �+a .
t/4' 1' M i t i SLOPE- IZ'I MItJ. Zr A� cr 3%g�PEAS
u 1 �� TO F. �
/4- I/2 MASHED 5Tot,Ji= SIJ6SpIL �I
Z" t11..20 409CnIRS e -
,41.58 n EL. 4•o.0 ,
41 .37 q •Q 41.t1a gD.99 FD4xe -L FP4x8-D. FD 4-Ae-L. MEt7111M
L i S G S +4 I G l4 G iZO LJ tJ D
i 4 L.IATE2 LEVEL. 4011 f-
/ LJ A IOhi +3.St;�L_3Co.0
FL0LJ01F:FdSCD !JI 1 of STol�1= @ 5IPES ; aeE$IGLS PRot3A8LE T T )
65F-E PLA►l VIEW $ELOA FOR. ACTUAL LOCATIOiJ � DIVERT ) Ht6H WATER
10 Mt►J• EL. 3 %0 A.I, t2
I� GAL. SEF?T IGTAAV tiIST. BOX
3Z.tj- uIATEi;. D,
5Eh)AGa S�S'TEM_ 1�'rAI L -/ �Izo� I LE - �;� ,��� •
SCALE 1/qt ILO �jJ .
1#4 BARS s% IZoe'.
(VERT. BAQ5 Wl 3O 9O-
NcbK 1►J sc;kVn►JG )
TOP LEAC_ -Altk FACILITY EL. 41.s _O
DESIGN DATA
D ISTA rl Ce- 7o 4o FT GotlTo J R_ F 1cti7M 4G BA25 e IZ�O.C.
's Percolation Rate: zMitJ /i,,JcH Garbage Disposal tJo
_ EDGE of LEAGI-�Ir.JG_PACI LI TY Is 35 >^LJ. IIJ FCZ?(IrIG _ 9 P
- Design Flow: ,3 bedrooms x Iio gals/day/bdrm = 330 gals/day
BREAKoLJT pISTALICE. : 35 �
� Septic Tank: 330 gals/day x i e)0 � Ac)5 gals/day
f Y
'lUse: (i) 100(n GALL oIJ PRECAST SEPTIC -1'AIJ K.
_ IEL.38.0 -
3 Distribution Box: CO PRECA5-r 3 oLJTLETCMIIJ•) PIST. BoX
- Leaching Facility: C37FLbi�IDIFfl150P5 I+�I 1`0F STo�E@ Sf17ES Z21e FtJDS
37 3g LET 39 S T,10, ,� '� '�. __ Sld1� All Area; &5.28 S 2.5C�
- I •� hl r � ,<f l x gals/>;,f,/daY t: ICo3 .2.0 gals;/day
�\ /8 Bottom Area: i(pa.00 s.f. x t .oc> gals/s.f./day = i�a.00 gals/day
\ \ Ir✓-o1+ Total = 331 .Z-O gals/day
_ Ao
A-5
GENERAL NOTES
1 . Sewer pipe minimum 4" dia. Schedule 40 PVC or equal @ 1/8":11 slope.
7-10 1/4'1.11 -slope. before septic tank. 310 C.MR 15.04 (5)
LOT 8 \ _- uEtJ LJATEp- _,Be vicE 2. All stone must be washed and free from iron, place.
fines, and dust in lace
\ \ TR E / The minimum depth of cover material over the stone shall be 12 inches.
sTL MP _ 310 CMR 15.11 (7,11 )
_ 3. The grade above and adjacent to the leaching facility shall slope at
least 2% to prevent accumulation of surface water.
\ \ \ C I I 4. _Topsoil, peat, and other impervious materials shall be removed from
all areas beneath the leaching facility and for a distance of 251 in
all directions therefrom when the leaching facility is above natural
STVMPS ground; 101 when below natural ground. 310 CMR 15.02 (17)
\ \ \ \ I 5. . The distribution box outlet pipe shall be level for 2 feet.
w z 6.: :Manhole covers for :septic 'tanks shall not be more than 12 below
\ Y \ \ I I finished grade. 310 CMR 15.06 (12)
li I -TOP WALL 7. Sewage system installation to be inspected by the Board of Health
eEt,lt2 C and the.Design Engineer prior to backfilling. Compliance to plan
after construction and final 1ppspection must be certified to the,
\ ( I Boat•d of ealtb by the Design Ehginiaq.'
_A . I A, 8.. The reinforced containment structure to be in accordance with
�- he plans and requirements of ACI 318-83.
< 1 EX15T. CF-S5FOOL- , ` EX iST1NG+ F�?L�L PP'T1Q --- ) I � ^ 9 Contractor to " responsible for the location of any underground
1 \TO BE PIJMPE17 'E PR {� Ed PL�CF ,: �.5 _ _ I-IIG+1-I Y.at.�G. utilities prior to start of construction.
I� FaIDTtJ �q�, 10. Waterproofing Retaining Wall:
1 ( W gACKFiLLED_ G41J'TANI i�TS I 1.IAL1_.or1-E�CIS r- t` U a.. All walls below grade shall be waterproofed on the exterior
�AQ V ` TA / 1� A17D1 INN IJE41 �iJ�t� ELS,�)�44.50. , 9 P
Lidt`T -D� �T surface extending from the footing to above finish grade.
\LAOV f I r� r � / � � � b. Interior walls shall be waterproofed on the entire surface of
-- --. - - - of all walls.
' \ o -- a
/� c >P Q c. Waterproofing shall be either asphalt conforming to ASTM 0449,
A ` Q Type A. or coal tar pitch conforming to ASTN D450, Type B. to
s' ' _ M
EL• 34. 0 ' ' ' � � "� r ,11 to be applied a minimum thickness of 6 mil.
p81 d. The above to be Inspected and certified'by the Design Engineer.
1 *Yariance.required for distances from dwelling to leaching facility and
f I I I \ { I ,Z street line to leaching facility.
1 1 ` � t ,
Ci.e-�THEALOA- _5TR E7:35') ti1`��N ar r��s�� �
A. PAUL
sip
•I���I�
LEGEND f I I 1- -- (.
I5 UM 5 T^L� 44.0D.oO . = er.isting elevation T P J �TAl1J1►J� �Jat,l r 5NEP 01�
S \ RET. MALL EL 44.0 _.
o.00 proposed elevation c'
._- = existing elevation
--o -- o- = proposed elevation ,' � fi��- v , Y Y q 1645 Route 28
\ ra` i ENGINEERING, -4A a berr Square,
Cent rvi l le, Massachusetts 02632
® \ -
n / Iz� - ASSOCIATES
= t..st hole �!t
\ 1
••-a- = utility pole �� � � - -� .�_ , . . '-��'�,d'� (508) 790 2882-
35 360 37 38 3�J �' 7 __40
= tire hydrant. _ -
consulting and design engineers - civil and structural
-- IJ 5---- waiter service _._._
L AtJ�, P $ TOLERANCES REVISIONS
SELJ, .GF- JcYSTEM PF.IAABILI-("A-(ID.tJ RAIJ
EXCEPT AS NOTED) NO. DATE BY
I��
DECIMAL PjZEPARED FoR.SEnt 1 R '.. .-.. _. .
ALL SITE DATA. izE. 20RL10EI7 FROM_ SITE_ PLA,ti1S ___- ► 12 19188 p.J.d. Y 13111LDEPS
P2EPARF_D F3 it �At4KEF_ �URVS.Y :CO►4SLILTAI,IT5" DA7EP.41C JSS -4 I Ilea. --
SITE LoCATioIJ : -14 •Pvi`ID 5�". CF_NTER�/ILL.E _
S At-1 pAl!L. A. m E21Tt-I E� R.L..5 tli 32.o�g �- 2 MAP nJo. Z.3O LoT tJo 80
T S E .� -JS�15___.i I 18 88 FRACTIONAL DRAWN BY SCALE
f3RLJCE MURP .Y, R:S. # 746 . ALL PRIMAR`� EI_f.VA'1 IOt.15 I --_ 3 P.�.D.
IJ oT-� Jo$ a8- 15Z
LQCA�10tJS LJ D ACZoi�D1rJGLY CHK'D DATE DRAWING NO.
_ ANGULAR 4 I ( I7 I�
0 5 TRACED APPI)
* A.PS.
MAKEPEACE -