HomeMy WebLinkAbout0062 DUNASKIN ROAD - Health 62 DU®TASKIN ROAD
Centerville
A = 2290- 004
1l/I �J�QE(.Vi:lFptp2m .
UPC 12534
No. 2153LOR
HASTINGS. UN
c
} ,rA
No. ( � Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppficatiou for Miopool *pztem Con5tructiou Permit
Application for a Permit to Construct( )Repair( )Upgrade(/bandon( ) VComplete System O Individual Components
Location Address or Lot No. Owner's Name,A dress and Tel.No.
Assessor's Map/Parcel �'A1f'eJ�utlt0� � B'Z �vN/ tS(1 Al
Installer's Name,Address,and Tel. o. Designer's Name,Address and Tel.No.
N_� C• �Is54rJ� Cs )9�fY�oyy ,po j j c&P4%- Eo1 5j.joe"_,%.
9� Ta�w b,ac�K,4 ��q w�C� sr k te, if 4J.4 pa 1 r1
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(.vo)
Other Type of Building No.of Persons Showers( ),Cafeteria( )
Other Fixtures
Design Flow 330 gallons per day. Calculated daily flow 3 5//, 3.0 gallons.
Plan Date l/- 3o— 03 Number of sheets Revision Date
Title :r tT s p L -1
e Siz of Septic Tank /3"on W-/b �� Type of S.A.S. S1 3os0 1g4e/4",�,dC- H`2p
Description of Soil 0 -- c? � � � cz 6 � B oZ6� — Jd 0 11 C_ C
G�l� Cn�Lam'
Nature of Repairs or Alterations(Answer when applicable) T,.O S rAIZ gj ,J T,•4-1,. -ff- Se, .5�, q
l .-lSW ir- 4r EwZ1 S' i4W d 3 ' —
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board f Heal
Signed Date Z - /0 ^o2 0/L3
Application Approved by Date v2
Application Disapproved for the fo ing reasons
Permit No. oT J Date Issued a '
ry
No. Fee
THE COMMONWEALTH OF'MASSACHdSETTS Entered in computer:
I Yes,
PUBLIC HEALTH DIVISION -TOWWOF BARNSTABLE., MASSACHUSETTS
ZIppYtcation for Migpogal &p!5tem Con!6truction Permit
A"`hcation for a Permit to Construct Repair )Upgrade Abandon eCom lete System El Individual Components
PP� ( . ) P ( Pg ( ) ( �) P Y P
Location Akirss or Lot No. W A f 44 Owner's?,qe,Address and Tel.No.
Assessor's Map/Parcel �. �'Z Sv J F�
i; Z2.q Nvc-oL �} �ewItcvv4le-
Installer's N,a�mme;Address,and Tel.No. �,` r o �1y Designer's Name,Address and Tel.No..
DRIq� r .ti— y CRX EOJ �t JefN vq /y
�n is a,J aRoo1C,�� 93q L.A&,'An 5T_ Rr�.(� 11 %`'—9j4I/ PC- &"11
t,/
�csr ot"Cot , u11/ c;0.3 _ e.xC 9.3
Type of Building:
Dwelling No.of.Bedrooms 3 Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria(
Other Fixtures
Design Flow 3.3o gallons per day. Calculated daily flow 3 gallons
Plan Date -2,16- 0 Number of sheets Revision Date 1
Title rlie , iLS,T� ALA !-
z
Size of Septic Tank Type of S.A.S. '5 0 50 -t'F/ITA4,47_ CLSS'
Descr'ption of Soil O 3' 6 r B �Zr' - J�2 a C � .�,.1J
G Z'.�tL Cob&
Nature of Repairs or Alterations(Answer when applicable)
/t,5--on 651 1__ 0 r-/ 76sv i�Flr 3
Date last inspected: t
G Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued-by this Bo ,of eal
Signed Date
2 - /D -aof1J
Application Approved by Date
Application Disapproved for the fo wing reasons
up D Permit No. "' Date Issued 1
-THE COMMONWEALTH OF MASSACHUSETTS
r
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTAFY,,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(l/ )
Abandoned( )by 15 RIA� C' k)3.5b l�
at 607, b Vt~3 d$ V l.J Rd C e- U O`ha� gen constructed ' Yodance
U I/ CJ
with the provisions of Title 5 and the�o is .osal Syste Construction Permit No. dated.
Installer yz) 'C' j Designer `-) C49A �
The issuance of th* it shall not be construed as a guarantee that the sy�te ill functi as s maned.
Date Is.Tertn
p. Inspector h''
35
3
� r
aura — — -- ———- — — — —
No. Fee 561)
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
1=i!6po.5al *p!5tem Con5tr ction Permit
Permission is hereby granted to Construct(✓)Repair( )Upgrade( )Abandon( )
System located at �'a �U� S/GI� c�Q j6 Ge,�.rtc4 t1l i L&F
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.
Provided:Construction must be completed within three years of the date of this j)eriwt-
Date: Approved by
s. _ V
FROM :down cape engineering inc FAX NO. :15083629880 May. 25 2010 09:43AM P1
tilt owla CO."
Regulatory "Ram.-Vices
Thogaxg .F. C'efler, T)irector
MAHt1. Public Tlehalth .Divisioia
'I'homas McKean, II h-cctmr
200 Manna Stmet,1-17fluims,M A 0260 11
01-1.1cf;: 508-862-4644 lfax: 508-790-630/11
Date: �z Sewage PermAt# As%es,,,orls MapTarrel 4�0?191
Designer: V1 Tolstallea.:
Address: Address:
oil . was issued .9.pen-,nit to instal I a
(elate) (installer)
sepLic systcrn at 4 based on a.design drawn by
�
(address)
P dated
�"(designer)✓
I certify Haft. the se -1 refe.ronecd, abovc. was installed substanti.103y accordilig to
septic sysLcii
Ille &sIgn, which jil.ay Include Illill0l' Ltj)JITOVed CIN.1,71geS such, as lateral relocation of the
distribution box and/or septic tai:Lk..
r certify that the septic system referenced above Ival., iiisLalled wlih iluijor changes (i.e.
g.center than 1.0' 1 atexal relocation of the SAS or any-vertical relocatim of any c(1mponurit
of the septic system) but in accordw-we with State 8z Local Reguhatiow. Plau rovision or
cefti Pied as-builtby designer to -R)l I ow.
jiA OF U.1skT
DANIELA,
OJALA
CIVIL (n
No.48502 Q.
ST_
N L
(Dcsigner's Signature) (Affix Desi-It er s 'sta-11.1p I Tere)
''LEASE RETITT-T TQ BAKN,�j.AALE 'rUBLIC HEALTH UIVISRUIN. QF
........... ...........
Comr-IJAN'T Willi, NOT BE ISSITED UNTIT, BOTH TIES FORM A IND AS-BUILT CAOU) AlfE'
RECEIVED BY THR BARNSTMif,h 7TTANI C Wki.
Pm m 3-26-04.doc
TOWN OF BARNSTABLE
LOCATION Q_o t),j.' rwedA) E0 4 SEWAGE# Aolo -B_g q
VILLAGE C�01" _�� _ASSESSOR'S MAP&PARCEL ZZ I
INSTALLERS NAME&PHONE NO. k a,,� l _ ktiri X� � 57®2, 22R a /
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) 3os °(,�,Q� r(size) (o zs x 30,40'x / d'S
NO.OF BEDROOMS
OWNER '�_ff 6 M4 5-
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility .r 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) /3A S' Feet
FURNISHED BY C .
i
� I i
3
®u�AskirJ �OA� ---
I
8 6"
FEMOYE '
w nvCON- ' 'I i I
I 2x'b-lGKTS �6`O.c I
log
i
IT
� I
I o
II
;
I yL
C � i
k I > m
it
- n -f
its
I O
t @I
I N
IA 4:r ��. • . �� a� �n u
< p I o I
C E
!MATCH C,,,jn N5 MitiLH L�vsnn•S.
'
Km II k +fn
772V
p
fQ �
)s'O• 134•. I � II N m '
Cl F f'• a �� Ur p � y; -
n
-
.P
i a- Z
�i I Ir g is
.4 C 1 Z
o ! ,
1 Lp
p^ I
I�
e'o.-
`i
d
t
,tea-rEC1<
L X E'R -
icu n6l0 9;5.. 6;p^
4a' V
OE
ot
I
�j
'L
� I
LLA
M I
—
r --
N
S:O- ,.c' 2.ro__ Z4• .�.j- 6.0' 6.9' . _
N
CGS:.fTYnC.ToR To \,lRy�Y F=-1 nINEV�IC=S O"6yTF
]:tksTx—n7 .. A�;,tocric•(;T.
Bruce Devlin •°°•°°
Design®
774-23"773 Xn�rn_o�,s
— - -- - � 14"tin 1>o"L4L RIh4E
- ''1••5N@iSl�1q�O,J 2xlp .
•y - I
RnrrE¢S.. _. .�� Rx®t)oRMel>,vi.FTERs
---- - CL4•JOIYfS - -- -'
_ O B6S:AU15T5\� Ix35NlIPl1 _ � � GMA - -•_ ---
vx;�r-Plicv a
.._$TER suITE mj
. !Q - .WTCG EJCIfii WCI. - _ -.. I
_—N
$14^T✓1.S SLB-F1.00)tE
ILF'O JUISTS
AM
._-. '-
1"6 W W'H FLY:
oR eaonl_ �r2"511E 1?TRbGK
V' 3 SienTn�lyc�
Z (I(2
571J0e Y/R. wsul. C `610e r.e 60 6WceT4OcK ,
jz a ro�ocsts
R 1't 1V WLIT IUN - - - -
'EXIST713 ory'S!-T 175-iJ .
i
NI�V..Z.._TiS�<:.C'L7IDc,y[7p}h UCI
FIRST.rLCQR-FRJLi0 I+Jr -
-_
00
.C�ECwz�tl)4H`{J..uai PiE•Ay —_ —_ —�.. _
4.O-
2� LT
IL JI
FOUNO-TIUN hLAN_)_-___-- I (31 V[N_. a DO "-TIe K.IVtiLl ON 1 b'.ie8".xm'-dB`ia1J PSE1[1-/Skn^»
I
INu•
I
0
z i
1 2 - I � 61B"F.L 60 SPEETD_Uck w,n..LS Q
i �' E�• M
....T T .A-
r
C _
-
NL\Y N STER 5(1 lTp-
kFML'VE OW�.F%[STtl,c�.6El�r�co i.1 � 1 5° 4�uGL ..- � I C1zt�.tLSP/.C� -
285T1. :TI.iK Ww 5C M15\/ O TOF or
4k4V.FclUN�]AT!t71. 9�711'-1
pTtr K.. ; w<l'KIsn VCR..:RBti.c�ti.8 Cxwt"3q' 51-n6
II
i
cur eXwTINS WALLT)d.
_ � 4
- \ PFEVIUIS FWVh/nTIUN UWE { if
f
✓;CUT Laura) O
RIF
!I
a
m
6ECiSifn cCOTa ISCT+�:sEt 17EtcILT1 �fn �
!
10.4"
1 p•4� - �ire-6•lo•naoa
1
Ftf�S-�C::.(�LC-�����\--- _...._.. ,� ate•• zl b• -------------- -
_ 21 G
F -400, Aj
79-CBtJGTIOV L{f\�\`
1 w Tnzl� Rt$ r�vc[_
I•IURiC CUbTtiI-cTOQ TO V¢41sY hll.U�hi NaSltirJs Ov SIT£. - Bruce ]Devlin .r.�.:''Y :',-r.o-_ ...oe.o..•:
n uwx ev
�11j1D Design®
774-23"773 n��,T�olas
d iCL7E R�'T1bN 5.
• rcw�no.rn.m ... - - - ee
1
1
r
r
f
t
I � ,
t
Tti�9'TitG15 -.
D 0 I
' LXTaV n6lON
wALL U4T m'lCN.-EhI3C5 1 Nl
I ib O.is ('—o':.
Ei/�S�IuG SUITE .p dN D i
I�'— i d.1 a• d
.@�i.tf L. _
BE 3 U+�E
R Q4 O.
S_ 0
-_0 137 _.tb O_: -marl bL�cKiti�j-
— —
N
r -- _
�I � o Calq�r•,�,cLaw_.
N
Si ID FLY 9 V Lid kl
1
CGSNS+EnCTot To �I—j/NLl fTkElIJIa JS per'(SITE
Bruce Devlin ....eo... _
. _ Design® o.:E:.pEc.i.oa� ne.oeo
7742380773 X _Itcoirs _ uTr�.rgs-------...
CErriCCvruE'-�%'•�i; _ off.f�ea _
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT
NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. 45.75' PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING P�a� J�\ Phlnne�S 1 Great h
45.0' 45.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRE OVER SYSTEM
a" MIN. DIAM. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
PRECAST H-to RISERS (TYP.) UNITS TO BE AASHO H-M
2'0 4"0SCH40 PVC 2" DOUBLE WASi D PEASTONE
PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
OR GEOTEXTILE l AIBRIC 42.5' Locus =P
"y *42.75 " 1500 GAL H-10 .y 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
(PROP.) 42.50' TEE SEPTIC TANK TEE 2.25' og WITH 310 CMR 15.000 (TITLE V.) a o'er s
6" MIN. SUMP o 42.0' o 0
GAS BAFFLE: IV
o0�onoo0^0012" MIN. INT. DIM. 80 2' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
4' UQ. LEVEL (ACME OR EQUAL) 4.2.1 42.01' `� 000 40.0' NOT TO BE USED FOR LOT LINE STAKING OR ANY n a
OTHER PURPOSE.
H-20 3050 INFILTRATORS
000000000000000000000000000000000000000000oeo
00�o^0q„ q,�,c„a,o0000�c�o„g„o„q q,coc0c• 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
3/4" TO 1 1/2" DOUBLE WASHED STONE a 5°'
2 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR
SLOPE) COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' CONCEALED WITHOUT INSPECTION BY BOARD OF
5' HEALTH AND PERMISSION OBTAINED FROM BOARD
( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH.
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS CAWNG DIGSAFE 1-888-344-7233 AND
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM VERIFYING THE LOCATION OF ALL UNDERGROUND &
NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
BOTTOM TH-1 & TH-2 ,
' LEACHING ¢ NO GROUNDWATER FOUND 35.0 WORK.
FOUNDATION 12 SEPTIC TANK 7 D' BOX 3' FACILITY ASSESSORS MAP 229 PARCEL 4
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE LOCUS IS WITHIN AP DISTRICT & ESTUARINE
PROPOSED LEACHING FACILITY. PROTECTION DISTRICT
12. EXISTING CESSPOOLS SHALL BE PUMPED
f AND
LEGEND /` 7.161 SAND.
REMOVED OR PUMPED AND FILLED WITH CLEAN
ZONING: RD-1
13. WETLAND FLAGGED BY HAMLYN CONSULTING FRONT: 30'
99- EXISTING CONTOUR
14. GUTTERS AND DOWNSPOUTS TO DRYWELLS SIDE: 10'
X 99.1 EXIST. SPOT ELEV.
Ii 99 PROPOSED CONTOUR
27. 8
39.05 PROP. NEW GARAGE IN PLACE OF
198 4) PROPOSED SPOT EL. 3 PROP. 18' x EXISTING (BEDROOM ABOVE)
TH1 10' DECK NO NET INCREASE IN BEDROOMS SYSTEM DESIGN"
TEST HOLEIf) 37
�• ��P ^�
2� SLOPE of GROUND �w ��• ' 42.01 GARBAGE DISPOSER IS NOT ALLOWED
UTILITY POLE DESIGN FLOW. 3 BEDROOMS ® 110 GPD - 330 GPD
LONG POND BENCH MARK - TOP OF BRICK
FIRE HYDRANT WATER ELEV. 27.3 28.7 9 ' STOOP ELEVATION = 45.7 USE. A 330 GPD DESIGN FLOW
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING .110 7ANK: =
660
�Q. 43.
- f l
27. "� x 6 ' / .ffb4 09 USE 1500 GAL. h-10 SEPTIC TANK
TEST HOLE LOGS ��� , x 9 0 � LEACHING:
2 .11
x 8. 4.63 --SIDES: 2(30.4 +10.25) 1.85 (.74) = 111.3 GPD
ENGINEER: ARNE H. OJALA, PE, SE t i 4 86 82 LOT 6 44.50
3 .40 BOTTOM 30.4 x 10.25 (.74) = 230 GPD
WITNESS: DAVID W. STANTON, RS �26. 0 35.0
�� 38 ``
TOTAL: 461 S.F. 341.3 GPD
DATE: 11/6/09 #5 ^�� ^� `� 43.47
< 2 MIN/INCH y h R� USE (4) H-20 3050 INFILTRATORS,
PERC. RATE _ 7.97 moo ' PAVED DRIVE WITH 1, STONE AT ENDS AND 3 AT SIDES
CLASS SOILS P# 12747 x 79 o� 4s 7 /
x 34. 4 O
Yv}k� O 44.67 .0.79
ELEV. 2 ELEV. / �31 s- 38.76 °e 0
o„ Q1 Q'
45.0' 011 45.0' 44 ��
44.32
A A / .315' / `
44.3t2
P
LS LS MA
10YR 2/1 10YR 2/1 45. 44.39 � APPROVED DATE BOARD OF HEALTH
�` J
8 I RS1 08" 4.92 44.45
'SOS 4�3.57 G MHO / Q DESIGNED PFOR TVE VEHICLE LOADING TITLE B BE 5 SITE PLAN
LS LS PROP. WORK LIMIT LINE q�F �'
,p�N x 45.30^ �� /44.66 PLUMBING TO BE RE-ROUTED OF
10YR 6/4 10YR 6/4 27 F x TO EXIT AT ELEVATION SHOWN
26" 42.8' 24" 43.0'
62 DUNASKIN ROAD
EXIST. WATERLINE (MUST BE
RE-ROUTED TO BE 10' MIN. FROM CENTERVILLE
1 x 2 i� SEPTIC SYSTEM)
Q U T 45.16
PERC C C 4s. 3 PREPARED FOR
^ _
x 42.23
x 44.40
�y= �NOFA4gS �,� M/M THOMAS NASTASIA
Cs Cs F
45.58 dANIELA. yGs ' ra A.
o OJALA ®JA NOVEMBER 30, 2009
x 46.06 G3f}
2.5Y 6/6 2.5Y 6/6 / A No. 165 ', s off 508-362-4541
fax 508-362-9880
CLEAN SAND. GRAVEL do CLEAN SAND, GRAVEL do x
COBBLE/MED. FIRM COBBLE/MED. FIRM �-2145.97 '`I�0� o�a�4 L s�r;r �p� AWL C ( P
1 �} D � •: downca e.com
r,Q ( iEL'A. Gin o A.„ C3JALA OJAL� down cope engineering, Me.
120 35.0 120 35.0
CIVIL N No.40980
civil ers
Scale: 1"= 20' �o ��.' 40 c °F S, lo'/7C/ Su9Vee0 S NO GROUNDWATER ENCOUNTERED �� �30%� �Fs G S �' �o R �a y
939 Main Street ( Rte 6A)
09-257 0 10 20 30 40 50 FEET DATE L A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
09-257.DWG(SBO)