HomeMy WebLinkAbout0036 TUCKERNUCK ROAD - Health (3) Y3to j' cKG ` 3LLci<, iRdAt)
190
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TOWN OF BARNSTABLE
LOCATION �C ¢ SEWAGE#2U-.Z C:)5-7
N71LLAGER 55 '6AM 6'S MAP&PARCEL `CAO
INSTALLER'S NAME&PHONE NO.��o - -M\
SEPTIC TANK CAPACITY 1500 e,r,\\ate
LEACHING FACILITY:(type) - G AS(sizek! v
NO.OF BEDROOMS L
OWNER C � 52.
PERMIT DATE: �.IZ��2c�� COMPLIANCE DATE: 3 z dZ
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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
�1 n
V c�" �
• a Z 1
No. � � Fee
(cue
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es
ftplication for Misposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair(,/) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.`3G Owner's Name,Address,and Tel.No.
Assessor's Map/Parcei \0\0- 5,)— J(p^�Lx,
Installer's Name,Address,and Tel.No.'-TjN-,5C Z(3Cot-�\jb esigner's Name,Addres ,an Tel.No.50% �1 7
A-�.r�G��`n��• �E�r�v���� ec- r�cs \rc,
Oy L Cz(!,-\ Cc -tee
Type of Buildmg:M i
Dwelling No.of Bedrooms I- ' Lot Size 15 ; Z sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures !!��
Design Flow(min.required) LALA V gpd Design flow provided (45LAo� gpd
Plan Date Z 0 I �ZZ Number of sheets 2 Revision Date
Title - ' CA kn ��
Size of Septic Tank ` ype of S.A.S. e
Description of Soil �� - ���, �Z��- ��- \ C(� •� (7�i 1
Nature of Repairs or Alterations(Answer when applicable)1
GAS v 3 - 2
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 Certificate of
Compliance has been issued by this Board of Health.
Signed Date 2� (O U_
Application Approved by M 1i Date
Application Disapproved by Date
for the following reasons
Permit No. ��o�� Date Issued a,3
a-�Mf
B No. 0 a (6 t
•t•
�. .'' Fee i��s
_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
rrr,
PUBLIC HEALTH DIVISION "TOWN OF.BARNSTABLE, MASSACHUSETTS
DIY ri� cAt . �~a
1pli t1, for LB. loBaYr p_ te11I �onBtrULtiOYC `Ermit
Application for a Permit to Construct( ) Repair V Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Owner's Name,Address,and Tel No Location Address or Lot No."3ro" U��Ce(� . . y
ciov\v`c O.\ E Jv c' h . VCN c0\e\1e S� c.C\C.
Assessor's Map/Parcel t�()—61- 5(0� x cf r e\trvL 'I,�_ .�e tl�£C LI Zi
Installer's Name,Address,and Tel.No.ML\ (3Cor\6 Designer's Name,Address,and Tel.No.%A Lk-1?
C ��:cr.G xx-��`nC�v. ;� E&Cc.,v�.,-��� L �vc%j�c�eec"�r��3c�<�C.S \nc,
� '�N �c (�,c� c>Zj,,LjLj \Z•1�\ Cclam.\`
Type of Building:
Dwelling No.of Bedrooms LA Lot Size 6.1 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures -
Design Flow(min.required)• �"-1 V gpd Design flow provided LA5 LA n 5 gpd
Plan Date 2 i\�'LZ— Number of sheets 2— Revision Date
Title(�(L� B�P ��
Size of Septic Tank aG.vG \ Type of S.A.S. \e•c,,_eahv Rflx`c., y.m�ae f"")
Description of Soil�\�"
r V �," `
Nature of Repairs or Alterations(Answer when applicable)k'\-A C_ ` c ..�G� n C_ C�c��l�p -t W
Ste�tccL , tK.rA
Date last inspected: a
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 Certificate of
,,-'Compliance has been issued by this Board of Health.
C Date Signed .l d �Z
�.-- y�
Application Approved by /,��c.t .C.f _�/ �;,/� Irj Date
Application Disapproved by w Date
for the following reasons
Permit No. ✓ / Date Issued a)'�)L 3 t
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(✓ ) Upgraded( )
Abandoned( )by b l yc\\�5,, C\x( tn�7C.,'�\CT ��kc_
at� \U C�Y"(�1.3�_.'C._. , �CC� K ti 7 \ '_ has been constructed in accordance
with the provisions of Title 5and the for Disposal System Construction Permit No. _ dated
C.
Installer\_A� �M C y)O n\CN DesignerV_ 1 •i(\4\Wr & \�G
#bedrooms LA J Approved desi�no
w-- �-\�\� gpdThe issuance of this permit shallnot be construed as a guarantee that the system willon designed.
Date fG�/G�' Inspector =
No t�C7' r� ,' Fee ".
THE COMMONWEALTWOF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
-isposal *pstem Construction Vermit
Permission is hereby granted to
Construct Repair V)` Upgrade Abandon
rrSystem located at�-V1c`e CC\uC . A f 0\Va ( )
and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 permit..
Date t ��� Approved byV�rn
' vn rir><stbe
Reguiary S�>~vvic�s
lbehard V.Scab,Interim Directoar
MAW
PubIac with DWis can
Fn� ;
:Thomas McKea>it,.DtreCiffr
200.Main Street:?ilyartnis,MA 02601
officer 5(t�-862 4fi
.... vm 508?WoO64
I�s#aler&I3esitxner:Certr�cs�izon.For�n:
Date:
�2 ?" Sevva e Permit# 2UZZ Assessor's MaplPareel" "
Designer• �"�� +,,,.ee�-,�8 r,ri �n Cristaller� '�'c�e� :� uti,
A(tdress. )Z �btlr s `e/c/ s Address.: . P,
' t�iC �1
a ee , .,
l
0n�. lZZ..l �ZZ— rtn:S tC alp: 4 ✓�was sued a permit to install a
date} (installer}
se tics ste. at 'fR. j 60ut�te � uc -
p Y based on..a design drawn by
(address
l'tlo�Lts} da.ted 'Z.
---
(desigmr)00.
. .
I certify that:the septic system refat ence abovei was zn.stalled substahtzally according tc>
the design,winch'MEW ay tneluds minor approved changes stich its lateral relocatron of the:
.&tribution.box and/or se 'c tank. Strip out. if utY�ed was �n{ recl ) , spected and the sorts
verefound.satisf4ctory,.
1-certify that the septic system referenced above was installed wrtli major"changes (�e:
oreater than lfl' lateral reloeatton of the SAS orAny vertical relocation of any comp'anent
of the septic systems but in.accordance with Sthkalocal Regulatiohs plan:revFs on ar
certtfed as-but bytgtofotow. Sti tneso>Is. a e l
were found:satisfaetory. .
I certify that tthe system referenced above was eoristructed in with the terims
of tine 11A roval.letters if a trwable
apP � pp �. } . :
{Irtst ler s 5 gnattire}: c
e�
(Designer's Signature} : (Affix Dent ere)
PLEASE T BARNSTABli PUBLIC REALTH IIIV SIO CERTIFICA
OF COMPLIANCE WILLN€3T I3 !>ISST -U.:'.UNTIL. B C}Tilt TINS FORM-AND
I3' AS-.
BUILT CARD ARE RECEIVED BY'THR BARNSTAt L P LIC LIEAfTLk D €psi DN
THANK x .
f 'Sepfi-Wesigner certificstian Form Rev 8-1441.doe
.
errg(nesr.role aettiftc..I .is timited to#as bttilt'ItrSpeGrfori trf sys(efi oomporierats as iristaEled Poor to backEin he
en}nee cr7d rlar supervrse corstrucUan at the system £to ronstatler assume§:fes rsstbi for aU inatertals<tvarkmaashr bae ciiuin
�.
to speced:grades with proper compaction,arrd:satirrtg r+esrsscaxexs zs shown ortthe>d:esvgn plan; p S
.__.............
-- 98 -- EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE
W EXISTING WATER SVC.
G EXISTING GAS SVC.
OVERHEAD WIRES 3
TEST PIT
�f .
BENCHMARK
LEGEND
LOCUS MAP
a
i
a
N
Y
m
EXIS77NG S.A.S.
(PER RECORD AS—BUILT) x 99.92
TO BE ABANDONED
LOT 42
6 15,233fS.F. \ x 00.13
gy�1 x
99,60
e
{etc 62 `�
t0cK0dei.� o
5 / SPIKE
99.75
x 99.83
1x
x 1 ,05 +,A9,87 J)
r�
x 99,8E
_ 100.32 x ::'. -';i TP-1 �
TP-2 F
02 S�
O
\99.87
d x
DECK
� 10 100,84 BM GARAGE
EXIS77NG SEP77C TANK loll 0
(PER RECORD AS—BUILT) B 101,
TOP OF TANK, EL.=100.4
INV.(OUT)=99.Of(VERIFY) EXISTING 101,1E 99,99
HOUSE(#36)
T.O.F.=101.6f
7BM
COR./BULKHEAD
EL.=101.60
t3
101.54 �? x 100.62
x 1 03
100.8 101,
100.46 I
100,00
\ 10L07
100.46.
DH 6.
100,10
101.2E AMP PK SET
01. 5 x
10
C�
10
• 0.10
100:9 �8 po 0
0i
100.1E
OF -
��� MAssq _ e
dg o cy
e �+
1,42 PETER T.
McENTEE
v CIVIL "' 99.99 ��3C
No. 35109
G15�E� /
PARCEL ID: 190-152 ✓
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
36 TUCKERNUCK ROAD, CENTERVILLE, MA
Prepared for: Quinn's Excavation, P.O. Box 599, Forestdale, MA 02644
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
SGARLAT, JOSEPH W & MICHELLE L Engineering Works, Inc. 1"=20' P.T.M. 119-22
36 TUCKERNUCK ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
CENTERVILLE, MA 02632 (508) 477-5313 2/11/22 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 97.5
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE.
INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3"
T.O.F.=101.6
COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES
F.G. EL.=101.0t F.G. EL.=100.3t F.G. EL.=100.3t F.G. EL.=100.4t
f /MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 15' L = 23'
S=1% (MIN.) ® S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
t0"I
14" 8 B6Ba B BB
EXISTING 48" LIQUID am
LEVEL ' ADD 4' 4.8' 4'
✓ BAFFLE INV.=97.87 PROPOSED INV.=97.70
�V.=97.00
INV.-99.00
D-BOX EFFECTIVE WIDTH = 12.8'
EXISTING SEPTIC TANK
• •.• . . .. .• • .
(VERIFY) 3-500 GALLON LEACHING CHAMBER
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
TOP CONC. ELEV.=97.8t
NOTES: BREAKOUT ELEV.=97.50 I All
aa
=97 ELEV. .00
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. r aaaaa BE
6aaa6 aaaaa
INVERTS, PRIOR TO INSTALLATION. /�. ease eases
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=96.0fF
ON A MECHANICALLY COMPACTED STABLE BASE OR 4' 3 X 8.5'=25.5' 4'
SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 4' MIN. OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5'
CMR 15.221(2). PERVIOUS MATERIAL
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTT. OF TP-1, EL.=89.5 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO GROUNDWATER ENCOUNTERED 3/4" TO 1-1/2" DOUBLE
WASHED STONE
3" LAYER OF 1/8" TO 1/2"
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC)
SOIL LOG
DATE: FEBRUARY 11, 2022 PERC# 22-21
SOIL EVALUATOR: PETER McENTEEE, SE-1542
GENERAL NOTES: WITNESS: DAVID STANTON RS HEALTH AGENT
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 100.5 011 100.6 0"
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE FILL FILL
-LOCAL RULES AND REGULATIONS. 99.5 12" 99.3 16"
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR A A
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE SANDY LOAM SANDY LOAM
DESIGN ENGINEER. 10YR 4/2 10YR 4/2
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 99'2 B 16" 98.8 B 20"
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SANDY LOAM SANDY LOAM
ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/4 10YR 5/4
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 97•2 C 40" 97.6 C 36"
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 32"/50"
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.. M-C SAND M-C SAND
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/6 2.5Y 6/6
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 5% GRAVEL 5% GRAVEL
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 89.5 132" 89.6 132"
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC RATE: <2 MINJIN. "C" HORIZON
CONSTRUCTION.
NO GROUNDWATER •ENCOUNTERED
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. EXISTING
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND H S 3
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC GARAGE
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN GAR
SLAB DECK
DESIGN CRITERIA
NUMBER OF BEDROOMS: 4 ^',�y�� 1y5 y
SOIL TEXTURAL CLASS: CLASS I n ,� ��_ IS,
DESIGN PERCOLATION RATE: <2 MIN/IN T N%5`V s_ A
(0.74 GPD/SF LOADING RATE) ry
DAILY FLOW: 440 GPD o0
PROPOSED S.A.S.
DESIGN FLOW: 440 GPD
GARBAGE GRINDER: NO I---33.5' =i PROPOSED S.A.S.
LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF z 3-500 GAL CHAMBERS
.74 GPD/SF SPIKE/RIBBON SET SEPTIC LAYOUT SURROUNDED W/4' STONE
EXISTING SEPTIC TANK: 1500 GALLON CAPACITY
USE
PROP3SED 500 ISTRIBUTI GALLONOLEACHINGN BOX: I CHAMBERS BERS IN INLET, 3 LETS SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 36 TUCKERNUCK ROAD, CENTERVILLE, MA
SIDEWALL AREA: 2(12.8' + 335) X 2 = 185.2 S.F. Prepared for: Quinn's Excavation, P.O. Box 599, Forestdale, MA 02644
BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:..............................................................614.0 S.F. Engln@erll19 Works, Inc.
N.T.S. P.T.M. 119-22
DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF)=454.3 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 2/1 1/22 P.T.M. 2 of 2