HomeMy WebLinkAbout0168 LONGVIEW DRIVE - Health (3) 168 LONGVIEW DRIVE
Centerville
A = 251 — 077
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No. 12534
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No /"7 Fee " f
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Ye
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZippYitation for 13,isposal 6pstrm Construction 3PPrmit
Application for a Permit to Construct( ) Repair?/) Upgrade( ) Abandon( ) [:]Complete System [Individual Components
Location Address or Lot No. 1,0Qyj/J44Lx D!iOe Owner's Name Address,and Tel.No.620$-34,
Assessor's Map/Parcel r,25/�CJr CeYIYex vi il(2 `�v � �iCG1C7f1® a- UIe Lai 9✓1'�V�
Installer's Name,Address,and Tel.No.u� 7'?J—39 q Designer's Name,Address,and Tel.No.
Rbc, a6ttl, P.O.( oX hoy
Type of Building:
DwellingNo.of Bedrooms Lot Size� /,2 �/gn t sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3y gpd Design flow provided W gpd
Plan Date % 'l u 7 a O aa I� Number of sheets a Revision Date
Title 6 e—�- u1fP o �1 1 � {� -I(ag o t)i4elz� K�f i+i'� V l�er-lei�o�/�✓�J 5
Size of Septic Tank _/D�n,P Type of S.A.S..2-/f�
Description of Soil <,,o 0 � �l
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maint of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Enviro Code not to place the system in operation until a Certificate of
Compliance has been issued oard of
Signed Date
7� J
Application Approved by Date
C Application Disapproved by Date
for the following reasons
Permit No.�� 7 Date Issued
No / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Ye
PUBLIC HEALTH DIVISION.,- TOWN OF BARNSTABLE, MASSACHUSETTS,_
Tipplitation for �Diiposal *pBtrm Construction Permit
Application for a Permit to Construct( ) Repair�) Upgrade( ) Abandon( ) ❑Complete System [Individual Components
Location Address or Lot No. /6 8 L Ot7�'(/t 2 C�oU/" Owner's Name,Address,and Tel.No. <,S"3/
C � itl� Sos 'pk P;Cc-tone t4SsLor�uiecdpn�
Assessor's Map/Parcel aZ S/ U ener+J Flo r4, 't ,t 3a
Irnnstaller's Name,Address,and /Tel.No.5'OS- 79/—93979 Designer's Name,Address,and Tel.No.
1 )Dr+o 1b-t" obits`'r t 1 C vvj��r`G. P.U.8o X 7oc f
_F
Type of Building: 04
Dwelling No.of Bedrooms 3 Lot Size /;2 $eZ„,n sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ,319� gpd
Plan Date ,��,, p t� Number of sheets 12 Revision Date
Title-_6;` e.. 1- �a a 1/►�e�b,% An r) --41-11"'S L.or,G W��r�k.rile��g i �VI"S
Size of Septic Tank Type of S.A.S.;2
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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 bytlais. oard of a `. i�/
Signed —`7r - Date 7 �S
Application Approved by Date
,Application Disapproved by Date
�..•-for the following reasons
"" Permit No. QW,2 47 2 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(A) Upgraded( )
Abandoned.( )by -4a;r 4 i> r� ><� „t ?nC (z
!i o , r ,
at Y169 �/i��i)/ j%',Al �IV, has been constructed in accordance
with the provisions of Title 55 and the for/ -I,Disposal System Construction Permit N _r <vd) dated
- Installer l a,4 1 i,05in,r'Hnt0 4 Designer ,E `j Jun L.PPu ;1C
#bedrooms 3 1 Approved design flow - gpd.
The issuance of this permit shall no be construed as a guarantee that the sysxe will on des' e
Date � �_�Z � Inspect r
^r
---------------------------------------—---—----------------------------------------------------------------------------------------
i
No.� � Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Misposal bpstem Construction Permit
Permission is hereby granted to Construct( ) Repair(t� Upgrade( ) Abandon( )
System located at ��p e_„�f-x�lhi e44 r t/;,-,
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.
a
Provided:Construction must be complete within three years of the date of this ermit.
Date Approved�bq
1
Town of Barnstable
�'I E Regulatory Services
Richard V. Scali,Director
MUMSTABMPublic Health Division
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
I
Date: ,:5'2" Sewage Permit#020/7 ;Z `/7 Assessor's Map/Parcel Z S 1 ' 077
Installer& Designer Certification Form
Designer: Installer:O� e)7�
Address: 7D 7 Z9 Address: v • l��
On `7-13'- /:7 � ,� ,"C�hr�i�c�s� was issued a permit to install a
(date) (installer)
septic system at l6� Z"N6644 (1WiV?411tc6_ based on a design drawn by
(address)
dated
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in Hance with the terms of
the UA approval letters (if applicable). yJVkOFR 4
off`' DAVID
�g D.,r
FLAHF?(Y ]R. N
(I ler's Signature) N 1211
�F �o
G�STE�
SgN17ARk
(Designer's Signature) Designer's Stamp Here)
PLEASE RETURN TO BARNSTjBE1
L� IVISION. CERTIFICATE
OF COMPLIANCE WILL NOT H THIS FORM AND AS-
BUILT CARD ARE RECEIVED B LIC HEALTH DIVISION.
THANK YOU.
gAoffice formsWes i gnercertifi cation formAdc
- Town of Barnstable P# 7
Department of Regulatory Services
/7/�
2 •S � "+
J1U a a�I'c M IPublic Health Division . Date
i�1Sti 200 Main Street,Hyannis MA 02601
rEn Hutt� -
Date Scheduled bco-)).� !�_ • Ti'mt:'�_ • Fee Pd._ �U
it, i LCi•
' Soil Suitability Assessment for e Disposal
Performed-By f
y �7 witnesses By: -•('r;'l�"
0CATION&.GENERAL INFORMAT ON
Location Address T"CV v //P 3Z Owner's Name
• 5��'��4//��!�{� Address
Assessor's Map/Parcel: Zr1 d —'Y`S Engineer's Name
NEW CONSTRUCTION REPAIR Tele hone#
�� ywV
• Land Uso• 'Slopes Surface Stones
Distancea f3nm: Open Water Body t/ALft Possible Wet-Area___n�ft Drinking Water Well ft
Drainage Way t'✓/' ft Property Line _L��` ft Other lZorr/ it
SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands-in proximity to holes)
.i
%
Parent material(geologic) d�' G �U�'4/a r 9 Depth to Bedrock 41-A,
Depth to Groundwater. Standing Water in Hole:. �>/Z.i Weeping from Pit Fnea i✓off/
C /
Estimated Seasonal High Groundwater �vrvvs-t��✓��•�i eo,�
DETERMINATION FOR SEASONAL'HIGH WATER TABLE
Method Used:
Depth Observed standing in ohs.hole: /�J�t-P,`�/2 In, Depth to soil mottles:
Dekh to weeping from side of obs.hole: In, (3taundwa or Adjustmont._..c ft.
Index Well#�_ Reading Date:�� Index Wall level. Adj,•iketor„ Adj.Groundwat •Leval
PERCOLATION TEST bate` /7 Time
Observation
Hole# Tlmn at 4"
Depth of Pero A�-�-- Time nt 6"
Start Pro-soak Time @ Time(9"-6") _
End Pro-soak e.)
r
Rate Min./Inch L Z
Site Sultabillty Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) /Vel
Original: Public Health Division Observation Hole Data To Be Completed on Back----
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conseirvation Division at least one(1)week prior to beginning.
Q:\SEPTICU'ERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# i71>
Depth from Soli Horizon Soil Texture Sdil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoned;Boulders.
ennsis tcnc ,. e
n
. - G �/� Lva�,.,• �'ate( �� 2 s
3� 2 a
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.), (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
�— 225 lua�y r✓ 7.s 72 s-
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture "' Soil Color- - -- Sbll -Other
Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders.,
-Conslstency,
I �
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(In.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders,
Consistency,
Flood Insurance Rate Map:
Above 500 year Mood boundary No— Yes
Within 500 year boundary No= Yes
Within LOO year flood boundary No._,— Yes ,
J)eath of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? 05
If not,what is the depth of naturally occurring 4pevious material?�...,..
Certification
I certify that on //99� (date)I have passed the soil evaluator examination approved by the
Department of Envtronmental Protection and that the above analysis was performed by ma consistent with .
the required trat ex ertise and experievice described.in 10 CMR 15.017.
- Date � -2? -�� ' . • ,
Signature
Q:ISEPTIC\PERCPORM.DOC
LOCUS DATA w
BENCHMARK
J
HYDRANT TAG BOLT �, h'0F
ELEVATION 173.27 _
CURRENT OWNER JOSEPH PICCIONE ��� EDWtARD N
MAUREEN PICCIONE I STONE
i No 28980
- _ I 13 .g LOCUS Q
PLAN REFERENCE LCP 28749 B 2 � s
° LOT J4
DEED REFERENCE CTF. 178065 I I STAKE Ekis�NG Q�\�� w Q o
I I UND
ZONING DISTRICT RC-1
ip STAKE _
FOUNDLOCUS
FLOOD ZONE "X"X" I 13 \gyp S 77-16 ° ° ° NOT TO SCALE:
1p
I I � � � E ^�
ASSESSORS MAP 251 / I \ 124.15• " 17-0114
PARCEL 077
1 oyp /
OVERLAY DISTRICT WP / ZONE II z I I
I 3 - , , � .LOT .37 �\
LOT AREA 12,460f S.F. I Q I �12,460t s.F.//T 0 3' oy p X 17 0.6 /
CD I o
\ / 170.0 k
SITE & SEWAGE I I EXISTING W
REPAIR PLAN I I3 `" �O\��( 170.5 DRIVEWAY
I I o D.T.H. #1 169.1
.12
L ONG VIEW DRl VE I � �I �
2 170.8 p 3' 10 l 170.6 /
IN
3 c
CENTERVILLE, MASS I I VENT o
DATE: JULY 7, 2017 I II ME ERRIC t #168 /1
.3 EXISTING LEACHING AREA TO
G ISTING C BE ABANDONED IN
GARAGE DWELLING NG / P�0 o ACCORDANCE WITH TITLE 5
10' '
3 +
P M ,
1707
OWNER/APPLICANT. I \ H. #2 � � clq
JOSEPH PICCIONE ' 170.1 c 13' 170.4 GASR o 0
we
w . Q ,
/ G
168 LONGVIEW DRIVE ^/ w I 169.6
CEN TER VI LLE, MA 02632 W S G EXISTING 1000 GALLON
G J SEPTIC TANK TO REMAIN
508- 364- 6531 N 7r16. S NEW OUTLET
/C� PROPOSED ' 3' / GAS BAFFLE
.SHEET 1 OF 2 LEACHING CHAMBERS 1� W C.O. INSTALLED WITH TEE
125.OS �
X 1ss.8
PREPARED BY: R FOO UNDUND
•
EAS SURVEY, INC. OFF 3.5'
P. O. B 0 X 1729 EXISTING WATER LINE PROPOSED SEWER LINE TO
PRIVATE GAS SERVICE TO
TO BE SLEEVED BE�°°SLEEVED WITHIN 10' OF •OUTDOOR HEATER. PRIVATE
THE LE ER SERVICE. DIG SAFE REQUIRED FOR
SANDWICH , MA 02563 MARKOUT. 0 20 30 40
PH. (508) 888-3619 F
_
GR
APHIC
IC SC
ALE:(508) 527 3600 LOT 38
EAS.SURVEYCYAHOO.COM 1 INCH 20- FEE T . .
y
. m
SYSTEM DESIGN
RAISE COVERS TO WITHIN 6" OF FINISH GRADE PROPOSED
CENTER CHAMBER RISER VENT
TCF = 171.0 RAISE TO WITHIN 6" DESIGN FLOW
FINISH GRADE
. GRADE 170.4 `ELEV. 169.5 FINISH GRADE OF FINISH GRADE � � 3 BEDROOMS AT 110 GPB/D �3Q GPD
ELEV. l-,
CwZ ELEV. 170.3
//l A6Z; � \� \\ �\ GROUND ELEVATION 170.8 REQUIRED SEPTIC TANK
/1
ei 100'os=0.01 4.5' 4.5 _ _330 x_2 _ _ _660 GAL.
a' EXISTING 4" PVC 4 PVC 22'®S= 0.013 EX. SEPTIC TANK PROVIDED = 1000_GAL.
• SCH 40 2 MI-°-N MAX SCH 40 10'®S= 0.029 0000 O o o 00000
o -
INV.=
166.96 10"TEE 14 TEE INV•= O O O O SIZE OF LEACHING FACILITY REQUIRED
f= INSTALL 166.76Zn
p0Op0 c o O00p0
GAS BAFFLE DESIGN PERC RATE --MIN./INCH
4'-1" LIQUID LEVEL TWO 5'-0"x8'-6"x3'-0" CHAMBERS LONG TERM APPL. RATE_0.74_GPD/S.F.
INV.=165.30 0w SIZE OF LEACHING SYSTEM PROVIDED:
S.A.S. (11.0' x 29.0') a � 163.30
DATUM: o 0 330 + 0.74 SF/GPD = 446 S.F. MIN. REQ.
VERTICAL DATUM:
0o a o 0
ASSUMED DATUM EXISTING 1,000 GALLON 158.30 USING H-20 CONCRETE LEACHING CHAMBERS
BENCH MARK USED: SEPTIC TANK TO REMAIN WITH 4' OF STONE AT ENDS & 3' ON SIDES'
HYDRANT TAG BOLT BOTTOM (11.0' x 29.0') = 319 S.F. '
E-
ELEVATION 173.27 CONSTRUCTION NOTES: SIDE WALL (11.0' + 29.0') 2x2 = 160 S.F
17-0114 00000 0 o 000
0
0 479 S.F.
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 00000 0 o �-o O O
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 000 00000 479 S.F.x 0.74 G/SF = 355 GPD
SITE & SEWAGE WORK ON THE SITE. 00000 o o 00000 355 GPD PROV > 330 GPD REQ. = 25 GPD RES.
REPAIR PLAN 2• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE = NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
,
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 3 0 5.0' 3 0 -+
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. I P-15397
f�
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING 11.0'
#1 w MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND D.T.H. #1 ib D.T.H. #2
/E- ' / S.A.S. AREA IS PROHIBITED SIDE VIEW DATE: 6-22-17 DATE: 6-22-17
I
L ONG V W DRl V E GROUND ELEV, 170.8 GROUND ELEV. 170.3
GENERAL NOTES: NO GROUNDWATER NO GROUNDWATER
N 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE
REGULATIONS DEPARTMENT O ENVIRONMENTAL PROTECTION TO CONDUCT
TITLE V AND THE TOWN OF BARNSTABLE RULES AND
C E N TE R VI L L E MASS FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL 0/E/A 0/E/A
� P SWERAG EVALUATION ARE ACCURATE AND IN ACCORDANCE WITH 310 LOAMY SAND LOAMY SAND
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
CMR 15.100 THR GH 1510 10YR 5/1 10YR 5/1 •
DATE: JULY 7, 2017 ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING 6" 8"
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. A.
______ B B
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE EDWARD A STONE, CERTIFIED'SOIL EVALUATOR, LOAMY SAND LOAMY SAND
OWNER APPLICANT: CAPABLE OF WITHSTANDING H-10 LOADING UNLESS 7.5YR 5/6 7.5YR 5/6
OTHERWISE SPECIFIED. 1 32" 28"
JOSEPH PICCIONE 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION f EL. = 168.1 EL. = 168.0
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. yQcP�TM� q� DTH #1 INDICATES DEEP
168 L 0 N G VI E W DRIVE 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE mac}' D D '
OR WITHIN 6 OF GRADE SHALL BE MORTARED IN PLACE. D 48"
CENTERVILLE, MA 02632 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER c4 H R. N
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 0 1 INDICATES
508-364-6531 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF P-1 48 PERC TEST
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE ST COARSE SAND COARSE SAND
SHEET 2 OF 2 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND S4 ITAR0N NO MOTTLING 2.5Y 7/6 2.5Y 7/6
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. NO WEEPING
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT II "
PREPARED BY: 144 INDICATES ADJ. GROUNDWATER NO G.WATER NO G.WATER
ELEVATION OF THE OUTLET PIPE.
144"
E A S SURVEY�729
INC. 9• THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES NO OBS. GROUNDWATER EL. = 158.8 144" EL. = 158.30 •
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS B.O.H.
P. O. B 0 X 1 7 2 9 11.BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC] DON DESMARAIS . `
ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE'AND NO OBSERVED GROUNDWATER SOIL EVALUATOR
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE DEPTH TO BOTTOM OF HOLE 12.0' ED. STONE
SANDWICH , MA 02563 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BACKHOE OPERATOR.
BE LEVEL _. .VARIANCES REQUESTED ELLIS BROTHERS
PH. (508) 888-3619 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION SOIL TYPE: L
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW TO ALLOW THE LEACHING AREA TO BE
<
CELL (508) 527-3600 M AND APPROVAL. 4.5' BELOW GRADE IN LIEU -OF 3'. H-20 PERC RATE: 2 MIN. PER INCH
EAS.SURVEY�YAHOO.COM 13. MAGNETIC TAPE ON ALL COMPONENTS. CHAMBERS PROPOSED WITH VENT. LOADING RATE: 0.74 GAL/SF/MIN