HomeMy WebLinkAbout0080 OCEAN VIEW AVENUE - Health .p80 Ocean View Ave:nue;:-
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TOWN OF BARNSTABLE
LO-:�TION qO //Ocoga SE�WAGE #;?&V3 -d�//
.;VMLAG ASSESSOR'S MAP & LOT 034'63-COl
INS`i'ALLER'S NAME&PHONE NO. r!'c�,Vsr!:rcI,—, Y-11.89Z6
SEPTIC TANK CAPACITY � L
LEACHING FACILITY: (type) ��o�/cl(,2 . , (size) /6'.1L /S �.z
NO. OF BEDROOMS
BUII,DER O OWNER
PERMITDATE: iA3�n_ 3 COMPLIANCE DATE:
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 f
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 VHk{f S�a��
Yob ` 4
``3 ro'
y7�
r
1
No. i-- l/ 1 ( ' .. FEE
COMMONWFALT14 OF 4SACHUSETTS
f Health, rSl �/Board o RIA.
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct(t-,Y<epair( ) Upgrade( ) Abandon( ) - WIComplete System ❑Individual Components
Location ® OCe�0 Vj CL,-j /4 VC— Owner's Name C'w n4R
Map/Parcel# 3 1/ S 3— Address QL'LT l�
Lot# Telephone# '50 Iza 2
Installer's Name G� Designer's Name
Address S t/S Addressf/®Q .�111 � �� Ad4/R,Pslh l
Telephone# - Telephone#�S O - y,A� ®O tE
Type of Building 6/ `•'t7 Y5 T`' FM Lot Size r �� sq.ft. }^�
Dwelling No.of Bedrooms f���S g ♦ L `1 ✓ dX7 7 L Garbage grinder (�I
.4l�"e�
Other-Type of Building No.of persons Showers ( ),Cafeteria
Other Fixtures
Design Flow(min.required) 0 gpd Calculated design flow Design flow provided S 198 gpd
Plan: Date 'b-eC 00 Number of sheets Revision Date
Title .Q v4 I
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS T,y r�
The and si ed afire to install the a ove cribed Indi 'dual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further s t o rah until a Certificate of Tm7li ce has been issued by the Board of Health.
Signed I A Date
N -
Inspections
No. U O q ty°z:-- A SE; .,.. FEE C/ /
r C®MMONWFAUII OF CIJUSETTS �� w
11 r Board of Health, 1- ol/'^
APPLICXTIO-N FOP, ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT v
Application for a Permit to Construct((-�RepairO Upgrade( Abandon( - ®'Complete System ❑Individual Components
Location BO QC 60-q A) V I C(AJ A V Owner's Name 6' ' A(Z y� 6--o4 R&J U/(Pi
Map/.Parcel# 3 y S3 Address
Lot# Telephone#
Installer's Name Y 0 �GjiIS l G(, Designer's Name sV el/ l ,t `Ut w+?
Address 4` 6�Y1f �lz.iS AddressYo19 ZAADOSTP �U �i�"t1Us/11!
Telephone# �0 72 7 Telephone# SO 8— LIA8 00 Ell
GA�6Crc SY5 T4: �.tJ
Type of Building 1 Lot Size sq.ft. ']'"
hDwyelling-No.of Bedrooms y Ny,6e + "1 c.,-/c-y 2 ' d47, 7'ol-�la: 1 Gar gelgrinder (�`
Other-Type of Building 1 T �p O Cafeteria
( �off ersons Showers l ��
Other Fixtures
Design Flow(min.required) �J gpd Calculated design flow ��'� Design flow provided J 88 gpd
Plan: Date 'btC 01 a OCR Number of sheets 2 Revision Date
Title 4Q L4 iv
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS U Vlr c �Zj e X/S�`1 •� 7"f F,� },
The undersigned agrees o install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
Further a ees t no'tlace them era a Certificate of ompli ce has been issued by the Board of Health.
Signed / 7 it 1- Date `�
Inspections
A
No. 0 U0 U l/ FEE 160
Board of Health, vt SI'cA- ' MA.
CERTIFICATE OF COMPLIANCE
` Description of Work: ❑Individual Component(s) Q<Zomplete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),'Upgraded ( ),Abandoned ( )
' +has.been installed in accordance with the p ovisi ns of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. ��3"0 t r/ dated Approved Design Flow (gpd)
Installer
Designer a+gN Pe 1C-0'i$,1C7A 74nspector: Date: I ,h 3
The issuance of this permit shall not be construed as a guarantee that the system will function as designed. T
No. 2 0 0 3-0` / FEE 160
Board of Health,4 cc,/H S�1,y Le' MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct(vr Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at �� �C- A N �� as described in the application for
Disposal System Construction Permit No. 0 U 0,3-OL/I dated jo
Provided: Construction shall be completed within three years of the date of this peripit. All local co ditions m VJ is rbe Aj
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 7 3!0 Board of Health 4,,Jj i�✓ t
TOWN OF BARNSTABLE
LOCATION SEWAGE#��D3 -d`//
ASSESSOR'S MAP &LOT.�3�`
VI;LAGS 6 �
I. PHONE NO. ► Caws�•u1�,o✓ y1� 89�6
INSTALLER S NAME
SEPTIC TANK CAPACITY
(size)
LEACHING FACILITY: (type) "
NO.OF BEDROOMS
BUILDER OWNER
PERMIT DATE:
>/���� COMPLIANCE�DAI�� I
Separation Distance Between the:. �">�. Feet
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility
private Water Supply Well and Leaching Facility (B any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(if any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by h t2, J�vrd a
!YO4 `
Y7/
i
5-60 �� 7
W
0
5.7' :p�✓UuMr rti W12P.
�3,gG, N 85 2040" E
30.0' ZZO'S.3' 35.93' S 4325
8� " E
158 9
�h . '
EISt ` _ _ 910 2St'
`V l Gar. 20.e'
Scr.
,6. ged Poo 01Q..0. Deck
P
34.1'
(ki / 30.6' O
�o Lots 6,9 & 12 1 .5 Exist. N co
,� Dwg. l .
� ^ / 34,516E S.F. h #80
0.8E Ac.
+� l 28.9' �'P O
115
l Scr. Porch
/ 13 8'
/ ' o
l Setback/ Re Q
9uir em en is 4s.3'
16.0' .,.Lt.._30.4' V
30.3 O O
Prop. v Exis t. 12 0 p 724.30'
Gor. N Barn v
L N / � N 86 OS'18" �y
Cn
O'0.6 2 ;O
15.9'
>>2 , � 1
N �jr 6 15.0'
STREET ADDRESS: #80 OCEAN VIEW AVE., COTU/T
ASSESSORS MAP 34 PARCEL 53
OWNER: EDWARD R. & BARBARA D. GARGIULO, IRS.
80 OCEAN VIEW AVENUE REALTY TRUST
DEED REF.: CTF #1860J4
TOWN OF BARNSTABLE ZONING PLAN REF.: -L.C.C.,9216,D,E F L 0 TS 6,9,12 -
BY—LAW
ZONE RF I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL
SETBACKS : KNOWLEDGE, INFORMA77ON AND BELIEF THE DWELLING
FRONT = 30' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS
SIDE = 15' OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE.
REAR = 15'
PROPERTY LINES SHOWN HEREON �SHpFMASS
WERE COMPILED FROM AVAILABLE
PLANS OF RECORD AND VERIFIED TERRYANN
ON THE GROUND. WARNER N
No.38721 ff PL 0 T PLAN
THE DWELLING DEPICTED ON THIS SHOWING PROPOSED ADDITION
PLAN WAS LOCATED ON THE GROUND /N
BY SURVEY ON SEPT. 26, 2014 AND
EXISTS AS SHOWN AS OF THE DA TE BARNSTABLE, MASS.`
OF LOCATION. SCALE, 17-40' OCT. 6, 2014
Rev. Dom 15, 2014
THIS PLAN /S FOR PLOT PLAN N6ATERRY A. WARNER, P.L.S.
PURPOSES ONLY AND NOT FOR 22 LONG ROAD
RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645
OR ESTABLISHING PROPERTY LINES. (508) 432-8309
THIS PLAN IS VOID IF NOT
STAMPED AND SIGNED /N RED. 0 20 40 80
PROJECT N0. 14-272
1
C/ TOWN OF BARNSTABLE
LOCATION M Q)(- SEWAGE
VILLAGE U l ASSESSOR'S MAP & LOTP-ly-V3M(
INSTALLER'S NAME PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO. OF BEDROOMS y PRIVATE WELL OR PUU , C WATER a(�06
J
BUILDER OR OWNER
.DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED::
VARIANCE GRANTED: Yes No
a
Fee
No.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
Apphratton for ;Mgo5ar *pgtem Cougtructton Verrntt
Application is hereby made for a Permit to Construct( )or Repair( V)an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and Tel.No. y
Installer's Name,Address,and Tel.No. 56�r--775-60 t 47 Designer's Na ,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms LA Garbage Grinder
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Description of Soilil�tJ�
Natrof Repairs or Alterations(Answer when applicable) NQ &-,ss pno 1,3
5 _ C
/\6
Date last inspected: ' 141 0Ra,90avt 041 V Avrd
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 issu d by this Board of e, l _
Signed Date
Application Approved by
Application Disapproved for the Vllowinikeasons
Permit No. 7_25-- �& Date Issued
——————————————————————————————————————
No. i , _ Fee
4"
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS -
�._ 01ppYication for Migool *patent Construction permit
NApplication is hereby made for a Permit to Construct( )or Repair( 4n On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and Tel.No.
_
Installer's Name,Address,and Tel.No. S����J S�y Designer's NaVAddress and Tel.No.
Type of Building: Y
Dwelling No.of Bedrooms u Garbage Grinder(Q
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Description of Soil
Natuye of Repairs or Alterations(Answer when applicable) M1- S SO S
l
nd
.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 issu d by this Board of ea _
Signed 1-L Date
Application Approved by
Application Disapproved for the WllowinAeasons
I
Permit No. SI� Date Issued /Z
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
a�d (�7w ziv�'�'� �'�+✓ Certificate of Compliance
THIS IS TO CERTIFY,that th On-site Sewage Disposal ystem installed )or repaired/replac d(.✓)on
by SC.y�C r"` '(,t� for t� C r
A7 GCCv,\/�Ck,i On has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 4L dated
Use of this system is conditioned on compliance with the provisions set forth b ow:
No. Fee...��
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Migoe;ar 1*pgtem Congtructiott permit
C '(Permission is hereby granted to Y C'\ �_2''r-A/C
to construe e air(V/ an On-site Sewage System located at Ceco-v 'C�J
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.
All construction must be completed within two years of the date below.
Date: Approved by
i
r
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS)
r1
i
hereby certify that the application for disposal works
construction permit signed by me dated l �l r� �� 1 , concerning the
property located at �� ec��`C ) Y meets all of the
following criteria: t
a
• There are no wetlands within 300 feet of the proposed septic system
• There+are no private wells within 150 feet of the proposed septic system
I '
• The observed groundwater table is 14 feet or greater below the bottom of the leaching facility
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
•
SIGNED : —"`DATE:
LICENSED.SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER
[Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
1r i v" Y
U
4 �
Q
_ f
I' BARNSTABLE
EXISTING SEPTIC.
Z
PER INSTALLERS CARD e O��E
INSTALLED NO VEMBER 29, 1995 BY SCOTT FRANK I
Q
SEPTIC PERMIT 95-1811 a 9
A.M. 34153-2 A.M. 34/54 SCHOOL 0
011,1'�
20'40"W STREET
S85
35, 93' - - OCEAN
cRA �f S81 yr3;Z�„may, 110.24 EW
AVENUE NANTUCKET
SOUND
�$ per ` 6 ' ' / \
LOCUS MAP
GARAGE
PORCH of ASSESORS MAR 34, LOT 53-1
PLAN
GASLINE O ' ZONINE RF"16D,E,F
C.
FLOOD ZONE.• C"
I4 0' COMM. PANEL hf
250001 001E D
` I B m DATED.• 712192
Cr) l �� .29_� to I to PREP I �I4,0 y 9.I' IT (� OVERLAY. AP"
Cli
o
y� 4 4,07' SITE PLAN
l �� OF LAND
\I \ 29, ; F 2RFLOWDIFFUSORS
� \ \
I ' / �1
_ / c� LOCATED AT
1 1 . 10
TANK,- d o / W ,--� A. 34153-1 W 8O OCEAN VIEW AVENUE
L�•r�i moo. AREA 34,513 S.F. O
1 T.O 3.0
�. o COTUIT, MA.
PREPARED FOR
Olf
+ O ED WARD R GARGIULO, JR
DECEMBER 17, 2002
11�4p' / / '�� A.M 34152 �'• of
t 1 B�ucE SCALE: 1" 30'
=
A.M 34151 �o G• - A.
.� MURPHY v, �4 �� 1 r YANKEE SURVEY CONSULTANTS
No. 749 G UNIT 1, 40B INDUSTRY ROAD
.� .
P.O. BOX 265
S CISTEa MARSTONS MILLS, MASS. 02648
TEL 428-0055 FAX 420-5553
ti:ttiy, 3 ..n
NOTE.- ELEVATION SURVEYED AND MATCHED WITH C I.S.
PAGE I OF 2 J1 53305 DB
EL. = 32.5'
TOP OF FOUNDATION 20' MIN.
10' MIN. CONCRETE COVERS VENT REQUIRED'
4" SCHEDULE 40 P. V.C.
EL=32 MIN PITCH 1/8 PER FT.
CONCRETE CO VER 2"LA YER OF
CONCRETE COVER 1/8"-1/2"
EL=30' WASHED STONE
4" CAST IRON PIPE 6"
(OR EQUAL MINIMUM
PITCH 114 PER FT. RISER CLEAN SAND ISER
FLOW LINE
EL=26.3'
INVERT 1 0 14" _ o ^
2.0� 00 O O O O O O
0
EL.= 29 _ GAS INVERT 6" SUMP LEVEL 0 0 0 0 0 0 � o 0 0 0 0000
INVERT BAFFLE EL -28.5 INVERT INVERT o 0 0
- 28 75 EL.= 27 75 EL.= 27.5 ., o 0 0 3'
INVERT `3 0 0 c o 12 0 0 0 0 0 0 =23 8
(7V BE PLACED ON FIRM BASE) DISTRIBUTION EL,= 25_8 t
°MA—HANICALLY COMPACTED OR B" OF S7t6NE BOX
1500__GALLONS 54' X 10'. TRENCH FORMATION
TO BE WATER TESTEDSEPTIC TANK IF MORE THAN ONE OUTLET
PLACE ON 6" STONE " TO 1-/, SOIL ABSORPTION
DOUBLEWASHED STONE SYSTEM (SAS
- PROFILE OF .
SEWAGE DISPOSAL SYSTEM NO WATER PARKING LOT LOOP BEACH. CIS EL=8.0'
NOT TO SCALE
NO TE'. .
(4) EXISTING FLOW DIFFUSORS
3 FEET OF DOUBLE WASHED STONE
12" UNDER
GENERAL NOTES INSTALL TWO (2) FLOW DIFFUSORS
3 FEET OF DOUBLE WASHED STONE
SIDES.AND
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 12" UNDER ENDS
TITLE 5 AND THE TOWN OF BARN3TABLE____ RULES AND 54' X 10' X 1
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. DESIGN CALCULA TIONS.'
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO NEW 1500 GAL SEPTIC TANK
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" NUMBER OF BEDROGA RBA GE DISPOSAL .OMS NO
.. . . .4) CAR./1) 5
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
TOTAL ESTIMATED FLOW 550 GAL/DAY
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ( 110__CAL/BR./DAY x _5__ BR.)
5 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE REQUIRED SEPTIC TANK CAPACITY 1500 GAL
USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY.UNITS USED TO BRING COVERS TO GRADE SHALL SOIL CLASSIFICATION . . . . . . . . . 1
BE MORTERED IN PLACE. DESIGN PERCOLATION RATE . . . . . 2 MIN./IN.
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH EFFLUENT LOADING RATE . . . . . . .74 GALIDA Y/S.F.
• DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (AREA X RATE) 588 GAL/DAY
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. RESERVE LEACHING CAPACITY . . . 588 GAL/DAY
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR (54 X 10 X .74)+(54+54+10+10 X . 74 X 2)
IS TO CALL "DIC- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8) PARCEL IS IN FLOOD ZONE__'C"_____.
9) LOT IS SHOWN ON ASSESSORS MAP _34_ AS PARCEL
SHEET 2 OF 2 JOB NUMBER__ 53305
BARNSTABLE'
EXISTING SEPTIC.
PER INSTALLERS CARD y Ro
INSTALLED NO VEMBER 29, 1995 BY SCOTT FRANK
SEPTIC PERMIT 95-1811 y
A.A!. ,34 54 SCHOOL col
A.Al. 34/53-2 /
N��O� STREET n
3. go, lY S85 20'40"W _
35. 93 - 58143, , OCEAN
Oj ;?, ' ' 1 / A VENUE /y7 UCKK► SOUND
c ' 10,,2¢' � _ NA
~ GARAGE I ,� LOCUS MAP
O I O PORCH ASSESORS MAR 05 34, LOT 53-1
l T_ I q0 !9 2 ° �CASIJNE °�' PLAN REF` 9216D,E,F
5.8. ZONING. 'RF"
h Q FLOOD ZONE.•
j I 14 0' COMM. PANEL #
nr
j 250001 0018 D
00 / e � � _ � � DATED.• 7/2/92
` � 29 -� to ► �0 Ag�A I �14.0 3y4�. 91' OVERLAY. A P"
QA1 I,
SITE PLAN
OF LAND
l � \�� • ROPOSEDI� � � � �J
FLON'D/FFUSORS
LOCA TED A T
!0 \
� I /
� � � W :-a
I TANK/ A.M 34153-1 ; 80 OCEAN VIEW AVENUE
L- 0 i moo, AREA ° 34,513 S.F. O� CO T UIT MA.
32 ROPoS�D 1 S86 0518'E' ;• ,
— , ;�",Bs J�4;�o�; PREPARED FOR
' �S44j��
a
ED WARD R GARGIULO, JR
ER 17 2002
DECEMB ,
A.M 34/52
'a OF fr )),, SCALE: 1" = 30'
/`� y ` n( YANKEE SURVEY CONSULTANTS
A.M. 34/5I B RUCE
MURPHY � �1 *� �Al. ���� UNIT 1, 40B INDUSTRY ROAD
No. 749 ry, - P.0. BOX 265
`-' �fi -F-,,TXSYNMARSTONS MILLS, MASS. 02648
, � } _,
ST `' TM42B-0055 FAX420-5553
NOTE: ELEVATION SURVEYED AND MATCHED WITH G. I.S. �-r Aft'
PACE I OF 2 J/ 53305 DB
32 5' _
719P OF FOUNDATION 20' MIN. _
TOP OF SLAB 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC VENT REQUIRED
EL=32 MIN. PIMH 1/8 PER FT.
- CONCRETE COVER 2"LA YER OF
CONCRETE COVER
s" A i . . . i EI.=30' WASHED S7ONE
O 4" CAST IRON PIPE 6" 6
r�L (OR EQUAL MINIMUM
PITCH 1/4 PER FT. RISER CLEAN SAND FEJ
FLOW LINE EL=26.3'
INVERT 1 10" 14"
- 29 MIN. --2.0'
EL.- - GAS INVERT LEVEL 0 0 o a o 0 0 o a o 0 0°
INVE BAFFLE _28.5 IN 11
6" SUMP ° ° o 0 0 0 0 0 0 0 0 0 °
RT EL.---- INVERT o o ° °
EL.= 28. 75 EL.= 27. 75 EL.= 27.5 _ INVERT 3'° o o °" o o '3'
-- 12" o ° 0 0 0 0
(7V BE PLACED ON FIRAI BASE) DISTRIBUTION ° o ° ° ° o o ° ° EL -23 8
A/EL^HAN/CALLY COMPACTED OR s" OF s70NE EL.= z5_8_
BOX -54' X 10' TRENCH FORMATION
1500__GALLONS
7YI BE WATER TESTED
IF MORE THAN ONE OUTLET
SEPTIC TANK PLACE ON 6" STONE ti iq
3/4" 7n 1-1/2" SOIL ABSORPTION
DOUBLE WASHED S7i�NE SYSTEM (SAS
PROFILE OF
SEWAGE DISPOSAL SYSTEM NO WATER PARKING LOT LOOP BEACH.- CIS EL=8.0'
NOT TO SCALE P
NO TE
(4) EXISTING, FLOW DIFFUSORS
3 FEET OF DOUBLE WASHED STONE
12" UNDER
GENERAL NOTES INSTALL TWO (2) FLOW DIFFUSORS
3 FEET OF DOUBLE WASHED STONE
1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SIDES AND ENDS
TITLE 5 AND THE TOWN OF —BARYSTARLE---- RULES AND UNDER 5
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NEW 1500 CAL 54' X 10' X ;L' TANK SEPTIC DESIGN CA L C ULA TIONS.'
2). ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" NUMBER OF BEDROOMS HOUSE(4)USE(4) CAR.(�) 5
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF GARBAGE DISPOSAL . ' NO
�, TOTAL ESTIMATED FLOW
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ( 110__CAL/BR./DAY x _5-_ BR) 550 CALIDA Y
5 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE REQUIRED SEPTIC TANK CAPACITY 1500 GAL
USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SOIL CLASSIFICATION . . . . 1
BE MORTERED IN PLACE. DESIGN PERCOLATION RATE < 2 MIN./IN.
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH EFFLUENT LOADING RATE . . . . . . .74 GALIDA Y/S.F.
DEEDED OR -ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (AREA X RATE) 588 CAL/DAY
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. RESERVE LEACHING CAPACITY . . . 588 GAL/DAY
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR (54 X 10 X . 74)+(54+54+10+10 X . 74 X 2)
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS _
cam. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8) PARCEL IS IN FLOOD ZONE___'C-----.
9) LOT IS SHOWN ON ASSESSORS MAP —I!-- AS PARCEL —53-1__,
SHEET 2 OF 2 JOB NUMBER__ 53305 ----__
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i Revisions: Date:
r� Continuos Ridge Vent
1 2x12 Ridge
1/2"COX Sheathing
ty' 285#Architect Shingles
r) 15#Felt
2x8 Collar Ties to support Beam
O)
400 Beam ten d00
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./ 112"COX Sheathing
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2x10 Rafters 2x8 Ceiling Joists �
y R-30 BAR Insulation V ILL
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Wind Blocks O co
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1 rb
4 Tyvek HouseWrap Q LO
LO
P# 2x4 Studs 1/2"Blueboard and Plaster
1/2"COX Sheathing ��' U)
White Cedar Clear Shingles 5"TW R-13 Fiberglass C
Insulation - CU O ur)
3/4" to
T and G Plywood Cl)
and Screwed '''• - o
2.5"x 9.5"I-Joist Q
R-30 Fiberglass Insulation Q
U) S
2x4 Studs CIO NC U
1/2"COX Sheathing R-13 Fiberglass C N
Tyvek Housewrap C/) O c
White Cedar Shingles Insulation 0 = to
112"Blueboard
Skim Coat Plaster 7
CV0
0) U) L
CU = ~
2x4 P.T.Sill
U
1/4"Sill Seal
4"Poured Concrete Floor:`•; +:'
Over Compacted Soil
j
8"Poured Concrete Wall 48"Below Grade
10"x 16"Keyed
285#Architect Shingles Poured Concrete Footing
15#Felt.
1/2"COX Sheathing
2x10 Rafters
R-30 BAtt Insulation
Section B-B
Wind Blocks 1x6 T and G Walls and Ceiling
M
L
2x4 Studs -
1/2"COX Sheathing 2x4 Studs - - -
Tyvek Housewrap 1/2"COX Sheathing
White Cedar Shingles , ""'• - Tyvek Housewrap
R 13 Fiberglass 13 Fiberglass White Cedar Shingles -
Insulation Insul hon O
1x6 T and G Walls and C I ng 1/2"Blueboard
Skim Coat Plaster
2x4 P.T.Sill ` •L,
1/4"Sill Seal
4"Poured Concrete Floor 1f -
Over Compacted Soil �.
i. 8"Poured Concrete Wall 48"Below Grade
8"Poured Concrete Wall 48"Below Grade �. - - a
10"x 16"Keyed ✓ 10"x 16"Keyed - U
Poured Concrete Footing +-` Poured Concrete Footing
B' •0
- L
Section A-A
Drawn By: NAL
Date: 12-12-02
Scale:3/8"=1'
Sheet:
S-1