HomeMy WebLinkAbout0021 PINE STREET - Health 21 Pine St
/ 248-081 Hyannis
TOWN OF BARNSTABLE
LOCATION SEWAGE# 9•c)J L% *�
VILLAGE lqu6 on 1 �ASSESSOR'S MAP&PARCEL�a:P�
INSTALLER'S NAME&PHONE NO. %�(.�S:. � rS coins,), .Sc:,14-3 Ga-
SEPTIC TANK CAPACITY l 5-60 13 �
LEACHING FACILITY.(type) (V(J CM y S/W641 (size)toz
NO.OF BEDROOMS
OWNER Tkie fi4aLl n +I f In�-
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and beaching 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
cif �J IJ VI U' N
e mo-
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1
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1. ��
No. 0! & 7� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOW4 CF 4RNSTABLE, MASSACHUSETTS Yes
applitatlon for Disposal *pstem Construttion i3Prmit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ' P,_h4 5J /1C-A/I A Owner's Name,Address,and Tel.No.Assessor's Map/Parcel 10, 01117tin 04 !w 11 MCt S h J(4H '7 -;LA4 Al 4
Installer's Name,Address,and Tel.No. Sag-36; (P-37 Designer's Name,Address,and Tel.No.
�.3 f �►•�per ��lJ �,, ,, �elfl-IVA CAR Swrvd At o j)v�L i-)e )41j 1L+-u} G4,1
Type of Building: I
Dwelling No.of Bedrooms L4 Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 11 Of 4 C Kw&�� 86kf/gpd Design flow provided gpd
Plan Date 14(n 2N� umber of sheets Revision Date
Title
Size of Septic Tank 1906 Type of S.A.S. Cha.,wA�o` �� �CALJ GtM��1
Description of Soil S Cf Soy t I Lqf 44 G rP- ` 7 1-f
( tvrCK 114
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 by this Board of Health.
Date
Application Approved by Date c3
Application Disapproved by Date
for the following reasons
Permit No._�/L:5 0 r� Date Issued
-----------------------------------------------------�---------
--------------------------------------------- -
e
No. C9Cam' �7`� Fee /v e
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION =TO`WI 6;- ._ 1RNSTABLE, MASSACHUSETTS Yes
2ppfitation for Disposal bpstem Construttion Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ;) ❑Complete System ❑Individual Components
Location Address or Lot No. a I ���� S� NO-1^A If Owner's Name,Address,and Tel.No.
l g
Assessor's Map/Parcel a 4 'r 0 r) 41 -n di,, };,,1--f 7 a,Z/4 A f I/, ryv✓e' (!
Installer's Name,Address,and Tel.No. Sot 36). 6.137 Designer's Name,Address,and Tel.No.
tw-1 �(} Sir ,-nc {
Type of Building: '
Dwelling No.of Bedrooms ff Lt Lot Size sq.ft. Garbage Grinder( moo f
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) I I fl >< bt t4 U c a "`fCgpd Design flow provided gpd
Plan Date _{tin H , )op3umber of sheets Revision Date
Title
Size of Septic Tank ISO 0 Type of S.A.S. tS C!r A-e r r n (p/j�r.,5
1
Description of Soil S t"j- :� 1 t. �(' tf Lj c
Nature of Repairs or Alterations(Answer when applicable)
f. Date last inspected: j
Agreement: t 1
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
- I
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.
! d Date
C-7Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No.
Date Issued
---------- - - _ ---- --_-
---
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
I
at has been constructed in accordance
V
With the provisions of Title 5 and the for Disposal System Construction Permit No. ,^/ ated
Installer l-P, S (co ti Designer F A C, � C4 d(r'
#bedrooms U Approved design fl9jv gpd
The issuance of this permit shall o be constrqbd as a guarantee that the system will nction esi ed.
Date Inspector
No. l Q 26 Fee 6
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at { , ,1 -e \j P l-'i ),) , ( ^+3 C,
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.
• � r I
Provided:Construction must be ompleted within three years of the date of this(by7
it.Date Approved e
Town of]Barnstable P#
' Departitnent of Regulatory Services
vAmwrABLx1 Public Health Division Date
200 Main Street,Hyannis MA 02601
`� aC�
Date Scheduled tJ Time 6
Fee Pd, l d O
Soil SuitabilityA�ssessment for Se age Disposal
Performed-By: �4 �y-� ' "t_ Witnessed By:
LOCATION& GENERAL INFORMATION
_ Location AdclreSs ,Z Owner's Name �„t./
( �I�JE�Tttt- - e, 'll\
r 1'111n`utLv cAK 1���� Address �T�`"�In`�Z"� Sig-3CL- 4��2�L .
5 Assessor's Map/Parcel: � 2�� F>6 g{ Engineer's Name
NEW CONSTR^U�,CTIONd7 REPAIR Telephone# --[5 7- ?— 3Ta"G��
Land Use: �ST�7 ,4`>C
Slopes(96) Surface Stones h cIKA
y
Distances from: Open Water Body qL//A" ft Possible Wet Area �lA- tt Drinking Water Well�vl.✓
Draihage Way AJ l A� ft Property Line 30 ] ft Other
tft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In roximity to holes)
ktVt
Parent material Bolo is
(g g ) S �'' .,, Depth to Bedrock,< t�
r,P
Depth to Groundwater. Standing Water in Hold Weeping troth,?It Fgee! r
f �.
Estimated Seasonal`High Groundwater` 2+ i'
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: 'Y In. Depth to sell mottles:
Depth to weeping from side of obs,hole: N� In, aroundwater Adjustment �/x E.
Index Well# Reading Date: ArIA- Index Well level _ A ,factor
� ,.tl/A_ Adj.Groundwater Level� �2
PERCOLATION TEST
Observation
Hole# Time at 9" / j 3v
Depth of Perc / Time at 6"
Start Pre-soak Time @ '4 s Time(9"-6")
End Pre-soak �U-Od 4 41
Rate Min./inch Z M
Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N)
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 Conservation Division at least one(1) week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
i
DEEP-OBSERVATION HOLE LOG Hole"#
Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
o i ten w.%'Gravel)
As"
/2 . 2( ,. B CcsZ aCLG�'Q
U % Me vw,
6n '= /44' @2 rhodc""t
I
DEEP OBSERVATION HOLE LOG Hole# Z �r '57 q
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
collsistency.%O ve
e"vel
� r CZ e Z s- 7¢
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%O e
DEEP OBSERVATION HOLE LOG Mole#
Depth from Soil Horizon Soil Texture Soil Color soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
Cositn
Flood Insurance Rate Map: /
Above 500 year flood boundary No— Yes
Within 500 year boundary No Yes•_ _
Within 100 year flood boundary No.._,_,_., Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious m'terial exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervio s material?
Certification
I certify that onr� (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expertise and experience described in 10 CMR 15.017.
g
Si nature "/V SA—t4 Date 1'17- i3
, 23 9
Q:1S.EP'rlCIPERCPORM.DOC
TOWN OF BARNSTABLE
r _
LOCATIONkdV ` e,» SEWAGE #
VILLAGEIva") ASSESSOR'S MAP & LO' a
r -
) l / is
INSTALLER'S NAME PHONE NO kll i
SEPTIC TANK CAPACITY A&
LEACHING FACILITY:(typejZ �// 0�^ (size) ' ;"
NO. OF BEDROOMS 41- PRIVATE WELL 4EPUBLIC WATER
BUILDER OWNER- ��iQY .ST.z —Z-/,
DATE PERMIT ISSUED: 21=27/
DATE COMPLIANCE ISSUED: 'oZaZ ^
VARIANCE GRANTED: Yes
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THE COMMONWEALTH OF MASSACHUSETTS
B.OA RD OF HEALTH
TOWN OF BARNSTABLE
Appliratialt for Uintlt tial Nork,s C omitrurfi it runfit
Application is hereby made for a Permit to Construct ( ) or Repair (P<) an Individual Sewage Disposal
��
//�f� ' a' / L
.:`�. � ..--------��................. -•--- IV------------------------------------
Locatiio�n-:�\d,�dre �{" yQ /�
------------------•-----------•--------•----•--.`[..�-----.....---......-C•%+-v--^-•----
Owner Address
a ` ................... ,,c r�rr C r rs - 4 '°! s .------._..v!... ...va s
Installer Address
UType of Building y Size Lot--------_...................Sq. feet
U Dwelling—No. of Bedrooms_______________:!--------------------------Expansion Attic ( ) Garbage Grinder —j-GllO
aOther—Type of Building ---------------------------- No. of persons------------------------.... Showers ( ) — Cafeteria ( )
Q' Other fixtures --------------_---.-.-------------------------------
W
Design Flow.............:� _-____________--gallons per person per day. Total daily flow............... yU.................gallons.
R: Septic Tank—Liquid capacity/5PQ---gallons Length________________ Width_-------------- Diameter----............ Depth................
Disposal Trench—No. --------/....._.... Width...._`?......___ Total Length._.-��otal leaching area....................sq. ft.
Seepage Pit No-___---__-.---.-- Diameter.................... Depth below inlet---/f— _. Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................
aTest Pit No. 1-----------------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.........................................................................................................................................................................
x
v --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
W --- .............. --------------- ------------------------------..._...-------------------------------------------------- ---- --------. ------------•-------
- ------------------------
UNature of Repairs or Alterations—Answer when applicable.--!`�.°S '�'l____'�"____I5 � s _ ._..
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance Pps been issugq by the board of health.
Signed . ........ .... . ... �7��t1 ........ ...... c 9`S
Dare
Application.Approved By ------------------------------ ---------------------------------------------- ---------------------------------------------------------------- -------------- ---- ------------
Dare
Application Disapproved for the following reasons: ........................................
......................................................... -------- -------........---------.....-----------...-------------------------...............-------------------------------- ........................................
�� .� Dace
Permit No. Issued .......................................
Dare
No...:r........... Fps..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Applirativit for Diti-puml Wnrk,i Towitrnrtinn Permit
Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
8 /IV
.a_ __j ............................. ............:/_
Location-:�ddres or Lot No.
-------------- •--- •--------------•- ---------..----
Owner Address
s Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling— No. of Bedrooms---------------4-------------------------Expansion Attic ( ) Garbage Grinder (---�-A/p
aOther—Type
of Building ____________________________ No. of persons----------------------.----- Showers ( ) — Cafeteria ( )
QOther fixtures .........---•-----•-------------------••-----------....----------=---------------------- ---...---•--•----•------------------------------------------.
w Design Flow______________S.S
-----------------gallons per person per day. Total daily flow.............. .................gallons.
WSeptic Tank—Liquid capa6ty/_5PQ__gallons Length________________ Width---------------- Diameter---------------- Depth................
Disposal Trench—No. -------/.......... Width...._-7..________._ Total Length___35:-�Total leaching area....................sq. ft.
Seepage Pit No_____________________ Diameter-------------------- Depth below inlet___e_lC _ Total Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Tesi Results Performed by.......................................................................... Date........................................
a
1 Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................
(14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
9 ....................................... ..............................................................................................................{......
0 Description of Soil........................................................................................................................................................................
x
U ----•---••••-••-••••--•----------•---•--••-----------•--•-----•--------------------•-------------•--•--------•--•---•-----•••---------------•-------------------•--•--------------...----....-••--------
w ___
tx)
Nature of Repairs or Alterations—Answer when applicable._.- �_._��:�'L___'4:....�-�_`Z___�._r�'�
----j-/�N-'K-- ..........�1 r' 1 -�%C.✓�T7 r2 r'`Jf•
/ .._ ................`•STT/N.�..........._..
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issu by the board of health.
Signed ...... .......... d ------------------ ------,-�----- gS.�
Date
Application.Approved By -------------------------------------....------------------------------------------------.-..--------._._..-------------------------------- ----------------------------------------
Do te
Application Disapproved for the following reasons- ---------- -------------------------------...----------.....-----------------------------._-----------------------------------
---------------------------------- --------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ----------------------------------------
Date
\r mit No. <`
-------- z Issued\
Date
- - �•��.�--�.—..=-.._.�--:--c_z.-.->....�.���,.�-:�a...��c�®o<ac.cz a-�:�-z..»_a�r.�-�:a....�w ..._�-:�,z�,:.���_.._ .,-r..,�m .r.. -�,._.__.__ _.��,�..
THE COMMONWEALTH OF MASSACHUSETTS r--
BOARD OF HEALTH
TOWN OF BARNSTABLE
(9E1Ctiftrate of C�amplianu
THIS IS TO CERTI� That the Individual Sewage Disposal System constructed ( ) or Repaired (D< )
by -----_.........................................;P 4;7_-G-.L Uri---------.---... �U Js" L-cJ.U.<��l
m.,tanet
at -----------------.---------------------------------------- .. r-,N�------.. e T` - '.......�'i 11�/i—�
has
h th6
pp p p --- --CO-_ 2......_._- dated - ode as described in
the beelicatSonlfored lDisc Disposal nce provisions Per of Tit ITLE 5 o he State Environmental C�7���
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE-... - 77 ...' ...`. C - - - Inspector .. -.... ,." !... ........ - - -
A—T
(THE COMMONWEALTH OF MASSACHUSETTS m�,� .-—_`U���
BOARD OF HEALTH
TOWN OF BARNSTABLE
No......................... FEE........._..
Ditipmal nrkii Tumtrurti.vn rrmit
r
Permission is hereby granted.........................� Q�.. ....?-?..-•....------------ I .........0 1<".. K1?'...1........
to Construct ( ) or Repair an Inndividua Sewage Dis osal System
-/--h----l--�---- _�'Lr , --�- -----------------------------------at No.................................................... F ' U�I1'4 .........
Street r� / ,
as shown on the application for Disposal Works Construction Permit No.-l-�__.�.7 Dated_- 44 7/i5
DATE Board of Health
FORM 36508 HOBBS A WARREN.INC..PUBLISHERS
it
LOCUS DATA - 28
PINE STREETsr Mq�H
CURRENT OWNER MAY INSTITUTE N ST
PINE STREET
PLAN REFERENCE 145-87 -- - - - - - - - - - - - - LOCUS
�. SIDEWALK
DEED REFERENCE 10220-232 - - - - -" - - - - - - - - -7L I i
� - - - - - - - - - - - - �IT�ILITY POLE
I�_ N 89'32'45" E 113.21�� I A=17.70' <
ZONING DISTRICT RB � o
52.3N ^� - - - - - - - - - -' 1 �` \ R=432.43'
FLOOD ZONE "C" LOCUS MAP
�� ^� EXISTING ( \O II NOT TO SCALE:
ASSESSORS MAP 248 �\ `t: PARKING 1', G� c�o 51.6
33.2' 1 13-0102
PARCEL 081 s -
OVERLAY DISTRICT ZONE it - WP _ - - - - - - I \� i �,`` OFAtq
\ �o� EDWARD tiG
LOT AREA 14,020t S.F. \\ I 0 A.
STONE N
. 2
SITE & SEWAGE , — C �NALL
REPAIR PLAN �� ,\ EXISTING 4
21 PINE STREET /\/ EXISTING BEDROOM BUILDING
J 'I'a.\ DRIVEWAY
��, GARAGE
H YA NNIS 4 \� �� BENCHMARK
CORNER OF BULKHEAD
N \ \ F� 3 ELEVATION 52.53
BARNSTABLE, MASS 14.3' o
RAMP` DEGk ` _ - —52 - 12.3' N
DATE: JANUARY 24, 2013
0.0' 1 �' EXISTING 1500
OWNER/APPLICANT: D.T.H. #2 OBS L�� GALLON SEPTIC
MAY INSTITUTE 1 TANK TO REMAIN
940 MAIN STREET O D.T.H. #1
� 0 Z�_-- � EXISTING D-BOX
SOUTH H AR WI CH --�_ TO BE REPLACED
WITH A D-B6
MA 02661 ���N 10oBs
SHEET 1 OF 2
50.4 �- 50.9 - _1 .2' EXISTING S.A.S. TO BE ABANDONED
PREPARED BY: UTILITY - AND OR REMOVED FROM SITE IN
E A S SURVEY, INC. Z _ POLE - -51 ACCORDANCE WITH TITLE V
u N 82'12'40'
141 RT. 6A w 71.57
. _ o
0 20 30 40
P . O. BOX 1729 N
N
SANDWICH , MA 02563 PROPOSED S.A.s.
6 ROWS OF 8 CHAMBERS
PH. (508) 888-3619 GRAPHIC SCALE:
CELL (508) 527-3600
1 INCH = 20 FEET
r
SYSTEM DESIGN
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
1 (2) OBSERVATION PORTS TO EXISTING DESIGN FLOW
TC = 52.34 FINISH GRADE GRADE / SCREW ON CAP 4 BEDROOMS AT 110 GPB/D 4AQ GPD
ELEV. 51.8 FINISH GRADE
TOP 51.03
ELEV. 51.4
/� //4,- GROUND ELEVATION 51.3 REQUIRED SEPTIC TANK
VV
2��
.3' OF COVER ___440 x_2 _ 880 GAL.
TOP ELEV 49.0 SEPTIC TANK PROVIDED = __1,3�Q_GAL.
EXISTING 4" PVC 13'CcS=0.065 9' �= 0.01
SCH 40 �-- - 4" PVC SCH 40
a' 2 MIN-3 MAX
�• INV.= EXISTING INV.= SIZE OF LEACHING FACILITY REQUIRED
: .1. 49.95 10"TEE 14"TEE INV.= N
�f..f. TO REMAIN INSTALL 49.787INV.=
DESIGN PERC RATE __ _ MIN./INCH
I-
5--7- GAS BAFFLE OUTLET LONG TERM APPL. RAE 9•_74-GPD/S.F.
rc 4'-61/2 (48) 34" x 48" x 12" CHAMBERS
OF Id 4'-1" LIQUID LEVEL 20 DB6 QUIK "4" INFILTRATORS
\(N Ass 48.93 INV.=48.67 > SIZE OF LEACHING SYSTEM PROVIDED:
0qINV.=48.76 6 ROWS 1N BED FORMAT x
go DA D G�, • 32.0' -I a 48.00 440 _ 0.74 SF/GPD = 596 S.F. MIN. REQ.
H e, 8 CHAMBERS 032' PER ROW OR c ao Lo USING 8 CHAMBERS IN 6 ROWS (48 UNITS)
No 211 EXISTING 1,500 GALLON SEPTIC TANK ELEV, 39.2
AND NO STONE AROUND
q p TO REMAIN
UIK "4" INFILTRATORS
F R� Q
�isTE OBSERVATION PORT
sANITAR\ CONSTRUCTION NOTES: / SCREW CAP 4.73 SF / LF X (6 x 32) = 908 S.F
13-0102 Z��I3 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND SAND FILL 908 x 0.74 G/SF = 672 GPD
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 672 GPD PROV > 440 GPO REQ.= 232 GPD RES.
WORK ON THE SITE.
SITE 8c SEWAGE 2• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT o
FROM
REPAIR PLAN 3. IEHICULLARS TOAITRAFFIC, PARKING OFSUCH DETERMINATION
VEHICLES AND OP AC NGAUTHORITY. 11
MATERIALS OVER THE IC TANK, DISTRIBUTION BOX AND
21 PINE STREET S.A.S. AREA IS PROHIBITED 2 83' 1 2.83' 1 2.83' 1 2.83' 1 2.83' 12.83' D.T.H. #1 D.T.H. #2
GENERAL NOTES: 16.98' (6 ROWS) DATE: 1-17-13 DATE: 1-17-13
H YANNIS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GROUND ELEV. 51.3 GROUND ELEV. 51.4
SIDE VIEW NO GROUNDWATER NO GROUNDWATER
IN TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE. I DATUM
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE A A
BARNSTABLE, MASS VERTICAL DATUM: LOAMY SANG LOAMY SAND
WITH Y REMAINING
ACCESSIBLE WITHIN 3 OF FINISH GRADE, WI AN E G
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 1 MSL± / BARNSTABLE GIS 10YR 3/3 12„ 10YR 3/3 8„
DATE: JANUARY 24, 2013 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 1 BENCH MARK USED:
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS B B
OTHERWISE SPECIFIED. CORNER OF BULKHEAD LOAMY SAND LOAMY SAND
OWNER/APPLICANT: 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION ELEVATION 52.53 10YR 5/6 10YR 5/6
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. EL. = 49.1 26" EL. = 49.4 24"
MAY INSTITUTE 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. INDICATES DEEP
940 MAIN STREET 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER DTH #1 ib TEST HOLE C-1 48" C-1
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.SOUTH H A R WI C H 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF COARSE SAND COARSE SAND '
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 10YR 6/6 10YR 6/6
MA 02661 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND INDICATES NO MOTTLING 10% GRAVEL 60„ 10% GRAVEL 66"
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. P-1 48" PERC TEST NO WEEPING C-2 C-2
SHEET 2 OF 2 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN C. MED. SAND C. MED. SAND
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE. � 2.5Y 7/4 2.5Y 7/4 144" INDICATES ADJ. GROUNDWATER
PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES NO G.WATER NO G.WAER
E A S SURVEY, INC. 10. THE OUTLET
BAFFLE,4 INCHES INRY TEE SHALL BE EQUIPPED DI METER AND CONSTRUCTEDTH A OF 4"GAS PVC NO OBS. GROUNDWATER 144" 146
ELEV = 39.3 ELEV = 39.2
141 R T. 6 A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND B.O.H. -
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE NO OBSERVED GROUNDWATER DON DESMARAIS
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL DEPTH TO BOTTOM OF HOLE 11.0' SOIL EVALUATOR
P. O. BOX 1729 BE LEVEL ED. STONE
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION VARIANCES REQUESTED BACKHOE OPERATOR.
SANDWICH , MA 02563 TO EAS SURVEY
AND APPROVAL. INC. FOR B.O.H. AND.DESIGN ENGINEERS REVIEW„ BRUCE (ELLIS BROTHERS)
4 NONE SOIL TYPE: 1
PH. (508) 888-3619 13. MAGNETIC TAPE ON ALL COMPONENTS. t PERC RATE: <2 MIN. PER INCH
f
CELL (508) 527-3600 LOADING RATE: 0_74 GAL/SF/MIN