HomeMy WebLinkAbout0038 BUCKINGHAM WAY - Health 3 8' Buckingham Way
Cotuit
A= 021-05
i
No. ll,�1 Fee 1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:.L�
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppIication for Vizpozar *pgtem Construction Permit
Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System 9 Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No
Assessor's Map/Parcel
OZ 1 - OS$
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ng1ll
j>AaSfi6VX 1�5X c-AV A-'f1 b-J 13 w. ufLcossf lit_fl R
Type of Building:
Dwelling No.of Bedrooms Lot Size , L/5 Z. sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 9W 3 3' gallons per day. Calculated daily flow YZS' gallons.
Plan Date -7_ 1) 61 Number of sheets 17- Revision Date
Title
Size of Septic Tank 1,tsm-, GANST1tJ Type of S.A.S. - 3
Description of Soil :53g:r, T f All.s 6l1 , .6rn
Nature of Repairs or Alterations(Answer when applicable) QLS:P AJ IZ, YAl L:ao PIT
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 Ti nviro ental Code and not system in operation until a Certifi-
cate of Compliance has bee by thi Board
ne Date
Application Approve Date
Application Disapproved for the following reasons
Permit No. ;goo i ---tv It- Date Issued 67
r J a T
No. tfl/� VO)V4.C.,� uc5 ' r a. • , Fee
THE COMMONWEALTH OF MASSACHUSETt. y, Entered in computer:
PUBLIC HEALTH_DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS # Yes
Zipprication for Oigogal 6pgtem Congtruction Permit
Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System 0Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
M Ak. , !Evan L
Assessor's Map/Parcel C o-T U T�-
Installer's Name,Address,and Tel.No. f Designer's Name,Address and Tel.No. NL
7A"ST6'(LZ 7_X C AV Ate\ b J !� W. C.i2 USSR- la-i) (gyp
SLY 1289 i:000Sfl')ALB
Type of Building:
Dwelling No.of Bedrooms Lot Size Z3, 1-15 Z sq.ft. , Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3 gallons per day. Calculated daily flow L_)Z S• gallons.
Plan Date >- 1)- 69 Number of sheets - Revision Date r
Title
Size of Septic Tank 1 � F;x N Type of S.A.S.
Description of Soil �7, 611 1 6 is
�d
Nature of Repairs or Alterations(Answer when applicable) (Z S. PAIR 7FA)tTn T>tiT
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewag6 disposal system
in accordance with the provisions of Titl -e thonvuonmental Code and not tmDlace_the system in operation until a Certifi-
cate of Compliance has bee �sae' by thi oard Ike
Sj, ne Date -
r. C
_, ,_. ate
Applicafiori Approved - -, ; _ .� � � - -
Application Disapproved for the following reasons
Permit No. "goo 9 1�:- Date Issued 7 �
——— -----------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( y(Repaired ( )Upgraded( )
Abandoned( )by ►PAST zmmk C.l�v 1, tctJ
at �A Le r����1\ has been constructed its/cc rdance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ' '� 'o��'dated / /05
Installer A'r,'fi o V �1 Designer �611�' ;Jz3'fLk-S
The issuance of t 's permit shall not be construed as a guarantee that the system will function as d signed. gg��,
Date ,7 �)�t Inspector (�N• 0 -
_. . -
No. ��l.aC.J� —�� ------------------------Fee 100
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS
lwizpogal *pgtem Congtruction Permit
Permission is hereby granted to Construct( r)�.Repair( )Upgrade( )Abandon( )
System located at `t' P.U IV_1- - , ,
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 its
Date: Z 1 G i Approved by
i
Town of Barnstable
Regulatory,Services
a � IThomas F. Geiler,Director
v Public Health Division
sue¢-r
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer&Designer Certification.Form
Date• 1�s�14g
Sewage Permit# 26157- Z 06 Assessor's Map\Parcel.
1�•e4-ems jVIC. Oi z
Designer: bylg A.-S hL Installer:
Address 1Z C Y-fPCVd P4 Address: (f,01 R" 1��1
On. `7- 09 ' �5�-en-� &CC.y`ea1 -was issued a permit to install a
(date) (installer)
CQ4-V:4-
septic system at 3 uC S 1`a�"` T_based on a design drawn by
(address)
Pt k-e/ Mc-C\,\I- ex L - dated Cl
(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.
I certify that_the septic system referenced above was installed with major changes (i.e.
greater than,l0'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.
�A OF M4,9,r�
PETER T.
McENTEE a
(Installer's Signature) o CIVIL
No'35109�0 Q ;
1
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE .PUBLIC HEALTH DIVISION. CERTIFICATE OF
COIVIPLIAN� WILL NOT BE.ISSUED UNTIL BOTH THIS FORM AND AS-BUILT .CARD ARE
RECEIVE-D'=BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK.YOU.
- n.
Q:Health/sgtic/Designer Certification Form 3-26-04.doc
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LOCATION: _ZZ9
VILLAGE:
LOT A. PERMIT#:
INSTALLER'S NAME:
INSTALLER'S PHONE# - n oo
LEACHING FACILITY: (type) size 0'ra
NO.OF BEDROOMS:
BUILDER OR OWNER1 °-� a �' Etc
�/ \
PERMIT DATE: 1
COMPLIANCE DATE:
DRAW DIAGRAM ON BACK
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD V HE TH
r.... ....
Application.!is Mhe e or a Permit to Construct or Repair an Individual Sewage Disposal
System at: vl�
Installer Address.
U —No. of Bedrooms 3 ----------------Expansion Attic Garbage Grinder
Design Flow 13'111i�7............ gallons per person per day. Total daily flow-------------
z Other Distribution box Dosing ta
A, )......
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TAIT= 5 of the State Sanitary C e— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be D e board of heAh.
Date
I Date
`
` ._---___
n"�Permit No ' oat"
'
^
No................._....... Fss... .... ..........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD O HEM► TH
............................
� ► 7kC2
Applira#ion for 3 wvatia1 Works. Tomitrnrtiun ramit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System
I. cxlG ..., !� '�� t 1
.... ..... . ...... ...... .._... --•.... .................. •------•------ --
t Location Addr s Q or
......................
Add ss
Installer Address
Type of Building Size Lo ......... ....Sq. fe t
U Dwelling—No. of Bedrooms.............................. ___________Expansion Attic ( ) Garbage Grinder (AQ
Other—T e of Building No. of persons............................ Showers — Cafeteria
P 1�' Other fixtures -----•••---- -----•-•----------------•---
---------------------
WDesign Flow ........ ____________ _ gallons per person per day. Total daily flow............ ........_............__gallons.
WSeptic Tank—Liquid ca.pacit} gallons Length................Width................ Diameter---------------- Depth................
Disposal Trench No..................... Width.................... Total Length....... ......... Total leaching area.........._---------sq. ft.
~� Seepage Pit No......../---------- Diameter.._._..; ...... Depth below inlet____ ___________ Total leaching arear?.&!�,;..sq. ft.
Z Other Distribution box ( ) Dosing ta �_••�`'� � � �•"� �d'� -
Percolation Test Results Performed by.......... ..................... Date__----- _
Test Pit No. I.................minutes per inch Depth of Test Pit.................... Depth to ground water_______________________.
(� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ••-•-•-•------ ••-- -- --•- ---------------•- --
O Description o^f�soil---- -- ----
V .--_.........[.f_�._!!g.__.`"" ..W:T-lr'ya^ .__. ..._• - - -.__ .......
__L'__•_ __ �. �... __ .�.�.^. .-.• N•• --___
..___. ___.-...
_______________________________________________________ ____ _.. .J____.___..____._.__............................................................................................
U Nature of Repairs or Alterations—Answer w en applicable.____________________--______-_____________-_-•___-_-•_-•-.....................................
A
Agreement
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary C e—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be e board Of IiGp4h. �,
igned_. _:.. ..._ --.e._... • .............. -- --•---.... ..........
bate
Application Approved.By..-•-• -; .....,
Date
Application Disapproved for the following reasons:•-------------•••--•------------•- --•-------•-----•••-----••-------•--------------------•---------...----
.............................--------•-.....---------•---------------------------------------------------•••--------------•----•••-----••-•-----------•-•---------•-------••--••---•----•-•--•----•---
r
Date
PermitNo..............................................k........ Issued.....................................................
Y; Date
THE COMMONWEALTH OF MASSACHUSETTS
N•
BOARD O HEALTH,
r' OF............ . ...� ..»........................................
...........�..... .. ...p
Trr#if iratr of Tomptianrr
T S I TO C RTIFY, That thndiviX
al wage Disposal System constructed ( or Repaired ( )
by = ----------p yS.�'i . _e.& ...
Installer
1"�'
has been installed in accordance with the pro visions of TI T 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Pe mit No........__.-------� J`____. dated .4:!"---g_'°. 1"'`.
w-_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
..
.... -................................... TORT.
DATE:-..---•--...--- - , , -------- Inspector----------------
Y SYSTEM WILL FUNCTION
THE COMMONWEALTH OF MASSACHUSETTS
w —; _BOARD OF HEALTH
i� 1........ .. �t � �.......OF......-....- 4!'�:P`i............................................... ""�� M. ,�•r/
ol�
FEE.... ..........
i rrrr fork nnirnr ion rani
Permission is hereby granted...... �}
to Const or Repair an Ind,,,iivldua ewageDIspos Syst
" `s6.
='
as shown on the application for Disposa ,Works Construction Per No.___ '~_
ed••--
W*
1!° Health ;
----------------
Board of
DATE•
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
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Town of Barnstable P# 3
Department of Regulatory Services
�„BE Public Health Division Date
1639. �e� 200 Main Street,Hyannis MA 02601
rev�,t 6
Date Scheduled a o Time I( ��'1 Fee Pd. l V 0 r� ��y°`'l ik
Soil Suitability Assessment for Se age isposal
Performed By: t Witnessed By: �°✓r � N
LO.�ATION & 0 NE', INFOR ATlO1N .
Location Address ?� Qv��Crry G� WA� OwnersName V��er
J ( a I�
Address I
Assessor's Map/Parcel: oa I d_5 Engineer's Name P2�e M C vlkt
NEW CONSTRUCTION REPAIR Telephone#
Land Use "�-S� Y�+ 1 Slopes(%) y'(o Surface Stones
Distances from Open Water Body ft Possible Wet Area �7 100 ft Drinking Water Well �Q ft
Drainage Way 7z�y ft Property Line — ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
f
Parent material(geologic) U� � Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: /V Weeping from Pit Face
Estimated Seasonal High,Groundwater 3 Z
DEUM- NATION FOR SEASONAL GH;WATVR,.TkBL-V
Method Used:
Depth Observed standing in obs.hole: In. Depth to Boil mottles: In.
Depth to weeping from side of obs.hole: In. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj,factor Adj,Groundwater Level
PE'RCOI,A'�' ON.' FST
Observation
` Hole# 2 Time at 9"
Depth of Pere l�2. 0 G.,ldVts Time at 6 .. _
i
t, Start Pre-soak Time @,,.° Q' Time(9%6")
End Pre-soak L l S ML
Rate Min./Inch Z
Site Suitability Assessment: Site Passed 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 inust first notify the
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC. `
DEEP OBSERVATION HOLE LOG
Depth from Hole# 1.
P Soil Horizon Sal Texture Soil Color Soil` Other
Surface(in.) (USDA) (Munsell) Mottling
g (Structure,Stones;Boulders.
Consistenc '%Gravel) .
6 t_Sti y yL�j3
♦ f1
DEEP OBSERVATION HOLL LOG Hole#? e
Depth from Soil Horizon Soil Texture Soil Color o
' Surface(in.) Soil Other `
' (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistency,%Gravel)
Q VS j6\I1Ei4
$• 2,� 6v s t o- > ,DEEP OBSERVATION HOLE LOG ,
Depth from Soil Horizon Soil Texture Soil Color oil Other
#
Surface(in:) Soil ,
•
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
r•
DEED'OBSERVATION HOLE LOG
Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other `
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C
o " Cons iste c Gr v 1
u o
o
U
a
. it • 9
Flood Insurance Rate.Mao: a
Above 500 year flood boundary No_ Yes
Within 500 year boundary . No= Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occtirrine 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? I •>• �, a
If not,what is the depth of naturally occurring pervious material? v'
+ r
Certification
I certify that on 11 `0 S (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 310 CMR 15.017.
Signature Date
Q:\SEPTIC�PERCFORM.DOC
"`\
LOVCATION SEWAGE PERMIT NO.
VILLAGE
INSTALLER'S NAME & ADDRESS
6to 3
BUILDER OR OWNER
DATE PERMIT ISSUED .-� 9_ ��
DATE COMPLIANCE ISSUED_ r
i
l
3
a
b
V
: e
LEGEND N
Benchmark Set --100 --. EXISTING CONTOUR
OUTSIDE COR. BULKHEAD 1 x 100.98 EXISTING SPOT GRADE
EL.= 101.03 (Assumed) N $8•39'40 W x 99:40 • N S8 U UNDERGROUND WIRES
��
g F
Nr - 131.79 -�`��g o S 06 40•• w W EXISTING WATER SERVICE a LOCUS
r'93,91 j-�x ,98,45 . Q .399, �`
x EXISTING LEACH PIT i x. 100, Q TEST PIT _ s�cwoy
CLEARING i °
EpGE OF TP-2 TO BE PUMPED, FILLED W/ II BENCHMARK a 3g
; SAND & ABANDONEDJ l\ - a °°rn
I I EXISTING SEPTIC TANK
TP-1 TOP OF TANK, EL.=98.77 y %oySe
�.• .--.- ---i INV,(OUT), EL.=97.44t x 1C 3.78 t r~~O
rQ ..0: x ,55
s, x' 99,86 LOCUS MAP
r
N Iw FIRED ACE i' NOT TO SCALE
9
x' 4,34 IIra <y 97,02 i 99,33���\ �� 100.66 N GENERAL NOTES:
I1, '� ��� �� �2F \� x 99.54 2s �/ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
1 ,a '•:'� / �- 100,3 ��i' <i9 �`�\ /'` BOARD OF HEALTH AND THE DESIGN ENGINEER.
^' '� ✓ 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
1.51
d� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
27' �_ �12.2� i " x 100,52 N LOCAL RULES AND REGULATIONS.
I 3 i� �- 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
I. ENCLOSED
PATIO x,100.75 x 1 0,35 O TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
94,5.3 x L9 J --� DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Z I 'x 100,88 `' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO ,THE DESIGN
O (` ENGINEER BEFORE CONSTRUCTION CONTINUES.
S� I I �: LIJ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ,cp. cp ,. EX/STING - a _
I iY: 6. THE DESIGN'ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
o� `
__ HOUSE (#38) M 00 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
X• 95,1" } HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION'
l TOF=1O1.95f
GARAGE x O 7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
— 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
100,68
x 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
a' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
99,93 101k,64 �' DIRECTED BY THE APPROVING AUTHORITIES.
` I. 1,6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
:A I X 97�1 x 101-09 10 ,87 THE LOCATION OF 'ALL UNDERGROUND' UTILITIES; PRIOR TO BEGINNING
t i \ \\\ x 100.87 x CONSTRUCTION.
�\ �\\ a i 100,88
1 1. WHERE'REQUIRED, CONTRACTOR SHALL' REMOVE ALL UNSUITABLE SOILS
1 Q IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
I \�� LOT 59 j REPLACE,WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
_ I Q x '1OL49 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
I �O �\ 23,45�� 'Sf•F � � O INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
Map 2�l r 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
!,Y �� x 1 0,52 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.OFM ,x 9 64 ; ,, Parcel J��B�,; . • •.
ASS I 6 x 100,51 OWNER OF RECORD
Q q� -
o� PETERx�7,80 •_ \ DULAK, PETER C & KARL. M
MCENTEE N �\ I J I \��— L=138.37' x 99.5��6�` COTU TC MAGHAM 02635AY
U civil10 '�, ; R=198.22' x 101,63
a 35 9 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
M\' -
F 95,99 SIDEWALK 1 38 BUCKINGHAM WAY, COTUIT, MA
0 AL x 8 ``-- 98 88 edge of pavement \� ��•
99,8�3_
97 74���� Prepared for: Pastore Excavation, P.O. Box 1289, Forestdale, MA 02644
-71�� �rGG,49 Engineering by SCALE DRAWN JOB. NO.
96,30 BUCKINC�'HAM WA Y x 101,53 Engineering Works, Inc. DATE=20' P.T.M. 165-09
00 100,93 - 12 West Crossfield Road, Forestdale, MA 02644 CHECKED SHEET N0.
(508) 477-5313 7/11/09 P.T.M. 1 Of 2
i
} i e
NOTE:, TO.PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:94.0 `
FORI A DISTANCE OF 15' AROUND THE r
I' PERIMETER OF THE S.A.S. (3) 5" DIA.OUTLETS
SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & INSTALL RISER & COVER OVER ONE CHAMBER,AND 15.5" 16",1 2"
96.0-97.Ot(MAX.)•
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS -INSPECTION PORT
EL- ., . �.: .. • ..,. •...•
F.G. ,
EXISTING � F.G. EL.=99.5t � F.G. EL: 97.0t .� - '• '� ', - '
12„
r 15.5"
3 Y
® 5=1% (MIN.) ® S=1%i(MIN:) 2" LAYER OF 1/8" TO 1/2" 6..
4"SCH40 PVC 4"SCH40 PVC r P
6,. DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC 2..
o•y
14" - 8"
EXISTING 48" LIQUID _ 7 - -3/4" TO 1-1/2• DOUBLE H-10' LOADING
LEVEL INVINV.7 95t17 INV.=95.00 *49
5' WASHED STONE D-BOX
GASH n
PROPOSED D-BOX
3 OUTLETS (MIN.) INV.=93.50 N.T.S.
SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.=94.3 '
GRADE ON A MECHANICALLY COMPACTED Six BREAKOUT ELEV.=94.00 4
INCH CRUSHED STONE BASE, AS SPECIFIED IN INV. ELEV.=93.50 ®a®a ' ®®®® C ®®®
310 CMR 15.221(2). eases eases ®®®®®® ® ® ®®® 33
2) INSTALL INLET & OUTLET TEES AS REQUIRED. aaaa eases - "
BOTTOM ELEV.=91.50 owl- N ; ®®®®®® ® ®®®Ea
3) GAS BAFFLE TO.BE INSTALLED ON -0UTLET TEE 3.5' 3 X 8.5'=25.5" 3.5' ®�®®®® ® ®®®
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 32.5' Z
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE T.P. EXCAVATION OR G.W.
INVERTS PRIOR TO INSTALLATION.. LEACHING SYSTEM SECTION`, "
-5) MAXIMUM COVER OVER SEPTIC TANK, 'D-BOX'& S.A.S. NO GROUNDWATER, EL.=86.0 � 102"'
SHALL BE 36",
SEPTIC SYSTEM PROFILE
N.T.S. 4" KNOCKOUT
SOIL LOG 20" DIA. COVER
DESIGN CRITERIA DATE: JUNE 25, 2009 (REF#12,633) 4" KNOCKOUT 4" KNOCKOUT 62"
SOIL EVALUATOR: PETER McENTEE PE, SE (SE#1542)
NUMBER OF BEDROOMS: 3 BEDROOMS. •, WITNESS: STANTONa_DAVID STANTO R.S.
• , . . . , HEALTH AGENT ,
SOIL TEXTURAL CLASS: CLASS I ELEV. TP- 1 DEPTH. ELEV. TP-2 DEPTH L 4" KNOCKOUT
DESIGN PERCOLATION RATE: <2 MIN/IN 11
97.0 q 0 I 98.3 q 0
DAILY FLOW: 330 G.P.D. LOAMY SAND LOAMY SAND J
DESIGN FLOW: 330 G.P.D. 96.3 10YR 4/2 .8" 97.6 10YR 4/2
8"
GARBAGE GRINDER: NO BLOAMY SAND BLOAMY SAND 500 GALLON CAPACITY, `H-10 'LOADING ;
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 1OYR 5/8 1OYR 5/8
94.5 30°,; 96.0 28 CHAMBERS
LEACHING AREA REQUIRED: (330) = 445.9 S.F. Cl" C1
.74 PERC N.T.S.
42"/54"
USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC "SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES IVIED, SAND MED. SAND 3$ BUCKINGHAM WAY, COTUIT, MA
SIDEWALL AREA: 2(12.2' + 32.5') X 2 = 178.8 S.F. 2.5Y 6/4 2.5Y 6/4
r: Pastore Excavation, P.O. Box 1289, Forestdale, MA 02644
BOTTOM AREA: 12.2' x 32.5' = 396.5 S.F. Prepared fo
TOTAL AREA:..............................................................576.3 S.F. 86.0 132" 87.3 .132 Engineering by:' SCALE DRAWN JOB. NO.
" Engineering Works, Inc. NTS P.T.M. 165-09
DESIGN FLOW PROVIDED: 0.74(576.3) = 425.7 G.P.D. = PERC RATE <2 .MIN/IN. ("C" HORIZON) 12 West Crossfield Rood, Forestdale, MA 02644 DATE CHECKED SHEET NO.
NO GROUNDWATER ENCOUNTERED (508) 477-5313 7/11/09 P.T.M. 2 of 2