HomeMy WebLinkAbout0426 LINCOLN ROAD EXTENSION - Health 426 Lincoln Road Ext.
Hyannis
A= 271 - 032.003
e a
ti
TOWN OF BARNSTABLE
LOCATION 42,c, L;woj j 14) SEWAGE# 0,O'y-W6S
VILLAGE l,}y�IS ASSESSOR'S MAP&PARCEL 171
INSTALLER'S NAME&PHONE NO- t,S&
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) W® GLal (size) �-
NO. OF BEDROOMS 3
OWNER_A 61e
PERMIT DATE: 12-E5-( `{ COMPLIANCE DATE: k2,- 1k' t LI
Separation Distance Between the: - Ct-f- ter
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility a�ffc 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 leachingfacility) Feet
FURNISHED B Y�
O it,x
I__I-----
N
G�
'qu
a
.O( �. N O , • , f l�
No. Fee 1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION v TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for disposal *pstem ConstrULtion permit
Application for a Permit to Construct( ) Repair(1<Upgrade{ ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. yzG L.i—c.oJM Rd oz Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel a,71 - 3 I — 'zj iDe 1 C&N Y
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
WI- try y j
Type of Building:
Dwelling No.of Bedrooms J Lot Size ,{ sq.ft. Garbage Grinder( )
Other Type of Building 1"e5/()ejh J No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) IS 3 U gpd Design flow provided 3 y,6, 7 gpd
Plan Date / y�` Number of sheets Z Revision Date
Title
Size of Septic Tank TypeofS.A.S. 2 5-00 yG-!/'y^/ G1Ci- 10Y,-.i �•2•b'�1`ZS Z-
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) I M Ile,-,
a A/ r v.J I✓ s f✓1 V ri 0 �s �0 ox '
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 / Jy
Application Approved by Date _ /�-
Application Disapproved by Date
for the following reasons
Permit No. — Date Issued
04
No. + Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWWOF BARNSTABLE, MASSACHUSETTS
Zippliratlon for Disposal 6pstenl Construrtion Permit
Application for a Permit to Construct( ) Repair(✓�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. //2 G L—r-c l nn Rd < Owner's Name,Address,and Tel.No.
Assessor's Ma /Parcel
j�#
. P ,a�� 3 �- 3
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Dt>.7,1c-c. A %R� c
aU - -�'3'-/ SO -q77 -S"3/
Type of Building:
Dwelling No.of Bedrooms J Lot Size P�: 7 M q.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
{ Design Flow(min.required) 3 3 U gpd Design flow provided 3,Y j3, 7 gpd
}1 Plan Date / 2// /` / Number of sheets -2— Revision Date
Title
Size of Septic Tank Type of S.A.S. 1 SG d y y/4".) G Gib r/f
Description of Soil
i
Nature of Repairs or Alterations(Answer when applicable) t n1 S*c, ;X, <;-Gca a r. ��� r���.�.,�Y/s cv✓c�
a n/ «J f7�S►✓� �jv> ic a LOOx
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
Application Approved by Date'
Application Disapproved by Date
for the following reasons
Date Issue Permit No. L d ��!
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�Upgraded( )
Abandoned( )byTO A�1 O, 1 A s 1 ry C
at %t il. I A has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No,;61y Ll 6 b dated
Installer r c S A Bo w nl -i:-NC Designer'f,%c j N t r t LJ
1 p
#bedrooms 3 + Approved designflow / /y gpd
The issuance of this permMshl ot be colnsst ed as a guarantee that the system ill of o. d desiignedd 0 U
Date ' J 1 Inspector VA I l
---------------------------------------------------------------------------------------------------- (---------------
No. go — '� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS
Disposal *pstPI Construction Permit
Permission is hereby granted to Construct( ) Repair(,/) Upgrade( ) Abandon( )
System located at H 2 u 1 N IZ c� a Y C i ti 5
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 ) �. —�y Approved by
Town Of Barnstable �^
f
-of I"E'O� Regulatory Services '
yP 4'p�
Richard V. Scali, Interim Director
RARNSrAMAM. * Public Health Division
59. a Thomas McKean, Director
200 Main Street,Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: /�1 l�1 f Sewage Permit# / - Assessor's Map\Parcel 2,7 1 -
Designer- ix�enn�s aA,e�/c.t [n c Installer;
Address: 1 rlc�e Address: ��• ��
—U0 2j 2
On d2—d�,�d `� �l�'
v� y L was issued a permit to install a
(date) (installer)
sep ticsY stem at based on a design drawn by
address
PP,1Y1'tc&,,d-e e s: dated J 2'� 1 1 y (29-cr I Z 1,0 C y
(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. Strip out (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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliarcw�th the terms of
the IAA approval letters (if applicable) , h��i C1;•('46' ��r
PETER T.
McENTEE
ttalle-T's Signature) Clt'1t.
35109
(Designer's Signature) ix Designer's )
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BAlUNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:1Septic\Designer Certification Form Rev 8-14-13.doc
c
of
Town of Barnstable P#_
Department of Regulatory Services
a�war�nre Public'Health Division DKAnate S1 y
�A 163. 6$ 200 Main Street,Hyannis MA 02601 -
4
Date Scheduled - Time w � e Fee PdA ► rf U.OU
Soil Suitability Assessment for Sew. ge Dis, osal
Q
Performed By: 1 kr�< - r'e-e SE# I.S�( Z Witnessed By: V t K)
LOCATION & GENERAL INFORMATION
Location Address y Z eV L n CQ/,1 �l f -Fie i-en sr.".,Owner's Name D.I g n 2 S v
/44 ot rirt Lf Address `i 26 L cvica/H r?--1 EX 4--
Assessor's Map/Parcel: 'Z'71 _G 3 2 00_3 /4V 4nr is
Engineer's Name
?�J-e✓-M ct nl-e,-t
NEW CONSTRRUCTION REPAIR Telephone# So T
Land Use AQ S—~] ,��p-.t Q-k Slopes(30) 2- Surface Stones Now' t
Distances from: Open Water Body 3,--0 ft possible Wet Area CIA- ft Drinking Water Well 7,�Oft
Draihage Way NfA— ft Property Line C1641_ft Other ft
SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands frtzr,oximity to li l
--, 0 '
�K�
I v �
- - -:
IV
ylr '
�-r
4 bNCaLN 12F 1�< r�US(aAj
Parent material(geologic) U�-t/,Ay Depth to Bedrock "lid A-—
Depth to Groundwater. Standing Water in Hole: �G�'�. Weeping from Pit Pace
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs,hole: in, Depth to still mottles:
Depth to%V"ping from side of obs,h:,iA: ir. Qoun"%,awr Adjustment �� ..� ft.
Index Weil# Reading Date: Index Well level-- Adj,factor„- Adj.Oroundwater Level
, ,o
Observation PERCOLATION TEST bate, Timeamo,_
Hole# 'F—�S� f Time at 9"
Depth of Perc ' 7-83 Time at 6"
Start Pre-soak Time @ , Z`rA C'�/ td-r- q ima(9"-611) _
End Pre-soak tJ
Rate Min./Inch. L' l S �,v\1`S l S Tf'�►�C"-��T'{� (tj
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 must first notify the
Barnstable Conservation Division at least onei(1) week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency,
AIF— ---
IS A
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA)' (Munsell) Mottling (Structure,Stones,Boulders,
e, Consistency.% ra
��- LQ `-112
r. DEEP OBSERVATION HOLE LOG Hole#
Depth from 4' • Soil Horizon ' Soil Texture 'Soil Color Soil Other
F' Mottling (Structure,Stones,Boulders.
Surface(in.) (USDA) (Munsell)
Consistency, o e
L 1
. i
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture !Soil Color soil Mottling (Structure,Stones;Boulders,
Surface(in.) ( her
USDA) (Munsell) g
Flood Insurance Rate Man:
Above 500 year flood boundary Noe Yes
Within 500 year boundary No R�l Yes
Within 100 year flood boundary NoA Yes
Depth 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? —
If not, what is the depth of naturally occurring pervious material? --
Certification
I certify that on Q�(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.
Signature
.- Date
I
Q:\RPTIC�PERCFORM.DOC
OCAT !®Id , SEWV E PERMIT NO.
k! I,or �-iA cOu., ro E)(T.
V I L L A G E
� 61LI/VI S ?�Z 1- 2- 003 ppj
I N S T A LLER'S NAME & ADDRESS loJ1�j'(
V E T 09 ltio 164
B U I L D E R OR OWNER
�U..i1-T"
DATE PERMIT ISSUED ;2, 13
o
® AT E C.OMPLIANC.E ISSUED
rtt
e7"
e
�Alp
i
j
No93Psy:.._ Yuic .�6..............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
f j .....
OF.................................................. .................................
�32' Appliratiou for Uhiposal Works Tomitrurfiuia ramit
ll� Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
<
�. .............. �C-OJT.. ...--•----------............_..---•------------------........-----
Location Address or Lot No.
�.... �1�/�Ida t ........................................ r/ ..... ----------------------
Owner Add s
-------- ....................................
Installer Address
4 Type of Building Size Lot-<57 ......Sq. feet
Dwelling—No. of Bedrooms------\3...............................Expansion Attic ( ) Garbage Grinder ( )
`4 Other—T e of Building No. of persons_____________________•..---- Showers — Cafeteria
Q, Other fixtures --------------- --------------- - -- - --
WDesign Flow.............3c_?.0_________________gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity/6e4gallons Length-------------_ Width................ Diameter...-..------_..- Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
3 Seepage Pit No--------K....------ Diameter....... Depth below inlet____________________ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed b , c i . _____________________ ......... Date . 2__
,aa Test Pit No. Ic._ -----minutes per inch Depth of Test Pit____________________ Depth to ground water_.--_-------------------
LL, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-..-_-----------__---.-.
P4 ---------•-•--------------------••----------•---•••--•-•--------------•-=---------------------------.........................................................
0 Description of Soil.e-'9M-r-----doo�: � toe
x -La-f -
U _
W
VNature of Repairs or Alterations—Answer when applicable.
---------------------------------•-•-----------------------•------------------------.......----------------------------------...--------------------------------------------------------------.......••.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITI U 5 of the State Sani>bee *
—The undersi ed further agrees not to place the system in
operation until a Certificate of Compliance had by the bo of health.
Si ed
;Z
ApplicationApproved B.---- ---••--------•---------------•---•------------------ ------------------•-------- ----•-----� -------- -------_--•
Date'
Application Disappro d or the following reasons--------------------------------------------------------------------------------•--------------------.....-•----
---------------•--••...•-------•-----------••--•---•---------•---•--•-••-------------....--•---•--•-...._----------------------•---•--•••----•--•••---------•-----•------------------------•------------
Date
PermitNo......................................................... Issued_.......................................................
Date
Nog.Al... ....... ...............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................OF.....................I...............I...................................................
Allpfiratillu for Dispasal Works Tontitrurtion Vamit
Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal
System at:
�.......................... ........ ............................................................................
Location-Add,ess or Lot No
0
..........
. .. ....... .............................
------------------------------------------
Owner Ad s
--------464WI;------------------------------------ ........ ------ -------------------------------------------
Installer Address
U Type of Building Size Loe.'O_ ......Sq. feet Dwelling—No. of Bedrooms.........3...............................Expansion Attic Garbage Grinder Pk Other—Type of Building ............................ No. of persons............................ Showers Cafeteria
Otherfixtures ......................................................................................................................................................
Design Flow...........aaO.................gallons per person per day. Total daily flow....... .............gallons.
------------------------04 Septic Tank—Liquid capacit/6L'Ogallons Length................ Width___............_ Diameter__._________-__- Depth_._.......__._..
Disposal Trench—No..................... Width................._.. Total Length......_......._..... Total leaching area........._.........sq. ft.
Seepage Pit No........K......... Diameter......46........ Depth below inlet.................... Total leaching area..................sq. f t.
Z Other Distribution box Dosing tank
Percolation Test Results Performed by.-__-&C,$�__ .................................... Date.e!�"2".& ................
Test Pit No. 1`5_.Z. -----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____._..............___.
..........................I--------*--------------*---------*..............------------------------------------------------------------- -----------
�000 - V 0 Description of Soili;Z4�. ^. e.. ..S.444 �?
M... Ad�Q
--- --------
U ....................................................................................................... ...............................................................
W
------------------------------------------------------------------------------------------------------------------------------------..................................................................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
..................................................................................................... ..................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TLITIS 5 of the State Sanitary Code—The undersi ed further agrees not to place the system in
a c' "operation until a Certificate of Compliance, has beepsud by the bo of health.
Sied... .. .... .......... .... .. ... ................................. A9...... .....I.. ....
..................
Application Approved B:'- ..... ............................................... ........................... ........................................
Date
Application Disapprov r the following reasons:................................................................................................................
...........................................................................................................................I............................................................I...............
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF, HEALTH
..........................................OF.....................................................................................
(Intifiratr of Toutpliaurr
T A�I , . ,_ ERT1FY, That the Individual Sewage Disposal System constructed or Repaired
bT---------
.... .... ................................................
Mtaller
2_7
at. ..... .......... ....... ..................... ... .............I.............................................................. ..... ------------------------
has been installed in accordance with the pro sions of TLITI.E. 5 of The State Sanitary o asle5ribed in the
I The State S
------- --- ------
- � 11 ani a
ro sions 0 "1 t ry 0
a............................ t
Permit No-----
al Works Construction dated--... ---- ----6n...........................application for Disposal �i 1,
THE ISSU NCE?F THIS CERTIFICATE SHALL NOT BE CONSTRUE GUARANTEE THAT THE
TIC
SYSTEM W17FIU ON SATISFACTORY.
...... ....... ...........................
DATE,K/2-1. ..i�.................................................. Inspector........ ........................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
................... .......................OF..",."..,....................11.1........ ......................
N .. . ..... FEE---=...................
uhlvasa.� wls Tonarudion "antit
Permission�isjjereby granted.......14
to Construct('-'NW or Repair ( )-e-OnT Indio' aI Se � g 1X'spos No.a ----- ....------------------ -------------t: ... ...........0Z....... ....... ............. ....... .I ........ ...................
.401 7 Street
as shown on the a licati n for Disposal Works Construction Permit No............. ted... .......... ............................
.................................... ................................................................
(Board of Health
DATE..... 3............................... ................
FORM 1255 HOBBS & WARREN. INC., PUBLISHERS
f LOCATION L-`y j 3 L . .L�ro f J�-c! �X Lf". _ NO.F/," Cs
VILLAGE M Gt ,
DATE Ll) �3
APPLICANT T l S chi t _« - FEE`XZ S
' ADDRESS ;w ti _ k ', •� - TELEPHONE NO �. (Non-refundable
„ r,' t..
,ENGINEER - "TELE HONE NO.£�3" S%'2 %d
DATE SCHEDULED,: z 3 t`' z'
/ - --signature) -�
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s-s.i. n ..yr r,_-s.+ y.w s^E. -ram rww�rn-i � s..s4.'�• »..a'�.-"'•S r<���..,.�^� 1{-".r' '•`ay....'""' .a:•. .
rLa.*.• € ej"' '` :`� Yw` ,' •x:.. y .�=� r� �� z � vr-< � _ `^'s ,,.',V �` � y"�A,ft" �4 `�,—--.ice..
SUB=DIVISION .NAME s � �` ,, •�..�-' � ,�: ..� r"' .�;`.: ;�• ADATE .E/-/ -7 �03 � .-_ � TIME / � .'�a'.`o -
EXPANSION AREA; YESyg/NO _ — �t
a, ' �:' .r Q 9 = ENGINEER -
TOWN WATER;✓PRIVATE WELL ® h S•otc0l - <°" BOARD w OF .HEALT
- r V EXCAVATOR
- - --
-=SKETCH: Street name etc• ..dimensions of�lot -exact-_location_=of nest holes and
a ercolation tests 'locate ,wetlands - in roximi.t to tes_ •,hdles)� -
P P Y -
M L - NOTES .
i 4-0
r
._60-C -- ---- - -
• PERCOLATION RATE: Z m c^/I/✓
TEST HOLE NO: J.  ELEVATION: =_ ---TEST HOLE NO: Z - ELEVATION:
I,: �;... ll
2 .S vb 2
3 / 3 S .., 5
4 / 4 -
6
6 �� 9 r�o��t 1
.� 7
8
10 10
12 12
13 13
14 14
15 15 -
16 16-
SUITABLE FOR SUB-SURFACE SEWAGE . LEACHING FIELD__LEACHING ITS l�
• 'LEACHING TRENCHES
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON ERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH
COPY: RETAINED BY APPL'ICANT
r i
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rl ' P /.576
S,yor�77 �� .
;oQQ Q 00 725 S7- �L. 57$ -4EG.sai
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! six o�i r` �� 0 `'vim � lacy°%� �,, �,
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1444s.8 46.3
,(0 40 ����J DS.Tr 69 t NO LVA7Z�Z
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EXis�7 G INV>rR'r GALLON , Irk SG.RT '` 1 PIT SA t- E
s7,o I C PACIT 4M�� I s�.sc 4" PIA. o 77
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vFE �,f+�.> ! S: s" ,c►tt o
(SEPTA G AN K INRT PIP r / "��
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NO GARS�E GRit PSK _ . Irl > a 4 4. o i71
• C mA9Ql-A7flQ S
5>GPTI G SYSTEM CON sTR UC?1oN -
S�{ALL CONFORM ->io `rHE MAs&.
a %jlFzoNMENTAL CODE TITLE-x 330 �' '.,?�
6RoARo o�N�At�T�-t� �tECaU1.A?lorJSD�51G IJ F1-OVA/ =�-- —
';► ` 4 r na L EA GN 1 N�a RATE. G? n�tl�v�In/CH
SEPT{G'fANK, DISTRI,ekiTioN Doll t, R�Q't�. LFAGt-�. GA�QAG11Y33J 3�'D_,
AND l-EAGN IN0 PIT -r0 Be or
REl IjF'oAc.r'-v GoNGRE:T'E .
JNUW . CoNc.�t�E �Ti�NcA'M 30=P % �RoPo �p LE�LF��+P�c1T�
�� ST�t. 'j 20000 951 . s S.s iA + , r5
H 10 LDAOIfU
pRj,-Js nlAy rlol- To DE LOGA-MV
ov est W'rprem c1N L sevs 1. 20 >
9Ee.v1 CAN LOAPIW4v UroFi oSLT Iq
f� LA
ALL F)Mq-ro 13e WATEgTCa NT'
ST�A/1 >�t t 8A55 f REFER OA14t-S�RiW C vCEvs
sy -ro a rl
-CEE`5 : CA�f 1� M V%S-C45"f /2"/�s R . sTA,J- 2 0, 1983 PLO$
DA� .
ENGINEERING
DESIGNING
0 o BUILDING
——— -- --- — — — n np r INC.
NEALT" A639-C' APP90VAL. Lo
DENNIS, MASS. 385o"'031
. j
EXISTING SEPTIC TANK I LEGEND N
TOP OF TANK, EL.=100.78 EXISTING LEACH PITS J
INV.(OUT)=99.45t CONTRACTOR SHALL PUMP, - 98 -- EXISTING CONTOUR r
N 13'41'00" E (C
FILL WITH SAND & ABANDON x 100.98 EXISTING SPOT GRADE m
100.00' W EXISTING WATER SERVICE .y
---e.H. W- - OVERHEAD WIRES
BENCHMARK
100.81 -fe e 101.05 1z 3
L T.. OUTSIDE COR. TEST PIT 8 g
10 1.31 X x BOTTOM STEP BENCHMARK r Y °
/ w EL.=102.32 S m
CONC. SLAB F a
(APROX.)I STORAGE �+ LOCUS ROUTE
OLD TP
101.06 .(. . . . . . . 0. 1 101, ° o
_ 25--- Q I Q
10112' 1,4 3
-JiF P. S.A.S.;'� 100,97 1
o
NTH o
LOCUS MAP
~t
19' ''-�-:- , x NOT TO SCALE
1 P;=
' .:: P 7g
GENERAL NOTES:
B 369
101.24
p P 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
I orn
O
x101,44 N - •62'
,
BO
ARD OF HEALTH AND THE
DESIGN ENGINEER.
2Oo ALL WORK AND MATERIALS SHALL CONFORMM TO
E REQU
IREMENTS
NT S
0 rn OF
THE STATE ENVIRONMENTAL CODE TITLE V AND ANY
Y APPLICABLE
p DECK rn x 01.07 LOCAL RULES AND REGULATIONS.
t` 101,66 10 ,56 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
Z ' ATO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
x 101.39 : :DRIVEWAY.- . :..:. I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
101,12 /EX/ST/NG ENGINEER BEFORE CONSTRUCTION CONTINUES.
HOUSE 426 ; :.;�...� :�:•:::�..,..:: - ::;:• `.;::°: a
101.97:>;. . ;.: , .`. . : 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
T.O.F.=f02.76t 6 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
101,80: j THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
/ 101,94 x11 x 101,8 7. WATER SUPPLIED BY TOWN WATER SERVICE.
rl
x 00.96 fence WALK 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
�. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
x 101,11 _ x 101.29 DIRECTED BY THE APPROVING AUTHORITIES.
o 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
��� LOT 3 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
0 15 750tSF 0,88 / CONSTRUCTION.
v MBL 271 -32-3 I PLAN REVEISION - 12/10/14 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
" S.A.S. LOCATION IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
100.42 101,06 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
/ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
x 100.61 0 00� x � INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
100.9r S 13.41 OO W IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
100,
� 100.24 OF MqS
s'`t, PROPOSED SEPTIC SYSTEM UPGRADE PLAN
I o PETER T.
100.52 100.16 edge of pavement 100.00 99.79 i McENTEE N
426 LINCOLN ROAD EXTENSION, HYANNIS, MA
k CIVIL
t o. 35109 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD On RF/S1ER�� �`� Engineering by: SCALE DRAWN Joe. No.
DELANE, SUZANNE LINCOLN ROAD EXT. � FS h `a�` Engineering Works, Inc. 1"=20' P.T.M. 217-14
426 LINCOLN RD EXT. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No.
HYANNIS, MA 02601 (508) 477-5313 12/1/14 P.T.M. 1 of 2
1 ,
I, NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:97.5
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET
PERIMETER OF THE S.A.S.
AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S. I--25'--I
PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" _
INSTALL WATERTIGHT RISER & OF FINISH GRADE i FOR INSPECTION PURPOSES T
T.O.F.=102.76t COVER SET TO 6" OF GRADE ) 00
f F.G. EL.=101.5f F.G. EL.=101.8t F.G. EL.=101.1 f F.G. EL.=100.1 t N PROP. S.A.S. I
fMAINTAIN 2%';GRADE (MIN.) OVER S.A.S.
L �9 `SO
® S=1% (MIN.) ® S=1% (MIN.)
6 - 4"SCH40 PVC 4"SCH40 PVC rl a� 63 A
ri
�• 2 1
10" as $ as C�
14" 8' eaaaaea
EXISTING 48" LIQUID aaaaaaa K
LEVEL ADD TEFF�ECTIVE
4.8' 4'
G BAFFLE INV.=98.37 PROPOSED INV.=98.2
INV.=99.45t D-BOX WIDTH_= 12.8'
EXISTING INV.=97.00 IBACK OF HOUSE
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
TOP CONC. ELEV.=97.8t
BREAKOUT ELEV.=97.5 seas SEPTIC LAYOUT
NOTES: INV. ELEV.=97.00 seas
eases aaBaa
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE ease aaaaa
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.00
4' 2 X 8.5'=17.0' 4'
4' MIN. OF NATURALLY OCCURRING
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE EFFECTIVE LENGTH = 25.0'
PERVIOUS MATERIAL
STONE
A MECHANICALLY COMPACTED SIX INCH CRUSHED 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION FEO ®® ® ®®
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). E- ®®®® ® ®®®® 33"3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=91.0 - w ®®®® ® ®®®4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON NO G.W., EL.=87 (OLD TP) 3/4" TO 1-1/2" DOUBLE CV > ®
OUTLET TEE AND REPLACE IF NECESSARY, WASHED STONE ?
I
3" LAYER OF 1/8" TO 1/2"
DOUBLE WASHED STONE 102"
SEPTIC SYSTEM PROFILE
OR APPROVED FILTER FABRIC)
4" KNOCKOUT
DESIGN CRITERIA OLD SOIL LOG SOIL LOG 20" DIA. COVER
DATE: 1/7/83 DATE: OCTOBER 2, 2014 (REF#14,505)
NUMBER OF BEDROOMS: 3 REFERENCE P#1576 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 4" KNOCKOUT / 4" KNOCKOUT 58"
SOIL TEXTURAL CLASS: CLASS I BY CRAIG SHORT PE WITNESS: DAVID STANTON R.S. HEALTH AGENT
JOHN JACOBI-AGENT
0
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP DEPTH ELEV. TP-1� DEPTH ELEV. TP-2 DEPTH
(0.74 GPD/SF LOADING RATE) 101.0 0" 101.2 0 101.4 FILL 0 4" KNOCKOUT
DAILY FLOW: 330 GPD LOAM &
FILL
SUBSOIL 100.2 12" 100.7 8"
DESIGN FLOW: 330 GPD A SANDY LOAM A SANDY LOAM
s8.o 30"
GARBAGE GRINDER: NO 10YR 4/2 10YR 4/2 500 GALLON CAPACITY, H-10 LOADING
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF MED. SAND 99 $ t7" 100.2 t4"
B SANDY LOAM B SANDY LOAM 10YR 5/4 10YR 5/4 CHAMBERS
& GRAVEL
.74 GPD/SF 97.2 C 48" 98.4 C 36" N.T.S.
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS PERC f' PERC
sso 84" I
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES . M-C SAND M-C SAND
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/6 2.5Y 6/6 426 LINCOLN ROAD EXTENSION, HYANNIS, MA
SIDEWALL AREA: 2 12.8' + 25.0' X 2 = 151.2 S.F. 20% GRAVEL 20% GRAVEL
( ) MED. SAND Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F.
Engineering by: SCALE DRAWN JOB. N0.
TOTAL AREA:..............................................................471.2 S.F. 87.0 168" 91.0 122" 91.4 12o" Engineering Works, Inc. NTS P.T.M. 217-14
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER NO GROUNDWATER, PERC RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
PERC RATE: <2 MIN./IN. REF. PERC 1/7/83-SOILS CONSISTENT WITH RATE (508) 477-5313 12/1/14 P.T.M. 2 Of 2