HomeMy WebLinkAbout0048 CAPTAIN LUMBERT LANE - Health 48 Captain Liimbert Lane
Centerville ,
A= 147-0 11
Omrford, NO. 152 1/3 ORA
;:.. 10%
COMPLETE •
■ Complete items 1,2,and 3.Also complete. iTA
ture /�
Item 4 if Restricted Delivery is desired. b, rnet
e
■ Print your name and address on the reverse L� ' = nO Addressee
. so that we can return the card to you. .- D-
Y . Received by(Printed Name) � C�Date of Del'nrery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: D. Is delivery address different from item 1? 0;Yes }
If YES,enter delivery address below: O,No J
Co1Tinne]King
I PO Box 1768
Sandwich, MA 02563 3. Service Type
i ,,Certified Mail ❑Express Mail
--- ---- — O Registered _kRetum Receipt for Merchandise
❑Insured Mail C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number ?` i '1 7 bb 5 1'16 0'`D D 0 0 i 01�9 0 9'u°�-
(Transfer from service/abeq ' L
4 PS Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1540
I ,„,:,�,.,
UNITED STAT89$'Pti
srt
• Sender: Please print your name, address, and ZIP+4 in this box •
Cr--h
1 Town of Barnstable
�O
.7 Health Division
E
200 Main Sheet
Hyannis,MA 02601
II
I
I J
I
Certified mail: 7005 1160 0000 0190 9083
e`Tj Town of Barnstable
Regulatory Services
na�:vs�S ; t` � Thomas F. Geiler,Director
.9 titA
rbg9S 1 1. ��
M Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
l
Office: 508-862-4644 _ Fax: 508- - 304
- � �� � �� June , 20
Corrinne King
PO Box 1768
Sandwich, MA 02563
NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE - I
ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE
SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF
BARNSTABLE CODE 4 353-9-DISCHARGE ONTO GROUND PROHIBITED
On June 8, 2009, Health Inspector Timothy B. O'Connell, R.S. investigated a.complaint
regarding effluent being discharged onto ground at the property owned by you located at
48 Captain Lumbert Lane, Centerville The following violations of 310 CMR 15.00, the
State Environmental Code, Minimum Requirements for the Subsurface Disposal of
Sanitary Sewage and the Town of Barnstable Codes were observed:
310 CMR 15.303(1) (a): Your septic system is in hydraulic failure. Sewage was
observed overflowing onto the ground.
Town of Barnstable Code 353-9: Discharge of effluent onto the ground.
(1) You are directed to keep the on-site disposal system pumped as many times as
necessary to keep it from overflowing onto the ground. Every day if necessary.
(2) You are ordered to obtain a septic design engineer to design the repair plans for
the failed septic system at said location and apply for a septic permit with the
Health Division within thirty (30) days of your receipt of this letter.
(3) The. septic system shall be installed in strict accordance with the approved
engineered plans within sixty (60) days of your receipt of this letter.
170-4 of the Town of Barnstable Code: Owner's Responsibility to Register Rental
Unit. The unit is not currently registered with the Town of Barnstable Health Division.
QA0rder letters\Septic\48 capt lumbert,cent.doc
You are order to comply with the above orders within fourteen (14) days of receipt
of this notice by registering home with the Town of Barnstable Health Division.
You may request a hearing before the Board of Health if written petition requesting same
is received within ten (10) days after the date the order is served.
Non-compliance will result in the issuance of a non-criminal ticket citation of $100.
Each day's failure to comply with an order shall constitute a separate violation.
PER ORDER OF T OARD OF HEALTH
A. McKean, O, R
PER
of Public Health
QAOrder letters\Septic\48 capt lumbert,cent.doc
No. g60 l- ! r Fee L�VV
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01ppitcatton for Ot5po5a[ *p5tem Construction Permit
Application for a Permit to Construct( ) Repair(Io/u--Pgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. q8(up �(+ Ltm }' Lw Q Owner's Name,Address,and Tel.No. ?C.1" ®�
6��F-edlirl�'£ 11 1 Ol
Assessor's Map/Parcel '9-1 -oil ,00
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
`�crv5it�sAc 'CPC vwe_ ��5\avY rE� Ng LO&OC6
5 an- s -
Type of Building:
Dwelling No. of Bedrooms 3 Lot Size 23,)-a 72 sq. ft. Garbage Grinder ( )
Other Type of Building ,r No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3"3® gpd Design flow provided 33 3 ,i-j gpd
Plan Date M 1'310c, Number of sheets 12— Revision Date
Title \rrrr
Size of Septic Tank jr)00 �xl� Type of S.A.S. 10 th 66c:y lioC)'ct�Sef5
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) tr-.-otail ASS.AL '!
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
cy' 9- ..
I Permit No. �c Date Issued
boNo. } # Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipprication for 3i5pogal 6P,5tem Congtruction 'Permit
fi
Application for a Permit to Construct( ) Repair(Vr/u�pgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Lj),Ajaq f. L"(P Owner's Name,Address,and Tel.No:.}'�P.�, 4�f�
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
�JfC?Vr-0 T_tjc- S1N`�Yf��S W 00(6
d M vo SO-N7 T-'S 313
Type of Building:
Dwelling No.of Bedrooms Lot Size 2 3,)'S sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) -3'3 p gpd Design flow provided '315 3 ,1-1 gpd
Plan Date 1
T�� Number of sheets . 12 Revision Date
Title
Size of Septic Tank Irn N c Type of S.A.S: 161,
Description of Soil
ti
Nature of Repairs or Alterations(Answer when applicable) I e1s}ri�� Ij?f vjG). A -c,
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 7 40
Application-Approvedliy Date
Application Disapproved by: Date r e
for the following.reasons
Peewit Nosy Date Issued
THE COMMONWEALTH OF MASSACHUSETTS -
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( tw<—Upgraded ( )
Abandoned( )by a4
at 1/ .1- - �,,.� /,� , ,J has been
constructed.n accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer 1d,,)e-C A �13,s, ,7'��i Designer ;5�-�;A1-
#bedrooms 3 Approved design flow gP
d
.. :�-
The issuance of this permit shall not be construed as a guarantee that the systemayvi l fun don a designed.
Date Q ' 'l f ! Inspector
,r
-------- ------------- --=.G= ———
No. ! (i..7 Fee 1
THE COMMONWEALTH OF MASSACHUSETTS,!,
PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS
' i -
wigpogar *pgtem Congtruction permit
Permission is hereby granted to Construct ( ) Repair ( p)-""Upgrade ( ) Abandon ( ;
System located at _ �/�_/��J 1 �,,,,r ��.�� .�� �Y,v✓ryy.�fF
r
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 p�
Date ( —I 0 Approved by �
! TOWN OF BARNSTABLE
LOCATION C� SEWAGE# g(n:q
VILLAGE ,lily ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY �p(�j ���yyr✓e
LEACHING FACILITY: (type)'/��0����yg � (size) ,S X 3 2
NO.OF BEDROOMS 3
OWNER O�Q IZ i✓G
PERMIT DATE: �y�p� COMPLIANCE DATE: q
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
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 Br5r-�/
t;Lo
LA
1
L3P,`
c9
Town of Barnstable r#
Department of Regulatory Services
. . w . ,Public.Health.Division Date
' 04
200 Main Street,Hyannis MA 02601
Date Scheduled Time Fee l'd. 1 ` CIO,, .
Soil Suitability Assessment for Sewage Disposal
Performed By e / MC�CvI� eC' Witnessed By: V&n, ,D.s(-Nroa-J.
.LOCATION&.GENERAL INFORMATION
Location Address ;✓r aw�sto'( 'Lvt ��� Owner's Name o 1,411 YI�L
l CD n'' � , la �.�-�t v�
(� CJ�`V I I{(J Address ^A A^� r t L \ 1
P,e,aa9: I"? MMt 5-63
Assessor's Map/Parcel )+-7 Engineer's Name
NEW CONSTRUCTION REPAIR Telephone# �d 757
Land Use Slopes(4'0) Surface Stones -
ti Distances from: Open Water Body/'—> Q ft Possible Wet Area , ft Drinking Water Wellft
Drainage Way (0 0 ft, Property Line 1 _ft .Other ft
SKETCH::'(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes)
VQ-*A s
- -- _
LAN
Parent material(geologic) v��Cc `' Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: N/ Weeping from Pit Face
`��
Estimated Seasonal High Groundwater 2
DETERARNATION FOR.SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: In, Depth to soil mottles: In.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index-Well# _ Reading Date: Index Well level ,. Adj,factor:..,q,,,4 Adj,Groundwater Level
rL
PERCOLATION TEST Date , Time
Observation
Hole# Time at 9"
Depth of Perc ^� Time at 6"
Start Pre-soak Time @ 2 `3�l(C" -+ 15me(9"-6") _
End Pre-soak l \\
Z Q�,t 7-0rrV ?15�C 't�S-t—.
Rate MinJlnch.
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 one(1)week prior to beginning.
Q:\SEPTI0PERCFORM.DOC
f
Hole
R `TI HOLE LOG
DEEP.OBSE VA ON
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling '(Stri cturc,'Itones;.Boulders..
*' t v
3 2 L S t2
J
3 tP-.S'1
C S 2 lS 6
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from - Soil Horizon . Soil Texture Soil Color Soil .� Other
Surface(in.)
(Mansell) Mottling '(Structure,Stones,Boulders.
Consistency.*Gravel)
> 6yo2Y(z
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon
' n Soil Texture Soil Col
or Soil Other
'
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon. Soil Texture Soil Color Soli Other
Surface(in.)' (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Flood Insurance Rate Mau:
—Above500"year flood boundary" No_ Yesr?-----
Within'500 year boundary No Yes..:..-
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious 1Vlaterial
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 certifyn 11 19.9 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 t ;expertise and experience described in lU CMR 15.017.
Signature
Date l y � c1
Q:\SEPTICVERCFORM.DOC
y
�f 1;
No...._.d1:n, .!/$ ...........
THE COMMONWEALTH-OF MASSACHUSETTS
BOAeR P6 OFWEE. TH
.....--......t om...-----.OF.. - - -/-V-- . - --- ------------------------------------
App iration for Dispaii al Works Tnnitrurtinn Prratit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System- at: ,
A. g
......_ .� . ........... .._.. i -..................
ocat+o - d ss - r Lot No.
_....
`� - l_. _ P °- - ----------------------------------------------
r +� Address
_..
Installer Address o)
' d Type of Building Size Lot. ________.S q. feet
U Dwelling—No. of Bedrooms_______ Expansio Attic (� Garbage Grinder (1(
04 Other—Type of Building ____________________________ No. of persons...... _.__._._______.____ Showers Cafeteria'( )
P4 Other fixtyz
Design Flow________________ gallons per person per day. Total dailyflow___
g P P P Y dons.
WSeptic Tank—Liquid capacity/ __.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 area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by................................... Date........................................
Test Pit No. 142_....minutes per inch `Depth of Test Pit_.____ ___._ Depth to ground water...L__ 1 j____-/ r
Test Pit No. 2.�':?,_rr_._minutes per inch, Depth of Test Pit____________________ Depth to ground water....................
a Description of Soil.___ _______1_i1.._ ,.ti__ 7
.....
W ----------------------------------------------------------------------------------------------- ----------------------. - ._.. •--• -•------•------------•--•-•--------P--------
UNature 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 TITLE 5 of the State Sanitary Code— he undersi urther agrees not to place the system in
operation until a Certificate of Compliance has been iss y the b piYealth.
- � �Signed........... ----------------- ---- - ---- .................... ._... ........ y,..
Dat
ApplicationApproved By....... --........... .-- - ---------------------------- ----•- ........ . ---'-----------
Date
Application Disapproved for the following reasons:-------•--------------------•-----------------------=-----------------------------------------•--••--.........._
..............•-----•--------•---...----------------------------••-•----•••---•--------------•--_.._._....-----------------------•--•--------••------•----------•--------••------------••-•--------------
Date
Permit No......................................................... Issued.................
No..- 7`-
THE COMMONWEALTH OF MASSACHUSETTS
' �• BOARR OFVETH
D ... ...oF.. . 'N............ ....
Appliration for Uhipoii al Works Tomarttrtiun 11amit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
Systm at: (
Location"- dd ess r Lot No.
r .. Address
_. .
Installer Address
Type of Building Size Lot_ _________________________Sq. feet
Dwelling—No. of Bedrooms---.--- ..............................Expansio Attic (/V4) Garbage Grinder (f �
p, Other—Type of Building --------------------_-.-- No. of persons......�.................. Showers Cafeteria ( )
a' Other fixtyir
W Design Flow................0.2....._._ gallons per person per day. Total daily flow..- ._:_._
WSeptic Tank—Liquid capacit� .-gallons Length................ Width................ Diameter.-.----.-.---.-. Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( ) Dosing tank ( )
~' Percolation Test Result Performed bY--------------_.............._______________ ....
Date...................
a
Test Pit No. 1. .....minutes per inch Depth of Test it...... .. ...... Depth to ground water.. ............
Cz, Test Pit No. 2.G_---.2-....minutes per inch Depth of Test Pit.................... Depth to ground water.......---..........---.
- --------.-- :.1 ---------------------•----------•-----------•--•---•---------•-
O Description of Soil . t�4.2.: t),.. -1?•- ' ------------------------------------•------------------------------------------------------
U - - s 1d! ------------------------------•-----------------------------•--•-•--------------•••-------.
-------------------- ---- ------------------------------------------•---•------- --------------------...------------------------...---------------------------------•-------------•......•-------------
V 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 TITLE 5 of the State Sanitary Code— he undersi urther agrees not to place the system in
operation until a Certificate of Compliance has been iss y the b ealth. �
Signed........... -- -•---`.`...... ::--. •---------•-------..
' fz
D,a
Application Approved BY----- ---- ? �E'
Date
Application Disapproved for the following reasons-----------------------•---••-------•-------------------------•----------------•---------------•---------••••---
----------•----------••----------------•--•-•-•-......----•--•-•••--••--•....-----------....-•-••------...---------------------•-------•-----------•----------------------•------•------•-----••---....._
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOAR F H
��` �...........oF.............. j.! ... .. ... ...........................................
Trrtif iratr of Tomplianrr
THI I TO RTIFY, T he I idual Sewage Disposal System constructed or Repaired ( )
by............ ---- •.. ........
-------- -- .----- - ---- - ---
sta er
at--•-----------------•---------�'-�-..�1 _ If....- -�✓.r,... ---- . . ---------=� ----- ----- -�"
has been installed in accordance with the provisions of TI�0)
5 f Th State Sanitary Code as described in the
application for Disposal Works Construction Permit No..... ".___ , __-..__._ da.ted................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.........--•----•----------------------� --...------- Inspector................................. 1•�--•--�--._..._..---••-•--•--•---
THE COMMONWEALTH OF MASSACHUSETTS
BOAR OF ,]TA T
N .................. FEE.z----............
WSP0 al Works Tvnutr ton it
" _ � . -
Permission is reby granted......... .--........ ........11. -•--•-. ' � =..._
to Construct or Repair (Ian Individual Sewage Di posal System
t )
at No...................• V---G^ --•--=°--.. = ------ ^J 1-
Street
as shown on the application for Disposal Works Construction Permit No.....................�Dated...........................................
oa�. ........................................
ealth
DATEV --."......--••----....----•-------•--•-••.
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
- LOCATION + SEWAGE PERMIT NO.
VILLAGE
IM T LER'S ME & ADDRESS
GUILDEOL OR OWNER
l
D 'A-TE PERMIT ISSUED- � - Z5)
1
DATE COMPLIANCE ISSUED
17
�rf
LCP 3743?F N 10'26'15" W
193.20'
,ti I, ,t l
IZ WETLAND ,\II,
90.10
all, .�,•_._._._._.�-.,•..•�•�• ,tII,
,III, �• J�1.
90.51 90.59 =
WETLANDID
6 -x..�•�•`•
,111, . 92
--—-—
LOT 63
23,257E S.F. o 96
APN 147-011-008 '�.,\
gas •. `, �.
goo-----------------______--
Z x 100,05 --- ---- ---
ti p ID :� 0.3 DECK x 100.70 4
00
C /
GARAGE .
EXISTING
1 0.73 HOUSE(#48) _
T.O.F.=102.35E
x 99.02 • BUFFER
•/ ------------
Tp B.V W
o x if 520
SH UBS 102 0 7 RET. W,
a� wAL I X 94,' /
y �\ •-1 .•� � 3 0 N 7.90 _
SHR ( 9,5._37� ,
0' BUFFER. .�' 2 0 ' i
10 ,
TO B.V.W. �- __ 6.79 Ben chm ark Set
Rt. front cor. bott. step
S 98.5. EL.=102.07 (Assumed)
LA
10 .0 70,
VENT - EXIS77NG SEP77C TANK
8,57 (To REMAIN)
5 x 0,00 .I R� �00' o TOP OF TANK, EL.=100.05t
S IN V.(IN)=99.70E
X 98,8 SHRUBS °' EXISTING LEACH PIT
q' ' TO BE PUMPED, FILLED
8 74 edge of W/SAND & ABANDONED
98.82 LEGEND
CAPTAIN LUMBERT
GENERAL NOTES: LANE - -- EXISTING CONTOUR
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL X 100.98 EXISTING SPOT GRADE
BOARD OF HEALTH AND THE DESIGN ENGINEER. 98.58 —Wy EXISTING WATER SERVICE
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS # —G EXISTING GAS SERVICE
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: --a H.-W-- EXISTING OVERHEAD WIRES
—310 CMR 15.405(1)(b): OF 4OSSy TEST PIT
1) A 2' variance to the 3' maximum cover requirement, for 5' of -
max. cover. S.A.S. shall be H-20 and vented. BENCHMARK
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR o PETER T.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE McENTEE o
DESIGN ENGINEER. � CIVIL "' `uRCert
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING o. 35109 °Q
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN A Rf LUMBERT o
ENGINEER BEFORE CONSTRUCTION CONTINUES. pF C �� �` POND °°V
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. L �
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF p
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF I ?J I Q l Duncon La
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
a
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. OWNER OF RECORD LOCUS �
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. KING, CORINNE B 'ben
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS %LEMIEUX, PATRICIA
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE P.O. BOX 1768 LOCUS MAP
DIRECTED BY THE APPROVING AUTHORITIES. SANDWICH, MA 02563 NOT TO SCALE
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROPOSED SEPTIC SYSTEM UPGRADE PLAN
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION. 48 CAPTAIN LUMBERT LANE, CENTERVILLE, MA
_ 11' WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
i Engineering by: SCALE DRAWN JOB. N0.
12: AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE g,
INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. Engineering Works, Inc. 1 =20' P.T.M. 161-09
13. THIS PLAN IS TO BE USED .FOR SEPTIC SYSTEM PURPOSES ONLY AND 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 8/13/09 P.T.M. 1 Of 2
IS
Ott +
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:95.33
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE
EXISTING F.G. EL.=100.4t F.G. EL: 100.3t F.G. EL: 100.3(MAX.) CHARCOAL
C VENT
ff M MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
INSPECTION
F ;
L = 7' L = 10'(MAX) PORT
® S=1% (MIN.) ® S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC TOP LOAD UNITS
6" 14
i0"I s
EXISTING 48" LIQUID 14" " TO it
DESIGN
LEVEL ADD
GAS BAFFLEINV.=99.27 PROPOSED INV.=99.10
.. INV.=99.70t D-BOX INV.=95.58 (3 ROWS OF 5 UNITS AT 6.25'/UNIT) + 0.7' WEDGE = 32.0'
• •• EXISTING 4 OUTLETS (MIN.)
EXISTING SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE)
ESTABLISH VEGETATIVE COVER
BACKFILL WITH"DEAN NATIVE OR
PERC SAND TO TOP OF CHAMBERS
INV. ELEV.=95.58
NOTES: BREAKOUT=TOP
TOP ELEV.=95.33 FILTER FABRIC
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE OVER UNITS
III�IIIII�I
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=94.00 ,• (RECOMMENDED)
II
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 2.83'
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EFFECTIVE WIDTH=8.5'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W., EL=87.6 = MATERIAL
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 3 ROWS OF 5-16"(H-20) ADS BIODUFUSER UNITS
WITH NO SEPARATION BETWEEN EACH ROW & NO STONE
TYPICAL SECTION
SEPTIC SYSTEM PROFILE
N.T.S.
(3) 5" DIA.OUTLETS
SOIL LOG 71EI
DATE: JULY 14, 2009 (REF#12,625) 12"
SOIL,.EVALUATOR: PETER McENTEE PE(SE#.1542) -- ` � „-: 15:5" "WITNESS: DONALD DESMARAIS R.S. 6
HEALTH AGENT
ELEv. T P-1 DEPTH ELEv. TP-2 DEPTH I1 2"
99.3 0" sa 6 0" H-10 LOADING
FILL FILL ��//96.6 A 32" 95.6 A 36 D-BOX
LOAMY SAND LOAMY SAND
96:3 10YR 4/2 95.3 10YR 4/2
36" 40"
B B
LOAMY SAND LOAMY SAND
10YR 5/8 10YR 5/8 75
PERC
94.8 54" 46"/58"
C 93.1 66"
C
M-C SAND
2.5Y 6/4 ,.
M-C SAND
2.5Y 6/4
88.3 132" 87.6 132" PROFILE
PERC RATE <2 MIN/IN. ("B" HORIZON)
NO GROUNDWATER ENCOUNTERED
16"
DESIGN CRITERIA 34" --�
SECTION END CAP .
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS 1 16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT
DESIGN PERCOLATION RATE: <2 MIN/IN MODEL 16" HICAP
DAILY FLOW: 330 G.P.D. LENGTH 76"
DESIGN FLOW: 330 G.P.D. NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
GARBAGE GRINDER: NO SIDE WALL HEIGHT 11.2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
•
LEACHING AREA REQUIRED: (330) = 445.9 •S.F. OVERALL HEIGHT 16"
•74 t OVERALL WIDTH 34" 4640 TRUEMAN BLVD
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 13.6 CF ® HILLIARD, OHIO 43026
PROPOSED D-BOX:: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED CAPACITY (101.7 GAL) ADVANCM DMWE srsrEMs, INc.
USE 3 ROWS OF 5-16" (H-20) ADS BIODIFUSER UNITS PROPOSED SEPTIC SYSTEM UPGRADE PLAN
W./NO STONE AND .EXTENED 0.7' W/ CONTOURED WEDGE 48 CAPTAIN LUMBERT LANE, CENTERVILLE, MA
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF UNIT)
(BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.6 SF Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
(CONTOURED WEDGE) 3 ROWS x 0.7' x 4.70 SF/LF = 9.9 SF Engineering by: SCALE DRAWN JOB..,NO.
TOTAL AREA = 450.5 SF Engineering Works, Inc. NTS P.T.M. 161709
DESIGN FLOW PROVIDED: 0.74(450.5 S.F.) = 333.4 G.P.D. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET No.•
(508) 477-5313 8/13/09 P.T.M. 2 Of 2
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