HomeMy WebLinkAbout0091 ANSEL HOWLAND ROAD - Health 91 Ansell Howland Road'
A= 172-223
Centerville
S M E A D
No.2-153LOR
UPC 125M
smssd.cam • Ysdo In USA
400)
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www
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
NpliLation for Mispo8al *pstrm Construction permit
Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.4✓ ArS,-A Hxula,4Owner's Name,Address,and Tel.NQ. `�'�y�79 /000
- krville- If) LIAksi'de +.
Assessor's Map/Parcel /°)oL ,
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Q�r�al Carr*a�rc�clt c c� � 04D•Lax I)OV In i Inc. 9 a-w,) W-
i s d SF$ O '13
Type of Building:
Dwelling No.of Bedrooms Lot Size 0 ya 04e/_V5�q,ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3,3U gpd Design flow provided gpd
Plan Date f0.0ifM .')O OI Number of/sheets Revision Date
Title
Size of Septic Tank a y,j�0�303,,,_Q Type of S.A.S. tb6 _3o 1d1,5&jZ 4r&4
Description of Soil
Nature of Repairs orAlterations(Answer whenapplicable) ��i,��/Gy7 !emu y-4a .p ro
ILk gq / s-o e e
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 C an of to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. /r
Signed Date l/ e l
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 0 I Date Issued
f Fee
" - -- E COMMONWEALTH OF'MASSACHUSETTS Entered in computer: Yes
�
PUBLIC HEALTDIVISION - TOWNOF BARNSTABLE, MASSACHUSETTS
application for Misposaf *pstrm Construction permit
Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ElComplete System ElIndividual Components
r'
Location Address or Lot No.Q.' nsd J4XU'0-rj () Owner's Name,Address,and Tel.No. 91 V--V29 /GoU
Assessor's Map/Parcel /"2a, 4X';�
Installer's Name,Address,and Tel.No.-5-olff- V.19- E 72 Designer's Na e,Address,and Tel.No.
rcx. c Sf:
� a r
Type of Building:
Dwelling No.of Bedrooms Lot Size U,y �4or65q.ft. Garbage Grinder( )
i Other Type of Building No.of Persons Showers( ) Cafeteria( _)
Other Fixtures
Design Flow(min.required) 3.3U gpd Design flow provided gpd
Plan Date 061x917 Pb :llo I Number of sheets / Revision Date
Title Me
' j'�-�C �j S��r �u.�,. � �/ f'4nS�l �'�DI��/�r�,�'� /r(;r'il' �c�n �
Size bf Septic Tank ex;Sf'r-14 Ina..11 Type of S.A.S.N 14;a6 3o5b (4,,7 by—,
Description of Soil n
Nature of Repairs or Alterations(Answer when applicable)�1L�fir /� ,hyl�/Gv� /�X �/- /�o?Q ;4,52)
Md&2s x 3//0, y
�
Date last inspected:
Agreement: ' «. . ..
The undersigned agrees to ensure the construction and maintenance of the,afore described on-site sewage disposal system in
jj accordance with the provisions of Title 5 of the Environmental Code an of to place the system in operation until a Certificate of
Compliance has been'issued by this Board of Health.
Signed Date
Application Approved by �F_ (2� Date
Application Disapproved by Date
for the following reasons
Permit No. lot y' �-/ �p 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 tt{.fir 4-a 1
at 9 ^ h�[x� t �a.,�� �co �rr-U,t le
- has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer 1� p�V �t,g��i Designer �jy7
#bedrooms �3 Approved design flow _� n gpd
The issuance of this perm' s /l of be c ns ued as a guarantee that the system wi c io s d ig ed.
Date Inspector ® '
1
r ,
v
- - _ r
No. Fee 4oA
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
. Misposal *pstem Construction permit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at I „ , " �� P
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.
Dates ��"' Approved by /hG
DEC-30-2014 23:17 From: To:15087906304 Pa9e:1/1
FROM :down cape engineering inc FAX NO.. :150836298ao Dec. 30 2014 09:53AM P1
H-
Thomas F.4aeiler,Director
&IM Division
20o Maft g0�e t, 9 MA 92603,
p-ffscL. 50g-862-4644 Fax; 50849b- W,
Ditto: !Z_,,�D Sewag, iPar>�mmn>tr� xal�! 'T� ,rl`a� a edz 'g dn�ilh'asa e11 /74 Z.Z.Design
A.d1ddrrs m: �[D[$z ens: V- N Q/`
Q�/ „. !'� /d7iit „�tt8 ii39n�d a pennitto inakll A
-
sFpalud ►!c)b _. bued.UYt a dD tiga dl'siwn by
dbLdd4
!I zri
] cextify t]�st tba �aptir, yYYGm refere�Cad iibc�Wa iio-,4tallett FMNIAMMII)' a,rocrrft to
the. design,which MQ-inr}l»,de mivaE fkppxo v ed ges Sucks.as Leal rdllotation d the
&,hibu ion box= lax sep'till Wk
T certify t4 septc sy'strrr.refarr;ui:c;d "hove-was installed with..m,ajor nl�ii�e:s
gte star than.l,G' latevilelorati=of ttw 5A'S Ox any v tzcul'rele of�Y co-r poner,;ti
irT:site septic syatY�)lsizt in araszr:dun�.rr with-Stine r�T.�atsa7.,K,®gt��tion,a. ]ylan x�via�a�a�
culitied lu-•U-;Olt by rleri a to
DANIEL A.
_ OJALA
taLk7t'S Sx iflflt�e) CIVIL
No.40502
/ATYc�����4
UroAL
• 4_alyl�".[�T.�N�,��.? _�T%'s'!� ��_It3�6J'P'�D._ 71I �$A�r A'i.� F41Iti� ��Uti' CA>� .ate•
1 Z644,dor
t '
Tavv�, of B�arn�.��►�le
o�
Richard'( .t00nterim Director
. O Publ�e Health D stun
Thomas McKoxn,Director
�a '. 20Q:lYtain Skreet,I yannis;.MA 02:Ot
Office: 508.462.4644' tax W-"0 63D4
Flanieowner CJ rti ienta))on Enr#-of A h at a Vst0,
Poricrty Address:
Asaesot'.s lViaplPnrcel.T / as 3
;Property flwners;;Names etCcY7
In accordance vviih Massachusetts DEP altemative system:approval letters the-follows cerd�eauon.
tnforination is required by the Dwn of record. 'F_h Owner of record must place an "x" the::
s appl oablfr box next to each line certffy�g tie jofot nation..
-es .NU .
l hpq been provided a copy of the.Title 5 VA,technology Approval letters.
(16 page Standard Conditions letter:a id the specific tkohn .1 g letter)'
L have been pti sdecl with the .-Wo 's Manual
Q ] t have.been provided with the Operation and Main�Manual
Fir Systernns iitalled`inder a Rexnial tJsepprcval,T..agree do fukfil=Luny
responsibilities to provide a:Deed N611ce°.as regtiir d by,1p-CMR 0 207(ld
grid the,Approval.
d Q Fot Systems bstaIled under a Remedial Use Approval,l agree to fulfill;:rny:respons:b itiers to-
provide written noiificatidn o the Approval tti aril nevv Qwrto. =aa required by
31:0 CMR 15 97(5)
d If:the design does rtot prov da'for tl e:use of garbage grintlers,,the rear cttpn 's understand.
anaaecepted
0 'Whether or not covered by:a wartanry,l untlerstaild the requireuaent io repair,replace,mmdlfy
w,take any, other actioan as required by the Department or the•LAA,if the D.epar-buotit or the
LAA d%r- nes the System to be fmling.to proteetpubl c health an&sa&ot d the::'
f environment;;as defined in 3`1'0 CMR 15 30.3
agree tct;comply vcw,all terms and:condatlons abQYC
Property Oers:pi�irted:tiai
Prop . St :attire': fi��te
Note, .Thi§, farm mum be_ saibmitted 011PI with :fl►e se .fie s- sfetn f osal` works ., errtii
anehcahon for all RAL systetns ynclu n , -' ye ctsnstrn'tio !With and
witith_ont , 411k or eredited deSxan;
ens
€�CSe{7t1c1fA,iYQ#eowiiet ceftj . amn daC
I
down cape engineering, incSIEVE $OILS ANALYSIS 91 ANSEL HOWLAND RD CENTERVILLE, MA
DATE OF REPORT: 11/21/14
.JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 91 ANSEL HOWLAND ROAD CENTERVILLE, MA
LOCATION: DCE TEST HOLE
SIEVE ANALYSIS Weight Sample(Grams): 115.5
SIZE :WEIGHT RETAINED % RETAINED % PASSED
(sum )
--------------:........................................................---------------------..........
............................
1" 0.0: 0.0%: 100.0%
13/411 0.0 0.0%� 100.0%
.....................................
1/2" 0.0: 0.0%: 100.0%
--------------I......................................................>-------------------- ------------------
3/8" 0.0 0.0%@ 100.0%
--------------:......................................................:---------------------=------------------
#4 0.0: 0.0%: 100.0%
--------------i......................................................>---------------------;.....................................
#10 18.1 15.7%: 84.3%
.....................................
#20 57.3: 49.6%: 50.4%
--------------i......................................................>-------------------- .....................................
#40 91.7i 79.4% 20.6%
..............................................
#50 103.2: 89.4%: 10.6%
--------------i......................................................*-------------------- .....................................
#80 110.5: 95.7%i 4.3%
--------------:......................................................:---------------------,.....................................
#100 111.31 96AW 3.6%
--------------i......................................................y--------------------- ------------------
#200 113.2i 98.0%i 2.0%
--------------:......................................................:---------------------=------------------
PAN: 114.6: 100.0%: 0.0%
---------- 115.5€
NOTE:TEST ON PASSING #4 ONLY, 11.2%RETAINED ON#4 <45% O.K.
RESULTS:
SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL AND SAND) (UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE :
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%-100% OK
#100 0%-20% OK "F,y
#200 0%-5% OK a���t� gssgcy
SAMPLE MEETS TITLE 5 FILL SPECIFICATION �� DANIELA.
sm�
o OJALA
>97%SAND CIVIL u'
No.46502
RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL �o�.�Fc�sTESk�`�a``�
NONCOMPACTED oN L ENG\
SOIL DESCRIPTION: COARSE SAND
IPrintPage Page 2 of 3
r, �
DEHAAN, STANLEY N 2003-03-12 16554/298 $80000
J&J REALTY TRUST 1988-03-15 6184/314 $1
DEHAAN, JACOB K 1983-10-15 3887/205 $74000
. Photos 172/223/-Use Code: 1010
. Sketches-Map/Block/Lot: 172/223/-Use Code: 1010
k PTO
I
{
AsBuilt Card N/A
. Constructions Details-Map/Block/Lot: 172 /223/-Use Code: 1010
Building Details Land
Building value $ 138,100 Bedrooms 3 Bedrooms USE CODE 1010
Replacement Cost $156,988 Bathrooms 2 Full Lot Size(Acres) 0.42
Model Residential Total Rooms 7 Rooms Appraised Value $ 107.
Style Ranch Heat Fuel Gas Assessed Value $ 10,
Grade Average Plus Heat Type Hot Water
Year Built 1983 AC Type None
Effective depreciation 12 Interior Floors Hardwood
Stories 1 Story Interior Walls Drywall
Living Area sq/ft 1,732 Exterior Walls Wood Shingle
Gross Area sq/ft 4,108 Roof Structure Gable/Hip
Roof Cover Asph/F GIs/Cmp
http://www.town.barnstable.ma.us/Assessing/print l 4.asp?ap=0&searchparcel=172223 11/26/2014
Print Page Page 3 of 3
. Outbuildings&Extra Features-Map/Block/Lot: 172 /223/-Use Code: 1010
Code Description Units/SQ ft Appraised Value Assessed Value
BMT Basement- 1732 $ 30,800 $ 30,800
Unfinished
GAR Attached Garage 280 $ 9,400 $ 9,400
FOP Open Porch-roof- 124 $ 5,100 $ 5,100
ceiling
PAT1 Patio-Average 240 $ 1,300 $ 1,300
FPL1 Fireplace 1 story 1 $ 3,600 $ 3,600
. Sketch Legend
Property Sketch Legend
62N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only
BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium
BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) SPE Pool Enclosure
BRN Barn GAR Garage TQS Three Quarters Story(Finish(
CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished)
CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished)
FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished)
FCP Carport KEN Kennel UTQ Three Quarters Story(Unfinis
FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic
FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story(Unfinisl
FOP Open or Screened in Porch PRT Portico WDK Wood Deck
PTO Patio
http://www.town.barnstable.ma.us/Assessing/print l4.asp?ap=0&searchparcel=l 72223 11/26/2014
Print Page Page 1 of 3
__Print this page__
. Owner Information-Map/Block/Lot: 172/223/-Use Code: 1010
Owner
Map/Block/Lot GIS MAPS
172/223/
DEHAAN, STANLEY N&LINDA Property Address
Owner Name as of 1/1/13 17 LINKSIDE COURT 91 ANSEL HOWLAND ROAD
NORTHBRIDGE,MA. 01534
Co-Owner Name Village: Centerville
Town Sewer At Address:No
GIS Zoning Value: RC
. Assessed Values 2014-Map/Block/Lot: 172/223/-Use Code: 1010
2014 Appraised Value 2014 Assessed Value Past Comparisons
Building $ 138,100 $ 138,100 Year Total Assessed
Value: Value
Extra $48,900 $48,900 2013 - $ 296,100
Features: 2012 - $ 294,800
Outbuildings: $ 1,300 $ 1,300 2011 - $295,300
Land Value: $ 107,700 $ 107,700 2010 - $ 295,200
2009 - $ 322,200
2008 - $ 360,300
2014 Totals $296,000 $296,000 2007 - $ 358,900
. Tax Information 2014-Map/Block/Lot: 172/223/-Use Code: 1010
Taxes
C.O.M.M.FD Tax $ 446.96
(Residential)
Community Preservation Act $ 80.99
Tax
Town Tax(Residential) 2,699.52 Fiscal Year 2014 TAX RATES HERE
3,227.47
. Sales History-Map/Block/Lot: 172/223/-Use Code: 1010
History:
Owner: Sale Date Book/Page: Sale Price:
DEHAAN, STANLEY N&LINDA 2008-05-08 22891/251 $1
DEHAAN, STANLEY N TR 2003-03-12 16554/309 $100
http://www.town.barnstable.ma.us/Assessing/print l4.asp?ap=0&searchparce1=172223 11/26/2014
Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108•617-292-5500
DEVAL L.PATRICK RICHARD K.SULLIVAN JR.
Governor Secretary
DAVID W.CASH
Commissioner
APPROVAL FOR GENERAL USE
Pursuant to Title 5, 310 CMR 15.000
Name and Address of Applicant:
Infiltrator Systems, Inc.
P.O. Box 768
6 Business Park Road
Old Saybrook,CT 06475
Trade name of technology and model: High Capacity chamber, Quick4 High Capacity chamber, Quick4
High Capacity HD chamber, Quick4 Plus High Capacity chamber (8-inch invert), Quick4 Plus High
Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard chamber, Quick4 Standard HD
chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber (8.0-inch
invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert), Quick4 Plus Standard LP
(Low Profile) chamber (8-inch invert), Infiltrator 3050 (Storm Tech SC-740) chamber, Equalizer 24
chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4
Equalizer 24 LP (Low Profile) chamber (6 inch invert), and Quick4 Equalizer 24 LP (Low Profile)
chamber (2 inch invert) (hereinafter the "System"). Schematic drawings of the System and a design and
installation manual are a part of this Certification. This approval allows the installation of the above
identified chambers without aggregate.
Transmittal Number: X259183
Date of Revision: May 22, 2014
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental
Protection hereby issues this Certification to: Infiltrator Systems, Inc., P.O. Box 768, 6 Business Park
Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described
herein. The sale, design, installation, and use of the System are conditioned on compliance by the
Company, the Designer, the Installer and the System Owner with the terms and conditions set
forth below. Any noncompliance with the terms or conditions of this Approval constitutes a
violation of 310 CMR 15.000.
MU 22, 2014
David Ferris, Director Date
Wastewater Management Program
Bureau of Resource Protection
This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-6751.TDD#1-866-539-7622 or 1-617-674-6868
MassDEP Website:www.mass.gov/dep
Printed on Recycled Paper
i
Infiltrator Chamber,Infiltrator Inc. Page 2 of 6
Approval for General Use—May 22,2014
I. Design Standards
1. The models listed in Table 1 are covered under this Certification.
Table l: Chamber Dimensions
Dimensions Invert
Model W x L x H Height
Inches Inches
Equalizer 24 15 x 100 x 11 6
Quick4 Equalizer 24 16 x 48 x 11 6
Quick4 Equalizer 24 LP 6-inch invert 16 x 48 x 8 6
Quick4 Equalizer 24 LP 2-inch invert 16 x 48 x 8 2
Equalizer 36 22 x 100 x 13.5 6
Quick4 Equalizer 36 22 x 48 x 12 6
Standard Chamber 34 x 75 x 12 6.5
Quick4 Standard 34 x 48 x 12 8
Quick4 Standard HD 34 x 48 x 12 8
Quick4 Plus Standard (5.3-inch invert) 34 x 48 x 12 5.3
Quick4 Plus Standard (8-inch invert) 34 x 48 x 12 8
Quick4 Plus Standard LP 3.3-inch invert 34 x 48 x 8 3.3
Quick4 Plus Standard LP 8-inch invert 34 x 48 x 8 8
Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.25
High Capacity Chamber 34 x 75 x 16 11
Quick4 High Capacity 34 x 48 x 16 11.5
Quick4 High Capacity HD 34 x 48 x 16 11.5
Quick4 Plus High Capacity 8-inch invert 34 x 48 x 14 8
Quick4 Plus High Capacity 13-inch invert) 34 x 48 x 14 13
1 Includes Infiltrator MultiportTM invert adapter attached to the side of the end cap.
2 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-
One 8 Endcap.
3 Only systems installed with this invert height shall be allowed to use the effective
leaching area associated with this model in Table 2
4 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-
One 12 Endcap.
2. The System is an open-bottom leaching unit molded from polyolefin resin. It can
be installed without aggregate or distribution pipe as an absorption trench or as a
bed or field. If the System is installed with stone aggregate then the "Effective
Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in
accordance with the provisions of 310 CMR 15.000.
3. The total effective leaching area for any Chamber Model shall be calculated by
multiplying the Effective Leaching Area per square foot of chamber times the
total length of chamber from end cap to end cap including end caps.
Infiltrator Chamber,Infiltrator Inc. Page 3 of 6
Approval for General Use—May 22,2014
4. For new construction or upgrades, the applicant can size the System in a trench
configuration, using the effective leaching areas presented in Table 2.
Table 2: Effective Leaching Area in Trench Configuration for New
Construction and Remedial Sites
Effective Effective
Model Leaching Leaching?
Area Area
SF/LF SF/LF
Equalizer 24 3.76 N/A
Quick4 Equalizer 24 3.90 N/A
Quick4 Equalizer 24 LP(6-inch invert) 3.90 N/A
Quick4 Equalizer 24 LP 2-inch invert 2.78 N/A
Equalizer 36 4.73 N/A
Quick4 Equalizer 36 4.73 N/A
Standard Chamber 6.53 N/A
Quick4 Standard 6.96 N/A
Quick4 Standard HD 6.96 N/A
Quick4 Plus Standard 5.3-inch invert 6.20 N/A
Quick4 Plus Standard 8-inch invert) 6.96 N/A
Quick4 Plus Standard LP 3.3-inch invert 5.65 N/A
Quick4 Plus Standard LP (8-inch invert) 6.96 N
Infiltrator 3050 or StormTech SC-740 N/A 6.71 j
High Capacity Chamber 7.79 N/A
Quick4 High Capacity 7.93 N/A
Quick4 High Capacity HD 7.93 N/A
Quick4 Plus High Capacity 8-inch invert 6.96 N/A
Quick4 Plus High Capacity (13-inch invert) 7.93 N/A
5. Effective April 21, 2006, 310 CMR 15.251(1)(b)maximum trench width is 3 feet.
6 Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) for Systems
3 feet or less in width.
'. Effective leaching area is equal to 1.0 (3 +(2x invert Height)) for Systems with a width
greater than 3 feet.
g. The maximum trench width allowed to calculate effective leaching area is 3 feet.
5. Systems installed on remedial sites shall be allowed to utilize the effective
leaching areas presented in Tables 2 or 3, or additional reductions in soil
absorption system may be allowed. In no instance shall the reduction in the soil
absorption system required in 310 CMR 15.242 exceed the maximum reduction
allowed for alternative systems approved in accordance with 310 CMR 15.284.
6. For new construction or an upgrade,the applicant can size the System in bed or
field configuration, using the effective leaching areas presented in Table 3.
I
4
Infiltrator Chamber,Infiltrator Inc. Page 4 of 6
Approval for General Use—May 22,2014
Table 3: Effective Leaching Area for Bed or Field Configuration New
Construction and Remedial Sites
Effective
Model Leaching
Area
SF/LF
Equalizer 24 2.09
Quick4 Equalizer 24 2.23
Quick4 Equalizer 24 LP 6-inch invert 2.23
Quick4 Equalizer 24 LP 2-inch invert) 2.23
Equalizer 36 3.06
Quick4 Equalizer 36 3.06
Standard Chamber 4.73
Quick4 Standard 4.73
Quick4 Standard HD 4.73
Quick4 Plus Standard (5.3-inch invert) 4.73
Quick4 Plus Standard 8-inch invert 4.73
Quick4 Plus Standard LP 3.3-inch invert 4.73
Quick4 Plus Standard LP 8-inch invert 4.73
Infiltrator 3050 or StormTech SC-740 7.10
High Capacity Chamber 4.73
Quick4 High Capacity 4.73
Quick4 High Capacity HD 4.73
Quick4 Plus High Capacity 8-inch invert 4.73
22ick4 Plus High Capacity 13-inch invert 4.73
9. Effective Leaching area is equal to 1.67 times bottom width only.
7. When the System is used with a secondary treatment unit approved in accordance
with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system
may be allowed. In these situations the reduction in the SAS cannot exceed the
maximum allowed under the secondary treatment units approval. In no instance
shall the reduction in the soil absorption system area required in 310 CMR 15.242
exceed the maximum reduction allowed for alternative systems approved in
accordance with 310 CMR 15.284.
II. Special Conditions
1. The System is an approved Alternative Chamber for use as an Alternative Soil
Absorption System. In addition to the Special Conditions contained in this
Approval,the System shall comply with the "Standard Conditions for Alternative
SAS with General Use Certification and/or Approved for Remedial Use" (the
'Standard Conditions'), except where stated otherwise in these Special
Conditions.
2. New Construction This Certification is for the installation of a System to serve
new construction or an existing facility with a proposed increase in flow, for
Infiltrator Chamber,Infiltrator Inc. Page 5 of 6
Approval for General Use—May 22,2014
which a site evaluation in compliance with 310 CMR 15.000 has been approved
by the Approving Authority and the site meets the siting requirements for new
construction, as provided in Paragraph 6 in section II Design and Installation
Requirements of the Standard Conditions.
3. Remedial Site This General Use Certification also applies to the installation of a
System for the upgrade or replacement of an existing failed or nonconforming
system,provided that the facility meets the siting requirements for upgrades, as
provided in Paragraph 7 in section II Design and Installation Requirements of the
Standard Conditions
4. The System shall be exempt from the minimum inlet spacing requirements of 310
CMR15.253.
�5. The System shall have a minimum of one inspection port through the top of one
of the chambers. The inspection port shall be capped with a screw type cap and
accessible to within three inches of finish grade.
6. When the System is installed in trench configuration,then the system shall
comply with these requirements:
a) Length (each trench) 100 feet maximum (310 CMR 15.251(1)(a));
b) Width (each trench) 2 feet minimum to 3 feet maximum (310 CMR
15.251(1)(b)). - Chambers greater than 3 feet wide, when specifically
approved, are subject to other Special Conditions and limitations;
c) The minimum separation distance between any two trenches shall be two
times the effective width or depth of each trench, whichever is greater, or
where the area between trenches is designated as reserve area,three times the
effective width or depth of each trench, whichever is greater(310 CMR
15.251(1)(d));
d)LThe effective leaching area shall be calculated using the bottom area and a
aximum of two feet(per side) of side wall area for each trench (310 CMR
15.251(1)(e));
e) Trenches shall be situated, where possible, with their long dimension
perpendicular to the slope of the natural soil. Where possible they shall follow
the contour lines (310 CMR 15.251(2));
f) Trenches constructed at different elevations shall be designed to prevent
effluent from the higher trench(es) flowing into the lower trench(es) (310
CMR 15.251(3));
g) The area between trenches may be designated as system reserve area only
where the separation distance between the excavation sidewalls of the primary
trenches is at least three times the effective width or depth of each trench,
whichever is greater(310 CMR 15.251(4)) - Chambers greater than 3 feet
wide, when specifically approved, shall be separated by three times the actual
width and are subject to other Special Conditions and limitations; and
A
Infiltrator Chamber,Infiltrator Inc. Page 6 of 6
Approval for General Use—May 22,2014
h) Effluent distribution lines exceeding 50 feet in length shall be connected and
venting provided in accordance with 310 CMR 15.241 (3 10 CMR
15.251(11)).
7. When installed in trench configuration, approved Alternative Chambers greater
than 3 feet wide:
a) shall be installed with a minimum separation distance between any two
trenches of two times the actual width of the chamber, or where the area
between trenches is designated as reserve area, three times the actual width of
the chamber; and
b) shall only be entitled to a maximum effective width of 3 feet for the purposes
of calculating total effective leaching area.
8. When installed in a bed or field configuration, the System may be installed
without distribution piping, but must comply with the following requirements in
310 CMR 15.252:
a) the use of leaching beds or fields is restricted to systems with a calculated
design flow of less than 5,000 gpd per leaching bed or field (3 10 CMR
15.252(1));
b) the maximum length of chambers in series shall be 100 feet(3 10 CMR
15.252(2)(b));
c) separation distance between adjacent beds/fields shall be ten feet(3 10 CMR
15.252(2)(f)); and
d) the effective leaching area shall include only the bottom area, not the
sidewalls (3 10 CMR 15.252(2)(i)).
9. For Systems constructed in fill and installed, the System shall be installed as
specified in 310 CMR 15.255- Construction in Fill, except the minimum 15 foot
horizontal separation distance to be provided between the soil absorption area and
the adjacent side slope shall be measured horizontally from the top of the
chamber.
10. The System is exempt from 310 CMR 15.287, specifically items: (5) requiring
written notification of alternative system prior to property transfer, (6) need for a
certified operator, (9) need for an operation and maintenance contract with an
operator and (10) deed notice requirement.
TOWN OF BARNSTABLE
LOCATION (( ,4�74rc•-L ,4427A�(h SEWAGE# �,6 a�
VILLAGE CCNr Lrs2unj u ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. 0_6-.eX e"T_91
~ SEPTIC TANK CAPACITY 4:� 1(`;i R4, /e-0 '
O $�Er[_ 7 "lam
0
LEACHING FACILITY.(type) !Z �G/ — (size) W 4 X 16,__ iLrx �S
NO.OF BEDROOMS �'� �- Ss� I#4 4'r(L— #Zalt�, ("
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
q p
O
� T t
/ \1
i
�97o� � e�a��
Town of Barnstable
Department of Regulatory.Services
Public Health Division Date /Q JH
,l�D h1 200 Main Street,Hy naffs MA 02601
W/o ,Date Scheduled JA D/ Time F'ee Pd. �y.
.goal Suitability .A.ssessmentfor Ste �,� Z 9
Performed By: 11 Ce'M .0 �ya WIC,
U Witnessed By:
_
LOCATION&GENERAL INF'ORMA"T O
LoealionAddregs CI' Q",/ f(vwl ff Owner's Name �
Ce4r t e J
/�/ J Address
Assessor's Map/Parcel: ! / '` Engineer's Name
NEW CONSTRUMON REPAIR ^7Telephone# �Q�
Land Use: I C s� .�� Slopes(9f,) f, U Surface Stones N U�/
Distances from: Open Water Body,--f< possible Wet Area�� Drinking Water Well ft
Drainage Way ft Property Line �� ft Other
fk
S1METCH (Street name,dimensions of lot, act locations of test ho a gists,locate wetlands-In proximity to holes)
jo
20zi
qa ,rs
1
• d 1
Parent material(geologic) 0 U-VW431 - Depth t0 Bedrock ]z G
Depth to Groundwater. Standing Water in Hole:. Az o - /T Weeping from Pit Rap-
Estimated Seasonal High Groundwater
DETERMINATION FOR.SEASONAL RI_ WATER TA$�r�'t
Method Used:
Depth Observed standing in obs.hole: Vd !a Ia. Deptt to soil mottles. —In,
Dcpth to weeping from side of obs,hole: In, Groundwater Adjuatwant
Index Well# Reading Date: Index Well loVel _ Add,factor,...,_,,._ Adj,Clrt?utldwater Level „
PERCOLATION TEST Date- T nza
[Depth
bservation
ole# Tlme at 9"
of Perc Time at G"
—^—Start Pre-soak Pre-soak Time @ Timo(911-611)
End Pre-soak
Rate Min./Inch
Sitc Suitability Assessment: Site Passed SlIp Falled: Additional Testing Needed(YIN) &Z
Original: Public Health Dlvlsioa 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 Cousevvation Division at least one(1)weal;;prior to beginning.
Q:1S EPTICIPER CFORM.D O C
DEEP.OBSER(rATION HOLE LOG Hole# I
Depth from Soil Horizon Soil Texture .Shcl Color Soil• Other
Surface(in.) (USDA) (Munaeli) Mottling (Stmcturc,Stones;Boulders,
o i ten,y�96'Grayel)
Z//
may-
�z� c A16 s !G 1M
DEEP 013SERVATION HOL1 LOG Bole# Z
Depth from Soil Horizon Soil Texture Soll Color Soil Other
Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones.Boulders.
Consistency,To Grave
DEEP OBSERVATION 11OLE LOG Hole�.
Depth from Soil Horizon Soil Texture Soil Color Soil Other'
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co i to c e
DEEP OBSERVATIOld HOI.,]C+ LOG ]f[ole#
Depth from Soil Horizon Soil Texture Soil Color soil Other
Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones;Boulders.
Co si ton
y
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes
"Within 500 year boundary No Yes
Within 100 year flood boundary No._ Yes_._..Yr
.Depth of�latutraTly Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the
area proposed for the soil absorption system?
If not,what is the depth of haturally occurring pervious matarlal?
Certification
I certify that on (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 CUR 15.017.
• Signature
A. *(9 fcn Qd WC-- Datb
' Q:15,L1'TlC1T'L�1tCnORM.T�OC '
r � -
No. � / r ..........(� ........
THE COMMONWEALTH OF MASSACHUSETTS
g BOARD F HEA TH
. .......
....
O F.............. ... ......._....... ..... .......................
,x1j,plirttfion for Disposttl Works Tonitrnrtion rrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
system t: �+a�� J4���" � 6�
�' ♦&*/
.....--•-........._. . . • .......................................................... ..........................................................
ocatio ddress 1254_ 000-...or No.
•---•................................•... .. .................................... - ............_......
L>a Oei r ® Address
......... .......... .... ........••......----............---------•-•..................•.... -••---•-----------•-•-_....•--•--............•-ddre......... �........................••-
Installer Address i�
dType of Building Size Lot------------- '" q. feet
V Dwelling No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
pOther—Type of Building ............................ No. of persons Showers ( ) — Cafeteria ( )
dOther fixtures -----------------------------------------•-----••-----•----------------•...•-----••-----•--••----------------------�----------------....---------
W Design Flow.........7.%k.................... lions per person per day. Total daily flow........ . _.."A. ..__........._......gallons.
WSeptic Tank—Liquid capacity..J. ._.._gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No. .... ............. Width.................... Total Length.................... Total leaching area•-_--_--------..--sq. ft.
x 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. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
fX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a -----------------------------------
•--•-•------.............................................•--......-•-.....••-•--.....-------••-•---•--..........--
0 Description of Soil........................................................................................................................................................................
x
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 TITLE 5 of the State Sanitary Code— The under Wined further agrees not to place the system in
operation until a Certificate of Compliance has been ' s d by t o d of h t . 7
gned... .............................. ....................................... .. _.
Application Approved BY. . --.-----• .. ?/-- ------- -------------
Date
Application Disapproved for th following reasons-------------•----•-------------•----•-----------------••---•----------------•-••---------- ....._..--......
-•------------•------•.......................•--...--------••-•---.........--•--•-•----................-----................--•-•-------------------------------•-•-------------------•................
Date
PermitNo.......................................................... Issued-............................
...........................
Date
J .
t r •�� �
�� �J/�Ji
No. -"''. _-_-:--- : FEs........ ..........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
?.its ...... .........OF.............. ,... ...{
Appliration for Diipniittl Workii Tonitrurtion rumit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
.......... .'°� F `.. fit'•-..�t.. ��..........t ,..... ...-- . �`-• - �'
a Locatiou.—Address to or Lot No.
...........................Yt"+ t��: . :......r..„........-� .............'--.............................
w Ow 6r f Address
( ..............
Installer Address
d Type of Building Size Lot........._..._,:...........Sq. feet
Dwelling—No. of Bedrooms.............."^::...........................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
a' Other fixtures ___________________________________
w Design Flow._____._..y_. -`a__..______________________gallons per person per day. Total daily flow_._.._:(_�_.')__�n____.._.__.__.._.__gallons.
WSeptic Tank—Liquid capacity__:(_`: gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No-----a_....� Diameter.................... Depth below inlet..................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................mtnutes per inch Depth of Test Pit.................... Depth to ground water........................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
1:4 ----'-•-•--••••-••--•---•---•••••••••---....-•••'••-•-•-----------•......................•--'----'-'.........................................................
ODescription of Soil......................................................................••....----------------•----•--....-------------•----....----.._..-••--•--•-•___......------_-----
x
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 TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been,it sued by thebo�rd of health.
St 'ed....... r ...t . ----..' ...... --.�-....--------------------------
ApplicationApproved By-•-•-•• -••-•-•--..............................................................................
Date
Application Disapproved for the following reasons:_______•_______________________________•_____________...........................................................
-----•-•-•-•----•-•-••---•----•-•-•--•---••--•--•-••----•---------•-•-•--••--'•-•-•-•---•..................
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF..............................................................I......................
CIrrtifirate of Tong hattrr
THAT CERTIFY, That/ee. Za.'. wage,�Isp System constructed ( ) or Repaired ( )
by..... el �
...... . ...... ................................................................. ............
......... ."
has been installed in accordance with the provisions of TIT ,ofhState Sanitary Cole �ele� rein the
application for Disposal Works Construction Permit No_________________________________________ dated_..-----------------(______...__.__.__..________
THE ISSUA CE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM VIAL FU CTION SATISFACTORY.
DATE....... . ..............•-------'-•"-•-------......._...... Inspector--•••• --•-- ...........--•---------..................._._._..............•-----..
THE COMMONWEALTH OF MASSACHUSETTS
1
BOARD OF HEALTH
OF.........................................e,
No.........................' FEE........................
i �rottrk T.I.�onitration rrmit
Permission is her granted........... •._.- --, -_ --------- ----------- ---••----------------------------•--....-•••••-•-._.........___----_.
to Construct ( patr ( an Indivi al Se a D' sal em
atNo..•••••-•... •- --.. .......... ---- ----------'--•------------ . -----•-•-----------•------_._--------•----•-------•---•------•------•----- /.
Street
d
as shown on the application for Disposal Works Construction Permit No_____________________ Dated..........................................
_......•----------------'----...._....••----••-••-------•----•••-•-•.......••----•----'•--••-------•-•••.
DATE..... --- 3--•--� Board of Health
FORM 1255 A. M. SULKIN, INC., BOSTON ,i
oc
v v n z c
� s �
rw N A• {�
3 s s
19 3 N
r
� r
= N _
A N s 311
N «
C
30
N
;
z
0
^, f
1
5a �
b
I S1►�Gtc FA�ntt_Y - BF-IDRo9M
D!a►L�( F 1-ow .. 11 o X 3 =
5EPT%C TA►JK = 330x150% =-4956.P0 _ /o/, 39
u5E loon GAL.
o15Po5At_ P1T v5E t000
BOTTOM AREA=
5 0_ i
o S.t^ x i• o � 5•o G.P.
'To'TAI.-. G.PE>- /3 S
'TOTAL. pA I Ly FL-oW = 33o G.t?o. - ` .�Fi�cN�BaK
PER.COLAT►ON RATE ] 1''IN 2MIN o122.La55
Z E�-rsrivcr �• /
I ��N Of k
ti
MCHARD qrN ALA"
A. «; t I ti
BAxTER
No.210480 ,p�No' f0010
il
t `/ /DO•,S ti
`W . `gyp
TEST G3/ r�6 s.s,/1 To P FND t [i s
sfl
S.3• _ G ^ INv. sZ.o
r � I
loov INV.
�t�Sci/c t7►ST. INS•
a°X S6PTIG .SIB
G rn.NK
1000 INS. .S/.
�`6P�✓EL GAS. S/U
LEAC"
,I � PIT INY. INV.
11 uJ I T N .�/•_Z. .S/•5C
WAS}1GD
.S,Qi✓� 6•ry N F.s
yso
' CERTIFIGP PLOT PLAl.1,
�,4r�,� PRUFIL� LoC4�1oN I
C�NTEP.�/I L�,c I
y/D 1..10� SCAI..E ..-SCALE �` SATE CP,IIs �83 i
p L A t`! REF 62.EN GE
1 C E RT 1 F Y T N AT 'f N E B �A.T►o*1 Stiao 1rYN
NEczEorl GoMPI-`(5 Y�ITN�THE �,Io�LIt�E ,�oT��f
A 1.1 D 5 6T e44G K R.6 Q t)I R.]~M E NT o F
•'To W N OP 13 AP.N STA.13l.r� AND I S W c-'
t.OGp.TE D •W 1TF111J T .E G\,.O PI.A ►.1 7 SECT/v�t/� j
PA-T E 6- IS E3 I
BAXTEQ.a WYE INC• i
I REG 1 SZ E.26V'►-AN 0 5 u R.v
ITu15' ob AN osT'Et2v1LLlr • MP.sS•
I I!J•5•TR.uM6NT Su2vey �- -rNE vFF5E75 suouQ> au_ Il�1G.
NoT aE •U5E0Td 0e7F- ICI►-IE LOT LII-tE�j APP1_ICA►�'r 'ALA K �. ��l . _.
LAUNDRY ROOM
O O O O O
PA
EXISTING CONDITION
5ASEMENT
Jl
O O O O O O
NEW CONDITION
5 ASEMENT
91 ANSEL HOWLAND ROAD
CENTERVILLE MA .
SYSTEM STEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR Stye
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD 29 00k on 5
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE Roce one Thee
\
P 2• MUNICIPAL WATER IS EXISTING
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE TOP FOUND. EL. 56.6' 3. MINIMUM. PIPE PITCH TO BE 1/8" PER FOOT. 9shi \ a
MINIMUM .75' of COVER OVER PRECAST 2% SLOP EQUIRED OVER SYSTEM 55.4' a.
NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
PRECAST H-10
RISERS (TYP.) THICKNESS REQUIRED UNITS TO BE AASHO H-1Q }o a
2 0 53.7 4"OSCH40 PVC Fo o
t; PIPES LEVEL 1ST 2' 2" DOUB[. WASHED PEASTONE / 5. PIPE JOINTS TO BE MADE WATERTIGHT.
. OR GEOTIf TILE FABRIC ✓ a r
EXISTING 52'4 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE c Gr cc o d
10 14" :•
• TEE SEPTIC TANK** TEE WITH 310 CMR 15.000 (TITLE 5.) or �o v,
GAS BAFFLE:.` °°°°°°°°°°°° o 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
°°°°°°0,°°°° D a
NOT TO BE USED FOR LOT LINE STAKING OR ANY �o pt �� pQ 3
52.07' 51 .9' �80 2 0 49.9' OTHER PURPOSE. ae�r eto s
o -
6" MIN. SUMP o0 0 000 2t
12" MIN. INT. DIM. T 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. p
H-20 3050 INFILTRATORS �rQ
"� '� CONC9. EALED EWITHOUT INSPECTION NTS NOT TO BE KBY BOARD OF �5e ChoppoU/ s
6" CRUSHED STONE OR MECHANICAL FILLED OR
3/4 TO 1 1/2 DOUBLE WASHED STONE
COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD o n
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' OF HEALTH. po
5
( 1.4% SLOPE) ( 1 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
FOUNDATION EXIST. SEPTIC TANK 16' D' BOX 2' LEACHING _ VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH-1 & TH-2 ASSESSORS MAP 172 PARCEL 223
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS NO GROUNDWATER FOUND 44.9 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE AND REMOVED OR PUMPED AND FILLED WITH CLEAN
CONDITIONS IF NOT SUITABLE SAND.
/ Q)�
MAP 172 \��
PARCEL 223 / ���� �' SYSTEM DESIGN:
0.42 AC.+
?', GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD 330 GPD
Ce
USE A 330 GPD DESIGN FLOW3'G 3 � '
.92 55.94 SEPTIC TANK: 330 GPD (2) = 660
/
�94
5' REMOVAL OF UNSUITABLE SOIL REQUIRED / \\ �' RE-USE EXISTING SEPTIC TANK**
AROUND PERIMETER OF LEACHING FACILITY, / 55.91
DOWN TO SUITABLE SOIL LAYER. REPLACE �• LEACHING:
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3) // / °QP SIDES: 2 (30.4 + 10.25) 1.85 (.74) = 111 GPD
TEST HOLE LOGS , 5 2 55\91 / Q BOTTOM 30.4 x 10.25 (.74) = 230 GPD
/
ENGINEER: ARNE H. OJALA, PE, SE \ 5.75 TOTAL: 462 S.F. 341 GPD
WITNESS: DONNA MIORANDI, RS ��-�� \� / 55.7 USE (4) H-20 3050 INFILTRATORS
DATE: NOV. 18, 2014 \ \\LP�i _ o� WITH 1' STONE AT ENDS AND 3' AT SIDES
PERC. RATE _ < 2 MIN/INCH 00
t� 1.93
CLASS I SOILS P# 14558 o��o. \ \ 5.� M.32 �o
5.9
ELEV. ELEV. a �� 55.66�
Ott IT, 55.4 0�, 4 55.4 �� 43 I 1 .34 55.17 MA
APPROVED DATE BOARD OF HEALTH '
FILL FI LL
36" 36" BENCHMARK. USE TOP OF BULKHEAD .87 .6
A/B A/B AT ELEV. 5s.o' 5�. 55.95 %�; TITLE 5 SITE PLAN
SL SL 0 OF -
„ 10YR 2/1 10YR 2/1 55.
38 38 54.59 ��2 91 ANSEL HOWLAND ROAD
8 �
B B CENTERVILLE
�-S SL SL 54.50 54.27
PREPARED FOR
10YR 5/4 10YR 5/4 �C�\� 5.34
66 49•9 66 49•9 / �o �° ti "A OTTI CONSTRUCTION/DEHAAN
�NOF�Ass ? DANIEL ti
1
�H��MAs .31 4tHOFMgss �o�' DANIEL A NOVEMBER 20, 2014
'}- y PERC C C oyG� o�'�� ctic o No.40980
� DANIELA� N � OJA•LA OJALA
DANIEL A.
t�l) OQ Q J OCIVI�L o� OJALA o No,40980� oFEss�o� off 5008_362_4541
MCS MCS No.46502 CIVIL �oF SUR�Ey� fax 5 8 362 9880
502� lq D downcope.com
NAL �F GP down cage engineefiag, Inc.
126" 10YR 5/5 44.9' 126" 10YR 5/5 44.9' +� �. DNAL
civil engineers
Scale: 1"= 20' �1-Lo- C` ` land SurveyOrs
NO GROUNDWATER ENCOUNTERED �
939 Main Street ( Rte 6A)
1 4-29 7 0 10 20 30 40 50 FEET . DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675