HomeMy WebLinkAbout0491 PHINNEY'S LANE - Health 491 Phinney's Lane
Centerville
== 230— 101 —003
i
No. 42101/3 ORA
ESSELTE y
10%
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TOWN OF BARNSTABLE
LOCATION q P/���yni V S SEWAGE#-;ZOO 9 -
VILLAGE ASSESSOR'S MAP&PARCEL .23 0 -10.100 3
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /,S 60
LEACHING FACILITY.(type�"ALq (size)
NO.OF BEDROOMS 2
OWNER eM S r
PERMIT DATE: '7 -;Z 9,-0!' 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 Of any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY /-I. U rC,6,A1%E 11/1.
_37 -
�"
30
-3y_
TOWN OF BARNSTABLE
LOCATION � —�-- SEWAGE #
VILLAGE �- ��+ASS SSOR'S MAP & LOT
PHONE N0.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO. OF BEDROOMS
BR-OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between ®I
Maximum Adjusted Groundwa'XITble to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility, (If any wells exist
acili ' Feet
on site or wtthtn 200 feet of leaching f ry)
Edge of Wetland and Leaching Facility (If any wetlands exist
within 300 feet of leaching facility) Feet
Fumished by
TOWN OF BARNSTABLE T�%-`��
LOCATION y�101-� f L-G�"� SEWAGE #
VILLAGE CPO/ldyi'//4e ASSESSOR'S MAP& LOT
II:iSTALLER'S NAME&PHONE NO. To 4 yZ b-9Jr9 5-
SEPTIC TANK CAPACITY /Oy 1p
LEACHING FACILITY: (type) /000 ale (size) )e/y
NO.OF BEDROOMS 5
BUILDER OR OWNER •GPv v z u
AZAa
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �• 1 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
l -
3
Y
No. 200 9 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Applicatiou for 33igo at *pg (fou.0tructiou permit
Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) L�-1'Complete System ❑Individual Components
Location Address or Lot No. / 4/it/41,g vS &s✓/C Owner's Name,Address,and Tel.No.T W. V-54&
Assessor's Map/Parcel 101 o
Installer's Name,Address,and Tel.No./%#-JPf'4"**710 a C'Ir `; C' Designer's Name,Address d Tel.No. A V�
$c off• w. ,4n•✓. n L ST .5 4je e4-i
6
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ® �� gpd Design flow provided 330 gpd
Plan Date "'; �p q Number of sheets Revision Date
i
Title
Size of Septic Tank DOG 7 Type of S.A.S.
Description of Soil (.0.9ii-r ���ifs✓
Nature of Repairs or Alterations(Answer when applicable) /�/5�/)L�. /1/�Ld 5,P. 77 `6
ISO G 7,41Y/:
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 ✓Ce . Date AA a )Av�
Application Approved by Q• S Date .260
Application Disapproved by: Date
for the following reasons
Permit No. 2 00!7 Date Issued
x
' _ . �• r a ._.__.. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC.HEALTH DIVISION - T 6WN OF BARNSTABLE, MASSACHUSETTS
'.:�� pplication for Migogal �p�Ab
ens �Corrgtructior� errr�it
Application for a Permit to Construct( ) Repair( ) Upgrade an ( ) L cJ-'Complete System ❑Individual Components
LJ ,p
Location Address or Lot No. 7 9� / /l 15,,�y ✓15, &,f✓L Owner's Name,Address,and Tel.No.
Cris,;=-r'UlLL/ (o y H E/Z i%AG,1•
Assessor's Map/Parcel ..�� " M •-- 0. VAIZ
4Ah'Ud lJ,c�'NiVA Installer's Name,Address,and Tel.No.�� �' Designer's Name,Address a d Tel.No. v ��
a°t$6 0 . L<J P,cfZA/. /2 cQ 1--A`5T
O 5% 62G.S�S S '7 3.>
Type of Building:Dwelling No.of Bedrooms A Lot4ze .2 sq. ft. Garbage Grinder ( )
Other Type of Building .<<,.'`: No of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 210 _rA4 gpd 'Design flow provided 330 gpd
Plan Date C94619 140 9 Number of sheets Revision Date
Title �\ °
Size of Septic Tank DOG I w Type of S.A.S. Z_-
Description of Soil t ( p,�H r — A�✓
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to',ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this.Board of Health. `
Signed Date 116 '
Application Approved by as _ Q• 4C Date 2�0�
Application Disapproved by: Date (1
v
for the following reasons
Permit No. Date Issued 'O�
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 E 5-T k F F o ►-D
c
at e-j Of Q H i N N£ r S LAW L I fw I U 1 LL& has been constructed in accordance
with the provisions of Title 5`an'd the for Disposal System Construction Permit No. 2,0001 t" �•�� dated
Installer A,�L"A Q clt] Y I h"-TE. Designer A y i b -7 H U t. i V4
#bedrooms ?, Approved design flow 3 2,0 gpd
The issuance of thi WOh 11 of be construed as a guarantee that the system w' tio} as designe
Date �� Inspector a
im s'C rL�e-'
t ���' - �- -
No. 1 2 2 2 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Mi5po.5al gipsstem Cow6tructioll Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ,)
System located at /" i //'1 Al"�"`/lS ZA N4 , �5.1) T-Orr-V i4-4.6
/
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 pe
Date 7— e z— Approved by -F..�M �� •J
Town of Barnstable
OFtNE Tqk, Regulatory Services
ti
o„ Thomas F. Geiler, Director
STABLE, * Public Health Division
9 MASS.
i639' a`� Thomas McKean, Director
ED MAC
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 8/5/0 9 Sewage Permit# 2 0 0 9-2 2 2 Assessor's Map/Parcel 2 3 0-1010 0 3
Installer & Designer Certification Form
Designer: David C. ' hul in, PE PLS Installer: Ot c ';Ix 0h
. _ �: Road address: �(P 45/ (J. ygiz �
East Sandwich, MA 02537
On 7-29, was issued a permit to install a
(date) (installer)
septic system at 491 Phinney' s Lane based on a design drawn by
(address)
David C. Thulin, PE PLS dated june 3 , 2009 rev, 7/22/09
(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. Stripout (if required) was inspected and the soils
were found satisfactory.
x 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. Stripout (if required) was inspected and the soils
were found satisfactory.
Note : System installed lower ch existing bldg. sewer elev.
�,P��Ne'''4su� As-built plan is attached.
DAVID �y
Insta , 's Sig ture) o C. N
'rH 1
o No.29976
v y c1% IL �0
Fc�IST �
signer's Signature) �Ssraaa��� ffix Designer's Stamp Here)
PLEASE RETURN TO BARNS' E PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVEDBY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
t
q:\office forms\designercertification form.doc
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DAMD C. THULIN, PE, PLS SEPTIC SYSTEM - AS-BUILT PLAN
211 MILL ROAD
EAST SANDWICH, MASSACHUSETTS 02537 491 PHINNEY'S LANE
PREP. FOR: LENS BAY MGT. DRAWN BY: PST I CHKD BY: OCT CENTERVILLE, MA
JOB No: 09-009 REV.
SHEET 1 of 1 SCALE: 1" = 30' DATE: 8/12/09
r
'j P� rgwti Town of Barnstable Barnstable
Regulatory Services Department 1 M;caC�
BARNSTABLL
9 �� Public Health Division
200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
03/23/09
Mark Holmquist
Re: 491 Phinney Lane
Centerville, MA
ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5
The septic system located at, 491 Phinney Lane Centerville, was last inspected on
01/19/2006, by Robert J. Bortolotti a certified septic inspector for the State of
Massachusetts.
The inspection of the septic system showed that the system"Failed"under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
"Single cesspool automatic failure Town of Barnstable."
The deadline for repair 01/25/08 has past. We, The Department of the Board of
Health, have not been informed that you have taken any steps to bring your failed system
into compliance. Therefore, you are ordered to repair or replace the septic system within
60 days from the date you receive this notification.
Note: I have discussed this matter with Mark Holmquist, who understands that progress
toward project completion is the goal and no further enforcement procedures will be
necessary if you address this matter promptly. Improved water quality is goal, which will
benefit property owners, their tenants and the town.
If you have any questions please call me at (508) 862-4641 or e-mail
karen.malkusgtown.barn stable.ma.us.
Karen Malkus
Health Division
Coastal Health Resource Coordinator
cc Mark Holmquist
Town of Barnstable Barnstable
hamd
Regulatory Services Department M�MeicaC i
LL
"4"
Sb39. Public Health Division j .�'� a
200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
03/23/09
Patricia Morell
Good Sherperd Property Trust
3900 Bokel Drive
Chantilly, VA 20151
ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5
The septic system located at, 491 Phinney Lane Centerville, was last inspected on
01/19/2006,by Robert J. Bortolotti a certified septic inspector for the State of
Massachusetts.
The inspection of the septic system showed that the system "Failed" under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
"Single cesspool automatic failure Town of Barnstable."
The deadline for repair 01/25/08 has past. We, The Department of the Board of
Health, have not been informed that you have taken any steps to bring your failed system
into compliance. Therefore, you are ordered to repair or replace the septic system within
60 days from the date you receive this notification.
Note: I have discussed this matter with Mark Holmquist, who understands that progress
toward project completion is the goal and no further enforcement procedures will be
necessary if you address this matter promptly. Improved water quality is goal, which will
benefit property owners, their tenants and the town.
If you have any questions please call me at (508) 862-4641 or e-mail
karen.malku.sntown.barnstable.ma.us.
Karen Malkus
Health Division
Coastal Health Resource Coordinator
cc Mark Holmquist
oF
Town of]Barnstable
Department of Regulatory Services
Public Health Division Date
s619 �6� 200 Main Street,Hyannis MA 02601
._ .
Date Scheduled l) Time I I Fee Pd._ UU
Soil Suitability Assessment for Sew ge Disposal
Performed By:4014 V�, (_ (///I-� Z99� Witnessed By: , ? AT
LOCATION& GENERAL INFORMATION
Location Address 0 ner' Name Hq
C=11V V Address
Assessor's Map/Parcel: �4 00 50KIEL DQ-,Chu�.(�
P�1 tp 23o Porecl 101 6 03 Engineer's Tate•(
NEW CQNSTRUCTION . REPAIR a,/iG ' �l-n i Q FLC,
Telephone# „rj'C)S _c q•_2 �5
Land Use sSCC) r %Slo es _ a
P ( ) 7 /b Surface Stones NIA.
Distances from: Open Water Body J ft possible Wet Area
N.A. ft Drinking Water Well •) �Jb• ft
Wa
Drainage * x
g Y 1�1� ft Property Line Z ft Other ft
SKETCH:(street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
� �-gip" °�, •
Parent material(geologic) Depth•to Bedrock
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal,High Groundwater F__ C(CV 3S r4 G V P
DETERMINA ON FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: jfl,
Depth to weeping.from side of obs.hole: � in, Groundwater' ties:
t ft.
Index Well# _ Reading Date'_ Index Well level .tl Adj,faetor , Adj.Groundwater Uvel,
-_ PERCOLATION TEST bate Time.
Observation
Hole# � Time at 9"
Depth of Perc ��t I Time at 6"
Start Pre-soak Time @ 01K_ CAM Time(9"-6")
End Pre'soak i' M 45 �1 Q 1 L— ) 5 Y+1 Irk ,
r
Rate Min./Inch G7
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:\SEPTIC\PERCFORM.DOC
L
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon SpiI Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency,%Gravel)
o -9� oa.M Y23/2 NA of loan ro
-3n 6 Zaap" f)? /oY12SIG /Ut4 ab�c
C �'oG�sc,S�, o JARS! A 67ra vC ,10 csc
?�V 6 .3 AIA- rd0Sc
DEEP OBSERVATION HOLE LOG Hole# 7-_
Depth,from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.'
Consistency,'Yo ravel
0-- 9,, Lnawt ioY23/i lea V ,-sod
9- 9V JJ toy SA. NA F,1,G+.(7>^^�
ooise-ran j Zs a( 3 ZC,
cva
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel
Loam a;231L 20a'
GM Sant
b - " G " aX.r J4. /O Ye AA -cove/l ZaCr
e-. 40 cf►' V f 3 A- use
rd vrr�wa �/
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders.
Consistency.
Ae L.00 0 2-Z
L" GYl?S 14 /`
t �2, �Z" G A/ dJC_
Z r C 1C-C f
Flood Insurance Rate Map: '
Above 500 year flood boundary No_ Yes
Within 500 year boundary No= Yes _---�—"'
Within 100 year flood boundary No Yes -
Depth of Naturally Occurrine 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? V,-C -. ,
If not,what is the depth of naturally occurring pervious material? . 14
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Env*onmental Protection and that the,above analysis was performed by me consistent with .
the required trai ' ,expertise an erience described in 310 CMR 15.017. A
Signature Date 3
QMkEPTl0PERCFORM.DQC
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 IAN A.BOWLES
Governor
Secretary
TIMOTHY P.MURRAY LAURIE BURT
Lieutenant Governor
Commissioner
MODIFIED CERTIFICATION FOR GENERAL USE
Pursuant to Title 5, 310 CMR 15.000
Name and Address of Applicant:
Advanced Drainage Systems, Inc,
4640 Trueman Boulevard
Hilliard, OH 43026
Trade name of technology and model: BioDiffuser; 14 inch and 16 inch High Capacity; 11 inch
Standard and Bio 2 and Bio 3 BioDiffusers,ARC 36, ARC 36HC, and ARC 50 (hereinafter the
"System"). Schematic drawings of each model are attached.
Transmittal Number: W000052
Date of Issuance: October 3, 2003, Revised December 17, 2003, Revised June 14, 2006
Revised July 19, 2007, Modified February 14, 2008, Modified July 23, 2008,
Modified October 30, 2008
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: Advanced Drainage Systems, Inc.,
4640 Trueman Boulevard, Hilliard, OH 43026 (hereinafter "the Company"), for General Use of the
System described herein. Sale and use of the System are conditioned on and subject to compliance
by the Company and the System owner with the terms and conditions set forth below. Any
noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR
15.000.
October 30, 2008
Glenn Haas,Acting Assistant Commissioner Date
Bureau of Resource Protection
This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868.
MassDEP on the World Wide Web: http://www.mass.gov/dep
Z10 Printed on Recycled Paper
U
BioDiffuser-Advanced Drainage Systems
Modified Certification for General Use
Page 2 of 7
Department of Environmental Protection
I. Purpose
1. The purpose of this Certification is to allow use of the System in Massachusetts, on
a General Use basis.
2. With the necessary permits and approvals required by 310 CMR 15.000, this
Certification authorizes the use of the System in Massachusetts.
3. The System may be installed on all facilities where a system in compliance with
310 CMR 15.000 exists on site or could be built and for which a site evaluation in
compliance with 310 CMR 15.000 has been approved by the local approving
authority, or by DEP if DEP approval is required by 310 CMR 15.000.
II. Design Standards
1. The models listed in Table 1 are covered under this Certification.
Table 1. Chamber Dimensions
Dimensions Invert
Model W x L x H Height
Inches Inches
11" Standard BioDiffuser 34 x 76 x 11 6.5
ARC 36 34.5 x 60 x 13 7.13
14"High Capacity BioDiffuser 34 x 76 x 14 9
16"High Capacity BioDiffuser 34 x 75 x 16 11.3
ARC 36HC 34.5 x 60 x 16 10.75
ARC 50 51.5 x 42.75 x 30 21.4
Bio 2 BioDiffuser 15 x 87 x 12 6.87
Bio 3 BioDiffuser 22 x 87 x 12 6.87
2. The System is an open-bottom leaching unit molded from high density, high
molecular weight polyethylene (HDPE) Type III, Class A or B, Category 1 or 3 or
Polypropylene Group 03, Class 3, Grade 0. It can be installed without aggregate or
distribution pipe as an absorption trench in accordance with the requirements in 310
CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR
15.252.
3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the
System when installed as a trench, bed or field. When designed with aggregate in
BioDiffuser-Advanced Drainage Systems
Modified Certification for General Use
Page 3 of 7
accordance with 310 CMR 15.253, the System shall be designed in accordance with
Section II item 10.
4. The minimum separation between any two trenches shall be as specified in 310
CMR 15.251.
5. The requirement that the Chamber installed in trench configuration as specified in
310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not
applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of
one inspection inlet shall be installed per system. The inlet shall be capped with a
screw type cap and accessible to within three inches of finish grade.
6. 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 Side Port Coupler to Side Port Coupler including Side Port
Coupler.
7. For new construction, the applicant can size the System in a trench configuration
without aggregate, using the effective leaching areas presented in Table 2. No
System shall be designed and constructed with a soil absorption system area of less
than 400 square feet of effective area.
Table 2. Effective Leaching Area for New Construction
And Remedial Sites
Effective Effective
Model Leaching' Leaching2
Area Area
SF/LF SF/LF
I I" Standard BioDiffuser 6.5 NA
ARC 36 6.8 NA
14"High Capacity BioDiffuser 7.2 NA
16"High Capacity BioDiffuser 7.9 NA
ARC 36HC 7.8 NA
ARC 50 NA 6.6
Bio 2 BioDiffuser 4.0 NA
Bio 3 BioDiffuser 5.0 NA
1. Effective leaching area is equal to 1.67(bottom width+(2x invert height))
2. Effective leaching area is equal to 1.0(bottom width+(2x invert height))
3. The maximum trench width allowed to calculate effective leaching area is 3 feet.
8. Systems installed on remedial sites shall be allowed to utilize the effective leaching
areas presented in Table 2. above or additional reductions in soil absorption leaching
BioDiffuser-Advanced Drainage Systems
Modified Certification for General Use
Page 4 of 7
area approved by the approving authority in accordance with 310 CMR 15.284. 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.
9. In accordance with 310 CMR 15.240 (6) absorption trenches should be used
whenever possible. When the System is installed for new construction without
aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System
shall be designed using the effective leaching area for the bottom width presented in
Table 3. No system shall be designed and constructed with a leaching area of less
than 400 square feet of effective area.
Table 3 Effective Leaching Area for Bed or Field Configuration
Effective
Model Leaching
Area
SF/LF
I I" Standard Biodiffuser 4.7
ARC 36 4.8
14"High Capacity BioDiffuser 4.7
16"High Capacity BioDiffuser 4.7
ARC 36HC 4.8
ARC 50 7.2
Bio 2 BioDiffuser 2.1
Bio 3 BioDiffuser 3.1
1. Effective Leaching area is equal to 1.67 times bottom width only.
10. The System, when installed in a bed or field configuration without aggregate on
remedial sites, shall utilize the effective leaching areas presented in Table 3 above or
additional reductions in soil absorption system area approved by the approving
authority in accordance with 310 CMR 15.284. 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.
11. The System, when installed as specified in 3I0 CMR 15.253: Pits, Galleries, or
Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall
be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is
equal to 1.0 times a conventional aggregate system. Effective depth can be increased
to two feet with the corresponding addition of up to 17.5 inches of base aggregate for
the 11 inch Standard BioDiffuser to up to 12.7 inches for the 16 inch High Capacity
BioDiffuser-Advanced Drainage Systems
Modified Certification for General Use
Page 5 of 7
BioDiffuser. Bottom width can be increased by two to eight SF/LF with the
corresponding addition of one to four feet of aggregate per side.
12. When the System is installed as specified in 310 CMR 15.255: Construction in Fill,
the finished 15 foot horizontal separation distance, item (2), shall be measured from
the from the top of the chamber.
III. General Conditions
1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except
those that specifically have been varied by the terms of this Certification.
2. The facility served by the System, and the System itself, shall be open to inspection
and sampling by the Department and the local approving authority at all reasonable
times.
3. In accordance with applicable law, the Department and the local approving
authority may require the System owner to cease use of the System and/or to take
any other action as it deems necessary to protect public health, safety, welfare or
the environment.
4. The Department has not determined that the performance of the System will
provide a level of protection to the environment that is at least equivalent to that of
a sewer. Accordingly, no new System shall be constructed, and no System shall be
upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,
unless allowed pursuant to 310 CMR 15.004.
5. Design, installation and use of the System shall be in strict conformance with the
Company's DEP approved plans and specifications and 310 CMR 15.000, subject
to this Certification.
IV. Conditions Applicable to the System Owner
1. The System is approved for the treatment and disposal of sanitary sewage only.
Any wastes that are non-sanitary sewage generated or used at the facility served by
the System shall not be introduced into the on-site sewage disposal system and
shall be lawfully disposed of.
2. For new construction, the owner initially shall size a soil absorption system in
accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil
adsorption system using aggregate, including a reserve area, can be installed on the
site. The owner may than size the soil absorption system for the System. The total
area required for the aggregate system, which may include the area designated for
the System, and a reserve area shall be preserved and the owner shall ensure that no
permanent structures or other structures are constructed on that area and that the
area is not disturbed in any manner that will render it unusable for future
installation of a conventional Title 5 soil absorption system.
I
BioDiffuser-Advanced Drainage Systems
Modified Certification for General Use
Page 6 of 7
3. The System owner shall at all times properly operate and maintain the on-site
sewage disposal system.
4. The System owner shall furnish the Department any information that the
Department requests regarding the operation and performance of the System,
within 21 days of the date of receipt of that request.
5. No System owner shall authorize or allow the installation of the System other than
by a person trained by the Company to install the System.
V. Conditions Applicable to the Company
1. By January 31 st of each year, the Company shall submit to the Department a
report, signed by a corporate officer, general partner, or Company owner that
contains information on the System for the previous calendar year. The report shall
state known failures, malfunctions, and corrective actions taken for the System as
well as the date and address of each event.
2. The Company shall notify the Department's Director of Watershed Permitting at
least 30 days in advance of any proposed transfer of ownership of the technology
for which this Certification is issued. Said notification shall include the name and
address of the proposed new owner and a written agreement between the existing
and proposed new owner containing a specific date for transfer of ownership,
responsibility, coverage and liability between them. All provisions of this
Certification applicable to the Company shall be applicable to successors and
assigns of the Company, unless the Department determines otherwise.
3. The Company shall furnish the Department any information that the Department
requests regarding the System,within 21 days of the date of receipt of that request.
4. Prior to any sale of the System, the Company shall provide the purchaser with a
copy of this Certification. In any contract for distribution or sale of the System, the
Company shall require the distributor or seller to provide the purchaser of the
System, prior to any sale of the System, with a copy of this Certification.
5. The Company shall prepare and provide the Department an installation manual
specifically detailing procedures for installation of its System. The Company shall
institute and maintain a training program in the proper installation of its System in
accordance with the manual and provide a training course at least annually for
prospective installers. The Company shall certify that installers have passed the
Company's training qualifications, maintain a list of certified installers, submit a
copy to the Department, and update the list annually. Updated lists shall be
forwarded to the Department.
6. The Company shall not sell the System to installers unless they are trained to install
these Systems by the Company.
BioDiffuser-Advanced Drainage Systems
Modified Certification for General Use
Page 7 of 7 '
VI. Conditions Applicable to Installers of the System
1. Each Installer shall install the System in accordance with Company training on the
installation of the System and the conditions of this Certification.
2. No Installer shall install the System unless the Installer has been trained by the
Company on installation of the System.
VII. Reporting
1. All submittals of notices and documents to the Department required by this
Certification shall be submitted to:
Director
Wastewater Management Program
Department of Environmental Protection
One Winter Street- 5th floor
Boston, Massachusetts 02108
VIII. Rights of the Department
1. The Department may suspend, modify or revoke this Certification for cause,
including, but not limited to, non-compliance with the terms of this Certification,
non-payment of an annual compliance assurance fee, for obtaining the Certification
by misrepresentation or failure to disclose fully all relevant facts or any change in
or discovery of conditions that would constitute grounds for discontinuance of the
Certification, or as necessary for the protection of public health, safety, welfare or
the environment, and as authorized by applicable law. The Department reserves its
rights to take any enforcement action authorized by law with respect to this
Certification, the System, the owner, or operator of the System and the Company.
70Z-7111f2
/964ti
/S,f0 00 n C,
tiv7 3
TRANS. NO.
CITY/TOWN: s�4 f 6 DAVID C. THULIN, PE PLS
�(�j r / �� 211 MILL ROAD
APPLICANT: ^L CL.�/S �! /'f QG1 h?/�1�7 t Ll�. EAST SANDWICH,MASSACHUSETTS 02537
ADDRESS:
DESIGN FLOW: S30 4Zre-skicgpd
It
REVIEWED BY: DATE:
N/A OK NO
,�a a r
g - ,` g.
GENE{ L � a n .._.
Legal boundaries denoted [310 CMR 15.220(4)(a)]
Street, Lot, tax parcel number and lot number noted on.plan [310
CMR 15.220(4)(u)]
Locus Provided [310 CMR 15.2204(t)]
Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for
components) [310 CMR 15.220(4)]
Easements shown [310 CMR 15.220(4)(b)]
System located totally on lot served [310 CMR 15.405(1)(a) for ✓
upgrades]- if not, a variance is required [310 CMR 15.412(4)]
o Location of impervious surfaces (driveways, parking areas etc.)
[310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR
15.220(4)(c)]
Location and dimensions of system components and reserve areas.
[310 CMR 15.220(4)(e)]
System Calculations [310 CMR 15.220(4)(0]
daily flow
septic tank capacity(required andprovided) ✓
soil absorption system (required and provided)
whether system designed for garbage grinder v�
North arrow [310 CMR 15.220(4)(g)]
Existing and proposed contours [310 CMR 15.220(4)(g)] ✓
Location and log of deep observation holes (existing grade el. on
each test) [310 CMR 15.220(4)(h)]
Names of soil evaluator and BOH representative [310 CMR ✓
15.220(4)(h) and (i)]
Location and date of percolation tests (performed at proper
elevation?) [310 CMR 15.220(4)(i)]
Percolation test results match loading rate? [310 CMR 15.242]
Certification statement by Soil Evaluator [310 CMR 15.220(4)0)]
Observed and Adjusted groundwater(method for adjustment /
given or indicated) [310 CMR 15.103(3) and 310 CMR
15.220(4)(n)]
Address 49/ PhInliey 'J Zane- Sheet 1 of 7
N/A OK NO
Location of every water supply, public and private, [310 CMR
15.220(4)(k)]
within 400 feet of the proposed system location in the case
of surface water supplies and gravel packed public water supply
within 250 feet of the proposed system location in the case
within 150 feet of the proposed system location in the case
of private water supply wells
Location of all surface'waters and wetlands located up to 100 ft.
beyond setbacks listed in 310 CMR 15.211 and any catch basins /
located within 50 ft. [310 CMR 15.220(4)(1)] V
Water lines and other subsurface utilities located [310 CMR
15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) ✓
Profile of system showing invert elevations of all system /
components and the bottom of the SAS 310 CMR 15.220(4)(o)] a
Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)]
Stamp of Registered Land Surveyor(required if construction /
activities within 5 ft. of lot line) [310 CMR 15.220(3)]
Test Holes adequate (two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2) or as
approved for an upgrade under LUA at 310 CMR 15.405(1)(k)]
Test hole adequate to demonstrate four feet of suitable material?
1310 CMR 15.103(4)]
Test Holes adequate to confirm adequate groundwater separation?
[310 CMR 15.103(3)]
Benchmark within 50-75' of system [310 CMR 15.220(4)(q)]
Materials specifications.noted? [various sections of 310 CMR
15.000]
System co 36" deep (unless Local Upgrade
Approval 6r LUA requeste -[310 CMR 15.405(1(b)]
Address 99� ��1�f' it 'J IAoe, Sheet 2 of 7
N/A OK NO
1010
Size OK? [310 CMR 15.223(1)]
Inlet tee located ten inches below flow line [3 10 CMR 15.227(6)]
Outlet tee 14" or 14" + 5" per foot for increase ft depth [3 10 CMR
15.227(6)]
Outlet tee with gas baffle or approved filter [3 10 CMR 15.227(4)]
Note regarding installation on stable compacted base [3 10 CMR
15.228(1)]
Separation between inlet and outlet tees (no less than liquid /
depth) [310 CMR 15.227(2)] �/
Inlet/Outlet elevations at least 12" above high groundwater
(except as described 3 10 CMR 15.227(5)) or permitted for
upgrades under LUA [3 10 CMR 15.405(1)(k)]
Minimum cover 9" (Tanks buried more than 9" must have risers
on all openings and on the d-box) [3 10 CMR 15.2228(1) and 310
CMR 15.232(3)(f)]
Three access covers (inlet and outlet must be 20" or greater) -
middle access at least 8" (by 7/07) [3 10 CMR 15.228(2)]
Access to within 6 " of grade - one port for systems<I 000gpd, /
two for systems >1000 gpd [310 CMR 15.228(2)]
All at-grade covers`secured to unauthorized access? [310 CMR /
15.228(2)]
> 10 ft from building foundation [3 10 CMR 15.211(1)] 4./
Buoyancy calculation Required/Done [3 10 CMR 15.221(8)]
H-20 Where appropriate? [3 10 CMR 15.226(3)]
Setbacks from resources [3 10 CMR 15.211] ✓/
1
IYIu1tiCompartmeut
Required when other than single-family dwelling or flow>1000 ✓ m
gpd [310 CMR 15.223(1)(b)]
First compartment 200% daily flow; Second compartment 100%
daily flow [3 10 CMR 15.224(2) and(3)]
"U" pipe through or over baffle, outlet of each compartment with
gas baffle or approved filter [3 10 CMR 15.224(4)]
Address / ph"n, nG vIf PZ Sheet 3 of 7
N/A OK NO
Located at least ten feet from any water line? [310 CMR /
15.222(2)]
Disposal piping at least 18" below water line(when water and
sewer cross, see 310 CMR 15.211(1)[1])
Cleanouts required/provided? [310 CMR 15.222(8)]
Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable
[310 CMR 15.222(6)]
Proper pitch on all runs? (.005 within gravity-distributed trenches
and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)]
Siphon problem/ (leachfield below pump chamber)
Endcaps or vent manifold specified?
Size and orientation of discharge holes specified? (not smaller
than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310
CMR 15.252(2)(h)]
Materials specified (310 CMR 15.251(5) specifies various pipe
types allowed)
aAINM
<
Stable compacted base [310 CMR 15.221(2) and 310 CMR
2 15. 2 2a 3
Splash plate or baffle tee required on inlet/provided? (when
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15.323(3)(a)]
Riser if deeper than 9" [310 CMR 15.232(3)(f)]
Inside minimum dimension 12" [310 CMR 15.232(2)(b)]
Minimum sump 6" [310 CMR15.232(3)(e)]
Watertight cover if<2000gpd); waterproof manhole if>2000gpd
[310 CMR 15.232(3)(d)]
r NYCa � ;
CBE
Capacity(emergency storage above working--design flow)? [310
CMR 231(2)]
Proper setbacks [310 CMR 15.211 (same as septic tanks)]
Watertight 20-in minium access manhole at least 20" MUST BE
TO GRADE [310 CMR 15.231(5)]
Service components accessible (not too deep with piping, ✓
disconnects accessible)
Alarm floats - alarm on circuit separate from pumps specified?
Exceeds two units must have two pumps operating in lead-lag f
mode. [310 CMR 15.231(6) and(8)]
Stable Compacted Base [310 CMR 15.221(2)]
Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)]
Address p Sheet 4 of 7
����y f `a��
N/A OK NO
OILBYRPT� PT SS`IIYISS, �
Calculations correct?
4 feet of naturally occurring material demonstrated? [310 CMR
15.240(1)] '
Required separation to groundwater? [310 CMR 15.212)]
Aggregate specified as double washed [310 CMR 15.247(2)]
System Venting required/provided? (system under driveway or /
>36" deep) [310 CMR 15.2411
Inspection ports specified and within 3"final grade? [310 CMR
15.240(13)]
Breakout requirements met? (No violation of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and
Guidance Document]
a ER ESftPITS�C C1AI gRTS
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. [310 CMR 15.253(6)] app VOL/ 6n6WW
Each structure with one inspection manhole (if>2000 gpd must
be to grade) [310 CMR 15.253(2)]
Aggregate 1'minimum- 4'maximum. [310 CMR 15.253(1)(b)]
2' sidewall credit maximum [310 CMR 15.253(1)(a)]
In bed configuration; inlet every 40 sq. ft. [310 CMR 15.253(6)]
TRH HE 31� f 1S�ZS arm 2 x
��r �„� ��,u•��S'v ,.. ,,,emu�-: 3u.,,��„ � - aE.. .:,, "�,w .�. �S" ? ���. ,.�,, �.
Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)]
100 feet - maximum length [310 CMR 15.251(1)(a)]
Minimum separation 2x effective depth or width whichever
greater(3x if reserve between trenches) [310 CMR 251(1)(d)]
Situated along contours [310 CMR 15.251(2)]
Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] ✓
rya
A (Mra�ximum9s�ze 3 becl ors &ie�Id00Qg'Pd) ,. � 2 _.:.
minimum 2 distribution lines [310 CMR 15.252(2)(a)] `
Maximum separation between lines 6' [310 CM R15.252(2)(d)]
Maximum separation between lines and outside of bed 4' [310
CMR 15.252(2)(e)]
Aggregate depth below discharge pipes 6" minimum, 12"
maximum. [310 CMR 15.252(2)(g)]
Separation between beds 10' minimum. [310 CMR 15.252(2)(f)]
Bottom area used in calculations only [310 CMR 15.252(2)(i)]
Address 1 P nh%hn e y(r l4l11., Sheet 5 of 7
N/A OK NO
Pressure Dosed System ? Provided pump and piping F
calculations as required [310 CMR 15.220(4)(r)]
Pressure dosing required on all systems>2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2) and I/A V
Remedial Use Approvals]
If used in gravelless system - make sure jet is directed as not to
scour soil interface [Guidance Document]
Inspections once per year(systems<2000 gpd) or quarterly
(>2000gpd) good to note on plan [310 CMR 15.254(2)(d)]
Construction in fill -Did the plan specify that the fill shall meet .
the specification of 310 CMR 15.255(3)?
Impervious barrier and/or retaining wall ? [Guidance Document]
Impervious barrier installation must be supervised by
designer [310 CMR 15.255(2)(b)]
Retaining wall must be designed by Registered Professional
Engineer [310 CMR 15.255(2)(a)]
Side slope not exceed 3:1 ? [310 CMR 15.255(2)]
Breakout requirements met? [310 CMR 15.252(2) and
Guidance Document]
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [310 CMR 15.255 (2)(e)]
GraellesssWon
ys#einIU �PPral�etter�J TOM,;
G , 3
V
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge
to scour soil interface
Uteri%yeS�eticS��s ems kf A ro�val�Letters1 � �
OR
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a note on the plan regarding the requirement for
perpetual maintenance agreement?
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has applicant submitted a copy of a maintenance
�arcaraces ., ._ is
Are the variances listed on the plan? [310 CMR 15.220
(4)( )]
RLS Stamp necessary on plan if a component is within five
feet of property line [310 CMR 15.412(4)]
New construction or increased flow proposed- [Refer to 310
CMR 15.414]
�91 Ah
rh/I�J J l-4/lG Sheet 6 of 7
Address
a
N/A OK NO
7itro en.fie satavereus,, Ilk
�` >
Is the system in a Designated Nitrogen Sensitive Area(Zone H for
a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and /
310 CMR 15.216 - also refer to Policy regarding upgrades of such
existing systems] e5
Is the system proposed on the same lot as served by private well ?
[310 CMR 15.214(2)]
Are the nitrogen loads proposed in compliance? [310 CMR
15.216(1)] Mw o
Pumping to septic tank ? [ 310 CMR 15.229]
Shared System [310 CMR 15.290]
Address 0771170eG1 S l4 e- Sheet 7 of 7
• Town of Barnstable
EVE 1p�
do Regulatory Services
a.►Msrns Thomas F. Geiler,Director
MASS.9 .•�a Public Health Division
lFD MA'S
Thomas McKean,Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
January 26, 2006
Ms Kim Woodbury
%Prudential Real Estate
1284B Main Street
Osterville,MA 02655
NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V.
The septic system owned y you located at 491 Phinney's Lane, (Cottage), Osterville
MA, was last inspected on January 19th, 2006, by Robert J. Bortolotti, a certified septic
inspector for the State of Massachusetts.
The inspection of your septic system showed that your system has"failed"under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
Single cesspools automatically fail in the Town of Barnstable
The above system, according to our records has been in a failed state for more than two
years. Several notices of failure have been sent to you as owner of record.
You have 2 years from the date of the system failure to bring the system into compliance.
If there are any questions about this reminder,please feel free to contact the Barnstable
Health Department.
BARNSTABLE HEAL H DEPARTMENT
omas A. McKean, R.S., .O.
Agent of the Board of Health
�-\ COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIR`S ` ' ;OL
~C DEPARTMENT OF ENVIRONMENTALf (� TIO�N� I I
rYDIVI OR
TITLE 5
d � 10 o
OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: J" j
Owner's Name: i
Owner's Addres . I,
Date of Inspection ` 3 r
LL-
d `S
Name of Inspec lease rint) fo ►
Company Nam - ..
I .
Mailing Address:
„LIA 6a&W
Telephone Number 7'77- g� j
CERTIFICATION STATEMENT j
i'certify that I have personally inspected the sewage disposal system at this address and that the information r.Iported
below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my
training and experience in the proper function and maintenance of on site sewage disposal systems.I.am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
Passes
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
F 'Is
Inspector's Signature: Date:
The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or
DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000
gpd or greater,the inspector and the.system owner shall submit the report to the appropriate regional office,,of the
DEP.The original should be sent to the system owner and copies sent to the buyer;if applicable,and the appr ving
authority.
Notes and Comments
I.
I
****This report only describes conditions at.the time of inspection and under the conditions!of use ai that
time.This inspection'does not address how the system will perform in the future under the same or different'
conditions of use.
I t.
Title 5 Inspection Form 6/15/2000 page 1
Page 2 of I 1 = '`
j OFFICIAL INSPECTION.FORM—NOT FOR VOLUNTARY ASSESSMENTS -
SUBSURFACE_SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Propierty Address:
Owner:;
Date of!I pecti!on:
Inspection Summary: Check A,B,C,D or E.%,ALWAYS complete.all of Section D
A.. System Passes:
.I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist.Any failure criteria.not evaluated are indicated below.
Comments
i
B. System Conditionally Passes:
I '
1
One or more system components as described in the"Conditional Pass"section need to be replaced or,
repaired.The system, upon completion of the replacement or repair;as approved by the.Board of Health,will pass.
j � »
Answer eyes,.no or not determined(Y,N;ND)in the for the following statements.If"not determined."please
expl m.;
The septic tank is metal and over 20..years old*or the septic tank(whether metal or not)is structurally
unsound,exhibits substantial infiltration.or exfiltration or.tank failure is 'imminent.System will pass inspection if the.
exist'g:tank is replaced with a complying septic tank as approved.by the Board of Health. G
*A metal septic tank will.pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance
indicating that the.tank is less than 20 years old is available.
ND exolain:
'Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipes)-or due to a broken,settled or uneven distribution box.System will pass inspection if(with
approval of Board of Health):
broken pipe(s)are replaced.
obstruction is removed
distribution box is leveled or replaced
I
ND el plain:
.The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will
pass inspection if(with approval of the Board of Health);
broken p.iPe(s)are replaced
obstruction is removed .
ND explain:
2 j
Page 3 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTIONFORM
PART A
CERTIFICATION(cond)
Property Address: Via_
Owner:
Date of I spection: (�
C. Furth er.Evaluation is Required by the Board of Health: .
Conditions exist which require further evaluation by the Board of Health in order to determine if the system
is failing to protect public health, safety or the environment.
_ I
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the
system is not functioning in a manner which will protect public.health,safety and the environment:
_ Cesspool or privy is within 50 feet of a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh I
i
i
i
i
i
2. System will fail unless the Board of Health(and Public Water Supplier,if any)..deter mines that the
system is functioning in a manner that protects the public health,safety and environment:
The'system has a septic tank and soil absorption..system(SAS)and the SAS is within 100 feet'ofa
surface water supply or tributary to a surface water.supply.
I
_ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water.supply.
The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well
_ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more front a
private water supply well". Method used to determine distance
"This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform
bacteria and volatile organic compounds indicates that the well.is free from pollution fromjthat facility:and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other
failure criteria are triggered.A copy of the analysis must be attached to this form. I
j
3. Other:
I
r i
3
t
Page 4 of 11
i
OFFICIAL INSPECTION FORM.—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address:
Owner
Date of I spection:'
i
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all inspections:
Yes N9
Backup of sewage into facility or system component due to overloaded or clogged SAS or.cesspool
1� Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
/ clogged SAS or cesspool
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
_ Liquid depth in cesspool is Jess than 6"below invert or available volume is less than'/2 day flow
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number
/ of times pumped
Anyportion of the SAS,cesspool or privy is below high ground water elevation.
An portion of cesspool or priry is within 100 feet of a surface water supply or tributary to a surface
water supply.
Any}portion of a cesspool or privy is within a Zone l of&.public well.
Any portion of a cesspool or privy is within 50 feet of&.private water supply well.
Any portion of a cesspool or privy is less than 100 feet but greater than,50 feet from a private water
supply well with no acceptable water quality analysis.[This system passes if the well water analysis,
performed at a DEP certified.laboratory,for coliform bacteria and.-volatile'organic compounds
indicates that the well is free from pollution from that facility and the presence of ammonia
nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria
are triggered.A copy of:the.analysis must be attached to this form.]
(Yes/N I)The system fails.I have determined that one or more of the above failure criteria exist as
described in 310 CMR 15303,therefore the system fails.The system owner should contact the Board of
Health to determine what will be necessary to correct the failure.
j
E. Large.Systems:
To be considered a large system the system must serve a.facility with a design flow of 10,000 gpd to 15,000
gpd•
You must.indicate either"yes or"no"to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
yes no
the system is within 400 feet of a surface drinking water supply
_ the system is within 200 feet of a tributary to a surface drinking water supply
i
the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped
Zone II of a public water supply well
If youlave answered"yes"to any question in Section E the system is considered a significant threat,or answered
"yes"in Section1D above the large system has failed.The owner or operator of any large system considered a
significant threat under Section or failed under.Section D shall upgrade the system in accordance with 310 CMR
15.304.7he system owner should contact the appropriate regional office of the Department.
i 4
i
Page 5 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENT
SUBSURFACE:SEWAGE DISPOSAL`SYSTEM IN FORM
PART B
CHECKLIST
Property Address: • �
Owner:
Date of spection: Aza
Check if the following have been done.You.must indicate"yes"or"no"as to each of the following:
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esso
Pumping information was provided by the owner,occupant,or Board of Health
Were.any of the system components.pumped out in the previous two weeks?.
Has the system received normal flows in the previous two week period? .
t/ Have large volumes of water been introduced to the system recently or as part of this inspection? i-
Were as built plans.of the system obtained and examined?(If they were not available note as N/A
Was the facility or dwelling inspected for signs of sewage back up
Was the site inspected for signs.of break out?
Were all system components,excluding the SAS,located on site
Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the c ndition
of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum?:
. j
Was the facility owner(and occupants if different from owner).provided with information on the proper
maintenance of subsurface sewage disposal systems
I
The size and location of the Soil Absorption System(SAS)on the site has been determined based on:
Yes no
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Existing information.For example,a plan at the Board of Health.
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_ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of listance
is unacceptable)[310 CMR 15.302(3)(b)J
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Page 6 of 11
j
OFFICIAL INSPECTION FORM-NOT.FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART.C
SYSTEM INFORMATION
Property Address:
Owner:
Date of I pec tion:
LOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): Number of bedrooms(actual):
DESIGN flow based on 3 10 CMR 15.203(for example: 11.0 gpd x#of bedrooms):
Number of current residents: _
D v , /
Does residence.have a garbage grinder(yes or no): /Y
Is laundry on a separate-sewage system(y s or no):O f if yes separate inspection required]
Laundry systeinj inspected es.or no):7�
Seasonal use:(yes or no):
Water meter readings, if av�a�ilable(last 2 years.usage(gpd))`.
Sump pump(yes or no):/l/U �.�
Last date of occupancy: yweek "%Sllel
COMMERCIALANDUSTRIAL. � (�
Type of establishment-
Design flow(based on 310 CMR 15203): Qpd
Basis of design flow(seats/persons/sgft,etc.):
Grease'trap present(yes or no):
Industrial waste holding tank present(yes or no):_
Non-sanitary waste discharged to'the Title 5 system(yes or no):
Water meter readings, if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pucn'ping Records %
Source of information: A-M JAI
Was.system pumped as part of the inspec (yes or no): 6)
If yes,volume pumped: gallons--How was quantity pumped.determined?
Reason for pumping:
i
TYPE OF SYSTEM
Septic tank,.distribution box,soil absorption system
_Single cesspool
_Overflow cesspool
Privy
Shared system(yes or no)(if yes,attach previous inspection records,if any)
Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be
obtained from system owner)
Tight tank _Attach a copy of the DEP approval
Other(describe):
i
Approximate age of all components,date installed(if known)and source of information:
Were sewage odors detected when arriving at the site(yes or no):
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Page 7 of 11
OFFICIAL.INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM.INFORMATION(continued)
Property Address: 7l
Owner:
Date of spection: (�
BUILDING SEWER(locate on site plan) /4
Depth below grade:
Materials of construction: cast iron 40 PVC_other.(explain): _
Distance from private water supply well or suction line:
Comments(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK:A61ocate on site plan)
I .
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Depth below grade:
Material of construction:_concrete_metal_fiberglass_polyethylene
other(explain)
If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of
certificate)
Dimensions:
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle: '
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffler
How.were dimensions determined:
Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.):
GREASE TRAP: 60cate on site plan)
Depth below grade:
Material of construction:_concrete_metal -fiberglass_polyethylene_other
(explain): —
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
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Page 8 of 11
OFFICIAL.INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: Al .
Owner:
Date of I pecilon: }
TIGHT or HOLDING TANK:(tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass polyethylene other(explain):
Dimensions:-
Capacity: gallons
Design Flow: gallons/day
Alarm present.(yes or no):
Alarm level: Alarm in working.order(yes or no):
Date of last pumping:.
Comments(condition of alarm and float switches,etc.):
DISTRIBUTION BOX-A/0 (if present-must be opened)(locate on site plan)
Depth of liquid level above outlet invert:
Comments(node if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of
leakage into or out of box,etc.):
PUMP CHAMBER::(locate on site plan)
Pumps in working order(yes or.no):
Alarms in working order(yes or no):
Comments(note condition,of pump chamber,condition of pumps and appurtenances,etc.):
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Page 9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:
Owner:
Date of I spection:
SOIL ABSORPTIO SYSTEM(SAS): /(locate on site.plan,excavation not required)
q )
i
If SAS not located explain why:
Ty
leaching pits,number:
leaching chambers;number:
leaching galleries,number:
leaching trenches, number, length:
leaching fields,number,dimensions:
overflow cesspool,number:
innovative/altemative system. Type/name of technology:
Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil, condition of vegetation,
C\.
Gh k°
CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) i
Number and configuration:
Depth—top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no): .
Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
i
PRIVY: (locate on site plan)
Materials of construction:
Dime
nsions:
Depth of solids:
Comments(note condition of soil,signs of hydraulic failure,level of ponding;condition of vegetation,etc.):
-4
9
Page,10 of I 1
OFFIiCIAL INSPECTION.FORM—.NOT FOR YOL,UNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: . 224
���.
Owner: A
Date iof I eiction
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or
benchmarks.C ocate all wells within 100 feet.Locate where public water supply enters the building.
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4
Page I 1 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C .
SYSTEM INFORMATION.(continued)
Property Address:
Owner.
Date of Im4p ction:
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
r
Estimated depth to ground water 0 feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain:
Checked with local excavators,installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation: 7
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f
II
Town of Barnstable
CF SHE Tp�
Regulatory Services
lARNSrABLE, ; Thomas F. Geiler,Director
sass.
i639. �•� Public Health Division-
Thomas McKean,Director
200-Main Street, Hyannis, MA 02601
Office: 508-862-4644
Fax: 508-790-6304
January 26, 2006
Ms Kim Woodbury
%Prudential Real Estate
1284B Main Street
Osterville,MA 02655
NON-COMPLUNCE WITH STATE ENVIRONMENTAL CODE TITLE V.
.The septic system-owned y you'located at 491 Phinney's Lane, (Cottage), Osterville
MA,was last inspected on January 19`b, 2006, by Robert J. Bortolotti,a certified septic
inspector for the State of Massachusetts.
The inspection of your septic system showed that your system has "failed"under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
Single.cesspools automatically fail in the Town of Barnstable
The above system, according to, our records has been in a failed state for more than two
years. •Several notices of failure have been sent to you as owner of record.
You have 2 years from the date of the system failure to bring the system into compliance.
If there are any questions about this reminder, please feel free to contact the Barnstable
Health Department.
BARNSTABLE HEAL H DEPARTMENT
L - �
I
omas A. McKean, R.S., .O.
Agent of the Board of Health
i
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Project
i
MORELL
' Cottage
SITE PLAN REF: 491 PHINNEYS
INFORMATION TAKEN FROM SURVEYED PLAN
JUNE32D09 SEPTIC DESIGN
Centerville, MA
DAVID C.THULIN,PE,PLS
EAST SANDWICH MA 02537 '
PLAN REF: PLAN BOOK 397 PAGE 11 I NOTES:
All notes on this off
..p are typlcel antl
apply equally to ed omperable contllUons.
► dlmenslons shall take precedenre.
PLAN DATE: FEBRUARY 19, 1985 ► W Errors or discrepancies on
PLAN DATE JANUARY 8 1986 I 1 58 a of the am Desig broup1—ght to thfore Uon
of the GSDesl9n Group Inc.before
ommen ethe work d,and materials have
purchased
been
DATE OF SURVEY APRIL 1,2009 ► ► ►� a`
LOT:AREA:23409 1-SF These drawings,Inc. property milthe
M for the
lawn of hisa8spt att is site
prepared
/ project t this site
Oslip and en:not to a duplicated or used
project
part or whole for any other on at owner outpose,
1 1 O eapressl rattan o sent of the without the
m GSDesign Group,Inc.
lix
LOT 1 •$
35 -
- EXtST'G
— COTTAGE ► ► 30 —DEMOLISN p� - g ,
,IX ° I I GS Design Group Inc.
I I 1 1 215 Onset Ave.
P.O.Box 1200
Onset,MA 02532
1 1 • I —— Tel 508.295.2952
al ►�—
N �► 1
N
EX19TG O1
I , - LEAGNPIG
PED.D ► ►
Iz al 1
LOT 2 ' LOT 3
- — - 483 I i$ 491 ► i u
PROPOSED �+ Issued For
ORNENAY o �I I 16 REV. ISSUE DATE
I 132 44 S 74'48'28' W
► 1
— 1
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1
._._..... , I LOT 4 I 1
499
PERMIT
I ZI
SITE PLAN
I I I$ I I 519
I I I I I Drawing Title:
1 I ► Drawn By. Checked By.
- 1 w o is
_ — —_ --_120�-- --_-- — _--_--�—`_ File Name: Scale: AS NOTED
S 8059'30' W— Date: 9/23/16
PHINNEYS LANE Sheet Number:
w .
1 Project
MORELL
Cottage
491 PHINNEYS
———————————————————————————-- Centerville, MA
I
NOTES:
t All notes on this drawing ere typical end
apply equally to all comparable conditions.
dimensions shall take placetlence.
Ewors or discrepancies on
details are to be brought to the attention
of the GSDeslgn Group Inc.before
the work or materials have eather been
commenced,and or purchased
These drawings ere the property of the
GSDeslgn Group,Inc.B specifically prepared
for the owner of this project at this site
Isite
p and am not to be ert or hole for end other eu or used
p y purpose,
project location or owner without the
-press written consent offthe
the
GSDeslgn Group,
p,Ina
I
i GS Design Group Inc.
215 Onset Ave.
P.O.Box 1200
7 Onset,NIA 02532
-y Tel 508.295.2952
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------ li
IV
------ O O00
BASEMENT -
Issued For
REV. ISSUE DATE
0 0
T
O
0 Q
m M
;Ir
p PERMIT
I �
BASEMENT
FLOOR
5-8• 2-e• , PLAN
Drawing Title:
L------------------ �
Drawn By. Checked By.
File Name: Scale: AS NOTED
Date: 9/23/16
- Sheet Number:
Basement Floor Plan
1
if_ Al
Scale: 1/4 —1'-0" � O
i '�
Project
29'-6'
14-11' 14'-7• MORELL
�- -. ------------------------------------- -----------� Cottage
�N
r
491 PHINNEYS
I
b I Ex1os I Centerville, MA
N I PORCH 21-7'
I o
� I m
I NOTES:
NI notes on this drawing are typical and
151-a I apply equally to comparable conditions.
Q I dimension shalll take precedence.
Errors or discrepancies on
hN I details are to be brought to the attention
of the GSDeslgn Group Inc.before
iV I the work or materials have eather been
I :6wx32o _ commenced,and or purchased
EF. N These drawings are the property of the
0 I I oSOhe lown., f this project at this site _
g p, specifically prepared
Q L I in site and I are not to be duplicated or used ib In part or whole for any other purpose,
V d O I project location owner without the
O express co
1 10 dtten n a the
❑ I GSDeslgn Group.,Inc.
I c'IN ^1r,0 ryl0 m
KITCHEN
ZD
iv 2 2 3'-6' 32 DW Y'
N
I24I oN
"t 52 - 3 0. EX107 -
tos ° ®lb PORCH I n
m GARAGEZD
2/6x6 B K F
0
N T GS Design Group Inc.
4'-6' 3'- I 215 Onset Ave.
P.O.Box 1200
v I iV W/ I Onset,MA 02532
Tel 50(3.295.2952
- i TILE tr BATH 1D7 j
Ail
DININGTILE
7
I �BATH a et
I o
I a 1 LKiq
' I g_p 3Z y-p• 2 2 2 2
in
-N 2/5x6/8 m B L IN - El - -- - -- -- Issued For
m REV. ISSUE DATE
N 101
I LIVING '
OOM rn
O 2+G
PERMIT
ivEX1m FIRST FLOOR
ORCH PLAN
OOM
6-01' 5'-61•2 Drawing Title:
2 2 5-6
Y9'-6' - Drawn By. Checked By.
File Name: Scale: AS NOTED
Dote: 9/23/16
_ - ri irst floor plan Sheet Number: -
1 Scale: 1/41f=1f_0t�
All
1:
Project
15O MORELL
Cottage
491 PHINNEYS
Centerville, MA
NOTES:
All notes on this drawing are typical and
apply equally to all eompereble conditions.
dlmenslona shall take precedence..
Errors or discrepancies an
detalls are to be brought to the attention
of the GSDeslgn Group Ina before
the work or materials have Bather been
commenced,and or pumhasetl
7
—————— These drawings are the property of the
HN GSDeslgn Group,Inc.&specifically prepared
N for the owner of this project at this site
site and
ere not to be duplicated or used
In part or whole for any other purpose,
proled location or owner without the
eapreaa written consent of the
GSDeslgn Group,Ina.
s �
4
n 0 00
\� BEDROOMJb
o
\b iV
h
c N g1• 0
2 j
' GS Design Group Inc.
g1. 0 V) 51.
2 3'-6' m` 10'-O' et 2 215 Onset Ave.
N P.O.Box 1200
32
v Onset,.2 025 Tel 508.295.295952
N
N \� it
A�
ti
O 6'-9T 32 ''3i 6'-O' D O
T
J Its
t i7
-
- Issued For
K N -
m r N 0 REV. ISSUE DATE
p 170OD
to tV
iV
,-- v PERMIT
t
iV
SECOND FLOOR
�O FULLY ADHERED ROOFING MEMBRANE PLAN
Q� SYSTEM ON V P.T.PLYWOOD SHEATHING
2X P.T.SLEEPER WITH BOTTOMS KERFED
TO MATCH ROOF SLOPE. PROVIDE SLIP.
SHEET BETWEEN SLEEPER& MEMBRANE
1X DECKING. GC PROVIDE SCUPPER FOR
DRAINAGE Drawing Title:
Drawn By. Checked By.
File Name: Scale: AS NOTED
43;2• Date: 9/23/16 -
qs,_O.
Sheet Number:
1 Second floor Plan A2 1
Scale. 1/4 —1-0
71
t
Project
5/Bn18'ANCHOR BOLT PROJECT
�' 8'. RECESS 2n2n1/2'PLgTE
36'-6' WASHER tE NUT, CUT FLUSH W/ MORELL
.. (2)2n8 BAND '
11 14'-11' 14'-7' I T_O� 1a 20' BIG FOOT OR-W/8•SONO
1-82 9-72 3_7. 10-82 10'-8 I TUBE. BOTTOM FOOTING 48'
BELOW GRADE, ASSUME TOP Cottage
Q FLUSH W/ FRAME
-
I i EYS
Centerville,491 MA
GARAGE SLAB (L04/)99.33 Q (2)STEP FOOTING UP TO 1
0 TOP 6GE 2'•ANGLE .iv FOR NOMINA_L 4' WALL I I dlk0
GARAGE 2' LEDGE 99.1112 I O DOUBLE RIM JOIST ON TOP
W01'PT OPENING OVER
TOP OF GARAGE I O O 2'XB'P.T.SLL PLATE. NOTES:
iV 21'-7' . I J SILL 5EALER All notes on this drawing are ryplcal end
WALL 100.00 o R_30 pN apply equally to ag comparable conditions.
1 I FLASHING Errors or discrepanciesl take on
TOP OF GARAGE -102 10' I MP OF MUNDAMON I detegs are to be brought to the attention
FOOTING 96.917 I Q I • -� _> — I FR4ISIN GRADE = R of the GSDeslgn Group Inc.before t
O.N7 EXT.AIR 40•CONCRETE r the work or materials have eather been
W ® ® ® 0 0�
RIGID INSULATION TYPE 2 commenced,and or purchased
OLD
O VAPOR RIRRMGBOR1r O.C. VERT. -
UP IQ IO NAQ_ED TO FOUrmAT1OM These B wing P're the property oO prepared
I;N I I I WATERPROOF MEMBRANE _ GSDesI Group,Inc.$specifically
3 O S Vr BLUE So.PIT.AIR project at this site
UNDER FMLPILA GROUND L.EYE _ for the owner o/this
R Q I (AROUND ANGLES)AND ObB site and ere not to be duplicated or ,
O I ® I Q W I I�N I ® Ic I CONCRETE ANGLES) - In part or whole br any other purpose,
_ project location or owner without the
express written
h I I I- SOT.OFNT LED
NTHE FOUNAT TopDATION J0006•POLYETHYLENE GSDeslgn Group,Inc.consent of the
QWALL AND BELOW
N TOP OF WALL 99.604 Winnows OPENING CRUSHED STONE DITYP)
® I PITCH SLAB I� I 10 I Ido LEDGE GRADE®98.70 ,:
4 (2)STEP FOOTING UP Ic W I HOUSE FOOTING 90.979 I I I TOP roonrvc
TO FOR NOMINAL 4' ;p _
O
O WALL 1 41-1 W.o I 4•CONCRETE SLAB W/ 0I I •
N B LQy I1J3Q I Gx6 1.6n1.6 W.W.M. I I . ®
Or.C.M = -S-'S'
SLAB(HIGH)99.50 1 81 Foundation Wall Type Scale:
1"=1'-0 GS Design Group Inc.
0 TN�P OF WALL 99.812 I I I m 215 Onset Ave.
I P.O.Box 1200
v 19 r 0 7n BEAM POCKET n 6 1/2' DEEP Onset,
MA 02532 1
v I I (31 %X9 Y2 E T 1.9 LVL GIRT I I I
C I II I —7'-0' FRAME — i `•'
30.30.44• FOOTING,TYP I 6'-10a 1••
3 1/2 LALLEY COLUMN,TYP
m ® TAPER
OP OF DECK 00.00 gQouBrro STEEL POSTTOP OF WALL 99.842
LEDGE GRADE 9 98.70 FRAMEWORK
(See FOUNDATION PLAN)
B I I •BOLTS WITH 3'` ANCHOR
X 3'X1/ '
PLATE WASHERS SPACED ..
ciN e'IN� 2'-8•'O.C.10'FROM CORNERS 4' CONCRETE SLAB W/ i' _ I (TYP.) PROJECT 2 1/2' - �a' ,
Issued For
5.6 1.50.6 W.W.M. REV. ISSUE DATE
II =FCOTNG
p I _ � .. I p I 3-a5'CON7.
as.46.O.C.
® I I a I ®Col. Footing Scale:None
I1 II
to
14'-7' TO EDGE GIRT I -
0I2 13'-T
I ® L — — — — — — - - - - - - - - ® I PERMIT
B ® ® ■ ® B 0 s 0 9 B t'-JA.RAGE DOOR BEYOND
— 2 VrX i Vr STEEL
I I 5/8n18'ANCHOR BOLT PROJECT ANGLE WITH ANCNOR - FOUNDATION -
I 8.RECESS 2n2n1/2'PLATE
e1Q HER 6 NUT.I I (2 2.8 BAND GUT FLUSH W/ p$TONE OR CLAM 9FaELL SLOPE SLAB N/Bu12YTYPJ PLAN
m 24'BIG FOOT OR-W/10'SONO
TUBE.B0170M FOOTING 48'
BELOW GRADE, ASSUME TOP
11
-
————————- FLUSH W/FRAME
14'_4Z ,I-I L I I I—I I �I I c • .-.II Drawing Title:a3 _ �
oily 13• - �I... 7.6.04WF18
a 14'-8' jI_( • Drawn By. Checked By. ..
• - z-s'conT.
File Name: Scale: AS NOTED
291-6• BOT OF FOOYG Date: 9/23/16
I ELEY=0000r
1--�� Sheet Number:
1 Foundation Plan O Footing Det. Scale: 111=1'-01'
Scales 1/4"=1'-0" S001
4
4
' r
1
7
1
o
WEouAquEt
LAKE '
LOCUS °�` � 1
' " #35 �
O #36 TOWN WATER
TOWN WATER
71
PLANE REF: PLAN BOOK 397 PAGE 11
✓ �,� <;> PLAN DATE: FEBRUARY 19, 1985
PLAN REF: PLAN BOOK 451 PAGE 92 CO
PLAN DATE: JANUARY 8, 1986 , O
DATE OF SURVEY: APRIL 1, 2009
LOT AREA: 23,409fSF O
1'1
( 1
:.I 117
TBM TOP CB
�o
ASSESSORS MAP 230 PARCEL 101 003 ELEV= 51.81<9� NGVD ' a
(k(6 F
Edge of stone drive
F 50.5
G ;y
{food lean-to
#30
/ 123.12! E50.9 s �l. TOWN WATER
N 70,53 32" E W
/ � ., ..
20..
/ r/!t f,�r/' _>-*,�1;�5 .�`"` 9 Cos service
ST
/ k
=
EXISTING ,a 4 UCE
!JG E/ec
N HOUSE G
r00 FF= 52.52
509 E=x E
Iq x a DB Stockade fence
Rhododendron
}"
S
' S U
� i 't/� 20 E
Brick patio
Z .O
0 52. i o_
Store%obb/estone SAS `� .SPRUCE
drive Ca s~
, / Tree/ine `,;T t '�;�;
Chain /ink fence #16
51..E PRUCE r TOWN WATER
LA p
LOT 3 / LOT 2 N O
1 #483 Choiln /ink fence
TOWN WATER 8 CYPRESS
J 132.44'
S 74'48' " W rn �^
LOT 1
Hedge 522 F
LEGEND
P�ZNOFss EXISTING CONTOUR
to
DAVID 9�'y rn 50�� PROPOSED CONTOUR
G
C.THULINm o EXG. TREE/SHRUB LINE #519
No.394 3 ; 52.6 70.2 TOWN WATER
x m X EXISTING SPOT ELEVATION r
RV� �70'2�tiQSU PROPOSED SPOT ELEVATION
T
53 ® TEST PIT LOCATION
—W— WATER SERVICE
VAOF qss — G— GAS SERVICE
C.� DAVID qc Tree/ine
52 4 ST SEPTIC TANK
THULIN �, x DB DISTRIBUTION BOX
0No.29976 -,
CIVIL O `' SAS SOIL ABSORPTION SYSTEM '
24'MA #499
LE TOWN WATER
' 30 0 15 30 60 1 120
S 80'59'30" W
( IN FEET )
PHINNEYS LANE 1 inch = 30 ft.
PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS:
I�
491 P H I N N EYS LANE CHKD BY: DCT 7 22 09 - 2 BEDROOM DAVfD C. THULIN, PE, PLS
I DESIGN: DCT 211 MILL ROAD
00 CENTERVILLE, MA SCALE AS NOTED
LEWIS BAY MANAGEMENT �uNE 3 2009 EAST SANDWICH, MASSACHUSETTS 02�37
0 64 HERITAGE DRIVE, WEST YARMOUTH, MA 02673 DUNE , 2001 (508) 888-2345 FAX (508) 888-7259
i
SEP11C SYSTEM DESIGN DATA GENERAL NOTES
SEWAGE FLOW ESTIMATE o c
1
SOURCE UNITS GPD/UNIT QTY GPD COMMENT 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS OF THE 6. REMOVE ALL UNSUITABLE SOIL, Ap AND B HORIZONS FROM WITHIN FIVE FEET LATERALLY AND W 1
SINGLE FAMILY RESIDENCE I BEDROOM 1 110 1 2 1 220 310 CMR 15.02 13) COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. UNDER THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH CLEAN SAND MEETING THE 00
REQUIREMENTS OF 310CMR 15.255. a" F- 00
TOTAL ESTIMATED PEAK DAY FLOW 220 GPD - NO GARBAGE GRINDER 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4" ' SCH40 LLj
7, WATER SUPPLY FOR THIS LOT IS PUBLIC WATER CONNECTED AT THE STREET LINE IN THE w N
SEPTIC TANK PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING APPROXIMATE LOCATION SHOWN. THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM IS yy � 00
SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/87H INCH PER FOOT IF NOT OTHERWISE NOTED. NOT TO BE LOCATED WITHIN 150' OF AN EXISTING PUBLIC OR PRIVATE ` _ 0
WATER SUPPLY. U In
TOTAL FLOW X DET. TIME = 220 GPD X 2.0 DAYS = 440 USE 1500 GALLON TANK J 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE CONTRACTOR " ¢
SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF BARNSTABLE B. WHERE PROPOSED BUILDING SEWER IS LESS THAN 10' FROM THE EXISTING WATER SERVICE PIPE- (n N <
ADS BIODIFFUSER 14" HIGH CAPACITY H-20 HEALTH DEPARTMENT.V IT SHALL BE CONSTRUCTED OF SOR 18 CLASS 150 PRESSURE PIPE WITH COMPATIBLE FITTINGS. ¢
PERC RATE = 2 MIN/INCH (CLASS I TYPE SOIL = 0.74 GPD/SF) 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT THE BUILDING SEWER SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA C600. THE TESTED �`
330 GPD + 0.74 GPD/SF = 446 SF REQUIRED LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE CONTRACTOR SHALL SECTION SHALL BE ANY SEWER PIPE WITHIN 10' OF THE EXISTING WATER SERVICE TO INCLUDE THE
446 SF + 7.2 SF/LF (APPROVAL LETTER TABLE 2) = 62 LF REQUIRED MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233). AND THE CENTERVILLE. CONNECTION TO THE EXISTING BUILDING SEWER. THE TEST PRESSURE SHALL BE 100 PSI AND 3
OSTERVILLE, MARSTONS MILLS WATER DISTRICT 508-428-6691 FOR VERIFICATION OF LOCATIONS. DURATION OF THE TEST SHALL BE ONE HOUR. • U Lo
82LF + 6.25 LF (CHAMBER LENGTH) = 9.9 CHAMBERS OR 10 CHAMBERS TOTAL V ¢
NOTE: FOR NEW CONSTRUCTION. NO SYSTEM SHALL BE CONSTRUCTED WITH A SOIL ABSORPTION 9. SEPTIC SYSTEM INSTALLER SHALL OBTAIN A TRENCH PERMIT WHERE APPLICABLE FROM THE O
5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE INSPECTION
SYSTEM AREA OF LESS THAN 400 SF OF ACTUAL CHAMBER BOTTOM AND SIDE WALL AREA TOWN OF BARNSTABLE AND COMPLY WITH THE PROVISIONS OF 520 CMR 14.00: EXCAVATION AND N
10 CHAMBERS x 27.4 SF CHAMBER 4.33 SF ) OF THE TOWN OF M SHALL
HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF Z
/ ( SF/LF x 6.33(CHAM$ER LENGTH)) 274 SF OF SYSTEM THE SEPTIC SYSTEM SHALL BE BACKFlLIED OR MADE INACCESSIBLE UNTIL INSPECTED AND TRENCH SAFETY Q J (Q 00
AREA < 400 SF NG APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AS 00
400 SF + 27.4 SF/CHAMBER = 15 CHAMBERS REQUIRED = 95 LF REQUIRED. F- 00
2 ROWS OF 50 LF (8 CHAMBERS PER ROW) - USE TWO TRENCHES, 8 CHAMBERS/TRENCH Q Q .�
NOTE - SEPTIC SYSTEM DESIGN PROVIDED FOR TITLE 5 MINIMUM 3 N w 00
BEDROOMS. SUBJECT PROPERTY IS IN ZONE II OF A MUNICIPAL WATER
SUPPLY. A DEED RESTRICTION LIMITING THE EXISTING STRUCTURE TO
CONTAIN TWO BEDROOMS WILL BE REQUIRED TO CONSTRUCT THE SEPTIC
SYSTEM UPGRADE SHOWN ON THIS PLAN. 4" SHC40 PVC VENT WANSECT SCREEN
55 _. - __ _ _. ---------
___ ._._.....__ ._ I .. _I_. .._ ..__._. ..
CONNECT TO EXISTING BUILDING SEWER RES. RISER TO WITHIN 6" OF=FIN. GRADE TO WITHIN 3" OF FIN. GRADE
52.50 ALL PIPE WITHIN 10 FEET OF WATER �T ONE ON EACH TRENCH I
i SERVICE SHALL BE CLASS 150 PRESSURE FINISH GRADE m EXISTING O
RATED PIPE LAND FITTINGS -------'-f- I 15.
; O
{49.42 i ! 3 2' tEVEI LOCAL UPGRADE APPROVAL REQUIRED w
Z50 = _._.. _ _ - - -- _ _ _ _...__. ___. ._ ....
i .25 4•aoc M 47.86 j '� # TOP EFF. DEPTH 47.80'
9.0.010 i
+'wss tso rvc 4$.50 ; 1
CLEANOUT y Q� ;
OUTLET TEE 48.03 0.80 ( z rn
CLEANOUT 14" BELOW 's ; BOT. EFF. DEPTH 47.05 O o
45 WATER j 4!PVC
N
uQulo LEVEL
_ _____
.. ........................ . _......._.._. _..___._.__ ___ ___ _.... _ .. .... ... .. . ...
__ _.... _-OUTLET-- # __C MBERS H Z _...___..._.INLET EE DISTRIBUTION 16 :140OBD ADS HIGH CAPACITY A - I27.Z' 10' BELOW BOX 1 ' N F-
1500GALLONLIQUID LEVEL SEPTIC TANK I VENT HEADER - CONNECT BOTH TREN a o
j /OU11�T f j 6.0' 50.0' ! BOTTOM TP2 F- � F p rn CV
1 GAS S BAFFLE 228' NO GROUNDWATER o oo ~
40_........ . .... _.. .. i .. .w.....___w. ____.. __ ._.._.I..__� _._ _._ ._ _ __._!__.. _ __.__:.._.__..;_.___. _. _.____, - ___. _ _ _ ____._._._.._____- ...._.__.. ... ._ ....... 12.0 I _r. __. �
1
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_.. 41;3..__. ._.. ...._ _.. O} O N w
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 ,kI m z w_ ,,�
la U' -1 W
SEPTIC SYSTEM PROFILE ��NOFa,AI_, 0 o N
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THULIN w (0
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..,_._. ..... ............_........................_.............. . ._ _
1 LOCATION: TP-1 T� LOCATION: � I LC+CATION: _.._.. _._.__.w__..._.... _ LOCATION:.w.�_.._.____.e_..____ � � J �
' SOIL TEST DATA
ELM DEPTH ELVI. DEPTH + ELLV. DEPTH ; ELEV. DEPTH tZ F-2
52.0 0.0 _ 33.3 0.0 53.0 0.o 52.5 0.o DATE: 5/4/09 Z 1-
51.3 0.8 AP ORG LOAM A 1 LOAM 52 3 0 8 A OR(, LOAM' 1 51 g p,g o ORG LOAM EXCAVATOR: BOUSFIELD m U) a m o
52.6 0.8
6 LOAMY SAND B LOAMY SAND I B LOAMY SAND BELOAMY SAND ': w
so yoYRS/6 _ ,. - ,0.-5/6. _ .._ >oYRs/s B.O.H. AGENT: D. STANTON N c�
49.5 2.5 150.8 2.5 "w so:5 2 5 ts 8 2.7 SOIL EVALUATOR: D.THULIN i I.1.1 L Z}
Cl COARSE SAND S - Ct COARSE SAND ClC1 COARSE SAND Cl COARSE SANIO cn
pYR5/4 `s 10YR5/ 10YR5/4 10YR5/4 TOWN OF BARNSTABLE SOIL SUITABILITY ASSESSMENT #12555 Z > w
46.6 i 5.4 PERC"2`MIN/IN 1 j.; T � 1 47.6 5.4 : PERC MIN./IN AT LEAST FOUR FEET OF NATURALLY OCCURING PERVIOUS MATERIAL EXISTS 1N A 0_ Z Fw- Q 3.
I i ALL AREAS OBSERVED THROUGHOUT THE AREA PROPOSED FOR THE SOIL w Z m
45 _� s r i i O_.,,...__.Z O_! __45 7 U.8___ ABSORPTION SYSTEM. w W
2 COARSE SAND C._COARSE SAND p ^
E x b2.COARSE`SAND a r� 1 3 _ R� I 2.5Y6/'3 -� 2 5Y6/3 THE SEPARATION OF THE BOTTOM OF THE PROPOSED SOIL ABSORPTION SYSTEM
2.5Y6/3 �' ! ' 44.8' 8.5 TO THE ESTIMATED HIGH GROUNDWATER EXCEEDS FIVE FEET. O J
i r• - '} _�' 'r C2 COARSE SAND 1
42.0 10.0 3 :1 r' + `., � " 28Y6/5 43.0 10.0 THE DESIGN LOADING RATE FOR SOILS IN THE Cl AND C2 HORIZONS IS 0.74 O r U
180TTOM BOTTOM ¢
j NO GROJNDWATT7t `a ;:' s i NO GROUNDWATER 40 8 11.7 GPD/SF F_
_ -
40 ___..___ ___.__ ____.__.___. _ : __._..__ .... ....... ....... .. . .. ..__.N. ,_._..__.. .,,.. _.._._. t'sul _.
I
BOTTOM Ljj
NO GROUNDWATER _
NO GROUNDWATER
ca
09-009
SHEET 2 OF 4
ALTERNATE SIDE CONNECTION
ION BOX a
SEPTIC _TANK AND DISTRIBUT N Lo
O
N
�:F I 1. TANK CAPACITY: 1500 GALLONS MINIMUM AT LIQUID DEPTH - SEE SEPTIC SYSTEM PROFILE Lt! N
A I I 00
8"0 MINIMUM OPENING I A 2. LIQUID DEPTH: FOUR (4) FOOT MINIMUM 00
3. TANK CONSTRUCTION MATERIALS SHALL MEET THE FOLLOWING MINIMUM SPECIFICATIONS OR AN ASTM w
00
EQUIVALENT STANDARD: Z i o
_J (A) CONCRETE STRENGTH F'c 4,000 PSI ® 28 DAYS. DENSITY 140 PCF J a
J I_ WIDTH (8) CEMENT, PORTLAND TYPE I OR III PER ASTM C150-96
3' MINIMUM (C) ADMIXTURES PER ASTM C233-95 = N
INLET TEE AT (D) REINFORCING PER ASTM A615 FOR WIRE FABRIC. GRADE 40/60 R'd OR EQUIVALENT.
TANK CENTERLINE I (E) DESIGN LOADING H-10 (UNLESS OTHERWISE SPECIFIED BY THIS PLAN) o =
20"� MINIMUM OPENING I I ( (F) MINIMUM WALL THICKNESS: FOUR INCHES; THREE INCH THICKNESS IS ALLOWABLE IF REINFORCED. (� a
WALL, TOP AND BOTTOM THICKNESS MAY VARY BY MANUFACTURER AND BY DESIGN LOADING. � o ro
(G) THE TANK SHALL BE WATERTIGHT. Q J N oN�I
4. THE OUTLET TEE DEPTH BELOW THE OUTLET FLOW LINE SHALL BE AS FOLLOWS: S co
LIQUID DEPTH (FT) TEE DEPTH (IN) Q 00
ALTERNATE SIDE CONNECTION 5 19 N w co
'A " PLAN (NOTE 3.(F)) j 29
3 8 34
5. SEPTIC TANK AND DISTRIBUTION BOX SHALL BE EITHER:
INLET 6" MIN. (A) WATERTIGHT THROUGH MANUFACTURER'S SPECIFICATION AND WARRANTY; OR
OUTLET (6) MADE WATERTIGHT BY THE MANUFACTURER, EQUIPMENT SUPPLIER OR INSTALLER USING ASPHALT OR
SYNTHETIC POLYMER SEALER SPECIFIED BY THE CONCRETE OR SYNTHETIC MATERIAL MANUFACTURER.
2"-3" 10" VARIES 6. SEPTIC TANKS, GREASE TRAPS, PUMP CHAMBERS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE o
4 0 SCH40 PVC SEE TABLE CONSTRUCTED OR SET LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 0
PIPE AND FITTINGS COMPACTED. IF THE COMPONENT IS PLACED IN FILL, PROPER COMPACTION IS REQUIRED TO ENSURE STABILITY w
4 0 SCH40 PVC AND TO PREVENT SETTLING; NATIVE GROUND WITH A SIX INCH AGGREGATE BASE IS OTHERWISE ADEQUATE. m
I, 7. SEPTIC TANKS, GREASE TRAPS, PUMP CHAMBERS AND DOSING CHAMBERS SHALL BE EQUIPPED WITH N
LIQUID DEPTH PIPE AND FITTINGS i
WATERTIGHT ACCESS RISERS AND COVERS WITH A MINIMUM INSIDE DIAMETER OF 20 INCHES AND CONSTRUCTED
GAS BAFFLE OF DURABLE MATERIAL AT BOTH INLET AND OUTLET END OF TANKS. a o
SEE DETAIL 8. INSTALLER MAY PROVIDE ANY PRECAST CONCRETE TANK CONFORMING WITH DIMENSIONS AND
CONSTRUCTION MATERIALS NOTED ABOVE AND APPLICABLE PROVISIONS OF TITLE 5, HAVING THE CAPACITY AND 55 N
VEHICLE LOAD RATING AS SPECIFIED FOR THIS INSTALLATION. INSTALLER SHALL FURNISH DRAWING AND
SPECIFICATION FROM THE CHOSEN MANUFACTURER WITH SUFFICIENT INFORMATION TO DETERMINE COMPLIANCE.
(NOTE 3.(F)) (NOTE 3.(F)) 9. UNLESS OTHERWISE APPROVED BY THE LOCAL APPROVING AUTHORITY, SEPTIC TANKS SHALL BE INSTALLED a W
SEPARATION = LIQUID DEPTH OR GREATER WITH NOT GREATER THAN 36" FROM THE TOP OF THE TANK TO FINISH GRADE. RISERS AND COVERS SHALL BE v o
PROVIDED AND INSTALLED WITH COVER LOCATED NOT MORE THAN SIX (6) INCHES FROM FINISH GRADE. RISERS o � o z o w
LENGTH = 1.5 TIMES WIDTH OR GREATER AND;COVERS.A , SHALL BE AS SPECIFIED BY THIS PLAN AND/OR SHALL PROVIDE THE SAME VEHICLE LOAD RATING m W
��AS. S''SPECIFIED FOR THE SEPTIC TANK OR DISTRIBUTION BOX. CORRUGATED HDPE PIPE WILL NOT BE w o � w w
''`A'CCEPTED FOR, USE AS RISERS WHERE A H-20 LOADING IS SPECIFIED. < i w < z
SECTION A—A A; o 0 o N
SEPTIC TANK04
,4 _ CONC: COVER BROUGHT TO WITHIN w Z O
N TS :. ' r: 9",OF FINISH GRADE — RISER AND a Q <
FLOW COVER TO BE COMPATIBLE WITH J
B SYSTEM VEHICLE LOAD RATING 2' LEVEL SECTION ® OUTLET INLET Q- Z
2" MINIMUM
3" MIN. OUTLET w w�
5 — 5" OUTLETS > w J ¢a
A - - - A _
VARIES INLET O1 10 OUTLET U Z w r N
�— 12" MINIMUM 2 MINIMUM
i i w
VARIES S SAN. TEE 6" MINIMUM W Z Z m 3
SEE S.T DET IL 10' 4" SCH40 PVC y� tDAVtD w 3
o� C. ' B SECTION A — A SECTION B— B 0Li 0
45' EL THULIN VARIES NOTE: a Li
o No.29976 -+ USE PRECAST CONCRETE DISTRIBUTION BOX ONLY. A FIVE OUTLET DISTRIBUTION BOX IS SHOWN TO ILLUSTRATE MINIMUM O a
CONCRETE TAN_K �, '' 9 CIVIL o GD 12" MINIMUM TITLE 5 DISTRIBUTION BOX DIMENSIONS. INSTALLER SHALL SUPPLY A DISTRIBUTION BOX WITH THE REQUIRED NUMBER OF
OUTLETS FOR THE SAS CONFIGURATION SHOWN ON THIS PLAN. A BAFFLE OR INLET TEE IS REQUIRED WHEN THE SLOPE d" w
PLAN OF THE INLET PIPE IS GREATER THAN 8%. (0.08FT/FT) �
GAS BAFFLE DETAIL DISTRIBUTION BOX
NTS NTS 09-009
SHEET 3 OF 4
cn
ADS DIODIFUSSER INSTALLATION �.
O N
w �
CLASS 150 PVC 1. EXCAVATE TRENCH TO 3' WIDE AND PROPER DEPTH AS SPECIFIED IN THE SYSTEM DESIGN AND AS W m oho
LANE PRESSURE PIPE ,J REQUIRED BY TITLE 5 AND LOCAL REGULATIONS. Li00
00
PRpp 2. SCARIFY THE BOTTOM & SIDEWALL SURFACES TO REMOVE ANY SMEARING THAT MAY HAVE Z � 0D
CLEANOUT -�, '',yi _~ "~ OCCURRED DURING EXCAVATION. SMOOTH IRREGULARITIES IN THE EXCAVATION. A LEVEL, FLAT 0
SURFACE IS NECESSARY. J ccn
1500 GALLON O D vl Q
¢Y SEPTIC TANK O 3. ASSEMBLE THE BIODIFFUSER CHAMBERS IN THE TRENCH EXCAVATION BY ENGAGING THE "DOME"
END OF THE INSTALLING CHAMBER OVER THE "POST" END OF THE CHAMBER ALREADY IN PLACE. NO a =
EXISTING 3�9 SCREWS REQUIRED. COVER CHAMBERS WITH 4 OZ. FILTER FABRIC AS DEPICTED IN TRENCH DETAIL. Q m
BUILDING
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SEWER `; ,^ v, 4. PLACE END PLATES ON END UNITS OF THE CHAMBER LINE. SECURE IN PLACE WITH BACKFILL (NO Q c
SCREWS REQUIRED). CONNECT DISTRIBUTION PIPE IN THE KNOCK—OUTS AS REQUIRED BY PLAN. 00
m
SM� 4 3' DrSTF218UTI0N; 7 00
BOX 5. KNOCK OUT THE SCRIBED HOLES IN THE END CAP OF THE FIRST CHAMBER UNIT AND INSTALL Q Q ^
Cp G�- k - •` DISTRIBUTION PIPE FROM THE DISTRIBUTION BOX OR SEPTIC TANK AS DESCRIBED IN THE PLAN. co
.. KNOCKOUTS WILL ACCOMMODATE EITHER SDR 35, SCHEDULE 40 OR ADS-3000 TRIPLEWALL' PIPE.
SCORE THE APPROPRIATE GROOVE IN THE KNOCKOUT WITH A KNIFE BEFORE REMOVING THE PLUG WITH
A SHOVEL HANDLE TO CREATE A 4.2" OR 4.5" HOLE AS REQUIRED.
6. FILL SIDEWALL AREA TO TOP OF CHAMBERS WITH NATIVE SOIL OBTAINED FROM THE C HORIZON
�p EXCAVATION. CLAY, SILT OR DEBRIS, SHALL NOT BE INCLUDED IN THE BACKFILL.
pP
7. "WALK IN" FILL TO COMPACT SOIL ALONG THE SIDES OF THE CHAMBER. THIS IS IMPORTANT TO o
ACHIEVE FULL VEHICLE LOAD RATING. 0
cro 0
o. 8. COMPLETE THE BACKFILL OF THE SYSTEM WITH NATIVE SOIL OR SELECT FILL TO THE DEPTH 00
SPECIFIED IN THE SYSTEM DESIGN AND AS REQUIRED BY TITLE 5 AND LOCAL CODES. AVOID LARGE `"
-ROCKS AND DEBRIS IN BACKFILL MATERIAL. DO NOT DRIVE EQUIPMENT OVER THE BIODIFFUSER
CHAMBERS WITHOUT BRIDGING THE EXCAVATION. FOR VEHICULAR LOADING APPLICATIONS, ALL o 0
0 BIODIFFUSER CHAMBERS ARE APPROVED FOR H-10 LOADING WHEN INSTALLED WITH A MINIMUM OF 12" v) a
OF COVER AFTER CONSOLIDATION. ONLY THE 14"HIGH CAPACITY MODEL SPECIFIED FOR THIS
SAS RESERVE i INSTALLATION IS APPROVED FOR H-20 LOAD INSTALLATIONS. H-20 LOADS REQUIRE A MINIMUM OF
118" OF COVER AFTER CONSOLIDATION. H-20 UNITS ARE REQUIRED FOR THIS INSTALLATION BECAUSE V
Vl
o
COVER ON THE FINISHED SAS WILL EXCEED THREE FEET.
16 ADS 14006D CHAMBERS o cmd'
IN TWO TRENCHES 2 N uj
w
0 p' VENT a �H 0° z Li
OF N
OF —i w
4" SCH40 PVC VENT AVID 75" EFFECTIVE LENGTH o wo N
HEADER C. M
THUUN r.
o NO.29976 —+ W CO
SEPTIC SYSTEM DIMENSION DETAIL �sl�Ptia64 14" Q Z Q
of CD
1"= 20' womoymmmm CD ___I
ES' ATIVE COVER w:D
MOUND FOR PROPER DRAINAGE.I 75" w m ui m
.r 1 J ter.. '�l� W J Z>'
N J Q
TOPSOIL TOPSOIL ��%� 12" MIN. (SEE PROFILE) — � Z_ Li r ui
W Z Q�
UNDISTURBED 4-- =' 7z 7. m W m
NATIVE NATIVE �,� �� ^„ .# o = c� m�
BACKFILL EARTH r t _� f- � " cn w 0
�� ..'. BACKFILL 14r1 4a , ''� 34 w 3 it
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CLEAN SAND TO CROWN OF CHAMBER % 9It
t +1t I p r-
36" 108" MINIMIM 36" '\\ fit`: 7*,�ti:, w
�y u 4 OZ. FILTER FABRIC
ADS DIODIFUSSER 1 4O�BD TRENCH DETAIL INFILTRATOR CHAMBER y f '` ' �'
INSPECTION PORT
NOT TO SCALE ADS 14008D CHAMBER 09-009
SHEET 4 OF 4