HomeMy WebLinkAbout0123 STONE HORSE ROAD - Health 123 Stone Horse Road
Osterville
--- A= 142-108
f /
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TOWN OF BARNSTABLE
LOCATIONW LV a lam_SEWAGE# 1a—11,
VILLAGFL-ff ASSESSOR'S MAP&PARCEL�'��
INSTALLER'S NAME&PHONE NO, �j�j�; -
SEPTIC TANK CAPACITY O 54X)
LEACHING FACILITY: (typed f&2t (size)_u X/Z•%'1�-
NO.OF BEDROOMS
OWNER yCA1 1_ 6!, H e
PERMIT DATE: t � / COMPLIANCE DATE: o
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
0
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' No —
. 4 :,—;r< - Fee
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
i' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ya/
Zppgication for Thgogal 46) item Cottgtructior� Permit
p
Application for a Permit to Construct( ) Repair vupgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No./Ql�j L5YU�- G � J� Owner's Name,Address,and Tel.No
Assessor's Map/Parcel
Installer' Name,Address and Tel.N / D siggner's me,Addres�sr and Tel.No WZ�7/I We
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) !C� gpd ..Design flow provided gpd
Plan Date Number of sheets - Revision Date
Title
Size of Septic Tank Type of S.A.S. 1
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1ik& 6.�-E-'0 aG
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 he Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this ar of Healt f
Signed n CJ Date
Application Approved by 9' Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
` Not ' r y "�` '+• Fee
v r /
Entered in om uteri I-
THE COMMONWEALTH OF MASSACHUSETTS p A
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS]
Application for Mid onl * 5tem Congtruction Permit
Application for a Permit to Construct( ) Repair Upgrade( ) bandon( ) ❑.Complete System p❑Individual Components
Location Address or Lot No.4073 JXO/r-#{ Owner's Name,Address,and Tel.NoN%64e,11660i444-0
Assessors Map/Parcel��/02�i' ��✓ ��� �- �/7' K�- ���f fY
Installer' Name, ddress,and Tel.No0. Designer's Name,Address and Tel.No. ,e4&
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) _ 1 gpd Design flow provided fj lX. W gpd
;.,. '_,• Plan Date �///{�� /(J Number of she%'ts Revision Date
r- ! -
Title ! rr�
Size of Septic Tank /*0) Type of S.A.S.!'�/�C '1s (ICrC Af � 14>2;5b.
Description of Soil r
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: ,
Agreement: t
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 1
accordance with the provisions of Title 5 o he Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health�. f n
Signed , ..-� 11 e/�•.f. // 6 r )----Date V107K Application Approved by E06Ap _ (9 ✓ !/ Date ,� j/ �,/r
o
Application Disapproved by: r / Date
for the following reasons
a
A �
Permit No. v ( Date Issued L
----- —� "�— r — -----a
• -- --- -°.- -- ---- ------ - - ----------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal
/System Constructed (k-n nR/epaired !) Upgraded
Abandoned( )by (-'y¢�d//[J.�t� /_i9+►9fpL't�G�'/UItJ l as-r-rcA ► P8e(,-b )
at �i �i?1 - Q/J. X.r�',/l/% o, has been constructed in accordance
- ri.sp ski(/1► / "°�'/ ! " i
with the provisions of t Title 5 and the for Disposal System Construction Permit No. dated
Installer/'lr(AAi,,C/ / Designer
#bedrooms Approved design flow S/ gpd
The issuance of this permit ss all not be construed as a guarantee that the system wil'1 fu)ncti�o/n as designed. n
Date D Inspector l/ r,V PIS
y)
—-- —--------_--_---
-> _v Fee: -.: -yam---
No. E COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
1wi.5pont &p5tem (Congtruction Permit.
Permission is hereby granted to�C-o/nstruct �/)� Repair ( ) Upgrade (✓) Abandon ( )
System located at Ivy.3
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 thi permit.
Date �(,74� Approved by / /
i r
BioDiffuser-Advanced Drainage Systems
Modified Approval for General Use
Page 2 of 7
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 maybe 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 =
i
Dimensions Invert
Model W x L x H Height
Inches ' Inches
11" Standard BioDiffuser 34 x 76 x 11 6.5
ARC36 34.5x60x13 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 22.25
Bio 2 BioDiffuser 15 x 87 x 12 6.87
Bio 3 BioDiffuser 22 x 87 x 12 6.87
1. Only Systems installed with this invert height shall be allowed to use the effective
Leaching area associated with this model Table 2
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
accordance with 310 CMR 15.253, the System shall be designed in accordance with
Section II item 10.
1 }
BioDiffuser-Advanced Drainage Systems
Modified Approval for General Use
Page 3 of 7
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 Leaching
Area Area
SF/LF SF/LF
11" 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 6.71
Bio 2 BioDiffuser 4.0 NA
Bio 3 BioDiffuser 5.0 NA
2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height))
3. Effective leaching area is equal to 1.0 (bottom width+(2x invert height))
4. The maximum trench width allowed for calculation of effective leaching area is 3 feet.
S. 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
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
BioDiffuser-Advanced Drainage Systems
Modified Approval for General Use
- Page 4 of 7
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
11" 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 j 3.1
5. 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 310 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. Bottom width can be increased by two to eight SF/LF with the
corresponding addition of one to four feet of aggregate per side.
t
BioDiffuser-Advanced Drainage Systems
Modified Approval for General Use
Page 5 of 7
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.
3. The System owner shall at all times properly operate and maintain the on-site
sewage disposal system.
BioDiffuser-Advanced Drainage Systems
Modified Approval for General Use
Page 6 of 7
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.
VI. Conditions Applicable to Installers of the System
BioDiffuser-Advanced Drainage Systems
Modified Approval for General Use
Page 7 of 7
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
VIIL 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.
c _
Town of Barnstalble
�,ME �, Regulatory Services
Thomas F. Geiler, Director
• aumirABLB.
Public Health Division
' Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: M ��, �ld Sewage Permit# Assessor's Map\Parcel
Designer: �� �� A P"I Installer:
Address: PO 13& 'qV Address:
S�7✓�w 1 G1.� /V►4
253�
On was issued a permit to install a
(date) (in//staller)
septic system at 123 S7��P�'Io�'rP K�� based on a design drawn by
(address)
+"YPit/l dated
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 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
ce ified as-built by designer to follow.
����,�N 11OF_ Mgss9•
b� pAR�R �I
( nstal s Signature) " No: 1140
I � A AfCI5fE�0
b SAN I TAB\I'� � b I �6
(Designer's Signature) (Affix Designer's Stamp Here) [
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COiNIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q: Health/Septic/Designer Certification Form 3-26-adoc
I
Town of B A Mstable. P#
of�
Department of Regttlatory Services t
Public Health Division Bate
ur ASS. $ •
t ¢ ems$ 200 Main Street,Hyannis MA 02601
60
i
Time
Date Scheduled `' Fee Pd.
. a
, `oil Suitability Assessr�ient fop Sewage Disposal
Performed By: N`'Y f l Witnessed By I�n✓<� Gy, vn
j
LOCATION & GENERAL INFORMATION
l.,ocatioaAddress'.(`3 ST�pJ k'`'� (� ✓� Uwuer'sPiame 1�,}ff�ft/ },,�
US"('�l"t�v 1 t-(,l� r • ' L Address l Z S ,YI e �/1�"�' '� d
Assessor's Map/Parcel: 1q ?-//o Engineer's Name bex ry.4-^ A4
NEW CONSIRUtgONf 'REPAIR I Telephone#
Land Use Iles l l Slopes(�o) /' Surface Stones
Distances from: Open Water Body > o ft Possible Wee Area �b ft Drinking Water Well 'l��ft
i
Drainage Way 1 a�. ft. Property ljnc L b ' ft Other ft
SKETCH:(Street name,dimcnsiotis'of lot,exact locations of te� holes&perc tests,locate wetlands in proxitnity to holes)
�S l o^, - - -------- ENC-----b--- �
HORS E �� -W >. _ TCF-39.70 w
II 1
R 3
ROAD
�,e \E DW ROOM PATIO !
D o G
INVERT
—zr.os_ EL.=37.20 c�D INVERT
F{ EL.=37.15
_z GAR. 7V4:COR
Bq Oqs _�n�_, 12•' C - GRAIN E GI 3 f15 P
S
°
CB/DH AJ LP'• L DRPHAW
LT l ,
THA %r
--- 39 ' PARCEL
LP --- 39 6 OD
40 rn
J� 12.. ,4 ------- 41 ---J
rn
°
PARCEL 1D. 42 WOODS
3
Ex/sr/n .
(Nor.7 p)eochP/fs
Parent material(geolgic)=Water
Depth to BedrockDepth to Groundwa(dr. S i Weeping from Pit Faoe
Estimated Seasonal iffi gh
Groundwater b A f
DtTERMINATION FOR SEASONAL HIGH WATL4 R TADLl
Method Used:
ln,
Depth Olbperved standing in in. Depth to soli 010ttlss:obs.hole: p
Depth toiweeping from side of obs.hole: in. Oroundwnter Adjustment
Ad).drauadwnterLevel,,,,e,
Index Welt# Reading Date: Index Well level4 .
----
i
PERCOLATION TEST Datp ��Q T "---
Observation I I Tinto at 9" ------
Hole#
11
Time at 6"
Depth of Pere
1010 Time(9"-6") :t
Start Pre-soak Time.@ ;
O(5
End Pre-soak
Rate MinJlnch
Site Suitability Assessment: Site Passed
Site Failed: Additional Testing Needed(YIN)
Original:.Public He;ilth Division Observation Hole Data To B e Completed on Back --
***If percolafiibn test is to be conducted within 100' of wetland,Yon must first notify the
Barnstable C40servation Di'vision at least one(1) week prior to beginning.
DEEP OBSERVATION HOLE LOG Hole# I _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
.Surface in. (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel
0`i$It bz) Land 16 23/y
g — 32 toatn Ja id Q A
3:0-12" L �, S't,,Yl 2•S`/
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel)
toyolv
C AA41,
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Cons istencv.%Gravel
DE E OBSERVATION HOLE LOG Hole#
Depth from Soil Hori Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, ra I
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year boundary Nov Yes
Within 100 year flood boundary No 7 Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring perviousaterial exist.in all areas observed throughout the
area proposed for the soil absorption system? -
If not, what is the depth of.naturally occurring pervious material?
Certification I
I certify that on bra (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 requir fining,expertise andrexperience described in 310 CUR15.017.
Signature "Y ' V�" Date
Q:4SEPTICVERCFORM.DOC
1
' &6.0
TOWN OF BARNSTABLE
LOCATION !Zs7AK1E D�S� SEWAGE#
VILLAGE 45YX 1Q4 ASSESSOR'S MAP&PARCEL IyZ-08
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS S
OWNER LSIIIP/YE.
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
Oa
pol
. 1
�.CEssPMS' 31000iUt aw)Eas
$� dUEQF�S
j r
GVRR PNE OSTERVILLE_ ,
' MICAH'S
CB/DH ; POND O
OP
JOSHUA'S LOCUJS
r' POND
O
N
PARCEL ID: Ngt HORSE
k SE
M 142/109 PARCEL ID: ROAD
N 165/005
�MA°' STREET EAST
PARCEL ID: �J Rgsre BAY
142/108 oq� qY
• ��O AREA=32,995 S.F.f
LOCUS MAP
LA LOCUS INFORMATION
W PLAN REF: 199/123
FENCE -------� O� TITLE REF: 7786/001
PARCEL ID: MAP 142 PAR. 108
--6 -- ZONING: "RC"
w ,...,,:'.: i a•` FLOOD ZONE: "C"
UPOLE 9 "'� ' COMMUNITY PANEL: 2 50001-001 6-D DATED:07/02/92
co
SEPTIC SYSTEM
,W. • - #123 pp,f10 TBM:COR. STEP
mow- � ' ; 5-BEDROOM '; ; ; r REPAIR PLAN
DWELLING :..,,..: •""" EL.=37.15'
STONE \ s's A WVERT ;, } GIS t LOCATED AT:
E
INERT a 37.15
E'-" GAR DRAIN 123 STONE HORSE ROAD
HORSE N O p 21.05
OSTERVILLE, MA.
S
ROAD clean out PARCEL ID: ` PREPARED FOR
, TH-2 12„ „ At DASPHALT RIVEWAY a 165/004 M I C H A E L C. & M A R TH A G.
ti A$ TH 1
CB/DISC P oRl L L E H A N E
�wAY g �.'
EL=41.64 CnI APRIL 14, 2010 SCALE: 1" = 30'
�� --=------- 39 rn OF
- -- M
A
LP ti40
LP _ 41 I D�12" RCB DH WOODS
0, No. 1140
,
SOI TAR��`�
PARCEL ID: t410
142 081
/ Exlsting Leochplts .
(Note 10)
PARCEL ID: DARREN M . MEYER, R. S.
�
165/003 P.O. BOX 981
EAST SANDWICH , MA. 02537
(508)362- 2922
PARCEL ID:
3 142/0937001
SHEET 1 OF 2 J#1234
7
1
NOTE: TO, PREVENT BREAKOUT, THE PROPOSED DESIGN CRITERIA
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:35.89
FOR A DISTANCE OF 15' AROUND THE NUMBER OF BEDROOMS: 5 BR EXISTING
PERIMETER OF THE S.A.S. SOIL TEXTURAL CLASS: CLASS I
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. DESIGN PERCOLATION RATE: <2 MIN/IN
T.O.F. EL.=39.70 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER' INSTALL A 4" DIAMETER INSPECTION PORT OVER DAILY FLOW: 110 G.P.D./BR
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. DESIGN FLOW: 550 G.P.D. (Min.)
J�*G* EL.=39.50f F.G. EL.=39.50f F.G. EL: 39.50t F.G. ,EL: 39.50 (MAX.) VENT GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
PROPOSED SEPTIC TANK: 550GPD X 2007 = 1,100GPD USE PROP. 1,500 GALLON TANK
9" MIN COVER/ LEACHING AREA REQUIRED: (550) = 743.24 S.F.
L = 30'"t L 40' L - 13'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
0 S=1% (MIN.) 36 MAX COVER 0 S=1% (MIN.) 0 S=1% (MIN.) _ - __--.7¢ - -^ ..' - - -
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC DISTRIBUTION BOX: 5 OUTLETS (MINIMUM)
PRIMARY S.A.S. ..:-
. 10" 14, 6" 11.2" USE 5 ROWS OF 5 = 16" ADS 160OBD BIODIFFUSER UNITS-NO STONE•-(H20)
INV.- 36.45 48"LIQUID INVERT '
tevEt �INV.=36'.20 ` AND EXTENDED 0.75 FT WITH CONTOURED WEDGE.
INSTALL PROPOSED INV.=35.63 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODIFFUSER)
GAS BAFFLE D-80X 5 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE = 32.0'/ROW j (BIODIFFUSERS) 25 UNITS x 6.25 LF x 4.70 SF/LF = 734.38 SF \
INV.=35.80 DB-5(H-20) INV.= 35.50 SOIL ABSORPTION SYSTEM (PROFILE) (BIODIFFUSERS) 5 UNITS x 0.75 LF x 4.70 SF/LF = 17.62 SF
' PROPOSED 1.500 GALLON SEPTIC TANK 18" (MIN COVER).COMPACTED FILL FOR H2O LOADING ''DESIGN FLOW PROVIDED: 0.74GPD/SF(752 SF_)_=--556:48-GP_D__> 550 GPD req'd
RESTORE VEGETATIVE COVER - --
EXISTING SEWER OUTLETS
BACKFILL WITH CLEAN PERC SAND 75"
TO TOP OF CHAMBERS
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING . •:.,:..••; 1. •• PLACE FILTER FABRIC
PIPE INVERTS PRIOR TO CONSTRUCTION ;"'.�'':'::::'>'. ` : :,;`',:;.. • OVER ALL UNITS
2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=35.89 (RECOMMENDED)
GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.= 35.50
INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 34.56 EXISTING SUITABLE
310 CMR 15.221(2) 2.83' MATERIAL
3) INSTALL INLET & OUTLET TEES AS REQUIRED (5.06' PROVIDED ABOVE BOTTOM OF TH) EFFECTIVE WIDTH = 5"' 2.83' = 14.15 f� 76"
USE 5 ROWS OF 5-'16005D ADS (H20 LOADING) PROFILE
BOTTOM OF TESTHOLE EL: 29.40 - BIODIFFUSER UNITS-NO STONE W/ CONTOURED WEDGE
SEPTIC SYSTEM PROFILE TYPICAL SECTION
N.T.S. N.M 16"
11+2"
GENERAL NOTES: 1_
SOIL LOG P#: 12856
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL „
BOARD OF HEALTH AND THE DESIGN ENGINEER. �F Mq �+---34
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS � � DATE: APRIL 9, 2010
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: ...DARREN M. MEYER, R.S., CSE. #1614 SECTION END CAP
LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW: DA WITNESS: DAVID STANTON, BARNSTABLE B.O.H.
- 310 CMR 15,405 (1) (8): YER
1) A 0.61FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE C-2 No. 1140 Elev. TP-1 Depth EIeV. TP-2 Depth 16"" HIGH CAPACITY 160OBD (H-20) BIODIFFUSER UNIT
3.61 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 39.75 A 0" 39.40 A 0"
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR iQE�I E�co LOAMY SAND LOAMY SAND MODEL 16" HICAP
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. SO TAR�a� 10YR 3/2 10YR 3/2 LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 4. l(� 39.08 38.65 9
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN B 8' EFFECTIVE LENGTH 75 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND i LOAMY SAND SIDE WALL HEIGHT 11.2"
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 10YR 5/8 1OYR 5/8
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF OVERALL HEIGHT 16"
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 37.08 Cl32" 36.90 C1 30„ OVERALL WIDTH 34" 4640 TRUEMAN BLVD
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. HILLIARD, OHIO 43026
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 13.6 CIF •
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED MED. SAND MED. SAND CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC.
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2.5Y 7/4 PERC 0 35.50 2.5Y 7/4
9 IT SHALL BE THE OFTO VER
THE LOCATION OF ALLPONSIBILITY HE UNDERGROUND TUTIU ESCON,PPRIORR TO EGI NING PROPOSED SEPTIC SYSTEM SITE PLAN
CONSTRUCTION. �
10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. 123 STO�7lVL HORSE ROAD OSTERVILLE MA
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 29.75 120" 29.40 120"
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Lehane
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN
13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING DARRENM.MEYER,R.S. Boo-Tech Bbv/ronmentel NTS D.M.M.
14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE)
« I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO80X98> 508 364-0894
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW to conduct soil evaluations and that the above analysis has been performed by me consistent with the ( ) DATE:. CHECKED SHEET NO.
FOR THE USE OF A GARBAGE GRINDER requirements of 310 CMR 15.017. 1 further certify that I have passed the Sail Eval. Exam in October, 1999. EAST SANDWICH,MA02537
16, NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING q Y P 508-362-2922 04/14/10 D.M.M. 2 Of 2