HomeMy WebLinkAbout0120 OLD CRAIGVILLE ROAD - Health 0 420TOLD°CRAIGVILLE ROAD
Hyannis
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TOWN OF BARNSTABLE
LOCATION ( l.0 ® (A C(�i u V �I SEWAGE#v261_q '
VILLAGE 'Al'S ASSESSOR'S MAP&PARCEL
INSTALLER'S AME&PHONE NO. a1P s ay% A_.S'cl�?J� 114-?3 6S'��'-^ c
1
SEPTIC TANK CAPACITY M3 4� A d-N
LEACHING FACILITY.(type) -('� f"�` (size)C')
NO.OF BEDROOMS
OWNER
PERMIT DATE: C PLIANCE 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
(:z Jcu
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Q
C*
TOWN OF BARNSTABLE
LOCATION Qd-fte�-VAim r2 SEWAGE,#
VILLAGE i��A�.1�1`SASSESSOR'S MAP & LOT \�\
INSTALLER'S NAME & PHONE NO. 'r\ktX-Q,, CQv,)SV
SEPTIC TANK CAPACITY p 60
LEACHING FACILITY:(type) 4- (size)
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER O _ OWNER
DATE PERMIT ISSUED: ? 14
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No ,�
�a
V I .
Q
vt
{ /V
No. (/V Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS
01ptlfitation for Mi8t1080Y *pstrm Co=stem
Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Individual Components
Location Address or Lot No. e10 U crcL i Ke Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel Z,�b �O�C �aiv�Sh
Installer's Name,Address,and Tel.No."r14— 3<.® "t'j Designer's Name,Address,and 1. o.
V�S 0T^ P •J'O� C �C C�.1/�T�
Type of Building: C
Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 5�,d gpd Design flow provided ��� (o, '�--A gpd
Plan Date �Z`Z ��-- Number of sheets D Revision Date * 1 p-
Title
Size of Septic Tank K;z O Type of S.A.S.
Description of Soil r ��C S e_ r L S g
Nature of Repairs or Alterations(Answer when applicable)
r
i A . e.,n,
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 thi Board of Health.
Signe Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. �V Date Issued
r -,*"�''�1.r-..r`ri.rk .. .. '"Trr'r"'.. .. ... -' ., y' ,}.r Y-e .,1f • .. .r - . .
. 1 » .,'
2011 1�7
�+
No. % Fee ,
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS • Yes
application for -Disposal 6pstem (Construction Permit
Application for a Permit to Construct( ) Repair( j Upgrade O Abandon( ) . C-'omplete System ❑Individual Components
Location Address or Lot No. k a o 0 1 fc,+ i I k Owners Name,Address;and Tel.No.
Assessor'sMap/Parcel 2 a �'� � ti 41&C A
yhyh
Installer's Name,Address,.and Tel.No 7r Designer's Name,Address,dnd 1.No.
Type of Building:
Dwelling No.of Bedrooms`,t i f ,:, ; `Lot;Size sq.ft. Garbage Grinder( )
_> iL ;Y
Other Type of Building No.No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 15, O gpd Design flow provided gpd
Plan Date�� `Z-Z �— Number of sheets Revision Date h { p-
Title
Size of Septic Tank d Type of S.A.S. T� tn,C G�e-S Z
Description of Soil
a�tnre-of Rep �ll
airs or (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 thi oard of Health.
Signed f Date Z� �-
Application Approved byK. Date .
Application Disapproved by Date
for the following reasons
l
Permit No. V I Date Issued '
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CCERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by J to AA D, _ 9 y_T_f _
°�at 2 6 1 C. (G.-� v �q\ has been constructed in accordance with a provisions of Title 5 and the for Disposal System Construction Permit No. 12017 a l dated
Installer Designer CC4C_ vv- `C P_
#bedrooms- Approved design flow 15 4 gpd
The issuance of this permit shall not be]eon trued as a guarantee that the syste will fimctio as"des1gr ed.
Date C1 � / Inspector
-------------------------------------- - - ------
No. 010 I q-• `D Fee
THE COMMONWEALTH OF MASSACHUSETTS -
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS .
Misposal *pstem Construction 3permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at 1 ZU
c.J
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Corti tructio must a ce-pleted within three years of the date of this permit. ems` vs
�^
Date Approved by ��~��
Town o- alp
l
Ric.hr lld V. Zvirj
Ia BARNSTAf LE, `
MASS. a.I - 0 b.'>t F.A 3.))�. .-) �a.1 0WE5ROT11
:1`10111as W'K. , ,I3irecit��'
2011 Alain MrUt, R)" nnis, MA.0260.1
Uificc:: .5Oti-862-4644 t'a;:: (?yi_'79O..;,;;i.
installe;9 >d Designs C'w- itic:atiou Jigor�i
i ste: i 13 1)^7 Seki"age PermiN ------- / FSC Fti(3Y'°`: i.liA\.e�lt.s,r�i.
.�etii:l;�ta:s: Y�� r�'ee r;n t arc,rl.i s ti L !<aesxa iier: A1vl e Ji Cctiln �XCo�vU Cr,
Address: —1 z W� �-'��ss_ z1,� I2� Ad-d 'ess:
•C�r) JraSGb� �0�,'7�t w�s, issucd a pisrmit to ins'f,alt a
!. i'Zo 1� L� J�I ? b2d C'e✓r1-� la-�socl on a cic:;5it n tlr:;c�t", 1,�
I-e- Pllc ti}'stt m Ott'..._._._ . _. - - -----�._...— --�- --
(iaddress)
n��� ,�� "k dated 5�'1 ZZ 1 ►�
" rvze ___----- --— -- - ----..
(cl�slgtl"r
thaa tt)r: septic .system re erenced above, was installed. sabstallLi.aflY, i.l.CCO!.-Chflj' i:C)
-- the desion, which l:nay l.n.ClUde tumor a.pproVeCt Ch.C1l)gC5 SLICK Il_4 la.tefa.l t'GtOC�i601 Oi fiae
distributiou hoar aml/o.r 4,'40t.i.c t tn.lc. strip out (if required) was inspected and tl-W, vigil;:;
Werc. faur)d satisfactory.
i
l Certil:y that the septic syste. . referenced abode was installed kvid.1 major caiarl.t,s ii. ;.
- �;rcai:ea than tO' lateral rcloca.tm.n of the SAS or any vencc:al relocation, t)f anY comporicilt
of ) decor la.nc e with State &. l,,ocat l egulati.ons. Plan rcrosion 01'
i.Le septic system) bu.t it
ccrf:ifled as-built M desigrc.•r to follow. Strip out (it'rccluircch was irlst)ccted arid tlhQ soils
Were found satisfacton'.
`/ - l certl.f.}' that the ref')rel]ced above 'J O.,, G0I_IStCUCtCC,t 117 CQ.lY1iJ!l:d1lC4 \.V.lt'h 0.1.
O:i the '111t71-cmd teeters (i), applicable)
i:i\�Y
�` cS PETER
--- - ....,.._........-......--- _ Tv=;- IcE (EF
Fi i 1 int i.
(;�rf;� >:�!, � �, i tee
(1.:)e�;ignc1�'Sgriaturcl - �� �
PL.F,'AS.E Rdi;'i'URN '.LO, :i$A.I�N ST_ikBl,.ti, :i'>fJ1<3LIC ail±„.LTIA. DID;'USI.0J�s�CERTIFiL:/��._i"�_.
_;�r_
"2' C'ONIPLI l.1��.;3+ WILL i`6�"i' 'BR IS1,. ED l.liir11L l`3��'6TJ TIPS �'�1�RN A.14 +
iyt_li.€.,9' CARD ARE REC�_+IVEk_-7_BY!1"HE BARt`c';>T,^ai LE PUBLIC G-iEALC.,"i'H Di_YY�ISK-MTHANK YOU.
i iaSc:ptictDesit ner Cerlificiltinn Fcn•rrt R.ev 5-14-11,dc,c
A
a Commonwealth o1 Ma ssaf:l"1uset,
ExecLitive Office of Energy & Environmental Affairs
Department f Environmental Protection
One \A/inter Street Boston, MA 02109 •CD17 292-515on
)'nary'E. Pndil3
i z _
t_ELtte mint Govelrn?r
CERTIFICATION FOR GENERAL USE
Pursuant to Title 5, 310 CMR 15.000
Name and Address of Applicant:
Infiltrator Water Technologies, LLC.
P.O. Box 768
4 Business Park Road
Old Saybrook, CT 06475
Trade name of technology and models: BioDiffuser 11" Standard, BioDiffuser 14" High Capacity,
BioDiffuser 16"High Capacity, BioDiffuser 16" High Capacity H-20', BioDiffuser 15" Narrow (Bio
2), BioDiffuser 22"Narrow (Bio 3), ARC 36, ARC 36HD, ARC 36HC, ARC 36HC HD, ARC 50,
ARC 18, ARC 24, ARC 36 LP (3.8 inch-invert), and ARC 36 LP (8 inch-invert) (hereinafter the
"System"). Schematic drawings of the System and a design and installation manual are a part of this
Certification. This approval allows the installation of the above identified chambers without
aggregate.
Transmittal Number: X264258
Date of Revision: February 19, 2015, modified June 12, 2015
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of
Environmental Protection hereby issues this Certification to: Infiltrator Water Technologies, LLC.,
P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for
General Use of the System described herein. The sale, design, installation, and use of the System are
conditioned on compliance by the Company, the Designer, the Installer and the System Owner with
the terms and conditions set forth below. Any noncompliance with the terms or conditions of this
Approval constitutes a violation of 310 CMR 15.000.
June 12, 2015
David Ferris, Director Date
Wastewater Management Program
Bureau of Water Resources
'This infer€niation is availauk in alterrlat"fc nllat,Call fri€ch<WBIe V%Iaters-Ek�nem.Diversity Dircvtnr,at£517-292-575' T'T Y#N9assR0iy Seevics,t•E 00-43`_2370
BioDiffuser and ARC Chambers by Infiltrator Water Technologies,LLC. Page 2 of 6
Revised Approval for General Use—June 12,2015
1. 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
BioDiffuser I F Standard 34 x 76 x 11 6.5
BioDiffuser 14" High Capacity 34 x 76 x 14 9
BioDiffuser 16" High Capacity 34 x 75 x 16 11.3
BioDiffuser 16" High Capacity H-20' 34 x 75 x 16 1 l.3
BioDiffuser 15"Narrow (Bio 2) 15 x 87 x 12 6.87
BioDiffuser 22"Narrow (Bio 3) 22 x 87 x 12 6.87
ARC 36 34.5 x 60 x 13 7.1.3
ARC 36 HD 34.5 x 60 x 13 7.13
ARC 36HC 34.5 x 60 x 16 10.75
ARC 36HC HD 34.5 x 60 x 16 10.75
ARC 50 51.5 x 42.75 x 30 22.252
ARC 18 16 x 60 x 12 6.24
ARC 24 22.5 x 60 x 12 6.25
ARC 36LP (3.8-inch invert) 34x60x8 3.8
ARC 36LP (8-inch invert) 34x60x8 83
' This approval allows the use of the high capacity H-20 chambers but makes no determination as to the
chambers meeting the H-20 loading requirements.
2. Only Systems installed with this invert height shall be allowed to use the effective leaching area
associated with this model in Table 2.
3.Only System installed with the inlet pipe entering through the roof of the chamber.
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 or as a bed or field. If the System is installed with stone aggregate
then the " Effective Leaching Area" in Tables 2 and 3 is not applicable, and must be
designed in accordance with the provisions of 310 CMR 15.000.
3. The total effective leaching area for any Chamber Model shall be calculated by
multiplying the Effective Leaching Area per square foot of chamber times the total
length of chamber from Side Port Coupler to Side Port Coupler including Side Port
Coupler.
BioDiffuser and ARC Chambers by Infiltrator Water Technologies,LLC. Page 3 of 6
Revised Approval for General Use—June 12,2015
TableEffective Leaching Aream Trench Configuration for New Construction
and Remedial Sites
Effective Effective
Model Leaching4 Leaching5
Area Area (SF/LF)
SF/LF
BioDiffuser 11" Standard 6.53 N/A
BioDiffuser 14" High Capacity 7.18 N/A
BioDiffuser 16" High Capacity 7.88 N/A
BioDiffuser 16" High Capacity H-20' 7.88 N/A
BioDiffuser 15"Narrow (Bio 2) 4.00 N/A
BioDiffuser 22"Narrow (Bio 3) 4.97 N/A
ARC 36 6.78 N/A
ARC 36 HD 6.78 N/A
ARC 36HC 7.79 N/A
ARC 36HC HD 7.79 N/A
ARC 50 NA 6.71
ARC 18 3.96 N/A
ARC 24 4.87 N/A
ARC 36LP (3.8-inch invert) 5.79 N/A
ARC 36LP (8-inch invert) 6.96 N/A
4. Effective Leaching area is equal to 1.67(bottom width+(2x invert height))
'. Effective Leaching area is equal to 1.0(bottom width+(2x invert height))
6. The maximum trench width allowed for calculation of Effective Leaching area is 3 feet.
4. For new construction or upgrades, the applicant can size the System in a trench
configuration, using the Effective Leaching areas presented in Table 2.
5. Systems installed on remedial sites shall be allowed to utilize the Effective Leaching
areas presented in Tables 2 or 3, or additional reductions in soil absorption system may
be allowed. In no instance shall the reduction in the soil absorption system required in
310 CMR 15.242 exceed the maximum reduction allowed for alternative systems
approved in accordance with 310 CMR 15.284.
6. For new construction or upgrade, the applicant can size the System in bed or field
configuration, using the Effective Leaching areas presented in Table 3.
7. When the System is used with a secondary treatment unit approved in accordance with
310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be
allowed. In these situations the reduction in the SAS cannot exceed the maximum
allowed under the secondary treatment units approval. In no instance shall the reduction
in the soil absorption system area required in 310 CMR 15.242 exceed the maximum
reduction allowed for alternative systems approved in accordance with 310 CMR
15.284.
BioDiffuser and ARC Chambers by Infiltrator Water Technologies,LLC. Page 4 of 6
Revised Approval for General Use—June 12,2015
Table 3: Effective Leaching Area for Bed or Field Configuration for New
Construction & Remedial Sites
Effective
Model Leaching'
Area
SF/LF
BioDiffuser l l" Standard 4.73
BioDiffuser 14" High Capacity 4.73
BioDiffuser 16"High Capacity 4.73
BioDiffuser 16"High Capacity H-20' 4.73
BioDiffuser 15"Narrow (Bio 2) 2.09
BioDiffuser 22"Narrow (Bio 3) 3.06
ARC 36 4.80
ARC 36 HD 4.80
ARC 36HC 4.80
ARC 36HC HD 4.80
ARC 50 7.16
ARC 18 2.22
ARC 24 3.13
ARC 36LP (3.8-inch invert) 4.73
ARC 36LP (8-inch invert) 4.73
. Effective Leaching area is equal to 1.67 times bottom width only.
II Special Conditions
l. The System is an approved Alternative Chamber for use as an Alternative Soil
Absorption System. In addition to the Special Conditions contained in this Approval,
the System shall comply with the Standard Conditions for Alternative SAS with General
Use Certification and/orApproved.for Remedial Use (the 'Standard Conditions'), except
where stated otherwise in these Special Conditions.
2. New Construction This Certification is for the installation of a System to serve new
construction or an existing facility with a proposed increase in flow, for which a site
evaluation in compliance with 310 CMR 15.000 has been approved by the Approving
Authority and the site meets the siting requirements for new construction, as provided in
Paragraph 6 in section II Design and Installation Requirements of the Standard
Conditions.
3. Remedial Site This General Use Certification also applies to the installation of a System
for the upgrade or replacement of an existing failed or nonconforming system, provided
that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in
section II Design and Installation Requirements of the Standard Conditions.
4. The System shall be exempt from the minimum inlet spacing requirements of 310
15.253.
BioDiffuser and ARC Chambers by Infiltrator Water Technologies,LLC. Page 5 of 6
Revised Approval for General Use—June 12,2015
5. The System shall have a minimum of one inspection port through the top of one of the
chambers. The inspection port shall be capped with a screw type cap and accessible to
within three inches of finish grade.
6. When the System is installed in trench configuration, then the System shall comply with
these requirements:
a) Length (each trench) 100 feet maximum (310 CMR 15.251(1)(a));
b) Width (each trench) 2 feet minimum to 3 feet fnaximum (310 CMR 15.251(1)(b)) -
Chambers greater than 3 feet wide, when specifically approved, are subject to other
Special Conditions and limitations;
c) The minimum separation distance between any two trenches shall be two times the
effective width or depth of each trench, whichever is greater, or where the area
between trenches is designated as reserve area, three times the effective width or
depth of each trench, whichever is greater(310 CMR 15.251(1)(d));
d) The effective leaching area shall be calculated using the bottom area and a maximum
of two feet (per side) of side wall area for each trench (310 CMR 15.251(1)(e));
e) Trenches shall, be situated, where possible, with their long dimension perpendicular
to the slope of the natural soil. Where possible they shall follow the contour lines
(310 CMR 15.251(2));
f) Trenches constructed at different elevations shall be designed to prevent effluent
from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3));
g) The area between trenches may be designated as system reserve area only where the
separation distance between the excavation sidewalls of the primary trenches is at
least three times the effective width or depth of each trench, whichever is greater
(310 CMR 15.251(4)) - Chambers greater than 3 feet wide, when specifically
approved, shall be separated by three times the actual width and are subject to other
Special Conditions and limitations; and
h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting
provided in accordance with 310 CMR 15.241 (310 CMR 15.251(11)).
7. When installed in trench configuration, approved Alternative Chambers greater than 3
feet wide:
a) Shall be installed with a minimum separation distance between any two trenches of
two times the actual width of the chamber, or where the area between trenches is
designated as reserve area, three times the actual width of the chamber; and .
b) Shall only be entitled to a maximum effective width of 3 feet for the purposes of
calculating total effective leaching area.
8. When installed in a bed or field configuration, the System may be installed without
distribution piping, but must comply with the following requirements in 310 CMR
15.252:
a) The use of leaching beds or fields is restricted to systems with a calculated design
flow of less than 5,000 gpd per leaching bed or field(310 CMR 15.252(1));
BioDiffuser and ARC Chambers by Infiltrator Water Technologies,LLC. Page 6 of 6
Revised Approval for General Use—June 12,2015
b) The maximum length of chambers in series shall be 100 feet(310 CMR
15.252(2)(b));
c) Separation distance between adjacent beds/fields shall be ten feet (310 CMR
15.252(2)(f)); and
d) The effective leaching area shall include only the bottom area, not the sidewalls
(310 CMR 15.252(2)(i)).
9. For Systems constructed in fill and installed, the System shall be installed as specified in
310 CMR 15.255 - Construction in Fill, except the minimum 15 foot horizontal
separation distance to be provided between the soil absorption area and the adjacent side
slope shall be measured horizontally from the top of the chamber.
10. The System is exempt from 310 CMR 15.287, specifically items: (5) requiring written
notification of alternative system prior to property transfer, (6) need for a certified
operator, (9) need for an operation and maintenance contract with an operator and (10)
deed notice requirement.
Town of B arnstable
oFz rows Regulatory Services
Richard V Scalii,Interim Director
BAAhSTADLE,
4 MASS. Pone.Health Division'
1639• ,0�
''l�nMnr' Thomas McKean,.Directo,r
inn nrlatti Ct►•�pt .ci.,., MA wr ni
Office; 508-862-4644 Fax: 508-790-F304
'Romeowner Certification Form for Alternative Svstem
Property Address: 720 C3 tC C tnb i z i/+ (
Assessor's MapTarcel: . 2 `8 l2o
Property Owners Names RR Mc n C:�' Q r
In accordance rvitl.j Massachusetts .DEP alternative system approval letters, the following certification
information is required by the owner of record.. The Owner of record must place an "`x" in the
applicable box nexf`to each line certifying the information;
Yes N1A
'1 have been provided a copy of the Title 5 ILA techr►ology Approval letters:
05 page-Standard Conditions letter and the specific technology letter)
Q 0 I have been provided with`the Owner's Manua
I Dave been provided with the Operation axed Maintenance Manual`
v: r=' For Systems installed under a.Remedial,Use Approval, l.agree to hilf ll my
responsibilities to provide a:Deed Notice as required by 3-10 C1bXIt 15287(10)
and the Approval:
Far Systems installed tiinder a'RemediaL Use.Approval, I;agree'to fu111 my responsibilities to
provide written natifica j n of the Approval to any new Owner, as required by
310 CUR !5.287(5)
F� If the design does not..provide for the use of garbage grinders, the restriction is understood
and accepted
1 Whetlier or not'covered by a warranty, I understand the.z-equirernenl to. repast,replace, ttlticiify°
or take any other action as required by the.Department or the LA.A, if the Department or the
L1A determines the System to he failing to.protect public health and safety and the
environment, as defined in 310 CMR 15303
1 , a rift agree to comply with;all terms and-conditions above.
Property.Owners.printed name
IW,g. O/ 7
Property(Owners-S'ig.natu e � Date
Note: This. farm must be submitted along With the septic system disnosat wdfks percriit
application for all I1A_systems inc:htding new construction, repairslupgradesI with and
Without aggregate (stone) and with conventional design criteria or credited design
ariteriA.
QASepflC\A l of iwwner mk ficition.doe
Ramona Doherty
120 Old Craigville Road
Hyannis, MA 02601
May 30, 2017
Jason A.Souza,President
American Excavating Contractors LLC
27 County Rd,Mashpee,MA 02649
Dear Mr.Souza,
The five bedroom Cape Cod style house located at 120 Old Craigville Road was purchased in the
summer of 1977.There have been no changes to the floor plan since then.Sketches of the five bedroom
home are attached.
Sincere ,
�'��~y—
Buona L.Doherty
J�Sfrri 2S
U �
e� rc,
c�
�i
�oM ,
Db
, 99
G
i
ofTFX Town of Barnstable P e;31 ( �
Department of Regulatory Services
per"ram, PubliclHealth Division
ruaq Date
i63v `6� 200 Mai Street,Hyannis MA 02601
Date Scheduled `-� Time / / "° ti G�C rA ' />
Fee Pd,—_ 0 0—
Soil Suitability Assessment-for Se(wage Disposal
Performed By:_ I (•}L' ii C '!} F a `Lj
- Witnessed By;
I
LOCATION & GENERAL INFORMATION
f`
Location Address I Z 0 id C(bt #� �
j �`� �'-'�c,{ Owner's Name
Addresszz
Assessor's Map/Parcel: '� `l� a� ff �7�r`�• ?_& 1�%
Engineer's Name t} j ; pp
i/Ic
NBWCONSTRUCTION REPAIR ' I Telephone#
Land Use i
��_ Sloped(S'o) f'2 Surface Stones
Distances from: Open Water Body ft Possible Wet Area�ft Drinking Water Well' ft
Drainage Way ft Prop ierty Line U f—�ft Other
I
SKETCH:(Street name,dimensions of lot,exact locatigns of test holes&pere tests,locate wetlands in proximity to holes)
on
i
Parent material(geologic) a) -S h Depth to Bedrock.
Depth to Groundwater. Standing Water in Hole: P Jj e,-, Weeping from Pit Pace to
Estimated Seasonal High Groundwater _^> f✓� -Z -
DETERNIINATION FOR SEASONAL•HIGH I)VA.TER TABLE
Method Used: _ I
Depth Observed standing in obs.hole: in, Depth to soil mottles:_ _.� in,
Depth to weeping from side of obs.hole: 1 In, Groundwater At1f ustment .o„ _ ft.
Index Well# Reading Date: Index Well le_Yel _ r AdJ,factor,,,,,,,_®.- Adj,Grountlwater Level
I
PERCOL�TION TEST bate
[Depth
bservation `-�
ole# j I 1 Time at h"
of Per
3Q/ tlD. °-V" vj�'`0�� Time at 6"
I I
Start Pre-soak,Time @ �1"t�@i r,Ld Time(9"-6")
End Pre-soak r I 1Z. M
Rate Min./Inch.
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
i
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 11) week prior to beginning,
Q:\SEPTIC\ ERCFORM.DOC
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DEEP.OBSERVATION HOL LOG Hole# _�
Depth from Soil Horizon Soil Texture tdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
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Consistency.% r vel
M—C- sr,v2J. 7,15Y �
DEEP OBSERVATION HOL� LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consissency.%Gravel)
- r i
DEEP OBSERVATION HOL LOG Hole#
Depth from Soil Horizon. Soil Texture oil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%Grave
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DEEP OBSERVATION HOLE LOG. Hole#
Depth from Soil Horizon Soil Texture oil Color 8011 Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency,°k,Graven
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Flood Insurance Rate Map:
Above 500 year flood boundary Nov Yes ./�•-
Within 500 year boundary No Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious'material exist in all areas observed throughout the
area proposed for the soil absorption system? ��
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on < < �`-' (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the labove analysis was performed by me consistent with .
the required traini expertise and experience described ir. 10 CMR 15.017.
Signature.- L.
Date
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Q;\.SEPTiC�P2RCFORM.DOC
LEGEND
88 —— EXISTING CONTOUR N a wFS Qom S
X 100.98 EXISTING SPOT GRADE ® , T Mql e A
EXISTING WATER SERVICE Street
'-W o
—G EXISTING GAS SERVICE F'ne J�
--O.H.W-- OVERHEAD WIRES �a
undo Ln `m LOCUS
TEST PIT
OLIO CYR.4I6 TWILL' ROAD BENCHMARK
a
Carlotta
97.57 97.65 97,68 edge of pavement 1', Qoe
j aid o
97.85 K 97.77 S 48°44'55" HYD / ) ?a Town
c� 102.W
\ �9i t
0 97,66 ' � �' � � �F 98.. 8
' LOCUS MAP
0a LOT 3NOT TO SCALE
9722 X\ C
)8.86 11,674 S.F.f
!� I I- 99,7 GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
'f .'.' ... 9 ,31 WALK } 9,71 Q BOARD OF HEALTH AND THE DESIGN ENGINEER.
97,91 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
�+ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
97.62 ,::".`:.: I G C 99,449-9 asq
LOCAL RULES AND REGULATIONS.
wL
.' I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
O /-
a TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
O DESIGN ENGINEER.
EXISTINGZ4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Ln USE ( 120 / O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
`# 1:00, ENGINEER BEFORE CONSTRUCTION CONTINUES.
T.O.F.=100.10.E U,
7 7 / 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
ZD
to 99,11 EXIST. SEWER O 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
INV.=974t G,4TE THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
97,51 FENCE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
BM/ 9941 99.65 / 1 0,33 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
/ DECK10
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
' 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
Benchmark Set �' ®/ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
Rt. outside Cor. Bulkhead Iv �O DIRECTED BY THE APPROVING AUTHORITIES.
EL.=99.41 SEPTIC OTANK t' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
/ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
1 O'-•-I X 4 99.7 // CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
/P❑LE IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
5 7' TP-1 TP-2 + 100.08 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
29 9. = = = =�=�= 100.58 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
_) 100+8\ SHED
VENT 50 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
' { 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
�� QF 101.00' �' FENCE \ IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
04S _
PETER T. 98,82 N 48°44'55" E 100,41 PARCEL ID: 240-120
M CIVIL E N EXISTING CESSPOOL EXISTING CESSPOOL EXISTING CESSPOOL PROPOSED SEPTIC SYSTEM UPGRADE PLAN
o. 35109 (APPROXIMATE) TO BE R MOVED (SEE NOTE,)D 120 OLD CRAIGVILLE ROAD, HYANNIS, MA
G/SZE� `�� (SEE NOTE 11)
Prepared for: American Excavating Contractors, 27 County Rd., Mashpee, MA 02649
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.Works, Inc. 1 =20 P.T.M. 154-17
Engineering
�� DOHERTY, RAMONA
120 OLD CRAIGVILLE ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
f HYANNIS, MA 02601 (508) 477-5313 5/22/17 P.T.M. 1 of 2
p
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.96.8
s FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. '
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT
T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE VENT
EXISTING F.G. EL: 99.8MAX.) EXISTING
F.G. EL.=99.7t F.G. EL: 99.8t HOUSE (#120)
AINTAIN 2% GRADE (MIN.) OVER S.A.S. T.O.F.=100.10±
L = 16' ' L 6'
L = I1'(MAX) EXIST. SEWER
S=1% (MIN.) ® S=1% (MIN.) ® S=l% (MIN.) l INSPECTION PORT INV.=97.4t
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
AIM Irv-'
6"
10"I '
14" s s" 10.75" TO
INV.=97.10 48" LIQUID INVERT DECK
LEVEL INV.=96.40 -;
ADD } INV.=96.77 PROPOSED INV.=96.60 2 ROWS OF 10yUNITS AT 5.0'/UNIT)= 50'
GAS BAFFLE J
INV.=96.85 D—BOX SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER
TIE IN TO EXISTING SEWER BACKFILL WITH CLEAN NATIVE OR
AT HOUSE, INV.=97.4t. PERC SAND TO TOP OF CHAMBERS _ 'TRENCH-1 _____
C _ __ ______3
NOTES: 5.7' .�_--
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=96.83 "; ':: ; ;._, '. TRENCH_2_____—_
INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=96.40 50' -I TSB SHED
2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=95.50 4� r 67.5'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 2.83' 2.83'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF S.A.S. LAYOUT
3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EXISTING SUITABLE
NO G.W., EL=88.3 MATERIAL
AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. z
USE 2 ROWS OF 10—ADS Arc 36HC HD UNITS
SEPTIC SYSTEM PROFILE IN TRENCH CONFIGURATION WITH NO STONE 63.25"
N.T.S. TYPICAL SECTION
te"
DESIGN CRITERIA SOIL LOG 34.5"
NUMBER OF BEDROOMS: 5 BEDROOMS DATE: APRIL 5, 2017 (REF#15,316)
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.
DESIGN PERCOLATION RATE: <2 MIN/IN HEALTH AGENT
TOP VIEW
ELEV. TP- 1 DEPTH ELEV. TP—2 DEPTH
DAILY FLOW: 550 GPD 60"
99.3 A 0 99.3 A 0 END CAP END CAP
DESIGN FLOW: 550 GPD LOAMY SAND LOAMY SAND FRONT VIEW SIDE VIEW '"T- ff
GARBAGE GRINDER: NO 98 8 10YR 4/2 10YR 4/2 END CAP
6" 98•8 6" REAR/TOP VIEW
LEACHING AREA REQUIRED: (550 GPF) _ =743.2 SF BLOAMY SAND BLOAMY SAND NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
10YR 5/8 10YR 5/8 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
.74 GPD/SF 97.3 24" 97.1 26" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 0 b G 30 4640 TRUEMAN BLVD
PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED 48..PERC gffzw.HILLIARD, OHIO 43026 Arc 36HC DETAIL ak
{ ADVANCED DRAINAGE SYSTEMS.INC. UNITS MUST BE STAMPED HD
SOIL ABSORPTION SYSTEM 1
M—G SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE ADS Arc 36HC HD UNITS IN STONELESS TRENCH CONFIGURATION 2.5Y 6/6 I M2.5YS6/6
(GENERAL USE APPROVAL FOR 7.79 SF/LF IN TRENCH CONFIGURATION) 120 OLD CRAIGVILLE ROAD, HYANNIS, MA
2 x 50' TRENCHES = 100' �, Prepared for: American Excavating Contractors, 27 County Rd., Mashpee, MA 02649
88.3 132" E DRAWN JOB. NO.88.3 132" Engineering by: SCALE 100' x 7.79 SF/LF = 779.0 SF PERC RATE <2 MIN/IN. ("C HORIZON) Engineering Works, Inc. NTS P.T.M. 154-17
DESIGN FLOW PROVIDED: 0.74(779 S.F.) = 576.4 GPD NO GROUNDWATER ENCOUNTERED 9 g
12 West Crossfield Road, Foreatdale, MA 02644 DATE CHECKED SHEET N0.
ACTUAL AREA = (2 x 0.9'(SIDEWALL) + 2.83' (BOTTOM)) x 100' = 463 SF I (508) 477-5313 5/22/17 P.T.M. 2 of 2
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