HomeMy WebLinkAbout0210 ARROWHEAD DRIVE - Health 210 ARROWHEAD DR. , HYANNIS
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T6*N'-OF BARNSTABLE
LOCATION /d r,.risreir/ SEWAGE* �UJAG 7
VILLAGEy �� ASSESSOR'S MAP&PARCEL )�O_-tom
-INSTALLER'S NAME&PHONE NO. yrr> 7549C-ew �
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) i/i o 8 ov, (size) Sam/w✓
NO.OF BEDROOMS
OWNER
PERMIT DATE: Zo20 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 T A . 3!/47 ✓a✓
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No. V�v�, 7-7 Fee UG
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpYication for Vsposar .4pstem (Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade Abandon( ) EDRttmplete System ❑Individual Components
Location Address or Lot No. u f}.,t„L,,{j DO Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel ' ' Aft' 7b —O 7-111-4 V11.1m, -u k-e
Installer's Name,Address,an Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size 9.25:1 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required 7 y gpd Design flow provided �� gpd
Plan Date l VNumber of sheets Revision Date 1 G c.
Title
Size of Septic Tank �y, ;,,,, {}lJc (Q� Eng,�,ee3' ype of S.A.S. �^ U Sc.f�,,� C�r � ft 7✓
Description of Soil
Nature/of Repairs or Alterations(Answer when applicable) o. z)� A A&-, d-1,x en,/
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 ealth.
S' ed Date
Application Approved by Date 6
Application Disapproved by Date
for the following reasons
Permit No. 2-0) 0 '� 1 7 � Date Issued
� ._ - _ -�� :s T�,,>y�.�.J .-Z7F'�'�•�..ir/�' 'tF. ^� ^..fir'- ,
No. (}�f) / / y ' f'ti Fee (�(�
THE COMMONWEALTH OF, MASSACHUSETTS Entered in computer:�es
Yes
PUBLIC HEALTH DIVISION,- TOWN OF BARNSTABLE, MASSACHUSETTS
ftpfication for Misposal .4pstem Construction Permit
Application for a Permit to Construct( ) Repair(v)�Upgrade( ) Abandon( ) EI]R6inplete System ❑Individual Components
Location Address or Lot No. (v f}rr-wjv cd ��, Owner's Name,Address,and Tel.No. '
Assessor's Map/Parcel try�;,,, '�� Ug"S�
Installl►er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Mw" T,c W(W It
Type of Building: ✓
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures ;or
Design Flow(min.required) "7 Y0 gpd Design flow provided / 77 gpd
Plan Date "�2,j11�j Number of sheets Revision Date �/_)c:/1
Title
Size of Septic Tank F.�,^1,,/ /'2-u (2rr 1",o n e[t4 ype of S.A.S. C iP✓-,
Description of Soil
Nature of Repair's or Alterations(Answer when applicable) rr 11�t.) G v�,v ��-/tea vir✓ ? S� 9 ��+.n
C n'tr ),
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's Board of Health.
Signed Jjn 0 Date
~ Application Approved by.- [r �(y �1 Date /A�, o
Application Disapproved by(T Date
for the following reasons.
Permit No. 2-a2 a' — % Date Issued 6 11 b U
P / ,
THE COMMONWEALTH OF MASSACHUSETTS r
BARNSTABLE,MASSACHUSETTS
certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�,,)'' Upgraded( )
:t Abandoned( )by 0.A n/A)A, W, �s^t,
s r at �1 u A v�:,)JAe"kr) %r,VP, t�h�^„,r has been constructed in accordance
jF
j with the provisions of Title 5 and the for Disposal System Construction Permit No..2c.2a^ /77dated
Installer n) T G Designer F ems. Inv�i�
y�
#bedrooms L,f Approved design flow gpd
The issuance o this/permit shall not be construed as a guarantee that the system willr cti InI4),designe
d.
Date f � / d Inspector 11 _ L4,✓
r
No.
o �-___.:._-<�-_-_��--_--_----.__-__.�-r - ------------- .---- --:--_ -. ------.. ---------Fee
THE COMMONWEALTH OF MASSACHUSETTS
r �
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Permit
Permission is hereby granted to Construct( ff) Repair(� Upgrade( ) Abandon
System located at a r A ,.,,.,A i ri dl „ ri•/
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. r
Date kr / /��O Approved by /
i
-Op1ME Town of Barnstable
Tp�
Regulatory Services
is aAxrrsrnete Richard V. Scali, interim Director
y RL1SS. A
1639. `�� Public Health Division
TEi7MAtd Thomas INIcKean, Director
200 Main Street,.Hyannis,MA 02601
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Office: 508-862-4644
r
1=ns: 50S-19Q-G304
Installer&Desi>;ner Certification Form -
Date: �e1 •Z.Z�� SeivagePermit# 2OZ ,* 7;? Assessor's1VlapTarcel 27200�5�
Pz+�r i'1 C CA+Zre
Des ; '.� e�,tu✓lcs l�C Installer: V,A , 1����
Address: )2 b!J � s� Vic/ g,4 Address: 1:1.O- fjQ1c tdk_
MA 6z�yy Ce� ,fr, lie �Ar
�2V3z
On G(date)—Z�2a __ (installer)
C vas issued.a permit to install a
( - ,
pp t
septic system at Zl 0 A c"ftwt%eCXtj -P r-
�fh�rbased on a design drawn by
(ad.dress) i
Cn9;'n�e�r';�y �llari�Csr j,-r� dated
/ (designer).
I ccrt.ify that the septic systeruxeferenced above was installed sut
the design, which may include minor approved changes such as lateral rel relocation tof the
distribution box and/or septic tank. Strip out (if required) was inspected and`the soils
were found.sat.isfactorv.
I certify that: the septic system referenced above was installed with major changes (Le,
greater than 10' lateral relocation of the SAS or any vertical relocation of anv component
of the septic systeiri) but in accordance with State & Local. Regutat.ions. 'Plan revision or
certified as-built by designer to follow. Strip out.(if required)-was inspected and the soils
were found satisfactory.
I certify that di
e systein referenced above was constructed in
of the I approval lett
1A ers(if applicable) with the to rrns
. AM
nsta er's SlgnatUte) �' CIVIL
�� RFOISSE��O
esignei's Sigria tile) (Affix Designe ere)
PLEASE RETURN TO BARNSTABLE.PUBLIC HEALTH DI'VIS.iON. CERTIFICATE
OF COAJLPI,IgNC)J V<ZLL NOT CBE, ISSUED UNTIL BOTH THIS FORAM A�7D AS-
BUI:LT CARD .ARE RECEIVED BY THE BARNSTABLT PUB.LI.0 HEALTII DIVISION.
THA\'K YOU.
Q:'.Sepiic--;L)esinner Certification Form Rev 8-14-13.doc
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backlill.The
engineer did not supervise construction ot-the system.The installer assurnes responsibility for all materials,workmanship,backtllling
to specified grades with proper compaction and selling rsers;covers as shown on the design plan.
TOWN�O B STABLE f
LOCATION dL 10 A R R Q w .U�L 4� SEWAGE #
VILLAGE 1�Y // ASSESSOR'S MAP & LOT
76 -6
INSTALLER'S NAME&PHONE NO. �S 6 w 7 7 S- 99-) �e
SEPTIC TANK CAPACITY f.'6 8
LEACHING FACILITY: (type) 3 C C jL S (size)A 0.OF BEDROOMS 3— `/
BUILDER OR OWNER Ma A6,0.61d
PERMITDATE: / "a` / �01 17 COMPLIANCE DATE: „Z-G-'�'I
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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) I Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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No. Fee,;$
i'iQ 00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIpprication for Migaal bpotem Con5tructton Permit
Application for a Pen-nit to Construct(4Repair(x )Upgrade( )Abandon( ) , Complete System O Individual Components
Location Address or Lot No. 210 Arrowhead Dr Owner's Name,Address and Tel.No. 7 7 5—3 4 8 5
Assessor'sMap/Parcel Hyannis , MA Wm MacDonald
210 Arrowhead Dr, Hyannis, • MA
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No.
Wm E Robinson Sr Septic Sry
PO Box 1089 Centerville MA 0263
Type of Building:
Dwelling No.of Bedrooms 3/4 Lot Size sq.ft. Garbage Grinder(nc)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil sand
Nature of Repairs or Alterations(Answer when applicable) Septic repair consisting of
a 1500g tank, D—box, and three ;#330 stonepacked Culte,,,- infiltrators.
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 Certifi-
cate of Compliance has been issu d b B &of Heal
Signed Date/- 4
Application Approved by Date
Application Disapproved for the following reasons
Permit No. — Date Issued `'y- 17
No. ..Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
r
01ppYication for ZigposW *pgtem (Congtruction Permit
Application for a Permit to Construct(ORepair(x )Upgrade( )Abandon( ) Complete System O Individual Components
Location Address or Lot No. 210 Arrowhead Dr Owner's Name,Address and Tel.No. 7 7 5—3 4 8 5
Assessor'sMap/Parcel Hyannis, MA Wm MacDonald
210 Arrowhead Dr, Hyannis, MA
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No.
' Wm E Robinsot Sr Septic Sry
PO Box 1089 Centervilk& MA 0263
Type of Building:
I Dwelling No.of Bedrooms 3/4 Lot Size sq.ft. Garbage Grinder(nc)
[ Other Type of Building N/9 PPe'rf us ? Showers( ) Cafeteria( )
' Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
I
Size of Septic Tank Type of S.A.S.
Description of Soil sand
Nature of Repairs or Alterations(Answer when applicable) Septic repair consisting of '
a 1500g tank, D-box, and three #330 stongpacked Cultex infiltrators.'
Date last inspected:
1 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 Environme tal Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by t ' B 9'rd of Healt . 1
Signed Date ZfeR 9'
Application Approved by Date / 1,?9_
Application Disapproved for the following reasons
Permit No. 2 — [o Date Issued
i r — -------=----------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS _
MacDonald Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( )Repaired (xx)Upgraded ( )
Abandoned( )by Wm E Robinson Sr Septic Srv.
at 210 Arrowhead Dr, Centerville, MA has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 7-' dated .1-i g —9 2
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the systeni,,will function as designed.
Date �.T�„9 Inspector
———————————————————————————————————————
No. 97 _341' Fee $5 0.0 0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
MacDonald lwigogar *pgtem Congtruction Vermit
Permission is hereby granted to Construct( )Repair(x)Upgrade( )Abandon-( )
System located at 210 Arrowhead Drive
Hyannis, MA
by Wm E Robinson Sr Septic Srv„
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this p rmit.
Date: A�$T`'t`^W Approved by
r
NOTICE: This form is to be used for the repair of failed
septic systems only
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS)
I,William E. Robinson, Sr.,hereby certify that the application for disposal works
construction permit signed by me dated/7,7 17 concerning the
property located at 210 Arrowhead Drive,Hyannis,MA meets all
of the following criteria:
f
* There are no wetlands within 300 feet of the proposed septic system.
* There are no private wells within 150 feet of the proposed septic system.
* The obseved groundwater table is 14 feet or greater below the bottom of the leaching facility.
* There is no increase in flow and/or change in use proposed..
* There are no variances requested or needed.
. I
SIGNED:/, DATE/—,;�-9—
LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER 60
(Attach.a sketch plan of the proposed system. Also if the licensed installer proposes a certification
plot plan,this plan should be submitted).
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TOWN OF B STABLE ?.
LOCATION a�� I U %� R 6 w lc�i 4 SEWAGE #
VILLAGE f ,ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO. A,-< 6 7? S" 7
SEPTIC TANK CAPACITY _ �6
LEACHING FACII.TTY: (type) 725 CO-144i X S.
(size) /G
NO.OF BEDROOMS-J.—
BUILDER OR OWNER �C/
PERMUDATE: "a` /``c7 .COMPLIANCE DATE:
Separation Distance Between the:
' Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private*ater 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
to may,
�JEl
Engineering Dept. (3rd floor) Map Parcel a rmit# f ! 7
House# �� Date Issued
Board of Health(3rd floor)(8:15:=9:30/1:00-4:.3U) �.4 Fee ���',po
`Conservation Office I4th floor)(8:30-9:30/1:00-2:00) or
19
BAR
TOWN OF BARNS T - E �� p
Building Permit Applicatio
Project Street Ad r ss e e,
Village
Owner
l�1 lq� Address
Telephone 7 7 5-J
Permit Request - 7X 6,2f
First Floor square feet Second Floor square feet
Construction Type
—C Estimated Project Cost $ 4�Q,d D
ning District Flood Plain Water Protection
Lot Size Grandfathered ❑Yes ❑No
Dwelling Type: Single Family [E Two Family ❑ Multi-Family(#units)
Age of Existing Structure J6 Historic House ❑Yes U Ko On Old King's Highway ❑Yes [�No
Basement Type: gffull ❑C IwZWalkout ❑OtherBasement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: Existing New Half: Existing O New
No.of Bedrooms: Existing New
Total Room Count(not including baths): Existing 6 New First Floor Room Count
Heat Type and Fuel: ❑Gas ®'Uil ❑Electric ❑Other
Central Air. ❑Yes W o Fireplaces: Existing cA New Existing wood/coal stove ❑Yes o
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)
❑Attached(size)
❑Barn(size)
I�None Shed(size) bC
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes, site plan review#
Current Use Proposed Use
Builder Information
Name �, e�/ Telephone Number
Address License#
Home Improvement Contractor#
Worker's Compensation#
NEW CONSTRUCTION OR.ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
NATURE Z (2�?� DATE /c;2 �T
BUILDING PERMI ENIED FOR THE FOLLOWING REASON(S)
Map Parcel Permit#--�-T
House# d;2-/ Date Issued
`�PFee yW 1,
IKE
rd 19
j • MA86. .
FO 39.
TOWN OF BARNSTABLE
Building Permit A plication
P reet Address
Village /ate A/
Owner Addressjr-
�.Telephone
=Permit Request �� �� ��° j'�S
Qy
First Floor � square feet Second Floor square feet
Construction Type
Estimated Project Cost $ �6 Q
Zoning District leg:-�fle Flood Plain Water Protection
Lot Size Grandfathered p Yes ❑No
Dwelling Type: Single Family Ja/ Two Family p Multi-Family #units)
Age of Existing Structure
Jam, �s• Historic House ❑Yes f I�10 On Old King's Highway ElYes Q4400,
Basement Type: [Full El Crawl Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Ut}finished Area(sq.ft)
Number of Baths: Full: Existing�_ New. Half: Existing New
No.of Bedrooms: Existing New
Total Room Count(not including baths):Existing L2 . New First Floor Room Count
Heat Type and Fuel: ❑Gas Er�&l ❑Electric p Other
Central Air ❑Yes �,o Fireplaces:Existing _New Existing wood/coal stove Cl Yes &No
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)
p At ached(size) ❑Barn(size) (,
7ne &Shed(size)
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded p
Commercial p Yes ❑No. If yes, site plan review#
Current Use Proposed Use
Builder Information
Name Telephone Number
Address License#
Home Improvement Contractor#
Worker's Compensation#
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
'PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
BUILDING PERMIT DE OR THP POLLOWIN REASON(S)
TITLE•V CALCULATION CHART (1995 Code)
COMPONENT 3 BEDROOMS 4 BEDROOMS 5 BEDROOMS 6 BEDROOMS
Min. Required area for<5,mpi soil(1995 Code) 446 sq.ft. 595 sq. ft. 743'sq. ft, 892 sq.ft.
SEPTIC TANK 1500 Gallons 1500 GalloM, 1500 Gallons 1500 Gallons
DISTRIBUTION BOX Distribution Box Distribution Box Distribution Box Distribution Box
SOIL ABSORPTION SYSTEM:*
Cultec Recharger 330's 4 (334 GPD) 6 (471 GPD) 8 (606 GPD) -9 (674 GPD)
(NOTE:S ere not enough'- INOTE:7 are not edough- �/ p 0.3 x2
v�
34 x 8.3 x 2 provides only 401 GPDI provides only536 GPDI /1.5 X
Cultec Recharger 336's(with 2'stone surrounding SAS) 49 x 8.3 x 2 64 x 8.3 x 2
Cultec Recharger 330's(with 3'stone surrounding SAS) L28!.5
GPDI) 5 (490 GPD) [NOTE:4 are 6 (569 GPD) 8 (728 GPD)
It)3 x.2 not enough-providei only 411 51 x 10.3 x 2 60x10.3x2
GPD]43.5 c 10.3 z 2 •' ,
High Capacity Infiltrators 4 (394 GPD). 6(461 GPD) 7(598 GPD) 8(667 GPD)
H.C.Infiltrators(Mich 4'stone on fides,3''stooe'on ends and I�Tnches underoeeth) 33 x 10.8 x 2.• 39.25 x 10.8 x 2 52 x 10.8'x 2 58 x 10.8 x'2
INOTE: 4'slone is not reeommendeed,more infiltrator units are recommended]
Infiltrator 3050's 5(331 GPD) 7(448 GPD) [NOTE: 6 9•(557 GPD)'[NOTE:8 11(665 GrD)(NOTE:10 '
Infiltrators 3050's(with 2 ft.stone surrounding SAS) are not enough,only 399 are not enough,only 515 are not enough,only 631
34'x 8.2 x 2 GPD capacity] GPD capacity] GPD capacity]
47x8.2x2 59x8.2x2 71x8.2x2
Infiltrators 3050's(with,3 ft.stone surrounding SAS)• 4(345 GPD). 6(445 GPD) 7 (5SOGPD) 10(660GPD)
30x10.2x2 39.5x10.2x2 49.5x10.2x2 60x10.2x2
Infiltrators 3050's(with 4 ft.stone surrounding S.A.S.) 3(335 GPD) 5 (443 GPD) 6 (551 GPD) 8 (665 GPD)
[NOTE: 4'stone is not recommended,more infiltrator units -25 x 12.2 x 2 34 x 12.2 x 2. 43 x 12.2 x 2 52.5 x 12 2 x 2;
are recommended)
500 Gallon Chambers 4 (395 GPD)' 5 (477 GPD) 6 (560 GPD) 8 (724 GPD)
500 Gallon Chambers/Drywells(with 2'Stone) 31 x 9.1 x 2 46.5 x 9.1 x 2 55 x 9.1 x 2 72 x 9.1 x 2
500 Gallon Chambers/Drywells(with 3'stone on sides&ends) 3 (384 GPDI) 4 (477 GPD) 5 (574 G$OD) 6(669 GPD)
31.5x11.1x2 40x11.1x2 48.5 x IIJ x2 57xIIJx2
500 Galion Chambers/Drywelir(with 4'stone on sides&ends) i 2(355 CPD) 3(462 GPD) 4 (570 GPD) 5(677 GPD) '
(NOTEt 4'stone is NOT RECOMoMDED,mare chambers am recommended) 25 a 13:1 x 2 33.5 s.13.1 x 2 •42 z 13.1 x 2 50.5 i 13.1 a 2
Flow Diffusors(with 2'stone surrounding SAS and 12"deep 4(343 GPD) 6(485•GPD) 7(556 GPD) 9 (698 GPD)
stone on bottom) 36x8x2 52x8*x2 6bx8x2 76z8x2
Flow Diffusors(with 3'stone surrounding SAS and 12"deep 3 (340 GPD) 5(506 GPD) . 6(589 GPD) 7(671 GPD)
stone on bottom) 30x10x2 46x10x2 54x10x2 62X 10x2
Leaching Trench 6.0'X 4'-X 2' or(2) -80'X.4'X 2' or(2) (2)48' X 4'X 2' or (2)57' X 4' XZ' or
-30'X 4'X 2' 40' XC4'X 2' (4)24'X 4'X 2' •(4)28' X 4'X 2'
Leaching Field 446 S.F.;(330GPD) 595 S.F. 743 S.F. 892 S.F.
ALL MINIMUM SAS SIZE REQUIREMENTS LISTED ABOVE ARE BASED UPON THREE ASSUMPTIONS
(1) No garbage grinder,(2)Class I Soil(0.74 GPD/S.F.),(3)No wetlands within 250 feet of S.A.S.and groundwater is greater than 14'below SAS
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EXISTING CONTOUR
PG 84 x 60.98 EXISTING SPOT GRADE 6 '
PL 247 -W EXISTING WATER SVC.
PROPOSED S.A.S. -G EXISTING GAS SERVICE i e
3-500 GALLON CHAMBERS --&.H.W OVERHEAD WIRES
SURROUNDED WITH STONE TEST PIT $
97.30 N 13'14'22" E ( BENCHMARK . �, " •��
x 77.51 - 9 .zs I LEGEND
D x LOT 26
x �.�1'4'0 9,252tS.+ 97 3
97.45 . 10 . ;O. F----
♦ TP P ' '9 LOCUS MAP
0 / I I 1 NOT TO SCALE
♦ O � I I EXISTING S.A.S.
♦ �'
♦ �I i TO BE ABANDONED GENERAL NOTES:
iI I
EXISTING SEPTIC TANK SHED ♦ O x 9 �6 f 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
(TO REMAIN) I j 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
TOP OF TANK, EL.=98.16t / DECK - U OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
INV.(OUT)=96.83t / 99.0 DECK LOCAL RULES AND REGULATIONS.
/99.71 98. 4 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
0 x \9• TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
?, Z G DESIGN ENGINEER.
BENCHMARK 1 9 9.10 x BH \ v 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
ORANGE DOT�BH ,t �I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
EL.=99.71 �p ENGINEER BEFORE CONSTRUCTION CONTINUES.
GARAGE o0o N 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
TING - �_ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
N Zo HOUSE 210 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
T.O.F.=101.E-t HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
1VV/ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
I x 99.18 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
Z I
99.5 99,�5 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
_ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
' 100,03 DIRECTED BY THE APPROVING AUTHORITIES.
\ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
100.01' :`• THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
x 3 100.17 y CONSTRUCTION.
99.26 : • `PAVED 100,3 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
-� :';,.: : .• \ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
DRIVEWAY..;:..::.:: \ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
44 = ': • ''<' Of 4f4r 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
99.99` ••100.40`.;; \ �Q�� sq�y INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
3 -6 \ , o� PETER T. s 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
\ McENTEE ' NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
77•50' \ CIVIL "' 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
� 14 22 W No. 35109 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
L� G/S1FR�� �
98.48 98.83^ 99.45 �O 100.16 PARCEL ID: 270-085
-ARROWHEAD DRIVE C PROPOSED SEPTIC SYSTEM UPGRADE PLAN
210 ARROWHEAD DRIVE, HYANNIS, MA
Prepared for: TRUE VALUE PROPERTIES, 25 Wareham St., Suite 2-14, Middleboro, MA 02346
' OWNER OF RECOED Engineering by: SCALE DRAWN JOB. NO.
MACDONALD, WILLIAM J Engineering Works, Inc. 1"=20' P.T.M. 256-19
PLAN REVISION 5/26/20 4 25 WAREHAM STREET
REVISED TO THE APPROVED DESIGN FLOW OF 440 GPD I MIDDLEBORO, MA. 02346 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 10/28/19 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL. 95.5
FORA DISTANCE OF 15' AROUND THE
PROPOSED SEPTIC TANK PERIMETER OF THE S.A.S.
PROVIDE RISER WITH RISER & COVER OVER PROPOSED D-BOX
ACCESS MANHOLES AND SET TO 6" OF GRADE INSTALL RISER & COVER PROPOSED S.A.S.
SET TO 6" OF GRADE 'INSTALL RISER & COVER OVER ONE CHAMBER AND
T.O.F=101.6f SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT EXISTING
F.G. EL.=99.2t F.G. EL.=98.Ot GARAGE HOUSE( 210)
F.G. EL.=99.6t � � F.G. EL.=97.6t
MAINTAIN 2% SLOPE OVER S.A.S.
HB
L = (MI L = I% (MIN. BACK OF HOUSE
® S=1% (MIN.) ® S=1% (MIN.) 2•" LAYER OF 1/8" TO 1/2" i
4"SCH40 PVC 4'SCH40 PVC
DOUBLE WASHED STONE
1p.,l as $ as (OR APPROVED FILTER FABRIC) N
14" s 2' EFF. aaBaaeB C 52 W
aaaaaaa
EXISTING 48" LIQUID DEPTH �3/4" TO 1-1/2" DOUBLE DECK ob 01
LEVEL ADD GAS PROPOSED 2.6 4.8' 2,6' WASHED STONE p� ' o f
BAFFLE INV.=95.47 INV.=95.30
g= O EFFECTIVE WIDTH = 10' v`. S� �` �d�
INV.=96.83t 3 OUTLETS INV.=95.00 .6�/ h �
(VERIFY) H-10 3-500 GALLON LEACHING CHAMBERS WITH STONE ��j6� 6'
EXISTING SEPTIC TANK
AROUND AND BETWEEN CHAMBERSI AS SHOWN INSTALL PIPE ��� (P
H-10 RATED BETWEEN CHAMBERS
TOP CONC. ELEV.= 95.8t
26� ,
BREAKOUT ELEV.= 95.50 O
NOTES: INV. ELEV.= 95.00 aaBa a aaa BOTTOM AREA=428.0 SF
eOEM s 6aaaa BBB
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & ease aaaaa aaa6 PERIMETER=105.6
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.= 93.00 FF 4' ENDS 8.5' 4' SIDEWALL AREA=2x105.6=211.2 SF
2) BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING
ON SEE AREAS UNDER S.A.S. LAYOUT SEPTIC LAYOUT
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL
STONE BASE, AS SPECIFIED 310 CMR 15.221(2). 5' ABOVE GROUNDWATER
3) INSTALL INLET & OUTLET TEES AS REQUIRED. JLEACHING SYSTEM SECTION
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL.=86.0 - 3/4" TO 1-1/2" DOUBLE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE
3" LAYER OF 1/8" TO 1/2"
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE ®®®®®®®®®®® 33"
(OR APPROVED FILTER FABRIC) t > ®
Z ®L3®®®®®®®®®
SOIL LOG 102„
DESIGN CRITERIA DATE: OCTOBER 15, 2019 (REF#TPT-19-167) 4' KNOCKOUT
NUMBER OF BEDROOMS: 4 BEDROOMS SOIL EVALUATOR: PETER McENTEE SE-1542 20" DIA. COVER
WITNESS: DAVID STANTON R.S. HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH 4" KNOCKOUT / 4" KNOCKOUT 58"
DESIGN PERCOLATION RATE: <2 MIN/IN 97.5 A 0" 97.6 A 0"
DAILY FLOW: 440 GPD LOAMY SAND LOAMY SAND
DESIGN FLOW: 440 GPD 10YR 4/1 10YR 4/196 8 8" 96.8 10^ 1 _4" KNOCKOUT
GARBAGE GRINDER: NO-not allowed with design B B
LOAMY SAND LOAMY SAND
LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 95.5 24" 95.4 26"
10YR s/8 10YR 5/8 500 GALLON CAPACITY, H-10 LOADING
.74 GPD/SF Ct C1
PERC CHAMBERS
EXISTING SEPTIC TANK: 1500 GALLON CAPACITY F-M SAND F-M SAND 30"/48"
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 RATED 2.5Y 6/4 2.5Y 6/4
USE 3-500 GALLON LEACHING CHAMBERS IN SERIES WITH 91.5 C2 72" 911.4 C2 74" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
STONE AROUND AND BETWEEN CHAMBERS (10.0' x 29.0' MED. SAND MED. SAND 210 ARROWHEAD DRIVE, HYANNIS, MA
SIDEWALL AREA:..................................................... 428.0 SF 2.5Y 6/6 2.5Y 6/6
Prepared for: TRUE VALUE PROPERTIES, 25 Wareham St., Suite 2-14, Middleboro, MA 02346
BOTTOMAREA:........................................................ 211.2 SF
TOTAL AREA:..............................................................639.2 SF 86.0 t 38" 86.1 t 38" Engineering by: SCALE DRAWN JOB. N0.
Engineering Works, Inc. N.T.S. P.T.M. 256-19
PERC RATE <2 MIN/IN. "C" HORIZON 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(639.2 SF) = 473.0 GPD NO GROUNDWATER ENCOUNTERED11 (508) 477-5313 10/28/19 P.T.M. 2 Of 2
f