HomeMy WebLinkAbout0026 FIDDLERS CIRCLE - Health 26 Fiddlers Circle
Hyannis
A = 288 162
I
i
TOWN OF BARNSTABLE
LG.CATION SEWAGE# 006 I
VILLAGE rtr `S ASSESSOR'S MAP&PARCEL
�S-
INSTALLERS NAME&PHONE NO. tA3tvi f �jfp r,�,✓`
SEPTIC TANK CAPACITY 1 S(TZD
LEACHING FACILITY: (type) CJ ` (Size)
NO.OF BEDROOMS
OWNERl I� jcZ�+,LhCir�
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
1/
O ' _
TOWN OF BARNSTABLE
LOCATION 0-l240, _ SEWAGE #
VILLAGE m,s,4 S ASSESSOR'S MAP & LOT 2
INSTALLER'S NAME & PHONE NO. Sc
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNS$ ('S,i2l�Lf7t-l�+`/L'
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
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57
'No. lJ of U� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L_,
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
applitation for M18posal *pstrm construrtion VErmit
Application for a Permit to Construct( ) Repair( ) Upgrade,C�, Abandon ) El Complete System El Individual Components
Location dJre qt No. Z F I�irS G�G 'li Owner's Name,Address,and Tel.No n�_da kcyS 6 (de-
Assessor's
Map/Parcel'� r�2—
Installer's � �LJ
Name,Address,and el.No. 4W 452 0 SN2 Designer's Name,Address,and Tel.No.
A�FA �"
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 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. t_0A
Description of Soil
Nat o Repairs or A eration (Answer whe applicable) Xt
_Dan
dcm
Date last inspected: n
Agreement: I
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 Healt .
�Signed Date
Application Approved by Date [3
Application Disapproved by Date
for the following reasons
Permit No. C7 I�j /��_ Date Issued ' 112
='No& — ol`.b T i Y e Fee
Entered in computer: L/
THE COMMONWEALTH OF MASSACHUSETTS
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplicatlon for Disposal 6pstem Construction Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade Abandon ) Q Complete System ❑Individual Components
Location Address or Lot No.2`60 ri dId(�✓S ��v!f'.(�� Owner's Name,Address,and Tel.No,,)
-,M
f,?Or.(1✓t c S VJ
Assessor's Map/Parcel 1 6,- �xa
Installer's Name,Address,and i el.No. ��(��2 u�3� Designer's Name,Address,and Tel.No.
_ .V V . 1
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 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. ' /� L►
Description of Soil
L •:lw�
Nature of Repairs or Alterations(Answer when applicable) `VyAt
r 1 A /
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 .�,H. [m, Date W
Application Approved by r rLC Dates [p
Application Disapproved by Date
i
c
for the following reasons 1
Permit No. f�j /, ��. Date Issued
4
-- - - -
---- --------------------7 _ -_ ---- -----------------------------------------------------------------
S, 5 Wtl;y j TH E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
` e ��°���; � . Certificate of Compliance
THIS IS TO CERTIFY,
,that
the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned Vby �(�,i Vc ✓"� �����1 ( Q� .
at r T1 6 f � (G has been constructed in accordance / 1
with the provisions of Title 5-and the for Disposal System Construction Permit No. 4 - t Z dated b
Installer Designer
#bedrooms Approved design floe god
The issuance of this ermit hall not be construed as a guarantee that the system wi� l,17ft7 ction as design d.
Date j �/ Inspector' I a,
No. , /k,2 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction 3permlt
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(�
System located at I 2::�/'S (_ l(���-�=� �y1 P)L
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 in st be completed within three years of the date of this permit. / r�
Date Approved by
I
AsBuilt Page 1 of 1
TOWN OFBARNSTABLE
LOCATION Z(o SEWAGE# co6 (S
VILLAGE 1Z�Gr^c`S ASSESSOR'S MAP&PARCEL (pa
INSTALLERS NAME&PHONE NO. 3W (,Jln Jb r sir
SEPTIC TANK CAPACITY 1 (JZD
LEACHING FACILITY:(type) CJ) 4 _ (size)_3?
NO.OF BEDROOMS t
OWNERLI
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
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L I-
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L T
http://issgl2/intranet/propdata/prebuilt.aspx?mappar=288162&seq=1 6/12/2013
No. . 4577 • 4 Fo$1 O 00
f
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABL 'MASSACHUSETTS Yes
application for �hgp al *r5tem COn.5trUCtton Permit
Application for a Permit to Construct O Repair ) Upgrade O Abandon O Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 7 5—5 7 3 9
2 Fiddlers it Hyannis Vernon & Helen Blanchard
Assessor's) ap/Parcel 288C/M 26 Fiddlers .Cir, HYannis
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No.3 6 4—0 8 9 4
Wm E Robinson Sr Septic Eco-Tech
PO Box 1089 Centerville 43 . TriangleCir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder Po)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 septic
system to plans of Eco-Tech, #ETE-2253 .
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 L
Signed Date
Application Approved by Date U G
Application Disapproved by: Date
for the following reasons
Permit No. 10 b Date Issued Vic e
;�'�.� '�- � �� Fey 10 0.0 0
f. THE CpMM661WEALTM OF MASSACHUSETTS. . Entered in computer: L/�
PUBLIC HEALTH DIVISION -TOWN OF BARNSTAB�L9L MASSACHUSETTS. .
Yes
application for Digbgal 6p5tem ton0ruction Permit
Application for a Permit to Construct( Repair(X) Upgrade( ) Abandon( Complete System ❑Individual Components
r
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 7 5—5 7 3 9
2 T'idldlers GGir Hyannis Vernon & `Helen Blanchard
Assessor's Map arce 288/1 6Z 26 Fiddlers Cix, HYannis
Insialler's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4
Wm E Robinson Sr- Septic Eco—Tech ;a
PO Box 1089 Centerville 1 43 Trim le Cir '. Sandwich
Type of Building: };
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder 00)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design.flow provided gpd
Plan Date Number of sheets ; Revision Date
Title
Size of Septic,Tank Type of S.A.S.
DescriptioWof Soil
Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 septic
system to plans of Eco-Tech, #ETE-2253.
Date last inspected: 'r
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 v Date
Application Approved by LV✓. S. Date
Application Disapproved by: Date -,
for the following reasons
Permit No. �Oo b Date Issued /® o 6
—————————————————————————————'— '—-------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Blanchard Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( X) Upgraded ( )
)4Abandoned( )by Wm E Robinson Sr Septic Service
26 Fiddlers Circle, Hyannis
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. )ooG -I Y-7 dated
Installer_ i r.SL_P��1 Designer n G!1 V�v r O••>�
#bedrooms Approved design flow o gpd
The issuance of this permit shal not be construed as a guarantee that the system will function as designed.
Date Inspector
No. =:noc - IS7 Fee
�100.00
THE COMMONWEALTH OF MASSACHUSETTS
Blanch UBLCC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
Migpo.5at ,pgtPm Con.5truction Permit
Permission is hereby granted to Construct ( ) Repair ( X) Upgrade ( ) Abandon'( )
System located at 26 Fiddlers Circle, Hyannis
6
and as described in the above Application for Disposal System Construction Permit.-"The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of thrs�p'ermrt.
Date t q 11 4 Approved by �N �S
Town ol' Barnstable
Regulmon, Sell N ices
'I'll"Illas F. (;cil(•I-, NI.
cclnr
'111111 DiN.isioll
Public lie,
"00 IN 1,
IIN,11111i's, iNIA 02001
Office: 50-862-4644
Fox: 51)S-7()()-(,3(,4
lnslaller & Desilziler cerfifica(ioll
Date: —0 (0
Designer: Eco-Tech 11ist.11jej-: Wm E Robinson Sr Septic
Address: 43 Triangle Circle Wdi-(..ss: PO Box 1089
SandT;iich.— Centerville
Oil Wm E Robinson Sr Septij�a,
to 111stall it
(date)
Septic System at 2G F,def lek S
I V, lm,�Cd oil it dcstgll d1raxil by
(.all dress)
dated 9circ-li L0
(desigil I- e
Ji ccl-tilN, that the sel)tIc System rel,cl-cliced above \\,it(; acculdim-,
the design, which Illity include 11111wr approved changes such its lateral relocation of the
distribution bux iuidior septic tank.
I certify that the scl)tic I S\,Stclll I-Crucriced ilbo\,.c was installed with major clulligs (I.C.
greater than I(Y kitc"ill '-Jocafloii (if the SAS or any \-crtical relocation of ilm� CmIllwil,:11t
Of the Septic S\S(.CIII) J)tIt III "ICCO[thilce l\\.,ti
I SUltc
CC[-tIlICd iIS-hLIIlt hV to ['(fllmv.
kA OF 4qq.
DAVID oyGN
(Installer's Signature) D.
COUGHANOWIR
Nd. 1093
DSO/STERN
� , -�j
s _ g
(Designer's Swiiaturc) Ix Dolt;
Stamp I lei C)
ITEASF, RETURN TO WARNSTABLY PUBLIC 11111 M-Tll DIVISION.- CFRT1F-IC,:\'1 I,j
OF COMITLANCF, WILL No'r ju," ISSI-111) UNTIL 130'I'll THIS FORM AND AS-
ICI-' CARD Il)* WI.I., IT1,11Y, III,"Al"I'll I)INT1I()'\.
F 11.\N K, YOU.
Q 11C.1ith Scpuc Desipm (cmhLailon 1 ('1111
TOWN OF BARNSTABLE
i LOCATION o(p SEWAGE#O 6 I S
VILLAGE ASSESSOR'S MAP&PARCEL.. Reg (O
- ' INSTALLERS NAME&.PHONE NO. Wpl� helk jlo,r$�✓`
SEPTIC TANK CAPACITY 1 l p
S
LEACHING FACILITY:(type) CJ�+ (size) -Z)ze /Uj Z
NO.OF BEDROOMS
OWNER 'S LZ�MG�1(ir�J
PERMIT DATE: COMPLIANCE DATE:
I
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
i
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
oS5
JU
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iS-220: Ptenaration of Plans.ana Syeciftcanons , le V
The plans and specifications for every on-site system shall be prepared as follows:
(1) Every system shall be designed by a Massachusetts Registered Professional Engineer
or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a
system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203.
Any other agent of the owner,may prepare plans for the repair of a system.designed to
discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided
they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving
authority;
(2) Every plan submitted for approval must be dated and bear the stamp and signature of
the designer,
(3) Every plan for a new system or plan for the upgrade or expansion of an existing system
which requires a variance to a property line setback distance,'must.also reference a plan
✓,N(� which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in
accordance with M.O.L. c. 112, § 811);
(4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot
plans and one inch = 20 feet or fewer for details of system components) and shall include
depiction of:
(a) the legal boundaries of the facility to be served;
(b) the holder and location of any easements appurtenant to or which could impact the
system;
(c) the location of the all dwelling(s)or building(s)existing and proposed on the facility
and identification of those to be served by the system;
i -(d) •-the'location of existing or proposed impervious areas, including driveways and
J parking areas;
(e) location and dimensions of the system (including reserve area);W/4
(f). system design calculations,including design daily sewage flow,septic tank capacity
(required and provided); soil absorption system capacity (required and provided); and
whether system is designed for garbage grinder,
(g) North arrow and existing and proposed contours;
(h) , location and log of deep observation Bole tests including the date of test, existing
grade elevations marked on each test, and the names of the representative of the
approving authority and soil evaluator,
/ (i) location and results of percolation tests including the sate of test and the names of
the representative of the approving authority and soil evaluator,
G) name and certification number of the Soil Evaluator of record;
(k) location of every water supply,public and private,
1. within 400 feet of the proposed system location in the case of surface water
/ supplies and gravel packed public water supply wells,
2. within 250 feet of the proposed system location in the case;of tubular public
water supply wells, and
3. within 150 feet of the.proposed system location in the case of private water
supply wells;
1) location of any surface waters of the Commonwealth, rivers, bordering vegetated
wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone,
/ surface water supplies,tributaries to surface water supplies,certified vernal pools,private
water supplies or suction lines, gravel packed or tubular public water supply wells,
subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen
sensitive area identified in 310 CMR 15.215 within which portions of the proposed
s stem are located.
(m) location of water lines and other subsurface utilities on the facility;
✓ (n) observed and adjusted ground-water elevation in the vicinity of the system;
7-
77 a complete profile of the system;
(p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought
in conjunction with the plan;
(q) . the location and elevation of one benchmark within 50 to 75 feet of the facili
which is not subject to dislocation or loss during construction on the facility; i�.,
(r) when dosing is proposed,'complete design and specification of the dosing system
(/1 proposed including but not limited to dosing chamber capacity (required and provided),
pump curves and specifications,number of dosing cycles and depth per cycle;
(s) when a Recirculating Sand Filter or equivalent alternative technology is required or
roposed,a complete plan and specification for the system,including a hydraulic profile;
(t) a locus plan,to show the location of the facility including the nearest existing street;
(u) the street number and lot number, if any, of the facility; and
(v) the materials of construction.and the specifications of the system.
r
Notice: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM
I pRV COL)& I\)0W
hereby certify that the engineered plan signed by me
dated�I�R ��6,concerning the property located at
-2.6 F, DD LE'IZS C i RC L,G meets all of the
following criteria:,
• Two soil evaluations excavated for detailed examination(no hand augering) and two
percolation tests shall be conducted.
• This failed system is connected to a residential dwelling only. There are no commercial or
business uses associated with the dwelling.
• The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes
per inch.
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• The bottom of the proposed leaching facility will be located no less than five feet above the
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the
Frimptor method when applicable]
Please complete the following:
A) Top of Ground Surface Elevation (using GIS information) �2 0
B) G.W. Elevation I "0 +adjustment for high G.W. I ,I = Z- � /
DIFFERENCE BETWEEN A and B V '
G�� IGS rra�nn Cii^^
SIGNED . DATE. V°l�� "I or
NOTICE
Based upon the above information,'a repair permit will be issued for bedrooms
maximum. No additional bedrooms are authorized in the future without engineered septic system
plans.
gASeptic\percexemp.doc
PLAN REFERENCE CONTOURS > FIDDLER'S
a =g i l� %�7�v ��� PLAN BOOK 96 PAGE 137 EXISTING - - - - - - -
1 � ASSESSOR'S MAP; 288 MINIMAL GRADING PROPOSED
8�a or. LOT: 162 0
o = + ��4 29fLx10FL x2FL � < m
off&
�w OEM t- ��,p, LEACHING GALLERY '
Z c. 100.00 Ft rn POINT LOCUS
N 2 22.5 f"E HYANNIS, MA
�Z I HE I LOCUS MAP
00 T — I
NOT TO SCALE
cn CD � 2 I -P O `(, GREE
a Z 3 ID-� CLEAN '�� HOUSE U1 N
N Q z w w 24 I OUT L EGEND
> -p �, N
.jz U � '' �`' I 1500 GALLON o
Z z� < —1 0Z `� SEPTIC TANK
- w < w B
�w �, U D-BOX 0
3° EXI S '-I NG \ 21 TEST PIT
o o m 3 BEIDROOM
x m DWELkLING I ( 1 EXISTING O
(nZ O �' O TOP OF FNDN v CESSPOOL
XF - m N I EL =� 24.39+- UTILITY POLE $w tL 1 m w p
01
0 LL I DRAIN
UO < Z
c o L J L G�T 30 HYDRANT
(n FIN LD Ln m
O
� -
i AREA ,= ,;9050 s F +- TREE
tz e �P
3 _ I -NUMBER REFERS TO OfAME TER
W -
IN INCHES. LETTER DENOTES TYPE
NOTEO-OAK M-MAPLE P-PINE
1p WATE -75.00• FL _� 22
`° $ 24 . GA TE c3 SEWER LINE A MAY AL TERNA TEL Y
H ® BE DISCONNECTED AND REPL LIMBED
EDGE of PAVEMENT INSIDE BASEMENT TO JOIN SEWER
Z w < OZ z LINE B. FINAL INVERT ELEVATION OF
SEWER LINE B TO BE NO LOWER
O �LL m J BENCH MARK THAN 20.50
Z 3 Q< W FIDDLERS T
O a o mm Z O OF WATER GATE
6 O CD U ELEVATION = 23.38 SEWAGE DISPOSAL SYSTEM PLAN
n < �� m m �- eARn%sTAeLE G[s OnruM -TO SERVE EXISTING DWELLING
LL
Z ` �Ln
_ w ��`t"°F"'Assq VERNON & HELEN BLANCHARD
IL m m (!) FLAN ' I �o� DAVID cy�� 26 FIDDLER'S CIRCLE HYANNIS. MA
N — ;000GHANOwR N ECO-TECH ENVIRONMENTAL
OO tn 4 SCALE. 1 i n — 20 F L No. 1093
a w <w m k N G/STE 43 TRIANGLE CIRCLE SANDWICH MA 02563
F- w TA 506 364-0894
ETE-2253 MARCH 3. 2006 112
THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS
INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED
SEPTIC SYSTEM, FOR ANY OTHER CHANGES TO PROPERTY
OWNER SHOULD CONSULT WITH:A REGISTERED LAND SURVEYOR.
DATE OF TEST: FEBRUARY 24. 2006
SOIL TEST LOG SOIL EVALUATOR: DAVID D. COUGHANOWR. RS DESIGN CALCU, 4__ ATl0NS ._.._,,.
WITNESS RE001REMENT WAIVED - NO VARIANCES SOUGHTNNCOUNTERED
TEST PIT 1 POA ENOTUNDWATER MATERIAL:E PROGLAC AL OUTWASH
ELEVATION = 21.55 +_ PERC AT 78 to : 2 MIN/INCH IN C SOILS DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
(INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING 21.55 DISTRIBUTION BOX: USE 3 OUTLET. D-BOX.
0-14 FILL
14-15 0 LOAMY SAND 10 YR 2/1 NONE FRIABLE SOIL ABSORBTION SYSTEM; A 32 ft x 10 ft x 2 ft LEACHING GALLERY CAN LEACH
15-18 E LOAMY SAND 10 YR 5/1 NONE FRIABLE A 6 o t = ( 32 x 10 ) = 320 o f
18-24 A LOAMY SAND 75 YR 4/6 NONE FRIABLE A s d w = ( 32 + 32 + 10 + 10 1 x 2 = 168 s f
24-36 8 LOAMY SAND 10 YR 3/6 NONE LOOSE A t o t = 488 s f
15.55 36-56 Cl 10 YR 5/6 LOAMY NONE LOOSE Vt 0.74 x 448 = 361.12 GPD
MEDIUM SAND USE A .32 ft x 10 ft x 2 ft GALLERY. Vt = 361.12 GPD > 330 GPD REOUIRED
56-140 C2 MEDIUM SAND 10 YR 6/3 NONE LOOSE
9.89
NCOUNTERE
TEST PIT 2 POA ENOTUNDWATER MATERIAL:E PROGLAC ALD OUTWASH
+_
PERC AT 78 to ; 2 MIN/INCH IN C SOILS
=
ELEVATION 21.40
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER LEACHING GALLERY
(INCHESI HORIZON TEXTURE (MUNSELLI MOTTLING r
21.40
0-e FILL CONSTRUCTION DETAIL
6-10 O LOAMY SANG 10 YR 2/1 NONE FRIABLE CULTEC RECHARGER 330 UNIT
10-14 E LOAMY SAND 10 YR 4/1 NONE FRIABLE STONE
14-20 A LOAMY SAND 75 YR 4/6 NONE FRIABLE z ft Er-F. DEPTH �
18.57 20-34 8 LOAMY SAND 10 YR 4/6 NONE LOOSE 32.0 ft
34-66 Cl LOAMY 10 YR 5/6 NONE LOOSE -
MEDIUM SAND v
65-132 C2 MEDIUM SAND 10 YR 6/3 NONE LOOSE .� c
10.40 w O
O O
v
NOTES 1.0fi inn
it GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN 32.0 ft NOT To
SCALE
21 ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM.
31 ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 151
41 INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE EXCAVATING FOR SYSTEM.
51 EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND REMOVED GROUNDWATER ADJUSTMENT
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND OUST IN PLACE
7) LINES EXITING O-BOX TO RUN LEVEL FOR 2•-0" -BEFORE PITCHING DOWN EXISTING GROUNDWATER LEVEL SEWAGE DISPOSAL SYSTEM PLAN
BASED ON TOWN OF BARNSTABLE
8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES GIS DEPARTMENT RECORDS. -TO SERVE EXISTING DWELLING
AND APPLIANCES. AND BIANNUAL PUMPING, OF ,THE .SEPTIC TANK
INDICATED GW 1.00
91 SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR .LOADING. DO NOT INDEX WELL MIW-29 VERNON & HELEN' BLANCHARD
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. ZONE B
101 INSTALLER TO OBTAIN DISPOSAL WORKS PERM ITBEFORE' STARTING WORK. READING DATE JAN 2006 26 FIDDLER'S CIRCLE HYANNIS. MA
READING 7.6
111 SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL ADJUSTMENT 1.9 ECO-TECH ENVIRONMENTAL
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ADJUSTED GW 2.9
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED-TO MINIMIZE UNEVEN SETTLING 43 TRIANGLE CIRCLE SANDWICH MA 02563
ETE-22531 MARCH 3, 2006 12121