HomeMy WebLinkAbout0449 STRAWBERRY HILL ROAD - Health 449 Strawberry Hill Ave
Centerville
A = 248 16710
_ t°
0mr,foi od, NO. 1521/3 ORA
;:.. 10%
TOWN OF BARNSTABLE
LOCATION 411/ 5'!�� �� h e 'n °Zy 'ems SEWAGE# 0
VILLAGE Gi ASSESSOR'S MAP&PARCEL f
INSTALLERS NAME&PHONE NO. 7 S e17 74
SEPTIC TANK CAPACITY /OO 0 -01j
LEACHING FACILITY:(type) —�`�7 oZ�o — L Z (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: ,Z L/5"' G COMPLIANCE DATE: dt�
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
L
..
07 �6
CIL-)
I
���No. ' � Fee loo.s
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Yication for ig o�aY�� � � *potent Cottgtructton Permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Loi�tio ddress or tCNo.r , �1 I W,, � J i 11� Owner's Name Address �Tsel.No. �7 1—o�
4 y N16 ^�
Assessor's Map/Parcel i a Owl 'StfDJ Lr e-A, Ce 1�e�v �v_
Installer's N e,Address,and Te No. 7`7S \g?_7(o' Designer's Name,Address and Tel.No. 3�1-06�4
PO SN f 039 v Z U_L a
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.
Description of Soil
Nature of epaa s or Alterations(Answer when applicable) :17y) _T�'r�Q_
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 oVieap.
Signed 1114 d n ate
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. '�
Date Issued
11 No. . �`' Fee
computer:
+
THE COMMONWEALTH OF MASSACHUSETTS Entered in com p
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
D �O ��rication for 30igp
ooal 6pgtent Construction 3pernYtt
Application for a Permit to Construct O Repair Upgrade O Abandon O ❑Complete System 0 Individual Components
Location Address or Lot No. , Owner's Name,Addresse.,t�,and Tel.No.
Assessor's Map/Parcel �"' ('y� SL �u� N� )` � Cery�e \) e-
-Installer's Ne,Address,;e N 0 _) 7 , Designer's Name,Address and Tel.No.
Installe
ECO- TLt
Type of Building: J
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder W)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
2
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.
"..f Description of Soil
Nature of�Repai s or Alterations(Answer when applicable) �y)�iV ti
Date last inspected:
L
Agreement: 1
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 o 'ea th.
Signed, l /lL�ill `� 4 n ate
Application Appro e 1'by ��/�.,�� �, � 1 /�� : Q _:__, Date �
Application Disapproved by: V l ! Date
for the following reasons
p� >
Permit No. Date Issued 116/1,/ `
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
fnetn's Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( )
Abandonedc(� ,),r/'Iby mr-\ 1�l()}3�('k`�C �j(' S�C,
atH9q J I bee _V t1 CAt:��!r C� �Y V� ��( has been constructed in accordance
J
with the provisions of Title 5 and the for Disposal System Construction Permit No. , -' dated
Installer Designer
#bedrooms \ Approved design flow / o gpd
The issuance of this permit shall not be cotnstrued ass a guarantee that the system wrGunncti,n as designed.
Date Inspector /�(� lYh �1� �Jt✓ ��
� v
----- ��—�j— ----------- - ------
----=--- --=
471
No. r (/ �/V Fee
THE COMMONWEALTH OF MASSACHUSETTS
g PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS r
Mons. Xi,5po.5al 6p5tem Construction Permit
Permission is hereby granted to Construct ( ) Repair (X) Upgrade ( ) Abandon ( )
System located at Ll q ���c t-1 �`i t Ck_,L4, r_P.)-\A�V'
j -
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 st be mpleted within three years of the date of this pe i
i
Date Approved by Al
own:of BaxdhAible
Se .ces
�'Y.
Thomas:R.Geiler,Director-:
:
NAM�an�scast£:
Public_Health Division.
'Thomas McKean,Director
20o Main Str�t,.Hg
-.Office:*-508462=4644 - .
fax: 508=
Installer&Designer Cerfification-Farm. .
Date: Se�vage.Permit . 0 �(�CJ Ass essor's_lY1ap\'aErcel
Designer:. GCQ Ia€s-#aiier
Address. ::'. L-AS-Y C � . c.C-� Z�. Address.
6 .
On D l`� 1 c1`�llr was issued a permit-td install.a
(date). (installer) -
septic system at --based on.a design drawn by.
(
: dated
(designer)
�I certify that:the septic system referenced.above was installed substantially:according to .:
the:design;:which may:include rr1inor:approved=cl�aubes.such:as.lateral_relocation of the
distribution-boxand/or., c tame _
.I certify that-.the septic-:system-referenced.above:was installed with nlajor_6ha6ges (i.e.'.
greater than.lfl' lateral relocation-of the.SAS or any.vertical relocation-of any;component
of the septic sygea i)bat in acxtt7rclauce nth State`B -Local-R ti� Plan ieviston:or--
certified as built by designer to follow=
NGF�NCA$�4®®,
10
logs
(installer'.&Signature) 00
- 43
s l
ses r' i Affix:Desi
e er's_Stamp,Here
_
PLEASE.:RE�€Ttti�i TO. BAL2IYST BI; PUBLIC DIVIRON. .. . CF—RTMCATE OF'.:
COMPLIANCE .VVILL_NOT>BE-.ISSUED-UNTIL BOTH-.TIDS-:FORM.AND-AS-BUILT CARD
RECEIVED:BY THE B4RNSTABLF PU-BLIC.HEALTH-BIVISION:_-THANX-YOU:
3 26- dik Q::Heatth/SepticlD igner Ce�tifcation Fo
Town of Barnstable P o0
oaTME #
Department of Regulatory Services
s S►MFEA" t Public Health Division KA Date
s63y 200 Main Street,Hyannis MA 02601
f Date Scheduled Time Fee Pd.
---Soil Suitability Assessment for_Sewage Disposal
Performed By: - Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address V Owner's Name `
� Hl�� ���
Address 44:q ((��G-Rq W�
Assessor's Map/Parcel: /7js,� / 7• Engineer's Name N14 d Cd U�l?cr(,l®wr
NEW CONSTRUCTION (REPAIR t/ Telephone# 901& �14 0157� .
Land Use Pze(a 2 h+'I et Slopes(%) Surface Stones V0 K e—
Distance§from: Open Water Body (7 t ft Possible Wet Area Dd t ft Drinking Water Well 1DD�_ft
Drainage Way t _ft Property Lane �ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
1
I M I GROUNDWATER ADJUSTMENT
1 �
�I EXISTING GROUNDWATER LEVEL
BASED ON TOWN OF BARNSTABLE
RI Im GIS DEPARTMENT RECORDS.
1 I� INDICATED GW 21.00
INDEX WELL M1W-29
I TP-t 1 �— ZONE D
® 1 READING DATE DEC. 2007
1 READING 9.5
ADJUSTMENT 6.3
T® 0 ADJUSTED GW 27.3
12,,.59 Ft-- - - -
Parent material(geologic) T 0 qG►u l 00 t w"i s; Depth to Bedrock h d h l!-
Depth to Groundwater. Standing Water in Hole: HCo Weeping from Pit Race 0
Estimated Seasonal High Groundwater See GI b0V e
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: -Se P 1110 O V
IZ-
Depth Observed standing in obs.hole: in. Depth to soil mottles: (n,
Depth to weeping from side of obs.hole. In. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level• Adj.factor, !- Adj.Clroundwater Level,,m
PERCOLATION TEST Date IL,L$ Thn 11 am
Observation
Hole# Time at 9"
Depth of Perc �'h Time at 6"
Start Pre-soak Time® `U• Time(9"-6")
End Pre-soak • 00
Rate Min✓Inch �m P
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N —
Original: Public Health Division Observation Hole Data To Be Completed on Back---------- n
***If percolation test is to be conducted within 100'of wetland,you must first notify the.
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:\SEPTlCWERCFORM.DOC
rt
SOIL TEST L O G DATE OF TEST: DAVID D. 16. 2008
GHA
APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461
WITNESSED BY: DONNA MIORANDI. HEALTH DE
PERC NUMBER: 12060
NO TEST PIT 1 PAARENTUNDWATE MAATERIA ENCOUNTE
PROGLACA LED
OUTWASH
PERC AT 80 to - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
F (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
I 55.70
0-12 Ap LOAMY SAND 10 YR 2/2 NONE FRIABLE i
12-46 B LOAMY SAND 10 YR 5/6 NONE 'FRIABLE
51.67
9� 46-144 C MEDUIM SAND 10 YR 6/4 NONE LOOSE
{ 43.70
a
NO GROUNDWATER ENCOUNTERED
TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH t
2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING '
55.50
0-10 Ap LOAMY SAND 10 YR 2/1 NONE FRIABLE
10-44 B LOAMY SAND 10 YR 5/6 NONE FRIABLE
51.83 44-132 C MEDUIM SAND 10 YR 6/4 NONE LOOSE f
44.50
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencz%aravell
DEEP OBSERVATION HOLE LOG -Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,
s
Flood Insurance Rate Mau: `
Above,500 year flood boundary No— Yes .
Within 500 year boundary- No Yes -
Within 100 year flood boundary No— Yes
Denth of Naturally Occurrine Pervious Material r
Does at least four feet of naturally occurring per�vi�o,uus 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 UN j q l S (date)I have passed the soil evaluator examination approved by the
DepaAment of Environmental Protection and that the above analysis was performed by me consistent wi
the required training,ex. ertise and experience described in 310 CMR 15.017. �tN of Mgss9
a h «. DAVID ��,
Signature Date o D.
" COUGHANOWR
'CE N SE0
QASEPTIC\PBRCFORM.DOC FVALU P
►• TOWN OF BARNS1°RF4t
I:OCAT'ION LvT Si/lAwr�E.�.QyI/fi�SEWAGE
VILLAGE ASS►s'SSOR'S MAP LOT
INSTALLER'S NAME Sx PHONE NO,ADZGi+Cowsi_ 77
SEPTIC TANK CAPACITY /0 0 0
LEACHING FACILITY:(type)/�,x 49S i��i % (size) f 4 3�F7 otiG
NO. OF BEDROOMS 02-_PRIVATE WELL OR PUBLIC WATER/aZ lc
BUILDER OF004ft"R �9A1 _—
DATE PERMIT ISSUED: / p
•o
DATE COMPLIANCE ISSUED_ _
VARIANCE GRANTED: Yes_- No _
s n
Id, 7
=l ..3 2,
No.. - F�$. ._......
THE COMMONWEALTH OF MASSACHUSETTS
a�. 60A R® OF HEALTH
/. :.i i✓ L...................oF..... ' :.-. ... .. ._ .................................
Appliratiou for �i n l �x� Towitrurtion ramit
Application is hereby made for a Permit to Construct (XX) or Repair ( ) an Individual Sewage Disposal
System at:
....5 aWheicrX...Hill..RQad.............................................. .........MaD..2.4_8... Q�--1.0-----UQJ;..3)........
Location-Address or Lot No.
....Edits;--. c a o-....... ............................................... .....78_. oar __AYa.......�1ize�rs_bux.Y,..11�........Q1.5.4.5.......
Owner Address
W
Installer Address
Type of Building Size Lot---I.Q.,.OGO-----------Sq. feet
U Dwelling—No. of Bedrooms...........a..............................Expansion Attic ( ) Garbage Grinder ( )
pa., Other—Type of Building .......Ranck>.--------- No. of persons............................ Showers (I ) — Cafeteria ( )
Q, Other fixtures .-------•--•--•--------•-------. -
*Design Flow...9r......................................gallons per person per day. Total daily flow............................................gallons.
04 *Septic Tank—Liquid capacity.l.,.0p()gallons Length................ Width................ Diameter._.______._.__._ Depth................
*Disposal Trench—No. _._�.:............... Width-------------------- Total Length..................... Total leaching area....................sq. ft.
Seepage Pit No.......ys----------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z *Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................
Gi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---_-_-__-_-___---_____-
P1 -...
---------------------------------------------------------
--------------------
••-------------
---•....
*-----------------------------------------------------
0 *Description of Soil........................................................................................................................................................................
x
U --------------------------------------------------------------.-_----------------------.........------.....---------------------------------------------------------------------------------------••-•--
11*tl ---See--P_1ans_.At�c1ted....................................................................................................................................
-----------------------
U Nature of Repairs or Alterations—Answer when applicable-----------none------------------•_____-_--__------•-..._.--___--____:._._.______._______.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of i i 11-E 5 of the State Sa ry Code— The undersigned further agrees not to place the system in
operation u erti I- to o Com as been issued and of heal
Signed-- •... . . ..................... .......9.11Q1a7.........
artin J. O'Maley, J or Orman no Date
Application Approved By.. . .Z ..... .�..��-
Date
Application Disapproved for the following reasons--------------------------------•--------------------------.....................................................
.............•...•••..........••••-•--••-•-•-•••....•-•-••--••.............---•-•--•-•----•----•-•-..........---•-•--•••--•-•-•-••-•••-•••-•-•••••••....................................................
Date
PermitNo........ ---------------- Issued.......................................................
Date
' -A
No.... :. FEB....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
[-[s-'t ................OF.....:........ !'.'' F --•-------•------.-----------..•-
ApplirFation for UWVoii al Works Tonotru rtion ramit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
s �w��.2..y_.-_(/,.t..___ ....................................................rA aye ,Cam iG 7
................_ 1d
Locat:on-Address or Lot No.
.....F i v x�4,e/U 7�' .9YE ss�� asugy............................
owner Address
W
Installer Address
d Type of Building Size ...S feet
Dwelling—No. of Bedrooms__ ..___�3______________________________Expansion Attic ( ) Garbage Grinder ( )
a Other—Type of Building - _�.................. No. of persons............................ Showers (/ ) — Cafeteria ( )
Other fixtures
W Design Flow.--.-........................................gallons per person per day. Total daily flow............................................gallons.
W '-Septic Tank—Liquid capacity.a_ .gallons Length................ Width................ Diameter................ Depth................
x 4-Disposal Trench—Nlo. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
*Seepage Pit No-------*.......... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
a -*Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water-._.__.-____-___--___---
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....._..................
P4 -•-•-----••------------------------•-•----................................--•----•-----...----------.........................................................
D -*Description of Soil----------------------------••----...---••----------••-•----•----...--•--•-•------------------------•---------------•-------...........................................
V •-•--•---•••- -•-•-•.
UW •----------- -----------
Nature of Repairs or Alterations—Answer when applicable_---.a
--------------•-----------••---------------------------------------•-------------------------------...._._..--•-
Agreement:
The undersigned agrees. to install the aforedescribed Individual Sewage Disposal System in accordance with
the.provisions of'Tm :p $of the State Sa.Kary Code— The undersigned further agrees not to place the system in
operation untxI~ Certte i Com las been issued by the board of health.
� 9�0%7
Signed__ , !(%& �� 611wX14� ! <7W ro/ lJe4,09 hc)
_...
Date
Application Approved By........................ ..................... ............
0�/ �d Date
Application Disapproved for the following reasons---------------••-•--------------------------------------------•-----------------------------------•--------•-_..
...........................................................-=............................................................................................................................................
Date
PermitNo........ . ................ Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
(��
..........., !.pr.�.-�.....OF.........� ,:-,rr_:+ 51@...
...................................
Trrtif irFab of TompliFanrr
THIS IS TO CERTIFY, That the Individual-Sewage Disposal System constructed N.--) or Repaired ( }
by----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Installer
'2
at L___ 7_..yJa ��czs---- -------•-- i/_� Q
has been installed in accordance with the provisions o i T i ice. j of The to Sanitary rCode as described in the
application for Disposal Works Construction Permit No.__....8._ ...._- ..... dated________________________________________________
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT YH E
SYSTEM WILL .UNC LION SATISFACTORY. �,
DATE..... `9... � =------------•---...---•----•----------- Inspects = ----''
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
"cr- :?...........OF.... .....e 1�'f'
1\lo... / FEE---....._
RopooFal Works Tono#rur#ion trout
Permission is hereby granted............................................................................................................................................
to Construct �� or RepairRepair ( ) an Individual Sewage Disposal System
at No.............6_.�_T......�.-----= "r✓- L� S• 1:r ...j Street
./e t.. .........................................................
shown on the application for Disposal Works Construction Permit No Dated Dated..........................................
-- -- S:------------------------------------------------------
DATE...................... --_------_-_---------
Board of Health
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
LEVY, ELDREDGE & WAGNER ASSOCIATES, INC.
ENGINEERS-LANDSCAPE ARCHITECTS-PLANNERS
LAND SURVEYORS
889 WEST MAIN STREET
CENTERVILLE,MASSACHUSETTS 02632
(508)775-2244
January 30, 1990
Board of Health
P. O. Box 534
Hyannis, MA 02601
Re: Lot 3 Strawberry Hill Rd.
Centerville
Members of the Board:
This letter is to inform you that the septic system on the above
referenced lot has been installed in substantial compliance with the
approved plan.
If you have any question or comments please do not hesitate to
contact this office.
Very truly yours,
LEVY, ELDREDGE & WAGNER ASSOCIATES, INC.
St4hen A. Wilson, P. E.
cc: Arch Const.
D. Crowder
SAW/mlw
1464cn
88 WAVERLY STREET FRAMINGHAM,MASSACHUSETTS 01701
ALL PIPE SPECIFIED ARE INVERT
ATIONS
E L_O W P R O F I L E EXPRESSEDLINV DECIMAL FEET NOT FEET AND INCHES.TIONS
TOP OF FOUNDATION RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE
EL = 5�.95+- INSTALL ONE INSPECTION PORT TO WITHIN 3 INCHES
OF FINAL GRADE AND INDICATE LOCATION ON AS BUILT.
55.39
p ALL PIPE TO BE
�3" DROP o
D-BOX M XE ANDETDO PITCH ATC
FLOW LINE II II 52.39 1/8 in/Ft MIN.
10" = II
14'
p
46" GASH®
BAFFLE
53.61+- 6 in
EXISTING STON BOTT51.90 LEACHING
OF
EXISTING BASE LEACHING GALLERY
EXISTING 52.07 GALLERY
EXISTING 1000 GALLON 51.85 (END VIEW) 49.65
5.00 Ft
SEPTIC TANK SEE DETAIL ON REVERSE
EXISTING 70.7 Ft o) 5 Ft 12 Ft
ADJUSTED SEASONAL P 27.3
HIGH GROUNDWATER
CD m -0 CD
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DATE OF TEST: ' JANUARY 16. 2006
SOIL TEST LOG APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 DESIGN CALCULATIONS
WITNESSED BY: DONNA MIORANDI. HEALTH DEPT.
PERC NUMBER: 12080 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
TEST PIT 1 NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS
PARENT MATERIAL: PROGLACIAL OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL
PERC AT 60 1n - 2 MIN/INCH IN C SOILS CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
55.70 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 25 Ft x 12 FL x 2 Ft LEACHING GALLERY CAN LEACH
0-12 Ap LOAMY SAND 10 YR 2/2 NONE FRIABLE Abot = ( 25 x 12 ) = 300 sf
12-46 B LOAMY SAND 10 YR 5/6 NONE FRIABLE A = ( 25 + 25 12 + 12 ) x 2 = 148 sf
Atot = 448 sf
51.87 46-144 C MEDUIM SAND 10 YR 6/4 NONE LOOSE V t 0.74 x 446 = 3 31.5 G P D
43.70 USE A 26 f t x 12 Ft x 2 ft GALLERY. Vt = 331.5 GPD > 330 GPD REQUIRED
NO ED
TEST PIT 2 PAARENOTUNDWATER MATERIAL: PROGLACA L OUTWASH
2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER LEA CHI NG GA L L ER Y NOT
T 1000 GALLON SEPTIC TAW
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING DIMENSIONS AND DETAIL NOT TO
55.50 0-10 Ap LOAMY SAND 10 YR 2/1 NONE FRIABLE CONSTRUCTION DETAIL USE EXISTING H-10 UMT SCALE
10-44 B LOAMY SAND 10 YR 5/6 NONE FRIABLE USE CULTEC RECHARGER 330 CHAMBERS (H-10 LOADING)
51.83 _ SEPTIC TANK IS TO BE PUMPED DRY
44-132 C MEDUIM SAND 10 YR 6/4 NONE LOOSE AT TIME OF INSTALLATION AND IS TO
BE EXAMINED FOR STRUCTURAL
44.50 INTEGRITY. INSTALL NEW PVC OUTLET
41 TEE EQUIPPED WITH A GAS BAFFLE.
c 4
END CENTER END
GROUNDWATER ADJUSTMENT uNlr uN1r uNrr L N TAPER
EXISTING GROUNDWATER LEVEL
BASED ON TOWN OF BARNSTABLE
GIS DEPARTMENT RECORDS.
2 o �
INDICATED GW 21.00 .5 Ft 20 Ft 2.5 f't o
INDEX WELL M1W-29 Lo
ZONE D 25.0 Ft. �
READING DATE-DEC. 2007
READING 9:5
�1
ADJUSTMENT 6.3`. '
ADJUSTED GW 27.3 CROSS SECTION VIEW 6 �t-s ,,, a
INLET OUTLET
t in 4 !n 2 in PEASTONE COVER COVER
`Y 24 in 314 In TO
26 In EFFECTIVE —� 3 IN LOW LINE
"- DEPTH 1-1/2 in GRAVEL _ —�
FROM
10 in 14 TO
BUILDING inD-BOX
N 0 T E S 46 In 52 in 46 in L48 IQUID GAS
LEVEL BAFFLE
1) INSTALLER TO OBTAIN DISPOSAL .WORKS PERMIT BEFORE STARTING WORK. 144 in
2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE
FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. FABRIC IN PLACE OF THE PEASTONE LAYER SPECIFIED CROSS SECTION VIEW
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15).
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE EXCAVATING FOR SYSTEM. SEWAGE DISPOSAL SYSTEM PLAN
5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED.
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. -TO SERVE EXISTING DWELLING
i Zl ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES STEWART & BONNIE MEINS
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK.
B) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 449 STRAWBERRY HILL ROAD CENTERVILLE, MA
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. . EEO-TECH ENVIRONMENTAL
9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH 43 TRIANGLE CIRCLE SANDWICH MA 02563
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING.
ETE-28491 JANUARY 21. 2006 1212
20 FT. MIN.
TOP Q'F� FOND. SOIL TEST
EL. _ '� 10 FT MIN.
DATE OF SOIL TEST `i -
CONCRETE WITNESSED BY 1�
COVERS 4 SCH. 40 PYC PIPE CLEAN SAND PERCOLATION RATE FAIN,/ INCH
MIN. PITCH 1/8� PER FT. OBSERVATION HOLE I OBSERVATION HOLE 2
CONCRETE " LAYER OF ELEV. ELEV.
4" CAST IR N PIPE 12 COVERS 2
FOR EQUAL, MIN. 1/8"- 1/2" WASHED
PITCH 1/4 PER FT. wi STONE
FLOW LINE ;`
= 10'
EL
MIN. �., —
0 1'�F•%rE A4-2
I EL.=
EL = ! LEVEL =
E L= ►-
DiST EL = � _ EL. _ ,. o
BOX oo v o z WATER AT 44 El•s _ WATER AT EL.=
3/4"- 1 1/2' o *v t3
c o
GALLON WASHED STONE 0000 W 000 •
SEPTIC TANK ° W a EL = DESIGN CALCULATIONS
PRECAST LEACHING NUMBER OF BEDROOMS "
BASIN OR EQUIV. GARBAGE DISPOSAL UNIT
6 DIAM. TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM PROFILE I, , GAL./BR /DAY x BR.) 330 GAL./DAY
NOT TO SCALE REQUIRED SEPTIC TANK CAPACITY 1 H 5 GAL,
ACTUAL SIZE OF SEPTIC TANK I 000 GAL.
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL = LEACHING AREA REQUIREMENTS
a OBSERVED WATER TABLE / / ) EL = SIDEWALL AREA 1 lAL./S.F
BOTTOM AREA 1, U GAL./SF
f LEACHING CAPACITY BOTTOMt SIDEWALL) ` GAL.
LEGEND lei � �. bK4xZ + C3 gx6 * 64t
RESERVE LEACHING CAPACITY
EXISTING SPOT ELEVATION GOXO '
EXISTING CONTOUR — -- - 00- ---
'�� FINAL SPOT ELEVATION ® NOTES:
1 FINAL CONTOUR 00
I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E.
SOIL TEST LOCATION TITLE 5 AND THE TOWN OF RULES AND
t]� UTILITY POLE
TOWN WATER W =W
_o- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
� TO ��
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
I CATCH BASIN ® ) WITHIN 12" OF FINISHED GRADE ,Nj 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME
4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPAB,, E
OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING
V MIN. FRONT SETBACK 20f SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING
/i3•i Z
MIN. REAR SETBACK `=� 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN SIDE SETBACK SHALL BE MORTARED IN PLACE.
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
I�At � �-�� tit � _ �.�r,�. r DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
\?► jl +-� - '- Y*��- �r"�` OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY
-
�, _.gat•'"�►-=r- �(, �' � ��^�'I'7✓� '' {i E� M_•Y;. %'A. 0tat
:. S�•
; Q APPROVED : BOARD OF HEALTH
J.
50
>opo ti�L O J uns.IT ,w►. `'`M .;t DATE AGENT
p,, � ri� ------ p • ��1�`f l/rr�'3 Icy 1A,( A041
�Q� P I� TZ7 �r'.2� .3�3c� �.c-=G PROJECT LOCATION:
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vv
3 T- -� �JI c.�t'� I M n�rGi
ZD /�•-------_.____ __ t- I � �t�' G�8•� C�.a7(S �C_,� �� '' -r '�I� ',�
.J I \ ..•- S�, APPLICANT:
/ I .. - �
,_ � o �O ► ��� p kfo�" c.� .�d"G1 c.�i.c.'r' �_/ C/,�.��'j,�� •'c� � -�,�C.'- �.�'� �. >t°_..( ��C�t-� Q•� .....
+vt
tic
II-7�y� 2441 • 4 AV ► .gyp• _
\ ! E V Y, EL DREDGL, 8 uAGl iL R Assoc /ll C
ENGINEERS - LANDSCAPE ARCHITECTS
PLANNERS - LAND SURVEYORS
889 WEST MAIN STREET
CENTERVILLE, MA 02662
-
o
If " f:.._ v`✓'+'' .'�'�.'+�G� '-,�C.��..J�� - 4..L/ 1 . .: ��. i !1 r �lJ r N-4 C- p--7
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LOCATION MAP 0 ► 2G1 Z SHEET I OF I