HomeMy WebLinkAbout0297 ARROWHEAD DRIVE - Health 297. Arrowhead Drive
... �.�.e .� _ Hyannis +
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Town of Barnstable P#
Department of Regulatory Services_-
? r Public Health Division Date
200 Main Street,Hyannis MA 02601
Date Scheduled Time Fee Pd.
Soil Suitability Assessment for age Disp t
Performed By: 'J�U�D �3 UG f jPr�t/I-J fZ Witnessed By:
LOCATION& GENERAL INFORMATION / J
Location Address 2-q 7 A-P�wke4d I�(. Owner's Name WaTI ce �606e T 1C11Pf
��vITC/. .� Address Z A 7/7t f 8 c Jh j^
Assessor's Map/Parce1: 2�Vs�G �( Engineer's Name bprVlp D Cd vG HAWw
NEW CONSTRUCTION REPAIR V Telephone# 0544-
Land Use e54( �t t a� Slopes(%) Surface Stones
Distances from: Open Water Body 1,0+ ft Possible Wet Area ff���O ft Drinking Water Well CUd t ft
Drainage Way l�_ft Property Line eft Other ft
jj
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands to proximity to holes)
i GROUNDWATER ADJUSTMENT;
EXISTING GROUNDWATER LEVEL
' ® !BASED ON TOWN OF BARNSTABLE
® T" I O GIS DEPARTMENT RECORDS.
TP-2 ��
W INDICATED GW 25.00
INDEX WELL M1W-29
ZONE D
READING DATE MAY. 2006
READING 7.5
_ 1 ADJUSTMENT 3.0
ADJUSTED GW 28.0
Parent material(geologic) t/ofwo f Depth to Bedrock e-
Depth to Groundwater. Standing Water in Hole: h A e, tt Weeping from Pit Fee
Estimated
Estimated Seasonal High Groundwater e a 6 o U e
DETERMINATION FOR SEASONAL HIGH WATER TABLE '-S ee BZe
Method Used:
Depth Observed standing in obs.hole: YN _— —in.`,,Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment
Index Well# Reading Date: Index Well level .a Adj.f'aetor Adj.Groundwater Level
04 �fM
PERCOLATION TEST' Date Z TIMVIAb ��_✓
Observation
Hole# I Time at 9" �dG
Depth of Pere t t'1 Time at 6"
Start Pre-soak Time @ Time(9"-67)
End Pre-soak
Rate MinAnch IMP i
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-----------
***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.
QISEPTICVERCFORM.DOC
NO GROUNDWATER ENCOUNTERED
TEST PIT 1 -PARENT MATERIAL: PROGLACIAL OUTWASH
PERC AT` 76- In 2 MIN/INCH IN C SOILS
ELEVATION = 50.30
DEPTH SOIL-- USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
50.30 - "
0-5-- -- -FILL--
5-8 -• -O - LOAMY SAND 10 YR 2/3 NONE__ _ FRIABLE..
I 8-14 A LOAMY SAND 10 YR 4/3 _.NONE.__ _ FRIABLE-
47.05 14-39 B _LOAMY SAND _10._YR_4/6 NONE LOOSE
40.30 39-120 C MEDIUM SAND 10 YR 5/4 NONE LOOSE `
NOGROUNDWATER ENCOUNTERED r
TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH
ELEVATION = 50-25 +- 2 MIN/INCH IN C__SOILS :.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
j (INCHES) HORIZON TEXTURE (MUNSELL)- MOTTLING _ C
50.25 _ --
1 I
0-8 O SANDY LOAM -10 YR 3/2 NONE FRIABLE -
8-14 'A - LOAMY SAND 10 YR 4/2- NONE FRIABLE
14-40 B LOAMY SAND 10 YR 4/4 NONE- LOOSE- -
46.92
39.75 40-126 C - - - - MEDIUM SAND 10-YR 5/4- NONE LOOSE
- _ ....__.._ ��-- - 1/L'-.er VD�JL7LCyti11V1�tiVLL�•'LVh�"`"�"`t101C iF --�' _ ' —I
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Foni p
lxJ t..n I
raven
1 C'7
Lo
ZD
DEEP OBSERVATION HOLE LOG Hole#
[D:epth from Soil Horizon Soil Texture Soil Color Soil Other
face(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.
_consistency,
s
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes .
Within 500 year boundary No V' Yes
Within 100 year flood boundary No Yes -- -'
Death 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? ((o S I
If not,what is the depth of naturally occurring pervious material? -
Certification +
I certify that on 4�bv �qt (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performid by me consistent with .
the required training,expertise a d xperience described in 310 CMR 15.017:
Signature Date �� e 2.7. Ili
Q WEPTICNPERCFORM.DOC
n j TOWN OF BARNSTABLE
d LOCATION z�'� 1'f/Ye7�hr ft SEWAGE#
VILLAGE Rf&4*6 ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. i-/r,AAcnso�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) L°;Dffo ,Ny"A6lu (size)Lef X 14,
NO. OF BEDROOMS
OWNER
PERMIT DATE: 1 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 Y ' . ..'> 4
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0
oz)
"C) °fie
�_s_ «)
No. .- 206 - li 3 ee00.00
�
THE COO.MONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARI(STABLE, MASSACHUSETTS Yes
ZIpphratiou for Migoar *pgtem Conztructtott Vermtt
Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. Owner's Name;Address,and Tel.No. 7 9 0—0 9 2 4
297 Arrowhead Dr HYannis Mary Allsopp
Assessor'sMap/parcel 270— 297 Arrowhead Dr, 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 Eco—Tech
PO Box 1089 Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder P0)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures {
Design Flow(min.required gpd Design flow provided �0 U% gpd
Plan Date �16 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-2389
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 I Date — 6
Application Approved by V Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
No: �borc'1Pn - P100..00
l� ee
v '" Entered in computer:
THE C,O.'MMPNWEALTH OF MASSACH�USETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTARLE, MASSACHUSETTS Yes ,
01ppYication for � gpogal �&pgtem Cougtruction Permit
Application for a Permit to Construct( ) Repair(X) Upgrade O Abandon O XComplete System ❑Individual Components
I
Location Address or Lot No: Owner's Name,Address,and Tel.No. 7 9 0—0 9 2 4
297 Arrowhead Dr HYannis Mary A1lsopp
} .,
Assessor'sMap/parcel 270- (,6 297 Arrowhead Dr, 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 Eco—Tech
PO Box 1089 Centerville 1 43 Triangle Cir, Sandwich
Type of Building: - .10
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder (n0)
Other Type of Building No.of Persons, I Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required �7CJ 'gpd Design flow provided �0 U gpd
- Plan Date (��.��IU6 Number of sheets Revision Date
-! Title
Size of Septic Tank Type of S.A.S. + r
Description of Soil >
Nature of Repairs or Alterations(Answer when applicable) Install a new 'Title 5 septic +
system to plans 4)(Eco-Tech, ETE-2389
Date last inspected:
- Agreement:, t
—The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance avith 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 Date
Application Approved by 1AA Date )
Application7Disapproved by: Jd r Date
for the following reasons d
Permit No.• �O�i�= Date Issued 7 l,- e �,
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Allsopp Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( )
Abandoned( )by Wm E Robinson Sr Septic Service
at 297 Arrownead Drive, HYannis has been constructed in accordance
with the provisions.of,Title.5-a`n_d the for Disposal System Construction Permit No. 2 0 66— 3/3 dated
Installer - Designer rryi( 1
#bedrooms 3 Approved design flow gpd
The issuance of this permit shall n t be con trued as a guarantee that the syste+w ill functio de 'gned. --�:
Date )e F, Inspectol
No. Q�� - Fe$100.00
Allso p THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS ti
1=igpogal:i§pgtern Construction Permit `
Permission is hereby granted to Construct.( ) Repair (X ) Upgrade ( ) Abandon ( )
System located at 297 Arrowhead Drive, Hyannis
and as described in the above Application for Disposal System Construction Permit.The a plicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Constructon must
be completed within three years of the date of th s perm'
Date d 4 Approved by !C
Town of Barnstable— '
°�;1E1E:rp y Regulatory Services
•,. Thomas F.Geiler,Director
+ sAI{1VSTikBF:E.
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Of6ce:.508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: 0�
Designer: "GL® L&0 1,o U614kt46Wk Installer:
Address: . `�/i 1`��L ����i�,i� Address: y�1 C �,Uit�J
Ac'
On
VWbW4 r— was issued a permit to install a
(date) (installer)
P
septic system at 7 t�-yWkJ1 E
� g based on a design drawn by
(address)
C060PEJ6 Ili K, dated "1'7)' `D C 1! ..
(designer)
�-certify that-the septic system referenced above was installed substantially according to
the design, which may include minor approved-changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater-than 10' lateral relocation of the SAS or any vertical relocation of any component
of-the septic system)but in accordance with State'&Local Regulations. Plan revision or
c ed as-built by designer to follow. H OF
AR
EYER
taller's Signature) ` No.
1140 (�
/STE�� �, T
• qN/rARIAN
TECi "
(Designer's Signature) _ (Affix Designer's Stamp Here)
PLEASE RETURN TO BA,RNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT.4CARD ARE RECEIVED BY THE.BARNSTABLE PUBLIC HEALTH DIVISION.
I
THANK YOU.
Q:Health/SepticMesigner Certification Form
r.
t�4
{� CONTOURS o
EXISTING - - - - - - - 50 N o LOCUS
a al MINIMAL GRADINCs'PRGPOSED
oO ( 3
�co 24 FL I x 12.5 FL x 2 FL z
OJ LEACHING GALLERY
O o r '� ao t n ' o
�z Lr1 / — _ 14g 94 V M1,'/V Sr
10 ,,� ' 4 �;�_= HYANNIS. MA RFET
(n � —_
m =w � ocUS MAP
� / � 51
m oJ<
—_
�_zo NOT TO SCALE
w w
O :,:i'a;r;:;r;::
O :,,:;:::r;:;:;::co
}� :;::,; ;: owe a L EGEND
1500 GAL L ON
W iv N_ z [y ]i l 0 15-M �- SEPTIC TANK
J U U 3 Lij
= W > / 26.1 I,t O v Z I I D-BOX ❑
�
wz Ill U _j o I I /
C, a_
"x
❑ N ' � Z O / Z TEST PIT
< 0 <
(� TP-1 IIO' '' lL I O EXISTING
lU W m ;;:::i>: W —j O - ; CESSPOOL •
e v ::7�:i7: 1 LOT 48 TP-2 O -dj o� I m HYDRANT O
�. I
EE
' O / / O O NRUMBER REFERS TO
? L AREA = 11168 s f+- / n�
(fl +�
DIAMETER IN INCHES.
DENOTES TYPE
ILl Lij L- O O O (0 � _ ' r�/Q < I O O-OAKRM--MAPLE H-HOLLY 18 P
v o� —
-� VED l
z u n} gRIVEI,y� Y
z rw _ _ WATER
W zZ J i --
°< `0 BENCH MARK /GATE y,��H OFMgss9C
j " z u o . cD W m �_ o`er DAVID
W o = wc� PK NAIL IN DRIVE O D.
wcwn ~ �Z ELEVATION = 50.91
3 z= 51 COUGHANOWR
o ww BARNSTABLE GIS DATUM I No. 1093
J X �(If ZOJ (0 t ��GISTE��O
e w'o ° N CONVERSION SgNi
CHART DISTANCES
�' U PLAN
w INCHES TO v K e 2$ 2001.
� DECIMAL FEET TO LEACHING Gfi L L ER Y •�
< ALL DISTANCES ARE IN DECIMAL
w z V In f L FEET NOT IN FEET AND INCHES. ® o T� SEWAGE DISPOSAL SYSTEM PLAN
J \ -i m < SCALE. 1 in = 20 f L 0 0 4 5 �� �s4 -TO SERVE EXISTING DWELLING
o cn w —1 ~ 20 0 20 40 1 08 A EST. MAURICE & LOUISE PICHETTE
a0 C�m Z Q U 2 1 OWNERS OF RECORD
J O ►--�
o ° `` I� 0 1b 2b 4 33 3 B a� o0 297 ARROWHEAD DRIVE
m � O_LLJ 5 41 ' �� 1995 �"' HYANNIS. MA
z + Lcn, 6 .50 C ®9ON PROPERTY ADDRESS
u� e ANY ADDITIONAL CESSPOOLS NOT 58 ASSESSORS MAP 270 PARCEL 68
`� DEPICTED ON THIS PLAN ARE TO BE 8 67 A B C 43 TRIANGLE CIRCLE
O PUMPED. COLLAPSED AND FILLED. SANDWICH MA 02563 PLAN BOOK I5J PAGE 4I
g • 75 1 36.5 21.1 23.2
Z Ln `` 9 1 .83 2 34.1 21.1 29.7 508 364-O894 DATE: JUNE 2B. 2006
W e N Q 3 58.4 43.2 44.9 JOB # E T E-2 3 6 9 IRAGE I OF 2 VERSION:
L w ° m �� Igo 4 55.5 47.7 56.5 THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED
5 430 36.7 147.7 DEOLELY ICTEDFHOEREON. FOR ANYO THOER CHANGESOT OSPROPERT SEPTIC Y INCLUDING
PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
f OIL TEST LOG
S ES DESIGN CALCuLATIONS
.� -�• Qum Nltv �Clt� DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GP
DATE OF TEST: JUNE 27. 2006
SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS
WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
NO GROUNDWATER ENCOUNTERED SOIL ABSORBTION SYSTEM: A 24 Ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH
TEST PIT 1 PARENT MATERIAL: PROGLACIAL OUTWASH
PERC AT 76 �n 2 MIN/INCH IN C SOILS AboL = ( 24 x 12.5 ) = 300 sF
ELEVATION = 50.30 +- Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 sf
Atot. = 446 sf
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Vt 0.74 x 446 = 330.04 GPD
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING USE A 24 FL x 12.5 ft x 2 ft GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED
50.30
0-5 FILL
5-6 O LOAMY SAND 10 YR 2/3 NONE FRIABLE L EA CHILI G GA L L ER 1'
NOT TO
8-14 A LOAMY SAND 10 YR 4/3 NONE FRIABLE SCALE
USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-10 LOADING)
47.05 14-39 B LOAMY SAND 10 YR 4/6 NONE LOOSE
39-120 C MEDIUM SAND 10 YR 5/4 NONE LOOSE CONSTRUCTION DETAIL 500 GALLON DRYWELL
40.30 DIMENSIONS AND DETAIL
DRYWELL UNIT 8'-G'x 4'-10'x 2'-9' STON USE H-10 !_UNIT
NO GROUNDWATER ENCOUNTERED 2 f! EFF. DEPTH INSTALL ONE INSPECTION
PARENT MATERIAL: PROGLACIAL OUTWASH 24.0 ft INCHESTOF FINAL GRADE
TEST PIT 2
2 MIN/INCH IN C SOILS to AND INDICATE LOCATION
ELEVATION = 50.25 +- m� ON AS-BUILT PLAN
4J 6 `
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER �? IEU m--
v t` N
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING N m 00 33
50.25 - m� ooa000aaaoo O���p In
0 8 O SANDY LOAM 10 YR 3/2 NONE FRIABLE s.s ft 8.5 F't 8.5 Ft_ .s ft oo�"_
cB-14 A LOAMY SAND 10 YR 4/2 NONE FRIABLE 24.0 'FL14-AOs ` "B 1.. LOAMY SAND 10 YR 4/4 NONE LOOSE ,
46.92 ,� ..�. ;« .r ",f
;4.'0-126 C ,='�4 MEDIUM SAND 10 YR 5/4 NONE LOOSE
39.75 ` CROSS SECTION VIEW
2 in PEASTONE 2 PEASTONE
N a;
T.�E24
, a 28 3/4 in T EFFECTIVEJ! 'n34 in26
GRAVEL DEPTH in GIn
1) GAR BALE*G;RIN®ER NOT .=ALLOWED WITH THIS DESIGN
2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM.
3) ALL• COMPONENTS .INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS 46 in 58 in 46 In
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) 150 1n
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE EXCAVATING FOR SYSTEM.
5) EXISTING CESSPOOL TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE
Zl LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN
8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT EXISTING GROUNDWATER LEVEL
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. BASED A TOWN OF CORDSTABLE -TO SERVE EXISTING DWELLING
101 INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. GIS DEPARTMENT 5.00 S.
2
INDICATED GW 5.00 MAURICE AND LOUISE PICHETTE
11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL INDEX WELL M1W-29 297 ARROWHEAD DRIVE HYANNIS. MA
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ZONE D
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING READING DATE MAY. 2006 READING 7.5 ECO-TECH ENVIRONMENTAL
ADJUSTMENT 3.0 43 TRIANGLE CIRCLE SANDWICH MA 02563
ADJUSTED GW 28.0
ETE-2373 JUNE 28, 2006 2/2