HomeMy WebLinkAbout0012 SAIL-A-WAY - Health (3) 12 Sail-A-Way Lane
Centerville
A=230-094 - 001
No. -153LOR
HASTINGS,HN
TOWN OF BARNSTABLE
LOCATION SEWAGE# (g
VILLAGE �1J��.��(� , ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY !j�fC�1
LEACHING FACILITY:(type)=/ -kQAC (size)
NO. OF BEDROOMS
OWNER 'rGV�Lit �,
PERMIT DATE: COMPLIANCE DATE: J�a CQ
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
4
1 �0-z a
� i o
a
'N •.j' 2 1 0A 00.00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZippYication for Di5po5al 6p5tem Congtructfon Permit
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.
12 Sail-a-Way, Centerville Harold & Elaine Renzi
Assessor'sMap/parcel 230 94 12 Sail-a-Way, Centerville
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, Centerivl' �%� 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder pn
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-2285
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 He lth.
Signed Z4
v Date
Application Approved by Date '"Z_ j156
Application Disapproved by: Date
for the following reasons
Permit No. ���(� �.j Date Issued
2
139 VIA00 00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � L_)
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Xe
ZIppYication for Migo.5ar *V,tem Construction -permit
Application for a Permit toConstruct O Repair(X) Upgrade O `Abandon O ❑ Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No.
12 Sail-a-Way, Centerville Harold & Elaine Renzi
Assessor'sMap/Parcel 230 94 12 Sail-a-Way, Centerville
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, Centerivll F 43 Triangle Cir, Sanclwi.ch
Type of Building: uh h` r.
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (nq
Other Type of Building No.of Persons Showers(---+..,Cafeteria( )
Other Fixtures
^ �h ar
Design Flow(min.required) gpd Design flow provided / V gpd
�E�_
Plan Date Number of sheets Revision Date
Title t
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-22,$
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 He Ith.
Sj
Signed Date
02 S`6 C.•
Application Approved by Date 6
Application Disapproved by: Date
for the following reasons
_ Permit No. 6- _6�Ln 2.3 / Date Issued
———————————————————————————— —/———————— - —
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
A.` Renzi 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
12 Sail-a-Way, Centerville
at has been constructed in accordance
'E/with the provisions of Title 5 and the for Disposal System Construction Permit No. �� 2 3 dated 2 dG.
Installer it 1111"N Designer
#bedrooms 14 ) Approved design flow gpd
The issuance of this permit s 11 not gel!construed as a guarantee that the syst m will c n �Jlirhre�d. ���
Date � / (o
Inspector
No. 23 fj 00.00
THE COMMONWEALTH OF MASSACHUSETTS
RenVUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Di.5 pool;*pgtem Con5tructton Fermat
Permission is hereby granted to Construct ( ) Repair (X ) Upgrade ( ) Abandon
System located at 1 2=-Sail-a-Way, Centerville
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: Constructign must be completed within three years of the date of this permit,
Date n Approved by
❑ �i
1
Town of Barnstable
OF THE 1p�
'P� .o• Regulatory Services
1,Lomas F. Geiler, Director
• BARNSTABLE,
9�A b9. � Public Health Division
lfDMAiA Thomas McKean, Director
200 plain Street, Hyannis, 11A 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: (e-11-6(, Sewage Permit# Assessor's 1\'lap\11arcel 230
Designer: Ecn-TPrh Installer: Wm E Rnhi nGc)n Sr c;ctic
Address: Tr ax�glpAddress: pp Box 1 089 --_----
SaMdwl-c-h Centerville
On Win E Robinson Sr Septvigissued a permit to install a
(date) (installer)
septic system at 12 Sail-a—Way, Centerville based on a design drawn by
(address)
co—Tech dated 05-16-06
(designer)
I 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 Nvitli State & Local Regulations. Plan revision Or
�! certified as-built by designer to folloxv.
SH OF Mgss
9
�o� DAVID—W:: oyG�
lstaller's Signature) D
COUGHANOWR N
No. '1093
GIs 6
SgAl rAM
(Designer's Signature) (Affix Destjn is Stamp Here)
PLEASE RETUIUN TO BzW-NSLABL.E PUBLIC HEALTH DIVISION. CERTIFIC VIE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM :U1ND AS-BUILT CARD ARE
RECEIVED BY TILE BAK STABIJ PUBLIC HEALTH DIVISION. THA;NK YOt:,
Q. Healtn;Septic,Desiener CerUl-ication Forn-,t-26-(U.doc
,l Department of Regulatory Servlcm
Public Health Division
ass� 200 Main Street,.Hyannis MA 02601 Date
Date Scheduled 3�2� D�
Time_ Fee Pd. 00
Soil Suitability Assessment for Sewa
Performed BY: �f4vl Q �. ge Disposal
CpOC- H+NO&vp` (Z5 : Dlv}}�0 r
Location Address l� LOCATIONt�& Witnessed B GENERAL INFORMATION
��i L^�- W A l �.i 1V� Owner's Name
Fl�2oc.o �. EL�IUL R��1�1
Address
Assessor's MaP/>'>trcel: �_I
Nr � M 11 ()z6J�ZNEW CONSTlUC70N23� 0 Name
REPAIR 04VID
Z5
R G,51 Telephone# v f� 36c( 0 �
Land Use Q r-1�T I I i}U /�
Slopes(gib) V
Surface Stones W D'�J E Distances from:. Open Water Bod 1 0 0 4
r--__ft Possible Wet Area C00 I DO+ ft
f o p� r ---- ft Drinking Water Well
Drainage Way ft Property I D t
Pe Y Line ��ft Other
ft
SKETCHS(Street name,dimensions of lot,exact locations of test holes& in
-- - plc tests locate Wetlands
'— — Proximity to holes)
%,- -- ►NEOUAOL�T
------— LAKE
^ CONTROLLED ELEVATION
LZ��/ ELEVATION LAKE
Fti / O
= 34.41
5A
• gym.
�t
am ej
\\TP®
A
0
m
f
Parent material(geologic) ��0 P r !a G17�>NtiS�I m
Ic
Depth to Bedrock NOh
Depth to Groundwater. Standing Water in Hole: A�D 11 e
Weeping from Pit Rgce
Estimated Seasonal High Groundwater 3`C.4I �lev
Method Used:
DETERMINATION FOR SEASONAL HIGH WATER TABLE
}Pt'_ �b C✓E
Depth Observed standing in obs.hole:
Depth to weeping from side of obs.hole: in. Depth to SO mottles:
Index Well# _- ReadingDate: m, Groundwater Adjustment
Index Well level—, Adj.factor ft' r
Adj.t°lraundWutetVCI Q� r
PERCOLATION TEST
EMinJInchbi
Da 3I2�! d 11 - �
( xYme-Time at 9" Cl
rc 60
Time at 6" 0 lei
k Time @ ((� S 7
Time(9"-6")
k I(,ch bi P i
Site Suitability Assessment: Site Passed
Stte Fail
ed:-- Additional Testing Needed(Y/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.
Q:ISEPTICIPERCFORM.DOC
NO GROUNDWATER ENCOUNTERED
TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH
ELEVATION = 41.65 PERC AT 60 to 2 MIN/INCH IN C SOILS
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
41.65
8-4 O WOOD LOAM 10 YR 2/1 NONE FRIABLE
4-16 A LOAMY SAND 18 YR 2/2 NONE FRIABLE
16-36 B LOAMY SAND 10 YR 5/4 NONE FRIABLE
36.85
36-128 1 C MEDIUM SAND 1 10 YR 6/3 1 NONE LOOSE. 10% STONES
3L18
NO GROUNDWATER ENCOUNTERED
TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH
ELEVATION = 41.70 +- 2 MIN/INCH IN C SOILS
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
41.70
6-4 O WOOD LOAM 18 YR 2/1 NONE FRIABLE
4-12 A LOAMY SAND 10 YR 3/2 NONE FRIABLE
12-36 B LOAMY SAND 18 YR 5/4 NONE FRIABLE
38.53
36-120 C MEDIUM SAND 10 YR 6/3 NONE LOOSE, 10% STONES
31.70
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consiste c G
,i
-ti
DEEP OBSERVATION HOLE LOG Hole# x 4.
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulders.
Consistency, I
C)
-- Flood Insurance Rate Map: /
Above 500 year flood boundary No_ Yes ✓____
Within 500 year boundary No V Yes
Within 100 year flood boundary No '✓ Yes
Depth of Naturally Occurrine 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? e S
If not,what is the depth of naturally occurring pervious material? -
Certification
I certify that on ��� (date.I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expertise and experience described in 310 CMR 15.017.
Signature
S Date
Zq ���
SOIL_ TEST LOG
DESIGN CALCULATIONS �
DATE OF TEST: MARCH 29. 2006 + DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD
SOIL EVALUATOR: DAVID D. COUGHANOWR. RS
WITNESSED BY: DONAL.D DESMARAIS. HEALTH DEPT. SEPTIC TANK: 440 GPD X 2 DAYS = 880 GALLONS
NO R
TEST PIT 1 PARENT UMAATERIARL:ENCOUNTE PROGLACA LD OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM . ALLOWED)
ELEVATION = 4LB5 +- PERC . AT 60 in : 2 MIN/INCH IN C SOILS
DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER � SOIL ABSORBTION SYSTEM: A 30 FL x 20 FL LEACHING FIELD CAN LEACH
(INCHES) HORIZON TEXTURE 0`1UNSEi_L) MOTTLING
41.85 Abo-. = ( 30 x 20 ) = 300 sf
0-4 O WOOD LOAM 10 1'R 2/1 NONE FRIABLE A =
ALoL = 600 sf
4-10 A LOAMY SAND 10 Y"R 2/2 NONE FRIABLE V t 0.74 x 600 = 444 G P D
10-36 B LOAMY SAND 10 YR 5/4 NONE FRIABLE USE A 3 f t x 20 FL LEACHING FIELD Vt = 444 GPD > 440 GPD REOUIRED
38.85
36-126 C MEDIUM SAND 10 YR 6/3 NONE LOOSE. 10% STONES
31.18
NO GRR
TEST PIT 2 PAARENOTUNDWATER MAATER AL:ENCOUNTE PROGLACALD OUTWASH
ELEVATION = 41.70 +- 2 MIN/INCH IN. C SOILS
L EA CHING FIELD
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER CROSS SECTION VIEW
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING USE SCHEDULE 40 PVC PERFORATED PIPE AND SLOPE AT .005 ft/ft.
41.70
0-4 O WOOD LOAM 10 YR 2/1 NONE FRIABLE CAP ENDS OF PIPE
4-12 A LOAMY SAND 10 YR 3/2 NONE FRIABLE
2 in PEASTONE LAYER
127-38 B LOAMY SAND 10 YR 5/4 NONE FRIABLE
38.53 - 2 in
31.70 38-120 C MEDIUM SAND 10 YR 6/3 NONE LOOSE. 10/ STONES 6 inMon 314 In TO 1-112 in GRAVEL
MIN
4 ft 6 ft 6 ft 4 ft
NOTES + 20 ft
1) GARBAGE GRINDER 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
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) i
4) INSTALLER TO VERIFY LOCATIONS OF, ALL UNDERGROUND UTILITIES J
BEFORE EXCAVATING FOR SYSTEM.
5) EXIS'rING CESSPOOLS TO BE PUMPED. COLLAPSED, AND FILLED. OR REMOVED
6) ALL STONE TO BE DOUBLE WASHED i'.ND FREE OF IRON. FINES AND DUST IN PLACE
7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN SEWAGE DISPOSAL SYSTEM PLAN
6) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES -TO SERVE EXISTING DWELLING
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT HAROLD AND ELAINE RENZI
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 12 SAIL-A-WAY LANE CENTERVILLE, MA
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK.
11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL ECO-TECH ENVIRONMENTAL
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING 43 TRIANGLE CIRCLE SANDWICH MA 02563
ETE=2285 MAY 16. 20061 1212
CENTERVILLE MA
z CONTOURS w�C1uf�QUET wE0UA0UET
o = LAKE
o J< EXISTING - - - - - - - 50 / LAKE
P WPC
oN <3 FINAL 50 S ,
zmj: z❑ /
o<w of A CONTROLLED ELEVATION LAKE
�J� <o ,, �� ELEVATION 34.49 LOCUS N
t
m mom m o� 12a f / ,
zz W u�i ' m S
a-a � ��' r LOT 5
U LL o m AREA = 37000 sF
t+m
/ LOCUS MAP
w NOT TO SCALE
s �LIJ
z o dex / PLAN REFERENCE
�ch o z /� / -� _� P��\ / PLAN BOOK 140 PAGE 79
N J / PLAN BOOK 149 PAGE 7
Co wN v PLAN BOOK 321 PAGE 69
o Q o <- � ��ti �Q / 36 ASSESSOR'S MAP: 230
J~ O FW m a0$0 fit'' „ / 4X' /, LOT: 94-1
N J / ��ti kwx PROPERTY IS NOT IN A
W m �x WELLHEAD OR GROUNDWATER
PROTECTION DISTRICT.
z r zw oQ°a3 NOTES
~ -� SEWER LINE B IS TO BE REROUTED
3� X 4 \ A / INSIDE DWELLING TO MEET SEWER LINE
0 o 0 m N \ A OUTSIDE DWELLING AS INDICATED ON
W ~J m I I m m 36 JN66' v �'Ic / PLAN AT ELEVATION .41.05..
Ul r� v r _ I �j` \
e\ �5'0 �. r''U`� \PLUG F< -` \ / ANY ADDITIONAL CESSPOOLS NOT
oIL zw
s ` <jti� 40 SHOWN ON THIS PLAN ARE TO BE
(n u o c o m \ < \ \ / LOCATED AND PUMPED, COLLAPSED
Z w c �m �'�� AND FILLED.
co cn
- LEGEND jr� >�
CO v\ ' \ \gyp 41
x. f
W 1500 GALLON E ,
m SEPTIC TANK
m D-BOXLd
TEST PIT ® BENCH (HARK
m m m 40 \ s P e \ PK NAIL IN DRIVE
N m EXISTING ELEVATION - 41.23
J� CESSPOOL \ R a-o 10 \41 BARNSTABLE GIS DATUM
W z I j~ UTILITY POLE $ 30 f t x 20 Ft`
W �z \
Z � 0 z U TREE LEACH FIELD
—J J m J 2' eP \� Zp so
<< a N -NUMBER REFERS TO DIAMETER SOIL REMOVAL ARE) A
Lim W ,� IN INCHES.LETTER DENOTES TYPE - S EW AG I D I S P O S 1 L S I S T E I 1 L I \N
3 ��
O >- O-OAK M-MAPLE P-PINE -
oLL pCULli
Of 1 `� 1..
o 11. m _ \ �\ \ -TO SERVE EXISTING DWELLING
w �'`�' , 4° �� HAROLD & ELAINE RENZI .
ry oEl
cn w PLAN
n z N L 4 (I) "~ `. \ 12 SAIL-A-WAY LANE CENTERVILLE, MA
l _ .0 N m SCALE: 1 to = 30 Ft ` \
-- 30 0 30 60 a� EEO_TECH ENVIRONMENTAL
-�
w m m Lo e 10 ze 3B �\ e. 43 TRIANGLE CIRCLE SANDWICH MA 02563
Lo
0 0 0 \ Fw /i 508 364-0894
ETE-22B5 I MAY 16, 20-
06T ft 1/2
40 ci�m �1 Yx
THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS
L r l l �r INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED
/ (/) SEPTIC SYSTEM. FOR ANY OTHER CHANGES TO PROPERTY
OWNER SHOULD CONSULT WITH A REGISTERED LAND SURVEYOR.