HomeMy WebLinkAbout0277 WEST BAY ROAD - Health ' 1 2 7 7�WEST 1BAY4ROAD,: 0 S TERV I LLE
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TOWN OFB�A�RNSTABLE
LOCATION 2, 7-7 ���/lcyf' SEWAGE # FE 208
VILLAGE (QSrAWV11Z5 ASSESSOR'S MAP& LOT /O
INSTALLER'S NAME&PHONE NO. .-
SEPTIC TANK CAPACITY /50.4_
LEACHING FACILITY: (type) t4GLi J�i � (size) rig )C /2
NO.OF BEDROOMS Y
BUILDER OR OWNER 26rry /9 d hDSAOL
PERMPTDATE: L 78 COMPLIANCE DATE:
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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished byivU..-y
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A-an
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curse .73ay I.Zc
"No. ��t7 Fee
' t
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01pprtcatton for Mig;poal *p5tem Con.5truction Permit
Application for a Permit to Construct( )Repair(K)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. \ijOwner's Name,Address and Tel.No.
J 1=2 e,-( L2Q60cA
Assessor's Map/Parcel �
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel. o.
vUL1. �VAW �3kaGc �A-LC-
c- Azb-
Type of Building:
Dwelling No.of Bedrooms =1 Lot Size t��,�sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow `AC ' gallons per day. Calculated daily flow -A-A D gallons.
Plan Date M i C_- 0916 Number of sheets Revision Date
Title 20 EV t'F-L_ FG;ZAC)F; Ir
Size of Septic Tank 15bb Type of S.A.S. bf-AC-0, ''��<-0 C K 10 PKS-0
Description of Soil
CCU auk
Nature of Repairs or Alterations(Answer when applicable)
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 issued by this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued ''
Fee
THE COMMONWEALTH OF MASSACHUSETTS
_' "En ere iu c{omputer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Zlpplication for XDi o of *pe;tem Copn5truction permit
Application for a Permit to Construct( )Repair Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 2 7-7 \L) a Owner's Name,Address and Tel.No.
Assessor's Map/Parcel I�CC)S
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
SULr1,.\VA>-W G,
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(40) y
Other Type of Building No.of Persons Showers( ) Cafeteria.( )
Other Fixtures
Design Flow 44D gallons per day. Calculated daily flow A-A 0 gallons.
+�
Plan Date Ake_c_ , 1 916 Number of sheets V ` Revision Date 11,4-1
Title -EE S E PT Ic
Size of Septic Tank 1 � � Type of S.A.S. Loox�r kA EC-\7 b"K 10
Description of Soil u A 5`'
_Cr(?_0u w k 4j ek
Nature of Repairs or Alterations(Answer when applicable)
' a
� i I
Date last inspected: L
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 Compli nce has been issued,by this Board of Health. ! L
Signed 1 _ �f Date s
Application Approved by r{»" Date —
Application Disapproved for the following reasons
ji' _ Permit No. -IT Date Issued ^'
�.. E
'THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )� Repaired ( )Upgraded( )
Abandoned( )by
at : has been constructed in accordance
with the provisions of Title 5 and the for isposal System Construction Permit I,o.4 g! dated n
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system w' 1 function as designed.
Date $" —q Inspector
- ---------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
3iod'of *raem Construction Permit
Permission is hereby granted to Construct( Repaii ( Upgrade( ndo
System located at , r
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.
Date: _Approved,by
` TOWN OF BARNSTABLE F_ 0
� h O SEWAGE #
LOCATION MAP &LOTALIL
ASSESSOR'S
VILLAGE T'r
8c PHONE NO.
, d o
�STALLER'S NAME 0 —
CAPACITY CAITY
SEPTIC � l (size)
LEACHING FACIL T : (type)
NO.OF;BEDROOMS y
r S
BUILDER OR OWNER COMPLIANCE DATE: 9y' 2 ^9 d
pERMI T DATE: 9$
Feet
Separation Distance Between the: Facility
roundwater Table and Bottom
Maximum Adjusted G ° �We�s exist Feet
1 Well and Leaching Facility (� y
Private Water Supp y facility)on site or within 200 feet of eac in f fa a any wetlands exist Feet
Edge of Wetland and Leaching Fility
If
within 300 feet of leaching-facility)
Furnished by
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_ SCALE: 1/4" . 1'-0"
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SCALE: 1/4" 1'-0"
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SHEET 2 OF 7
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LEFT ELEVATION
SCALE: 1/4" m
JOB: 0813
DRAWN BY: KW
DATE: 8/,5,s
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— SECOND TOP PI1�TB,
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FIRST TOP PLATE
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FIRST FLOOR
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ADDITION I r 1,,
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. . SCALE: I/4" - -0" O
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ICE t WATER SHIELD TOTAL COVERAGE i6'-3° 13'-q"
PT RED CEDAR I8' PERFECTIONS SHINGLES
OVER CEDAR BREATHER Ll�
RED COPPER VALLEYS / DRIP EDGE / FLASHING
RIDGE CAP / BOSTON WOVEN TYP. ALL ROOFSuRFAC J
PROPAVENT , \
4' VENTING SOFFIT / SO CUT FASCIA / - �" eOG
3 1/2'.CROWN MOULDING AT FASCIA i RAKE �, F . INSUL. W
RIGID WIND WASH BARRIER REQUIRED \�°;b �° I6OG w
AT EXTERIOR EDGE OF EXTERIOR WA /// CTs Ib'OC U 0 TOP PLATE 1x3 STRAPPING Z
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HURRICANE CLIP' p/�N 1/2' GYP. BOARD Lu
FASTENERS AT ALL BLOCKING V-WO.C. / 0
JRAFTER /UNCTIONST� PLATE R.O. 30 1/8'x44 7 ' o /�aq IN FIRST TWO JOIST / Q
/ BEDROOM SAYS FROM GABLE WA O Z
TYP- EXTERIOR WALL / / - ; W
2x6 EXT. STUDS• 16' O.G./ _6° / 3/4' OSB PLY SUB /// O(Y
fill R19FD SHEATHING/
NAILED t GLUED TO JOIST / // SECOND FLOOR Q Q Q
TYVEK WRAP/W.C. SHINGLES . - - -- - ---- -- -- w
BLE 2XI0 a Ib OG 2X1 a Ib OG / O
TYP_ EAVES R30 NSUL �—WIOx22 STEEL BEAM - - v1 J
. Ix8 FASCIA / Ix4 SECONDF.G..
MEMBER w
CONTINUOUS VENTING 8' SOFFIT a w
MATCH EXISTING GUTTER 3
MATCH EXISTING TRIM 12'-0' 10'-01
EXISTING
(3) 11 7/8' LVL 14DR EXISTING
GARAGE; LAUNDRY o n STAIRS
N
4' CONCRETE SLAB —7 _ _ _FIRST_FLOOR
R� OF 7
6 MIL VAPOR BARRIER / p(gTING FIRST FLOOR SYSTEM '
_ _ 5
EXISTING GIRT
NOTE: - 3 1/2' LA" COLUMN EXISTING .-
5/8" ANCHOR BOLTS DRAWL, SPACEi� .
EMBEDDED 7" F
SPACED 35" O.C. < SECTION 11A-A11
12" FROM CORNERS SCALE: I/4" I'-0"
WASHERS 3 x3 A/4
fill
22'—Opfill
JOB: 0513
r-----ADDITION EXISTING DRAWN BY: KW
DATE: 8/25/08
NOTE: '
WINDOW DESIGNATIONS ARE ,un1
ANDERSEN WINDOWS. 1
THIS PROJECT FALLS WITHIN THE HIGH
IMPACT WIND ZONE.
B A DOORS AND WINDOWS WILL
COMPLY TO HIGH IMPACT STANDARDS
OR BE PROTECTED BY STRUCTURAL PANELS W
CONTRACTOR SHALL VERIFY
LOCATIONS 4 DIMENSIONS PRIOR
1 t TO WINDOW ORDER 4 INSTALLATION
DINING j( W
4.1 5'-0. nT
I ( 2'_bn 2'_6• NEW WALL �LJILUJJ�LLLL
REMOVED WALLC--______7
m wUP A . EXISTING WALL 0 W
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IN U
p. oL p cV
KITCHEN _ FR3ENCH 3046 _ cExrER oN (�j�
GiLA53 — -R.O. 38 Let'x 7/8' GABLE — — `U
REF. LLLn
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BATH I� 3'-6'
1/2
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5Q �� BATH LAUNDRY
MECHANICAL C.O. j RELocATE o 2$ LLl WINDOW AND
INFILL FIRE
RATED J
STEP !�
BEDROOM ENTRANCE FAMILY12°
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WINDOW AND V
INFILLLu
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GABLE — — Q
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NOTE: - - J
CONTRACTOR TO REFER NEW LLW J) O-
TO WFCM 110 X B AND i GARAGE m llJ
CHECKLIST FOR ADDITIONAL 3
HIGH WIND TECHNIQUES
RELATED TO THIS PLAN
J
3046 * t
V R.O. 38 I/8'x56 7/8' r
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21
SHEAR WALL COMPLIANCE: N 9
LITER SHEET 4 OF 7
W. 46% OF EACH WALL RUN
VERTICAL SHEATHING WITH
ed NAILS 3" EDGE/12' FIELD PROPOSED FIRST FLOOR 7'x9' O.H. DOOR t10,
(4)16d NAILS PER FT BOTTOM PLATE SCALE: 1/4" "1'-O TH.D. BY OWNER N
t
Lm q% OF EACH WALL RUN
VERTICAL SHEATHING WITH NOTE: NOTE:
TO OBTAIN 46% SHEAR WALL TO OBTAIN 462 SHEAR WALL
8d NAILS 3" EDGE/12" FIELD COMPLIANCE APPLY WSP TO A COMPLIANCE APPLY WSP TO
(4)16d NAILS PER FT BOTTOM PLATE BOTH SIDES OF STUD WALL 3'-10. q'-0' 31-8. BOTH SIDES OF STUD WALL
JOB: 0813
DRAWN BY: KW
W DATE: 5/25/08
NOTE. 1
WINDOW DESIGNATIONS ARE
ANDERSEN WINDOWS.
THIS PROJECT FALLS WITHIN THE HIGH
IMPACT WIND ZONE.' ^,
\ % DOORS AND WINDOWS WILL O
COMPLY TO HIGH IMPACT STANDARDS
\ / s OR BE PROTECTED BY STRUCTURAL PANELS (T 1
CONTRACTOR SHALL VERIFY w
LOCATIONS 4 DIMENSIONS PRIOR
t 1 TO WINDOW ORDER 4 INSTALLATION
Ill
— ' NEW WALL
REMOVED WALL C-------_I
-- -- U W
— — --------- EXISTING EXISTING WALLO W �—
SITTING
BUILT IN
MASTER BEDRM o Q
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—_Aw 251 _ CENTER oN
WIC j 28 7/8"x28 T/8"�-GABLEco
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BUILT IN
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2'-0' 8'-0" 2'-O' 2'-6" 5'-5' pf 17'-4" i 5'-5" 2'-6
12-0" 33-2" — r
2436
PROPOSED SECOND FLOOR R.O. 30 1/6*xx44 7/8■ SHEET 5 OF 7
SCALE: 1/4" 1'-O"
• ,— a ---__— ' 'n"— — - —'—
2 3 12-0 2 JV
3 JOB: 0513
DRAWN BY: KW
DATE: 8/25/08
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OVERLAP CORNER I ' I GARAGE I ' I ° 4 Q Q
TO ALIGN STUD WALLS I I VAPOR BARRIER
VERIFY IN FIELD ( I 4' CONCRETE SLAB I O
PITCH TOWARD DOOR I I �1
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AT DOOR
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SHEET 6 OF 7
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NOTE:
5/5' ANCHOR BOLTS
EMBEDDED 7°
V-6° 9'-6° 3'-6° SPACED 35° O.C.
FOU N DAT I ON PLAN ° 12" FROM CORNERS
SCALE: 1/4° 1'-O" 16-6 WASHERS VxWxl/4°
JOB: 0813
DRAWN BY: KW
DATE: 8/25/08
. W Q
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ICE ♦ WATER SHIELD TOTAL COVERAGE V 1JL
PT RED CEDAR 18' PERFECTIONS SHINGLES W
OVER CEDAR BREATHER
RED COPPER VALLEYS / DRIP EDGE / FLASHING W V—
RIDGE CAP /BOSTON WOVEN TYP. ALL ROOF SURFACES V— ((1
_
12
PROPAVENT *4
4' VENTING SOFFIT / SO CUT FASCIA / ^,
3 1/2' CROWN MOULDING AT FASCIA 4 RAKto
16�OG 'r.G. IN Ix8 FASCIA / ix4 SECOND MEMBER 2X8s 16 OG
ode CONTINUOUS VENTING 8' SOFFIT O O RIGID WIND WASH BARRIER R82UI% / \ \ MATCH EXISTING GUTTER /
AT EXTERIOR EDGE OF EXTERIOR / \ \ MATCH EXISTING TRIM 1 S PP11 rTl
\_ I 80ARD
TOP PLATE / PI ISE DORMER ON cV / LJL
'HURRICANE CLIP' 2436 /pe EXISTING TWEE WALL 3046 /
FASTENERS A7 ALL R.O. 30 i/8'x m R.O. 35 I/8'x56�vw /
RAFTER / 70P PLATE / � TYP- EXTERIOR WALL -JUNCTIONS TYP. / '2x& EXT. STUDS • 16' O.C✓ LED 4 GLUED OT JOIST �►1
/ 6' R19 F.G. INSUL./ /
OSB PLY SUB
1/2' PLYWOOD SHEATHING/
TYVEK WRAP/W.C. SHINGLES
DOUBLE 2X8 a 16 OC DOURL.F 2X8 8 16 Or- W
W Z
EXISTING EXISTING
MECHANICAL LIVING
W
EXISTING FIRST FLOOR SYSTEM EXISTING FIRST FLOOR SYSTEM
EXISTING EXISTING W
CRAWL SPACE CRAWL SPACE W
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SECTION 118-5u - SECTION 11G11
SCALE:.114" m 1'—O" SCALE: 1/4" m 1'70" Q }—
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LLU (�
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SHEET 7 OF 7
/A7
JOB: 0813
DRAWN BY: KW
DATE: 8/21
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SWEET I OF 2
EXISTING FIRST FLOOR PLAN
SCALE: 114" . V-O"
JOB: 0813
DRAWN BY: KW
DATE: 814108
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SCALE: 114" V-0"
JOB: 0813
DRAWN BY: KW
DATE: 8/4/08
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NOTES DESIGN DATA
OVJ �
I.Water Supply ForThis Lot is Municipal Wat Single Family-4 Bedroomer. With no Garbage Grinder
2.Location of Utilities Shown on This Plan Are Approx. Daily Flow=110 x 4=440 GPD !y
At Least 72 Hours Prior to Any Excavation For This Septic Tank:440 GPD x 200%=8 80 GPD eR° Sr
Project The Contract"Shall Make The Required Use 1500 Gallon Septic Tank <
Notification to Dig Safe(1-800-322-4844) LEACHING AREA
a The Contractor is Required to Secure Appropriate 440 GPD/0.74= 595 SF Required
Permits From Town Agencies For Construction WEST �
Defined byThis Plan. BAY a c
Bottom Area= 12 x 50 = 600 S.F.
4. Install Risers as Required to Within 12°of 600 S.F.Total Provided _ WEST DAY ROA D
Finished Grade. LEACHING BED DESIGN :
5.All Structures Buried Four Feet or More or Subject All Pipes to be Schedule 40.PVC
to Vehicular Traffic tobe H-20 Loading. Perforated With Capped Ends. Use 38.7Z __ y'7.7s' DWV
3-�4"Distribution Line in Leaching See Vp4
ra Septic System to be Installed in Accordance With � LOCUS PLAN
310 CMR 15.00 Latest Revision And The Town of Bed in -a 12 x50'Washed Stone Note 2 i-�� Leaching -0 �. I of
Board of Health Regulations. Field as Shown / Bed — I SCALE=1 =2000
ASSESSORS
7All Piping to be Sch 40 PVC D-Box MAP 116 PARCEL If0
N
18 + 50' I
/
I 1500 Gal.Septic
9. I o Tank
�J� o 10'
Min. I
Approx. Location of
t' Water Service
_ - L �
Reconstructed Existing
/ House No. 277
rI
F G.11.0 F.G. 10.5 /
Qz-
See Note 4 f
9.3 I n v.8.3__ , \
9.1 1500 Gallon 8.9 Boi.E1.7.8
Bedding as
Per Title 5 5.8
10 10.5 10I 10 I 12' / ®Test
�� Hole
Bottom of Test Hols 2.0 "\ Z2.00'
Adjusted Ground '
Water 2.8 -
---
DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM
Not to Scale '
PLAN VIEW
Scale : 1"=20' `� I� �' y
DEEP HOLE TEST I�tYl�iidda�
Date: Feb. 4,1998 C1V1L
9
Engineer: Sullivan Engineering Inc.
Depth:8.5'
Finish Class I Material
Grade Ground Water at 8.0'Elev 2.0
Index Well MIW 29,Zone A
X Adjustment 0.8
o
Adjusted Ground Water Elev. 2.8 PROPOSED SEPTIC UPGRADE
Compacted;Fi II 3' Maximum Fi Iter
Fabric SITE PLAN
a 1/8"- 1/2' AT
i Pea Stone
0 4'0 Perforate 3/4"-11/2"Doubte 277 WEST BAY ROAD
PVC Pipe washed OSTERVILLE, MA
(Olt FOR
3'-0" 3'-0" 1 3'-0" 3'-0 MICHAEL COLARUSSO
12'-0"
SCALE:AS NOTED DATE: .MAR.6, 1998
SULLIVAN ENGINEERING INC.
CROSS SECTION OF LEACHING BED 7 PARKER ROAD
OSTERVILLE , MA 02655
Not to Scale
(508)428-3344
98C7 I S"
o� BAY ST.
NOTES DESIGN DATA 9)
I.Water Supply ForThis Lot is Municipal Water. Single Family-4 Bedroom
With no Garbage Grinder
2.Location of Utilities Shown on This Plan Are Approx. Daily Flow=110 x4=440 GPD I� P
At Least 72 Hours Prior to Any Excavation ForThis Septic Tank:440 GPD x 200%=880 GPD
Project The ContractorShall Make The Required Use 1500 Gallon Septic Tank Sr
Notification to Dig Safe(1-800-522-4844)
LEACHING AREA � c
3 The Contractor is Required to Secure Appropriate 440 GPD/0.74= 595 SF Required
Permits From Town Agencies For Construction q
Defined byThis Plan. WEST
P
„ Bottom Area= 12 x 50 = 600 S.F.
BAY � o
4. Install Risers as Requiredto Within 12 of 600 S.F.Total Provided
Finished Grade. LEACHING, BED DESIGN WEST BAY ROAD
5.All Structures Buried Four Feet or More or Subject Al I Pipes to be Schedule 40.PVC
to Vehicular Traffic tobe H-20 Loading. Perforated With Capped Ends. Use 38.7?- __ y7,75- wv
6, Septic System to be Installed in Accordance With Be Distribution Lines Leaching See vp4
310 CMR 15.00 Latest Revision And The Town of Bed in a 12 x50'Washed Stone Note 2 —�j LOCUS PLAN
Field as Shown � i"\ Leaching o � ,
Barnstable Board of Health Regulations. / 1 Bed — I SCALE:I =2000
ASSESSORS
7. All Pi ping to be Sch 40 PVC
a D-Box MAP 116 PARCEL I I'0
18 50'
'
� o
1500 Gal.Septic
I �'
Tank
10'
i — Min.
I Approx. Location of
d*r Watat
er Service
- L
r Reconstructed Existing
/ House No. 277
F G.11.0 F.G. 10.5
---See Note 4
3
9.1
1500 Gallon 8.9 l(
8 Bot.E 1.7.8
8.5 `•-
Bedding as
Per Title 5 5.8'
l Test
10 I0.5 10' I� 12' �� Hole
Bottom of Test Hole'2,0 z2.00'
Adjusted Ground --
Water 2.8 2
DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM '
Not to Scale
PLAN VIEW Scale : I"=20' .
4 PEM
DEEP HOLE TEST SULLIVAX
wo.29r
33
Date: Feb. 4, 1998 CIVIL.
Engineer: Sullivan Engineering Inc.
Depth:8.5'
Finish Class I Material
Grade Ground Water at 8.0'Elev 2.0
Index Well MIW 29,ZoneA
c Adjustment 0.8
ih
Compacted:',Fill 3' Maximum Filter Adjusted Ground Water Elev. 2.8 PROPOSED SEPTIC UPGRADE
Fabric
SITE PLAN
iv 1/8' I/2" AT
Pea Stone
O ' 4'0 Perforate 277 WEST BAY ROAD
L PVC Pipe 3/4"-1 1/2 Double
Washed OSTERVILLE, MA
FOR
3'-0" 3'-0" 3'-0" 3'-0" MICHAEL COLA RUSSO
12 0"
SCALE:AS NOTED DATE: .MAR.6, 1998
SULLIVAN ENGINEERING INC.
CROSS SECTION OF LEACHING BED
7 PARKER ROAD
Not to Scale OSTERVILLE , MA 02655
(508)428-3344
r_'lBdIS