HomeMy WebLinkAbout0267 BUCKSKIN PATH - Health 267 Buckskin Path
Centerville
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'H CHARCOAL FILTER
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FINAL PLACEMENT BY \ CONC. BLOCK 4 L �/
THE HOMEOWNER \ PATIO 3.38 `
\ x 3.82 x 43.77 —
4 7S� BENCH MARK — TOP OF CONC.
45. \ 43.8 LP �3' x 43.64 AROUND STEPS EL. m 44.4
44
x x 43.80
^ \ 44 3.97
4 45. \ 5
CONNECT ENDS x 7 ^�
OF PIPE TO ®4xp .29 3,00
VENT7.4Z
^� \. x .30
6 \ 6.13
49 x 1 45 \ 20•EXISTING
-..�
s0 4 4 6 DWELLING \egSFM NTN 46,41
x 5157' 47_ TOP FNDN. \ /
LOT 16 7,22 50.3' \ /
15,191 t S.F. s2 8 \ /
BASEMENT / -
3,07 SLAB EL. 43.0'
x 2.2 /
S GARAGE
� 48.04 Q, I
9.,3 Q
x 49.8201
/ � i
pq oo / `
Okit
VICES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE
IATELY GRANTED BY THE BOARD OF HEALTH AGENT OR 60 49.40 V
.ALTH INSPECTOR /
.2WORK AND HEARING REDUCTION PROPOSALS APPROVED
IE BOARD OF HEALTH REVISED DURING APUBLIC / 4�H OF�s
NG HELD ON MARCH 10, 2009
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4A
/ t tk 9rb, �•;r '9
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AILED SYSTEMS ONLY SOIL ABSORPTION SYSTEM a�ILL ~Ci
ATIONS PROPOSED MORE THAN THREE FEET BELOW / I� 7 ' �� s
E WITH PROPER VENTING (PIPED TO THE ATMOSPHERE)WITH
^LI P THAN .SI0 LOADING, X FEET BELOW GRADE.SHALL IN'NO CASE THE SAS
�50.68 .,
� 1
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: tI'
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftphtatiou for Misposal *pstem Construction 3permit
Application for a Permit to Construct( ) Repair(,/) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. .Z61773UC !n �er s�jName,Address,and Tel.No. 506'�73'7-3z1 (�
Assessor's Map/Parcel � !'1 ! - �q rGe( A3 1 �1
Zb.7 L
I taller's Name Ad ress,an Tel N . 7' 66J Designer's Name,Address,and Tel.No. 0S 34 2 —q 5 y
�beRt e l ey- 94 v�ucaa f�� DJ -Own c5hgj ne�r 109
gj
Type of Building: /
Dwelling No.of Bedrooms s3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building e 5 l r�1?n�No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 gpd Design flow provided 33D gpd
Plan Date— (P 1(09 Number of sheets Revision Date
Title
Size of Septic Tank /0.0 O Type of S.A.S. ;� >�u C�.S� F)0 LD
Description of Soil
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 Certificate of
Compliance has been issued by this Board of Health.
Signed Date
Application Approved by �. Date
Application Disapproved by Date
for the following reasons
Permit No. Z Dd l— 11-0 Date Issued Z
l --_------ ----- -- -_ -
_ -_
'r""�'.Yr.....1,�q„:l•y�...*�.{,,;r�-...,...v..-ti,.rs...r.,.v.-*---..-.. -...,..._...._....�-�.:. .... ...._:.e...r.�- �.. ,_..,. v-0,(;`n,w:fir-h--..v.-....=y'...r -': _.a. � .. �. .. ,
4 ..� fD t; _ _._.. Fee fG(J
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: c�
PUBLICT-HEALTH DIVISION = TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for ]Disposal *pstent Construction Permit
Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
t:
Location Address or Lot No. .2& q Z3UC k5 b n Owner's Name,Address,and Tel.No. p ?3 7- .3,2 f (�
Assessor's Map/Parcel / "I U p 1 l 1 tr J(--I �,3 z(2'7 �L��k t� P4 t
Installer's Name,Address,and Tel.No. S�� `� 7 U(vv � Designer's Name,Address,and Tel.No. U S' 34 Z - q S <f
7 Obe-el 67i1{oy- �� EuCr+vcr(��'1 Die)wn (c ,r9,CI `tPce (F)
l" T a /- e_ n '7 o I t i,i C� .;¢_ \1 r ��� J-Ztr\;2/j r t fay{ j
Type of Building: r
Dwelling No.of Bedrooms �,3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building e (,l Pn I.P No.of Persons Showers( ) Cafeteria( )
Other Fixtures ll
Design Flow(min.required) 3 �1 gpd Design flow provided ` 330 gpd
Plan Date (pi 1 1 log Number of sheets Revision Date
Title
_
Size of Septic Tank l U D ri Type of S.A.S. a0 �! j C,# Q,S"f f") a t..t7
Descriptio&of Soil
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 Certificate of
v.
Compliance has been issued by this Board of Health.
Signed Date
Application Approved by ate, C Date //s/pcj
Application Disapproved by Date
for the following reasons
k
J
Permit No. 2—DOG( CIO Date Issued
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 1�,t I3 EV rw,r)k r i, n
at —D ri ! ` V has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 1?0 dated 2 7001
Installer Ti)hp r 1 6 11 t!)\� Designer � �� �n nP f (n
—T— -
#bedrooms , 3 Approved design flow� (�� gpd
The issuance of this permi shallw 1
ll�not be construed as a guarantee that the system 1 fu c r�on as design d.
Date C "1 Inspector )
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Misposal .4pstem Construction j3ermit
Permission is hereby granted to Construct( ) Repair(✓) Upgrade( ) Abandon
System located at on I h -n i r r\1 t i i P
�Y
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:Construct nous
t be completed within three years of the date of this permit.
Date �! 2 Approved by .mot ,S",
` TOWN OF BARNSTABLE
LOCATION 00 Buc k s k;n 064% SEWAGE# doD9 - /70
VILLAGE Ccn4 cr u;1 I C— ASSESSOR'S MAP&PARCEL /71 - 2 3
INSTALLERS NAME&PHONE NO. B 6 B Ex cAvA'TZoo 4/77. 0153
SEPTIC TANK CAPACITY /oo0 4 c 1
LEACHING FACILITY:(type) 6'p A Soon c 1 c( (Size) 15 x 3 O
NO.OF BEDROOMS 3
OWNER r;d4c1 30.)rn o h
PERMIT DATE: G I/21 O 9 COMPLIANCE DATE: G-/S- 9
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
Al - .ao s
A3- 33
Ay -31 D
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AS •�� Z
At, 5�
ED
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AS - ` l SnS� F'ron4 Dwc H n
38 ' SS Po r�
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"FF1,.01"11:]a,down cape engineering inc FAX NO. :15OB3629880 Jun. 12 2009 01:24PM P2
Town of Barnstable P# .
Depart t+crit of RejtWntory Services
1 1 Public Health Division Date s 7
Ti r abate ��' 200 Main Street I•lyannis MA 02601
Date Scheduled r h! Zos)
Time�„�" _ Foe Pd.- 4CV —�-._,_
Soil Suitability Assessment,for Sewage Disposal
Pcrrurmed 13y:�—
—.�._, Witocssed By:_ A. %jid — �-`�,-�-;
LOCATION& GENERAL INFORMATION
LOentionAddress ('� owner'sNurne-3�-1d�� S�FImm
Adl&—. fj7�►Jtks(Grn�a-l-(2,
Assessor's Map/Parcel: `r neer's Natttetr V t l 1
NEW CUNSTRUIJT!'ON .. RRPAIIi Telephone if
Iand Use Slopes(4b),. Surface Stones _
Distances from: Open Water Body fY Possible Wet.Area -,_ft Drinking Water Well ,_„--fl
Property 1_itle .,-, Jt Other
SKETCH:(Street name,dimensions of lln��t,easel locutions of test hnias&Pere tests,locale wetlands In p.roxJtnity to holes)
t
40 � l
fift 0` L�C�
,7s.�T-
--
Parent material(geologic) Depth to BedeckLJ
_
Depth to CJmundwater: Stauding Water in Note:�� `r }�I Weeping*ortk Pit Face.__..-,,.•___ _ _
Estimated Seasonal High Groundwater
DETERNUNATION FOR SEASONAL NIGH WAT +'It TABLE
Method Used:
Depth Observed scantling in obs,!tole: lit, Depth to st)11 mottlas: Ilt.
Depth to weepinft from side or obs.hole; ht, Urlwndworsr AdJlwUttent -tY.
Index well# Readlug Date: Irtdcx Wetl level AdJ.lhctor___,_ Adj.Qruundwater J.rvcl,<._.
PERCOLATION ` EST Date
Obscrvaiiou
dole. Tilue at 9"
Depth or Pere _4U Time at 6" T _
i
Start Pre-soak Time /U/U 5-- 11ma(9"-6")
_ End Pre-soak
RateMin./Ioch
Site Suitability Asses'smettc Site Passed Z Sirs Failed: Additional Testing Needed(YIN)
Original.. public Health Division Observation Holt:Data To Be Completed on Back-----------
**+If percolation test iS to be conducted witl3in 100' of wetland,you must flrst notify the,
Barnstable Conservation Division at least one U) week prior to beginning.
Q:\S EPTIC\PERCFORM,DOC
r§Dm':-Aiown cape engineering inc FAX NO. :15083629880 Jun. 12 2009 01:25PM P3
DEEP.OBSERVATION HOLE LOG Bole# P- .
Depth from Soil Horizon Soil Texture Sdii Color Soil. Other
Surface(in.) (USDA) (Munsclq Mottling (Structure Stoney;Boulders.
Collsistancy.%Oraval)
c4--
DEEP OBSERVATION HOLE LOG Bole#1
Doptd from Soil Horimn Soil Texture Soil C-nlor Soil Other
Surface(in.) (USDA) (Muwcll) beetling (Structure,Storrs,Boulders.
Consistency. Gravel)
DEEP OBSERVATION HOLE LOG Role#
Depth from Soil Horizon So(I Tuxture Soil Color Soil Other
Surface(in.) (USDA) (Munsclp Mottling (Structaro,Stones,Moulders.
T Cravcl) —
DEEP OBSERVATION ROLE LOG Hole#
Depth from Soil Ituriran Boll Texture Soil Color Bull Other
Surface(in.) (USDA) (Munseu) Mottling (Structure,Stories,Boulders.
Flood Tntsu.rance.tat 'Man;
Above 500 year flood boundary No— Ycs-2\,„
Within 500 year boundary No_ Yes '
Within 100 year flood boundary No Yes
Death of Nuturallv Occurring Pervious Material
Does at least four feet of naturally occurring pervious rntitetial exist in all areas observed throughuut the
area proposed for the soil absorption system? 11-�
If not,what is the depth of naturally occurring pervious rnatal•ial?,__.-
Cei.Nfication -
I certify that on (date)I have passed the soil evaluator examirmion approved by the
Department of Environmental 15rotection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in�10 CNM .15.017.
SignatureL '� ---- Datb
' Q:LSBPR'IGIPIYRC1rORM.DUC
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROP. VENT 0i1
1. DATUM IS APPROX. NGVD s�
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE Cr
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING o
\ TOP FOUND. EL. 50.3' "
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYS 46.0' - 47.9 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. oR �o
c
PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST o�� e�006
RISERS (TYP.) n/ UNITS TO BE AASHO H-LQ �oK
2'0 4'OSCH40 PVC \
PIPES LEVEL 1ST 2' 2" PEASTONE OR GEOTEXTILE 5. PIPE JOINTS TO BE MADE WATERTIGHT. a r o°
FILTER FABRIC bVER STONEING
o o a
ITH
10" 1000 GALH-10 14" 41'9' V6.. CONSTRUCTION DETAILS TO BE IN ACCORDANCE zr
ti
TEE SEPTIC TANK TEE , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ` V o
4 1.7 t °O°O°O°O°O°O°O°O° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°° c
* 6" SUMP ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 310 CMR 15.000 (TITLE V.) r�o a �
(RE-USE**) °O°O°O°O°O°O 12" MIN. INT. DIAM. 41.38 D°O°°O°°O°°O°°O°°o°°o°°°°°O°°O°°O°°O°°O°°O°°O°°O°°O°°O°°O°°O°°O°°O°°O°O°O°O°°O°°O°°°°°O°°O°°O°°O°� -J -
°°°°°°°°°°°° '°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°` 40.73' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND o
BASE SLAB EL 43.0' GAS BAFFLE;" °^ 0000000000000000000°00000000000000000000000O0000 o000000°00000-Oooc Q
o^o^o^o^o^o„o^o^o^o^o^o^o^o^o^0^0-0„0„0_0.0„o„o„o.,o„o„o„o„o„o^o^o
41 .58' 41.41 NOT TO BE USED FOR LOT LINE STAKING OR ANY\-ON 6" DOUBLE WASHED 3/4" -- 1 1/2" STONE J OTHER PURPOSE. Locu
4" PERF. PVC (4 LINES TTL.) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 'mac a eeae
INVERT OUT UNDER SLAB 4, SET AT .005 FT./FT. SLOPE 6reot r
DEPTH OF FLOW = 6" CRUSHED STONE OR MECHANICAL WITHIN 30' x 15' x 0.5' DEEP STONE FIELD 5.13' 7.73' 9. COMPONENTS NOT TO BE BACKFILLED OR
TEE SIZES: COMPACTION. (15.221 (21) CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
INLET DEPTH = 0"„ OF HEALTH.
OUTLET DEPTH = 14" USE ADJ. G-W EL. 35.6'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
33.0' BOTTOM TH 1 CALLING DIGSAFE (1-888-344-7233) AND
( 1 % SLOPE) ( 1 % SLOPE) VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE SCALE 1"=2000'±
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
'
FOUNDATION EXIST. SEPTIC TANK 12' LEACHING WORK.D' BOX 5' FACILITY ASSESSORS MAP 171 PARCEL 23
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY. NO CONSTRUCTION PROPOSED (UPGRADE ONLY)
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
LEGEND **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
1000 GALLONS AND ITS SUITABILITY FOR RE
99- -USE. REPLACE
ExlsrwG CONTOUR WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE.
x 99 NOTE: PER TOWN ENGINEER, DRAINAGE EASEMENT
EXIST. SPOT ELEV. IS NOT UTILIZED.
99 PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
TH 1
TEST HOLE e�SFM�q/N
PROP. VENT WITH CHARCOAL FILTER
2� SLOPE OF GROUND AND BUGSCREEN (FINAL PLACEMENT BY \ CONC. BLOCK 43.38
CONTRACTOR WITH HOMEOWNER \ PATIO SYSTEM DESIGN.
CONSULTATION) \ X 43.82 x 43.77
UTILITY POLE 4 ISM BENCH MARK - TOP OF CONC.
45.2 43.8 LP 23' AROUND STEPS EL. = 44.4 GARBAGE DISPOSER IS NOT ALLOWED
FIRE HYDRANT _ .__. . \ 44 X 43.64
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAMANc co x 4 97 \TH2
0 \ 43.Bo DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
o s �54�\ _ 2 44 43 97 USE A 330 GPD DESIGN FLOW
\ ,
TEST HOLE LOGS CONNECT ENDS g x 45.0 5 ( )x 7 "� QO 44. SEPTIC TANK: 330 GPD =660
OF PIPE TO 'G 29 3.00
ENGINEER: ARNE H. OJALA, PE, SE VENT 30 �7.� _ _ **RE-USE EXISTING 1000 GAL. SEPTIC TANK
^� xj 0.26 \WITNESS: DAVID STANTON, RS �s x1 4s �'6,13LEACHING:
JUNE 1 1 , 2009 sp 4s 844g _ DWELLING \�SFM NqT� 46.41 SIDES: N/A
DATE: s 4? TOP FNDN. _ \ / BOTTOM 30 x 15 (.74) = 333 GPD
PERC. RATE _ < 2 MIN/INCH LOT 16 x 51.7� 7.22 50.3'
TOTAL: 450 S.F. 333 GPD
CLASS SOILS p# 12589 15,191± S.F. s2 48
/ -
I
BASEMENT
3.07 SLAB EL. 43.0' / USE 30' x 15' x 0.5' DEEP LEACH FIELD OF
ELEV. ELEV. X 2.22 A9 9w5\ / PIPE AND STONE. PROVIDE (4) 4" PERF. PVC
cS /
2 ' � PIPE, 3' BETWEEN PIPES AND EDGE OF SAS
- O �
„ 4 44.8' O" � 44.8' , GARAGE W /
o -
FILL 8„ FILL 4 �� S 48.04
8"
x 49.82
9.13 / Q , MA
A/B A/B /
1 p�l'F o / APPROVED DATE BOARD OF HEALTH
LS LS 12" 1OYR 2/1 12" 10YR 2/1 0 O F /
/ TITLE 5 SITE PLAN
E E
R61 SRS6 1 VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE �536 OF
14 10Y / 14 10Y / IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR /49.40
eW eW BY HEALTH INSPECTOR 267 BUCKSKIN PATH
LS LS PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED / 0- a »
30' 10YR 5/6 42.3' 30" 10YR 5/6 42.3' BY THE BOARD OF HEALTH REVISED DURING A PUBLIC / �ti�HOFN `ate q61 CENTERVILLE
C1 C1
HEARING HELD ON MARCH 10, 2009
PERC MS MS / N° k PREPARED FOR
M8411 2.5Y 6/4 84" 2.5Y 6/4 3) FAILED SYSTEMS ONLY SOIL ABSORPTION SYSTEM / .• �I oy� ,
INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW 7 / - pp
MS MS GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) / � y F B&B EXCAVATION/SALMON
10YR 2/1 " 10YR 2/1 AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS /
88" 88 BE LOCATED MORE THAN SIX FEET BELOW GRADE. , a
�50.68 ��° �� r y ` JUNE 11, 2009
C3 C3n
MS _ _
MS MS
108' 10YR 5/6 �i4's ��pMA
10YR S °t'
��� V K S9cyG o� DANIELS9cyG fax 508-362-9880
4541
off 508
108' o DANIELA.
C4 C4 o OJALA s� n A. downcope.com
MS MS 0 CIVIL OJALA Cn
2.5Y 6/4 2.5Y 6/4 2 q No.40980� down cape engineering, 117C.
144 32.8 144 32.8 P°�FFc STE �� q°FF s� o� civil engineers
GROUNDWATER ADJUSTMENT DATA: Scale: 1"= 20'ZONE: D ss�O ALES S RV�� land surveyors
GROUNDWATER ENCOUNTERED ® 138 WELL: SDW 252
(ELEVATION 33.3') / 9 y
39 Main Street ( Rte 6A)
ADJ: 2 3' (USE ADJ. WATER AT EL. 35.6') DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
09-121.DWG(SBO)0 10 20 30 40 50 FEET
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