HomeMy WebLinkAbout0066 POINT OF PINES AVENUE - Health FF 66 POINT OF PINES AVE
.,enterville
A 210 - 107 - 001
*Pendafle.Y"
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Msse/te
4210113 ORA 10% RA
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TOWN OF BARNSTABLE
LOCATION l G ED!`,I1' SEWAGE# 20/2-383
VILLAGE ASSESSOR'S MAP&PARCEL D 7-0 6/
INSTALLER'S NAME&PHONE NO.,SOF-280-9738 ASeA
SEPTIC TANK CAPACITY /SOO lobo 4ml peico 00 C�lQs�6/-'� reek'
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS
OWNER (_4t oo D
PERMIT DATE: //-2 9 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
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No. C � ' Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
$ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Misposal *pstem Construction permit
Application for a Permit to Construct(vY Repair(-4fl<pgrade.k ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.6(o ol;iT ol�,pines,f4l/, Owner's Name,Address,and Tel.No.
G,6�:ek/////: " 45�2o/1/rs
Assessor's Map/Parcel �- _ o p 0 p/- ��'f' 14 y5
Installer's Name,Address,and Tel.No.J'08-q90-970 1? Designer's Name,Addres ,and Tel.Na.S,93-
de a'09?l 'CEO '00eim "A—C G�/✓sl�isl e ti^is�y �Nc
W -e 17' i 0 267.f—
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 Repairs or Alterations(Answer when applicable)jXj;W& /5j-20 601, l/-Za� Gl/l9�rrr��odlZ�
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.
g ed Date
Application Approved by Date
Ll
Application Disapproved by Date
for the following reasons
W
Permit No. Date Issued 111161
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. �S
a No!. Fee
THE COMMONWEALTH`OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
U riration for -is osal - stim Construction Permit
Application for a Permit to Construct(,,I' Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.6(P Pan T of• /4IFS 4V/ Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 2/Q-/0 _ O p/ (,G P4 ilr a/- �j�/,� �?✓/_
Installer's Name,•Address,and Tel.No.S 03-'V20-1772 0 D•Fsigner's Name,Adores and Tel.No; S O&-
�DS2 h �B /✓r�NrUOp Uou�rJ f�pr /_-/Ils�i`l e«'ir1� JNC,
g! 14w /7` wa lwoeftoHs ",W/%/ .Sr. �i"�r�v>�i Y6�11-T" 026.75—
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
e Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) r gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
4 Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Zs�jrl¢/� 1_5-00 6,(,4 ,
wek /goo Gl�/ff-2U
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-Ti'tle.5,of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued bv this Board of Health.
e Date
Application Approved by t, O /, Date
Application Disapproved by Date
for the following reasons
Permit No. (21 Date Issued
-------------------------------- ----------------------------------------- -------------------------------------------------------- -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO/CERTIFY,
`that
�the On-site Sewage Disposal-system Constructed( ) Repaired(G�- Upgraded(�)-
Abandoned( )by ,//i,C /7
at �Iu/ &/41- a/— 1y//'lS #///_; 4IGI�s been cons acc
with the provisions of Title 5 and the for Disposal System Construction Permit No a
Installer�103<4(/f /4YYQS Designer 12aale C,-4
#bedrooms y Approved design flow 'T gpd
The issuance of this pe it s ffillZnot /e construed as a guarantee that the system'will�functio• as igned.
Date 7� / /�/ Inspect C`
- U -- --------------------------=-------------------- - - - ✓�
No. ��� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstrm Construction Permit
Permission is hereby granted to Construct( ) Repair(Z—) Upgrade( Abandon( )
System located at 1'97— al-P/lam!/->`
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:Con c o st completed within three years of the date of this permit.
Date Approved by_ /
PP
I
FROM :down cape engineering inc FAX NO. :15083629880 Dec. 14 2012 01:49PN P1
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fti Ka�a�U71%„r;// �°T]I�C.71�'. ��[E'•7��tt�Il �t'+i�Il3flua9l
-'Qp4D Madan 6rdi'e0, FM}vrnoa�ous,'r/fA 02601
Of:ic.�. 508-86•;!-4644 Fdx: 50$-`l'�0 63NI
9rn:�1�1.N�:�,s�:14�rr�ima:7r cC'eo:a'�ua��sdx�Dm,I!'6t1["PAU
Sevt avoe.g pri-_Z1iO d/!! lIT 3Z3,-ksr gsiP`'% 1WLL.ap\S i4rul ��� - 1< !" C-)"o
lflr4dner: c.� vti_ w �. �W �/1X��[ gan�tAlra: �.���C• .1' �.1��° :� .�
IV
Address: I
1119
4.� �_..... n
is:,ued a pC.uLt to Ist2L a
wls(�,d Cyr.a.des.tf a dr.'avm.by
I ;:i-ttify that the �;tT-Llu syat+:tu above was b3tal(.ed su'KLanliall.y aue.orcliul, to
-ihc [lcsiAn, which miy iui;ltas3�:ruuur ,a}ipxovr.,i rhaL.F,cr, such. 29 Iatsral reiOUaLi011 O 'Ile
distrilrctin'A.bay,and/or!xp i.tank-.
_ I tha! lht: s,YsteLa .mP-v-an(.-d ibuve- wLq Litistalierl with maJur cllaug(-s
gr[:,itr-r ff).ran. l';)' laLert:l rc;luc;at_uu of tLu SAS or auy vcr'tica.l Cel,oratinn of any(---c p��nc.at
of thc; soptic 7mtenl) ')uL in accordmiz, With Suite; flan.revision or
ceT1'R.td ar-•- D by sipaPv to foi_l.ow-
OF
ARNIa H. cu, �? ❑ANIP A. c
0-JAI-A A
(Tti r, r S ,� jJtuzel y " CIVIL f°
Nn,3Q752 No.46502
2 r{
p�X, Q 'lSTEVL�O��,J
FSSI AL `rS�4/ONAL
PLB-,,Uhl RETURN .,TO RARTNSP,83L]E; ..PIJBIAC HEALTH (',x;Ft]_JFl.C:,ATE OF
a'i�11?�F'i.rrA.f+TC h+' WILL NO'-t' tTHTTI, BOTH TTITS FORM AND A,'4-.A'lJ=1;9' f"4T-1-A ARE
1[fD+�'A;gY1L'b)B'v.1:DT.TFe FF.AT.Tt-i.F)3 VTv,70 I_1f H.ANh(,.. f u.
il-iTcai'h/S'rniir/1�Mc(m=a rurifinsticn P,,r:.))^-26 04.du:
/ 6 Town of Barnstable r#
Department of Regulatory Services -
- Public Health Division Date
+tAttNa'MBIP,
y
09
t6y �a$ 201 Main Street,Hyannis MA OZGo]
Date Scheduled Time./ . Fee Pd. ! C/
Soi uitability Assessment for Sewage Disposal
Performed By. Witnessed By:
LOCATION&GENERAL INFORMATION
)-nc:ition Addrtce / 0 1�`� t)` PI/W 0 Owner's Name C
G r,,,�✓t (0—/VI Address '1 ,
Assessor's Map/Parcel: C2 00 Engineer's Namcil o v'n ,° ' /i
NEW CONSTRUCTION REPAIR Telephone#
Land Use Slopes(9b) Surface Stones
Distances from Open Water Body ft Possible WetArea fl Drinking Water Well ft
Drainage Way R Property line ft Other II R
SIMTCFI:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands to proximity to holes)
r�1
Parent material(geologic) Tw S a16 Vd 2,\ Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: V�1 �1'3y-4 Weeping from Pit Pace
Estimated Seasonal High Groundwater .
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles, In.
Depth to weeping from side of'obs.hole: In. Groundwater AdJuslment—ft.
Index Well# - Reading Date: Index Well level A ti.fae Ad].dwuodwnter Level,,,..
PERCOLATION TEST
Observation 1
Hole# r ,. Time at 9"
Depth of Pere 1-2-1-N-i M j Time at V
Start Pre-soak Time O- _ .. W�Z Mtr/ Time(9"-6")
End Pre-soak -
,LZ.
Rate MinAnch
Site Suitability Assessment! Site Passed V Sitq+piled: Additional Testing Needed(YM) r v
Original: Public Health Division Observation Bole 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(I)week prior to beginning.
Q:I.S EPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon So&Texture Soil Color .-Soil
Surface(in.) (USDA) Other ,
(MunseU) Mottling (Structure,Stanes;Boulders.
0 _1 e L Can istenc % 'vel
- G
59
DEEP OBSERVATION HOLE LOG Hole# Z-
Depth from Soil Horizon Soil Texture 7
Surface(in.) Soil Color Soil So Other
(--SD A) (Munsell) Mottling (Structure,Stones Boulders,
O_ nsi enc % ravel
�0 D'
r
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture
Surface(in.) Soil t:,olor Soil � Other
(USDA) (Munsell) Mottlln
g (Strucrure,Stones;Doulders.
Consi to c 9 gwe_L_
DEEP OBSERVATION HOLE LOG Hole#-
Depth from Soil Horizon Soil Texture
S Soil Color Soil
urface(in.) Other
(USDA) (Muasell
), MotWng ($tntCLU
re,_Stonest Boulders.
Consi ten
Flood Insurance Rate Map:
Above 500 year flood boundary No_ yesWithin 500 year boundary No Yes
Within 100 year flood boundary No/ ycj T—
Death of Naturally Occurrin Pery
ors Material
Does at least four feet of.^.a u Will
area proposed for the y cccan(ng pervious material exist in all areas observed throughout the
soil absorption system?
If not,what is the depth of naturally occurring pervious material?`J
Certification
I certify that on NOV V"I S _(date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed bynae-consistent with
the required training,expertise and experience described in 310 CAIR 15.017. Dcr
Signature ` C r?
i 9
Date h/l .
r
Q WEPTICIPERCFORMMOC
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
LEGEND MARKED WITH MAGNETIC TAPE OR NOTES
COMPARABLE MEANS FOR FUTURE LOCATION. /L
PROVIDE MIN. 20" DIAM WATERTIGHT (NOT TO SCALE) WEQUAQUET LAKE DATUM (�
99 - EXISTING CONTOUR *THE INSTALLER SHALL VERIFY THE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS
LOCATIONS OF ALL UTILITES AND ALL 2" PEASTONE OR GEOTEXTILE
X 99•� EXIST. SPOT ELEV. TOP FOUND EL. .8' FILTER FABRIC OVER STONE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING d
boo
BUILDING SEWER OUTLETS AND 38.5' MINIMUM .75' OF COVER OVER PRECAST 43.0' 2� SLOPE REQUIRED OVER SYSTEM 43.5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1oKe i_ Wequaquet
- 5 - PROPOSED CONTOUR ELEVATIONS PRIOR TO INRALLING ANY
PORTION OF SEPTIC SYSTM INSTALL TUF-TITE o Lake
PRECAST H-20 EF-4 EFFLUENT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o
C�� PROPOSED GRADE RISERS (TYP.) INSTALL INLET " TO BE AASHO H-M
TH1 ,A: •scHao PVC 2'0 FILTER OR EQUAL 4 �SCH40 PVC
TEE 1 ABOVE 2" DOUBLE WASHED PEASTONE
_ PIPES LEVEL 1ST 2' � 40 8 5. PIPE JOINTS TO BE MADE WATERTIGHT. o
TEST HOLE OUTLET INVERT OR GEOTEXIfI E FABRIC '
YYY 1500 GAL H-20
*37.0' 10• SEPTIC TANK 14• 40.3' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ? Ica\
2' SLOPE OF GROUND ` '' 36.37' TEE 4' Ua. LEVEL TEE \,36.12p ' 310 CMR 15.000 (TITLE V.) a
W RAFFLE } °o 000000000000 00 40.5 o 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ocus \�e5
ACME OR EQUAL PUMP CHAMBER O.5 0 39.8' BE USED FOR LOT LINE STAKING OR ANY OTHER nelS
COLD UTILITY POLE $o
FIRE HYDRANT WEQUAQUET LAKE DETAIL BELOW 40.74' 40.57' $ o 0 0
�•'. WATERPROOF/WATERTIGHT o o PURPOSE, Greot Morsh � P
non
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING O o 0 .o o O .0 �o 0 0 �o .c 6" MIN SUMP 3/4" TO 1 1/2" DOUBLE WASHED STONE
00000000000000000000000c 12" MIN. INT. DIM. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
o„o„ono„O„o O� 0�0�0�0�0" PIPING TO BE AT .005'/' SLOPE
61" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED d Route 28
_ COMPACTION. (15.221 [2]) o WITHOUT INSPECTION BY BOARD OF HEALTH AND PS
6 PERMISSION OBTAINED FROM BOARD OF HEALTH.
EDGE WATER 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
NOTE: EXISTING DOCK NOT SHOWN DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP
SAND 1 R SLOPE HIGH WATER LAKE EL. 34.8' PRIOR TO COMMENCEMENT OF WORK.
(4.8 x SLOPE) ( ) ( 1 x SLOPE) SCALE: 1" = 2,000'f
LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
FOUNDATION- 16' SEPTIC TANK 22' PUMP CHAMBER 99' D' BOX 9' REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 210 PARCEL 107-001
EDGE�q wN�
FACILITY LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN ESTUARINE WATERSHED DISTRICT
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
LOCUS IS WITHIN AP OVERLAY DISTRICT
ELECTRICAL PERMIT FROM TOWN OF BARNSTABLE REQUIRED PRIOR TO ANY ELECTRICAL WORK
MIN. 20" DIAM. WATERTIGHT COVER TO GRADE
0
ALARM AND CONTROL PANEL L. 35.85'
TO BE INSTALLED INSIDE 38.5'
o LOTJ BUILDING. ALARM TO BE ON
o SEPARATE CIRCUIT FROIM PUMP
d' DWELL. BR 50,949 SF±
INV. IN 35.9' / BACK TO PC THE FEASIBILITY-INSTALLER SHALL VERIFY THE-_
_-
" " 1000 SAL. H-20 S T 2 PRESSURE LINE
AND ADEQUACY OF EXISTING
DECK TOP FNDN. FLOAT SWITCH ALARM ON RESERVE
GAL.+ SLOPE TO DRAIN ELECTRICAL SYSTEM (TO ACCOMMODATE
ELEV. =38.8' RESERVE 0.25" WEEP HOLE. ADDITIONAL ELECTRICAL SERVICE TO SEPTIC
BENCHMARK SETTINGS:
PUMP ON CHECK VALVE SYSTEM PRIOR TO INSTALLING ANY PORTION TEST HOLE LOGS
INV. OUT COR BRICK PATIO " )
EL. =37.0' PATIO ELEV. 38.5V 5.3" WORKING RANGE 1 OF SEPTIC 'SYSTEM
�� _ � MYERS SRM 4
BRICK TEP/ GAS I.3" SUBMERSIBLE 4/10 HP PUMP ENGINEER: DAVID FLAHERTY, R.S., SE2755
ANCH MET RE-ROUTE PLUMBING PUMP OFF -" SYSTEM (OR EQUAL)
AS NECESSARY.
WITNESS: DONNA MIORANDI, R.S.
PROVIDE MIN. 2% PITCH ��CO' JULY 2, 2008
'�� �� �� DATE:
100'OFF TO SEPTIC TANK -
/ O O O WETL74 PUMA' CHAMBER-
CLASS RATE - < 2 MIN/INCH
{ ,}
CLASS I _ SOILS P#12275
-,� 38.5 NOT TO SCALE) SYSTEM DESIGN:
4r WA.RPROOF/WATERTIGHT
\CP �/o J/ O
GARBAGE DISPOSER IS NOT ALLOWED ELEV. ELEV.
7�9 6S \cP ;/ G GP 3 �� T �/ 20 - O,• ,4 42.0' 0» `�%- 42.0'
DESIGN FLOW: BEDROOMS ® 110 GPD 440 GPD
4So /� �S USE A 440 GPD ESIGN FLOW 0/A 0/A
LS LS
o U 15 SEPTIC TANK: 440 GPD (2) = 880 8�� 1 OYR 4/3 8„ 1 OYR 4/3
Op.
\ 36 - - _ � ? USE A 1500 GAL. S PTIC-TANK
rn 10 TDH - B B
Q
z w 10 LEACHING: LS LS
= ,
N a � SIDES: N/A 36 1OYR 5 6 39.0
PAVED z 0 BOTTOM 40 x 15 .74 = 444 GPD / 27„ 10YR 5/6 39 7'
� DRIVE
�I � 5 ( )
SHED TOTAL: 600 S.F. 444 GPD
GARAGE 0 USE PIPE AND STONE IN A FIELD CONFIGURATION PERC C C
25 50 75 100 AS SHOWN (SEE SAS DETAIL) FMS FMS
CAPACITY +' GPM 2.5Y 5/4 2.5Y 5/4
- - - - - - - - - - - - -f PUMP CURVE FOR MYERS SR14 4/10 HP PUMP
1 / 38 BENCHMARK:
39 CORNER PAVEMENT % GRAVEL 5% GRAVEL
, I 3B � y9 4� ELEV. = 37.5 2� - - - - - - - - - -
ADJ. G.W. 34.8' ADJ. G.W. 34.8'
I I MA 132" 3.1 .0' 132" G.W. 31 .0'
I I APPROVED DATE BOARD OF HEALTH =
3g ; GUY SAS DETAIL
144" 30.0' 144" 30.0'
POLE
I
I I TH-1 ti
AO y ` BUOYANCY CALCS:
I I • ,„r , 1500 GAL. H-20 (SHOREY) S.T WEIGHS 21,230 LBS. TITLE 5 SITE PLAN
3.18X11 X 6.17 X 62.4 = 13,467 UP (OKAY) OF
� I 42 5' REMOVAL OF UNSUITABLE SOIL
�j I 43 REQUIRED AROUND PERIMETER OF : 1000 GAL. H-20 (SHOREY) S.T. WEIGHS 14,500 LBS.
o I I LEACHING FACILITY, DOWN TO
tx - Dc - SUITABLE SOIL LAYER. REPLACE WITH SOIL WEIGHT: 0.75' X 4.83 X 8.5 X 90 LBS./ FT' = 2,771
__. . .- - LBS DOWN FOR AL 0 LBS DOWN 66 POINT_ O INES AVE.
PROVIDE ENT WITH tx __ : - -. TO F __ _CLEAN MED. SAND. 1,0
CHARC L FILTER •••• ••• • ••
I AND GSCREEN t• _ (OKAY)
(FIN PLACEMENT 3.65 X 9 X 5.25 X 62.4 10,761 LBS. UP OKAY CENTERVILLE, MA
,.
WI HOMEOWNER }.
C NSULTATION) t•
• . + :, PREPARED FOR
j r CHARLES CRONES
DATE: JULY 16, 2008
REV. DATE: AUGUST 6 2008 (PUMP LINE)
,.
1 a2� "�'��f�s REV. DATE: SEPT. 7, 2012 (RE' LOCATE ST/PC)
I I INSP. P �i� �;r�lE
OjA!A is �:� Dr iJl i e i,
OFF ti,c ( C�,i il_ nll l r � ,JA,9.fi f_rj
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off
4541
as. � ��Far�.� U fax 508-362-9 80
�� Scale: "= 10' ��H'�FM sgcy y x,��� ���
5 � I
/ 6 ov
DANIELA. d/ DANIEL �, downcape.com
0 5 10 15 2 25 FEET
Q down cape engineer1ng, hnc.
�,, CIVIL OJALA
502 ,� No.40980 ,�
°Fs� /STEM G�a� ��� FS � civil engineers
Q „ S, N N \ ` v y land surveyors
Scale: = 20
�- '�2 gym, J o
939 Main Street ( Rte 6A)
0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT ,MA 02675
DCE #91-263
91-263 CRONES.DWG (DDF)