HomeMy WebLinkAbout1301 BUMPS RIVER ROAD - Health 1301 BUMPS RIVER ROAD
Centerville
A = 188 - 072
SMEAD
No.2-153LOR
UPC 12534
smgd c m • Made in USA
.A Ahl
1lBt lIS®N iHS P100UCf lei
SFI OMM '
Y F
No. t l— 5 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0(ppYitation for Misposa 6pstem Constrnttion Permit
Application for a Permit to Construct( ) Repair(Upgrade ) bandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1301 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel' - 7 2,—
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building V10 0 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided LI SS gpd
Plan Date M-al q 1-01 H Number of sheets Revision Date
Title
Size of Septic Tank %SOO Type of S.A.S. SC 0 gCA0A) C�o✓hbLf$ 33:5X IZ.$�X 2—
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t A x 1-C.11 (C �t•O SS-crti 'Cn..,�r_1ZU
11 J[7� � Cx� rI/1CJVbi.(S
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
S' d 6-t Date 6 —5
Application Approved by Date - G
Application Disapproved Date
for the following reasons
Permit No.A(9— /rl 3 Date Issued �/
No. ,D 1 - Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Bispos .4- pstem (Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade )%}Abandon( ) ❑Complete System ❑Individual Components I
Location Address or Lot No. 13U1n Owner's Name,Address,and Tel.No.
Assessor's 7
Ma /Parcel LPt)
P
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
ktA 3r N �*c s�-H2o_yS3y PLO.) CCp•e E^_jl"3re/'N
Type of Building:
Dwelling No.of Bedrooms y Lot Size 2 1 SIC, sq.ft. Garbage Grinder( )
Other Type of Building tAp y« No.of Persons Showers( ) Cafeteria( )
Other Fixtures
%
Design Flow(min.required) -1-y gpd Design flow provided u S S gpd
S
Plan Date Mu v °1 2-0/1I Number of sheets Revision Date
.'. Title
Size of Septic Tank 1 S 00 Type of S.A.S. s cp !�J r o,'o C A CV"�r($ ' 1.S X 12.8-S X 2—
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) I kL f r,), rC X ay)P k-P 1 r'A 'D I Oy
scn co110j ryten. bpr
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.
Si Date191*
(i S
Application Approved by 4VDate
Application Disapproved Date
for the following reasons
Permit No. Wq I 3 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 Dn�_Xi G s A 1)(Gwn► 17 ry c
J
at 1 n)U 1 T,,,v.�g „;,,r 1�c) r g�1l y has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No&14 - 183 dated
Installer A. 1 t rx-o na In,C Designer „J e f.,t mac• (.J u.(l C S
#bedrooms ~4 Approved design flow 440 gpd
The issuance of this permit sha not b construed as a guarantee that the system ill funct o sign
Date �/��/ T Inspector
_ - - -------------------------No - -
-------------
Fee Ju
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *Pstetn ConstrUrtion Permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
Systemlocatedat � j(7! VM;Bg �i��/ �(� �n)FC1 IA'`C
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 l ca provisions or special conditions.
Provided:Constru•tiop must be completed within three'years of the date of this permit.Date Approved by r
��
, � �
ti
r-�
�,� W
��
.,�
r 1
—'"'�
��i
t
Pam. �
.:•e_�i,`'���.. Tiiy/G�jt•fI�1�
'• f/� �..('.•. ✓ill•'J��:
00
f'e>'��e�•wi...q...Nfi-.tt.".�,�.,-t , ra��W{:���+�ni/� "'�T-,+L✓a,.;.'":7-
%S't r:Ti�'•r S' :=.�%pp�[ L:" � �.is. 1 ;l i.......i"! Of ): fhf•w►
!:`! E:!•,-. '_;':.�...�. f ;.��� t�• .. '�
%i:::��t�ii%cif• ..� sc..J Ir•i._/;'S'•.,/..t...{c!:i".r rTE/,..
�F`'f';F{%r�i .:c.:T ':f��•.cj% "J•.••• �•
;Fr:-'� a/•.:. �s,{' a„-i.
:,(;:c''i;% /c�:'%•,-;; •.�-,• �t•'� • �a1t:"-
":<• •-�i';-:�•!...�'�:;,r.• .t•1, ;: t' + �' /r.,n• !'i:i%'' vim'•'' •�: �' ':s�i:%wE
.a 4 •! i;T>•7� :::
y,�; :i•.ij�...: a�:f.{:::E ; XTRR! a�A!�siiftl*4• � �: ss'_'"J} tr'/•it':'•:�fti/
i�� ./':{Y, iJ>.iif {! ri.: •:r:.a.. {'✓i."j.::•{V,{' � �ii{: •`•i/ ��i A,1ir'�E�
1� .:; .:.: :sts� �Gc%'••"%' :T�i:!'•.t:•t3:#r;-E•r�'• �;r": .. ��:. "js:�:E•'c•••::!t.' t:a
' a�!!% ..:': .•F.,^Lzls y ., -•1t;:'�•�Es-.l�,isf!: j: j �:,a_s.t,: ..::7s j.,{ �t
't• •1{' %�1;; �! >:.%/..a ��3�': f•t�y'�.iS:..�s:; i'Si:cj'>
��"•• •:f:•<±..i. ._� ri:.:n..R; is i'.t�•w -.. ij:.y....fi_f:�i�;t:.F• .:..n�1
w,11:��.T'��::T::'•�,• 1.%,�.%t- •i,�YfjN � t ' !i •�'�.���:;tff•K.��-p• �lt,�y�i•T•..
Rai •:�.,>��� .. .fi!i:!::FJ:i�'S{ldi'jk... J1Et�:i �'
�t•'.:•Jia:•T!i:;'Jr- %+;ci• �"'i :r a�:iE•'= ? E
.i. •,,ice�. .;j - •�.,') ��/1 {f:�:. { �•f.c
ii
Im
r H U L U 1 00 / V / L/ - VJC V VUC : I V I V
....... ....... .......... .. .......... ........ .. .. ............. ..... . ..... ...... .... .. .. ...
etches - Map/Block JLot. 188 / 072J - Use Code : 1 C
s /t4,a
Qe ,012-a a A
As BuHt CaFds ' C
..........._...,_.
...........................
. lick card # to view, Card # 1 I
Constructions Details - Map/Block/Lot:
AFFIDAVIT OF MATT-HEW J. DUPUY
1. The undersigned is the son and power of attorney of Roy L. Dupuy.
2. Roy L. Dupuy's house was constructed in 1957 (See attached footprint).
3. There are two bedrooms upstairs. There is a master bedroom on the first floor, and there is a
guest bedroom/den on the first floor. The guest bedroom/den has a door and is private.
4. There have been no changes to the second floor bedrooms or master bedroom or guest
bedroom/den since the homes construction in 1957.
Signed under the pai7,,�6d penalties of perjury.
T W UY
COMMONWEALTI4-OF MASSACHUSETTS.
Barnstable, ss.
On this 1,-;I-- day of �� , 2Q�before me, the undersigned notary public,
personally appeared MATTHEW J. D PUY
personally,known to me, or
❑ . proved tome through satisfactory evidence of identification, which was
❑
❑ (other:)
to be the persons whose 'names are signed on the preceding or attached .document, and who
swore or`affirmed to me that the contents of the documents are truthful and accurate to the best
of their knowledge and belief.
Notary Public
My Commission Expires:
R
o
Thomas F. Geffeh, Director
c^ r£4PSIs'II'ASLS 1 ,
ems. s Ti , c Healtl<n Di����n
��dll
s6�g.
Thomas McKean, Director
200 Main St-eet,lHyaakis,rYU 02601
O: ic6: 508-862-4644 Fax: 508-790-6304
ustalller Desigger Certification Form
Date: q sews-0 PerMnthT .Amessor's mapTarcel
IO�cmngnnere VJUW 2' �11Qevl gnustcaiHcr:
Address: Address-
On Co` -901 In u,T,ve was issued a permit to install a
(date) (installer)//��
septic system at �3 0 V M /�.�t A*— based on a design drawn by
(ad ess)
Ce.►1 e, Q'I 0L f6t PE_I'IJ dated /
(desi r)
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 na accordance with State & Local Regulations. Plan revision or
certified as-Built by designer to follow.
�P'�a OF A&V)ILI'
DANIELA. '0
0 �:'_A
wtallees Signature)
No.46602
�. G/STEF�o�a'`
' � AL
(Designer's Signature) (Affix Designer's Stamp Pere)
PLEASE RETURN TO BA€NSTABLE PgJBI. C HEAi;In !DI`ISjQD?. CEFTIT+ICAT'E OF
n v�I ITiAAIr L NOT BE Is9klti3 upj.FL EOT� THIS x�O Al�D AS-I$UTI�T CARD ARE
RECErVE D By TE[E BAIeiSTABLE PUBLIC BEALTH DIVISION. T'HM4K YOU
a:Health/5eptidDesig-aer Certiucatiou Form 3-26-04.doc
ti F'
Town of Barnstable P Z-' ��_�___
)Department of Regulatory Services
It > tip Public Health D'visiMASS. on Hate
r�u.^�aC' 200 Main Street,Hyannis MA 02601
Date Scheduled `O//�`�j Time P Fee(1 d—�_
Soil Suitability .A.ssessment,�or Sewage Disposal
Performed-By: r � t�i7r V C+ Witnessed By: r3Uno Id Le•5/")Or-u tr/
LOCATION&,GENERAL INFORMAT N
Location Address 1,301 /Qw� 4.�e Owner's Name ti
w
r'7 (� Address 7
Assessor's Map/Parcel: 16'�' /R Engineer's Name �Vj L__ Care
NEW CONSTRUCTION REPAIR Telephone# �Q 4 ` k
Land Use: La w es Slo % y —
P ( ) surface stones \
Distances from: Open Water Body�f!��J ft Possible We[Area �I� �106
ft Drinking Water Well ft
Drainage Way > roo ft Property Une (O ft Other
ft
S1METCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands•fn proximity to holes)
2-
----Parent materitii Depth to Bedmck
Depth to Groundwater. Standing Water in Hole: Weeping from PIt Face
Estimated Seasonal High Groundwater Al A
DETERAUNAUON FOR SEASONAL.HIGH WATER TABLE
Method Used: /V C W r
Deptit Observed standing in obs.hole:
D 14, Depth to soil mottles.
cpth to weeping from side of obs.hole: In, Groundwater Adjustment
Index Well# Reading Date: index Well]oval Adj.factor— Adj.Groundwater Leval
' PERCOLATION TEST baU2 Ll/Il Tb.,,/U6'G )
Observation
Hole# S Tlmv at 9"
Depth of Perc Time at 6"
/f'r i rt#9'L'`'
Start Pre-soak Time @ t y r�•1 -- Time(9"-6")
l�•:((� 1�1-°Zs
End Pre-soak /
Rate Min./lach
Site Suitability Assessment: Site Passed l/ Sitp Palled: Additional Testing Needed(YIN)
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:\SEPTIC\PBRCFORM.DO C
DEFT-OBSERVATION HOLE LOG ]Bole#
Depth from Soil Horizon Soil Texture .Shcl Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders,
ansi3trn.y,%'Gravel)
-� L
DEEP OBSERVATION HOLE LOG Hole#
Depth from. Boll Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders. -
onsis en %G ve
-g' lock 3/2
7 �
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other•
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co i to o Q e
]DEEP OBSERVATION HOLE LOG Hole# 14
Depth from Soil horizon Soil Texture Soil Color Boll Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
^� Cos' tn
/0Y k
S-zZ L 5 to yR jy s-l06ra CrcAvet
M/Cs 25y7/L/
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes ._-
Within 500 year boundary No!/ Yes '
Within 100 year flood boundary No. Yes
Depth.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' V
If not,what is the depth of naturally occurring pervious matarial?
Certification
I certify that on .-// �Z (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 requited training,expertise and experience described in 10 CMR 15.017. y
Signature Datb
Q:M P'TICPRItCPORM.DOC
TOWN OF BARNSTABLE
LOCATION SEWAGE#
{VILLAGE Ce j+tr v7a t ASSESSOR'S MAP&PARCEL t,98 -7.Z,
INSTALLER'S NAME&PHONE NO.�Ot5 A .13row kJ MU Cep-43 3•{
SEPTIC TANK CAPACITY 1 SO 0 3 ecat
LEACHING FACILITY (type) C (( (size) 33.S X i2,A3 X�.
NO.OF BEDROOMS
OWNER I� J�J
PERMIT DATE: 'S-J-O J COMPLIANCE DATE:.-7
'ta3 tvw�
Separation Distance Between the: NrYNe
®A P er c-
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(Ifany 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 BYpvc \Jtpc.•�r�
�1301
A w-17
out=1 4,
14q.q
2 — 2°I,!o
�a m�
B A
OUT -34
y 7 �f
t
TOWN OF BARNSTABLE '
::OCATION k 301 2u vl,\05(7,Jak I SEWAGE #
VILLAGE Ca.iV CAV t 42 ASSESSOR'S MAP 6i LOT
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) —(size)—
NO,. OF BEDROOMS_3 _PRIVATE WELL OR PUBLIC WATER .v t
BUILDER OR OWNER L. Ou uq
DATE PERMIT ISSUED:
DATE COLIPLIANCE ISSUED:
VARIANCE GRANTED: Yes _No
�d
! s�
- d
powtt�
• (I
t
• �I
r� I
I�
1 .
N IESS
DRESS
i Ill
f
I
B H LITU
Roy L..Dupuy
1301 Bumps River Road
Ccntcr Mc,Man.02632
617-775-2215
k r
i
ALL SHALL
SYSTEM PROFILE MARK;DSTE WITHCMAGNETICTTAPE OR BE
1
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES Rote 2 S V/
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE 1. DATUM IS CONCRETE COVERS TO WITHIN 3" GRADE APPROX. NGVD ull r R .
\ 38.4' FILTER FABRIC OVER STONE
2. MUNICIPAL WATER IS EXISTING MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 6
PRECAST H-10 BLOCKS OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
RISERS (TYP.) Ao
2'� 4"0SCH40 PVC PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
,• : MORTAR ALL UNITS TO BE AASHO H-10
H-10
.•, PROP. TEE PIPES LEVEL 1ST 2' �4' COM ON(YP) 7' 4 e Road
ENDS SIDES NTS TO BE MADE WA TIGHT. c �%
33.0' S PIPE JOI TER s RJ f v
�*�35 10- 1500 GAL H-10 14." ,°�o�o a oeooa000.o gumPLocus oco '
TEE SEPTIC TANK TEE ° ° ° ° °• ° ° ° °
35.0 \Z4.75 ° ° ° ° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
°°°°°°° aaoaoo�000�� �ooaa0000aa °°°°°°°° WITH 310 CMR 15.000 (TITLE 5.)
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0°0°00000000 6" MIN. SUMP O >o°o°o°o° p p p p p p p p p p p p p O p p O p 0 0 0 'oo°o°000
GAS BAFFLE ::; ° ° ° ° ° ° o 0�00[����O�f� 00��001��0�� ° 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND
° ° °�° ° 12" MIN TNT. DIM. N >°o°o° °o °o°000.o
°°°°° aooaooaaoo�� oaa000aoo�o .°°°°°°°°
32.44' 32.27' °°°°°°°° 30.17' NOT TO BE USED FOR LOT LINE STAKING OR ANY cudder y
' °°°°°°°° °°°°°°° OTHER PURPOSE.
4 LIQ. LEVEL (ACME OR EQUAL) .':
�oo°°°°°°°°°°°°°°°°°°o°°°°°°°o°o°°o°°°°°°°oa� f L
° 000 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° H-10 500 GAL.- LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �
°0°0°0° °0° °0°0°°°°°0°0°0°e4�404�9n�o90°0°. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
(3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X r12.83' T 9. COMPONENTS NOT TO BE BACKFILLED OR o �J, Lodd
COMPACTION. (15.221 [2]) 5.1' CONCEALED WITHOUT INSPECTION BY BOARD OF
3.3 HEALTH AND PERMISSION OBTAINED FROM BOARD
( % SLOPE) ( 17% SLOPE) ( 1 % SLOPE) OF HEALTH.
D' BOX 12' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
FOUNDATION 27' SEPTIC TANK 13' FACILITY EL 25.0' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND
NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS WORK.
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ASSESSORS MAP 188 PARCEL 72
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
x�o`6 SHALL BE REMOVED 5' BENEATH AND AROUND THE
uAf � R,� PROPOSED LEACHING FACILITY.
TEST HOLE LOGS' 1 91 x�2 5G ER ROAD 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
X 3 .64 - 4 AND REMOVED OR PUMPED AND FILLED WITH CLEAN 2_9
ENGINEER: DANIEL E. GONSALVES, SE 1$
A- - _ SAND.
35 ' 33.42
WITNESS: DON DESMARAIS, RS R=553. 0g • 4.12 - -, 34.48
DATE: MAY 9, 2014 �,84 91.65'
3
PERC. RATE _ < 2 MIN/INCH 34 3 64 /
CLASS I SOILS p# 14374 LOT 6 34.41 3 SYSTEM DESIGN:
21,876 Sq. Ft. M
34.83 c� 01 H2 3
35.26
3 GARBAGE DISPOSER IS NOT ALLOWED
Q ELEV. Q ELEV. 35.55 10' EXISTING 4 BEDROOM DWELLING PER TITLE 5 REGULATIONS
0" 35.0' o'� 35.5 5.77 DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
A A 36 3 36 TH4 H3 USE A 440 GPD DESIGN FLOW
LS LS
(
37. 6
s; " 1OYR 3/2 10YR 3/2 PAVED DRIVE f' SrPTIG-TA�JK: 440= GPL� 2 = -88Q
8 8 3 O
)
B B 36.81 N O USE A 1500 GAL. SEPTIC TANK
LS LS 36. 37 37.1 Q
18„ 10YR 5/4 33.5' 10YR 5/4 �� 12' LEACHING:
18" 34.0' 37.30 7.5 37.070 0. SIDES:2 (33.5 + 12.83) 2 (.74) = 137 GPD
PROVIDE
Exlsr. DWELL. CP CLEAN-OUTS BOTTOM 33.5 x 12.83 (.74) = 318 GPD
37.62 TOP FNDN. _
C C
PERC ----- ELEV. 38.4' C.O. TOTAL 614 S.F. 455 GPD
M/CS M/CS GARAGE INV. OUT x 37.23 USE (3) 500 GAL. H-10 LEACHING CHAMBERS (ACME OR EQUAL)
SLAB EL. 35.9'
C WITH 4' STONE ALL AROUND
2.5Y 7/4 2.5Y 7/4 43
�.
r 38 -
37.68
37.87
g�.83 BENCH MARK - CORNER OF
25.0' 120" 25.5'
\ PATIO �S CONC. PATIO. ELEV.
120
NO GROUNDWATER ENCOUNTERED 3 5
39
CO CP MA
M x 38.02 APPROVED DATE BOARD OF HEALTH
ELEV. � ELEV.
36.0 0" s 0" 4 36.0' 39.17_ 9 ' 38.20
A A ��ARDE (�.
LS LS ?9. �� 9 39. � .00
1OYR 3/2 1OYR 3/2 0" AF, x 39.189. 39 N TITLE 5 SITE PLAN
H
8 8" 39.21 3 39.69, �� OF
B B xx k39.2i�
LS LS 39.71 Ix 3)�x259.25
PL ,DTI"` 18 1301 BUMPS RIVER ROAD
22„ 1 OYR 4/4 34.1' 22" 10YR 4/4 34.1 _- x 39.52
Ao CENTERVILLE
X 39.08 /
C C PREPARED FOR
PERC .82 x 39.44 40.
M/CS M/CS SHED 40.11 ROY DUPUY
40 GARDEN /
2.5Y 7/4 2.5Y 7/4 51 ! /40.66
-( MAY 9, 2014
ri ��SN OF rr lss Asa �jy°q5`=, off 508-362-4541
x 39.64,
41.3 GARDEN 4 \�
� }g,,,. n h I fax 508-362-9880
A / 7 a DAN!ELA �r DANIEL `� ���
7 i 'SW� \, downcape.com
OJ."I-A A.
120" 26.0' 120" 26.0' / G34JiLp C):1°,LA v • •
x 41.51 , , Rio.46502 r;4,o.4.0J20 down cope e/!8'1Ilee/YI18, 14C.
STEF °�` �_ ,� �'�� %z civil engineers
F
Scale: 1"= 20' 2�07, / 5��[►� S craAt � � n ° f, land surveyors
41.49 l ���� f A-
939 Main Street ( R to 6A)
�_®9 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
x 41.8•