HomeMy WebLinkAbout0140 WATERFIELD ROAD - Health WATERFIELD ROAD
Osterwille
A 10: 019 001
TOWN OF BARNSTABLE
LOCATION 140 t J11tJ 3 � SEWAGE# ,2 0 41- 0Q,
k VII I;AGE �J�l l ASSESSOR'S MAP&PARCEL / 00
_ INSTALLER'S NAME&PHONE NO. �B NCL G0.1J;S (c/- 1:5'o$ j�39&-
SEPTIC TANK-CAPACITY
LEACHING FACILITY.(type) ;L-S®0ctr-,1JW(191"\0 (size) °j a S- X 2_
NO.OF BEDROOMS 3
OWNER lz u-CZ. -CJ ST
PERMIT DATE: 3—`q— ( COMPLIANCE DATE: R( aA/
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
f}
IA) 44
,- 19
14
� 1 -
4
1W
No. �W) "Q t Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
�fppliration for Nsposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(Y� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �-(o WGi�e �e Owner's Name,Address,and Tel.No.
OSCer-viIto wo-mer bvT�j'Z'Q�ssT
Assessor's Map/Parcel Ot '�pa l L CC -V,, COA (�U
Installer's Name,Address,and Tel.No. X083@Z 3966 Designer's Name,Address,and Tel.No. •S49-&6- 33/1
�cv s hr-jer f
8 'Pend ST. o6.-r-' 1. 'P o hex q�t E.s v�tl w k c� o 3
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 'f3-1S"6/ sq.ft. Garbage Grinder(/Vp
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) -930 gpd Design flow provided 311ol.025 gpd
Plan Date fj�i. /7 oZ O/�7 Number of sheets CZ Revision Date
Title /
Size of Septic Tank_/,$b6 GoTl Type of S.A.S. S566 G�1. CA1gM 02S
Description of Soil_45 QCr I&I
Nature of Repairs or Alterations(Answer when applicable)? e lS 015 ^ -1 A a fdbO Ci 6r
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 3
Application Approved by �_ Date
Application Disapproved by Date
for the following reasons
Permit No. -2 f t7 0 Date Issued
��;;, � ii, ��•ll d I
No. �I — DC�2. �i Fee
`. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
lojiratiolt for ]Disposal 6pstem Construction Vermit
Application for a Perrin Construct( ) Repair(/;� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
+.Location Address or LotNo. \L(v (, cZre r Owner's Name,Address,and Tel.No.
' USTer-vi1�� 1-uG.ITer LvT�T��s'r ,
Assessor's Map/Parcel \\ U l 0 v 1 4 i'U��CCA \,A 40 /
Installer's Name,Address,and Tel.No. Sob•334 3965 Designer's Name,Address,and Tel.No. SO&-&0— 33//
�1 vC DC_r r-t A A t\H-ler
�61%i Sl USTe,Vt�Ic E'b' JOX 4$1 E.S n LjitC'1 0 '3
Type of Building:
Dwelling, No.of Bedrooms Lot Size sq.ft. Garbage Grinder(A/p
Other Type of Building i No.of Persons / Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3o gpd Design flow provided 3ya .a�S _ gpd
Plan Date / 2 0/�J Number of sheets j Revisiontt•Date -�
Title ✓ "
Size of Septic Tank /.TOO Cog Type of S.A.S. �To o Git/• ('A r1,y cPS
Description of Soil AS Dcr 41fgy
r �
Nature of-Repairs or Alterations(Answer when applicable)v tY►�f t t'I F X ST C O�fl 00�5 '=u S C._I I r5L�6 G r)
.\�.i —50 C1 Z c
Date last inspected:
/
Agreement: '
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date
Application Approved by �— Date S 11117
Application Disapproved by Date
^` for the following reasons
t
Permit No. ,.,D 17 z Date Issued
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(keT Upgraded( )
Abandoned( )by j�Nnprl cblyS I
at 0 SIN rut 1 Ic has been constructed in accordance
with the provisions of Title 5 Iand the for Disposal System Construction Permit No.9ni l-1-06 2dated' 3/q 7
Installerl�,cc- hC._r_ �1't Sit:r Designer
#bedrooms 3 Approved design flow 3 ya.,?S gpd
The issuance of this pe it s o
4/2all
f be construed as a guarantee that the system ill functio�'�de designed.
Date ? /J Inspector
No.�.n �7 06 2 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
]Disposal .pstem Con$trUttlon :DPrmlt
Permission is hereby granted to Construct( ) Repair(1/) Upgrade( ) Abandon( )
Systern located at 1 H C)
CJsiecv �� e
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:Construction must be completed within three years of the date of this permit.
s
Date ri I Approved by
i
i
Regulatory Services
Richard V. Scali, Interim Director
• snxivsrnsta,
MASS. Public Health Division
1639• ��
AF6.39. Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644
Fax: 508-790-6304
Installer& Designer Certification Form
Date: Sewage Permit# 06 a. Assessor's,MapTarcel I 00 t
Designer: AIz iZ� fz 2IMP-qe(4k tW Lbstaller: ru c t
Address: ?•D.-S pX Q B� Address: ?n
FA!� <S OXV_,;�Cti. MA, 001537 Os ler-U- [r, VIA. y3,,6�^
On 3-`R- t1 �s mcr-VtQ-CjDl�s ct r was issued a permit to install a
(date) (installer,,) rr
septic system at \LA o l� r-� e� ICc�,. based on a design drawn by
(address)
u��. dated l
?, 0 r+�.-
- ~ (designer)
A r
r l4 c ,
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. Strip out (if required) was"inspected'and the soils
were found satisfactory.
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 with State& Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out (if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the IAA approval letters(if applicable)
`4
(Installer's Signature)
} ,r Z
(Design 's Si ature): (Affix Del r' t' ` p e '
�YLE"AE TO B STABLE PUBLIC HEALTH D' ICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
i
,a
NOW, THEREFORE, ',A,) R<-r JJ . t does hereby place the
(owner's name)
following restriction on his above-referenced land in accordance with his
agreement with the Town of Barnstable Board of Health, which restriction shall
run with the land and be binding upon all successors in title:
1. 1 L� ��er �e J may have constructed
(address)
upon the lot a house containing no more than (3) bedrooms.
U,j A 1.+,-,— 1J, L ofiZ agrees thatthis shall be permanent deed
(owners name)
restriction affecting located on MA, and S
being shown on the plan recorded in Plan Book , Paged .
Or on Land Court Plan
For title of see the following deed: Book- '/c , Page
_ . Or Land Court Certificate of Title Number
Executed as a sealed instrument P, day s
Owner's signatu
Owner's signature
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
, ss
20
Then personally=Ie above-named
known to me to be the person who executed the foregoing instrument and
acknowledged
the same to be free act and deed, before me,
04'"'�"'h4 TAAA A MAXWELL
(_ �°� < Notary Public
'�yy!I � Commonwealth of Massachusett
�..;. „ Notary Commission t;c.ites Jan.16,2026'
Publ,lic
My commission exp es:
date)
C:\Users\Decollik\AppData\TyogaldMic ,¢o8\Windows\Temporary Intemet Files\Content.Outlook\2PIOIDHR\DEED Restrict
Sample.DOC {., , BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register
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166 42' LEGEND OSTERVILLE
-` -- ; PROPOSED CONTOUR LOCUS
® PROPOSED SPOT GRADE
EXISTING CONTOUR TA
+ 96.52 EXISTING SPOT GRADE
i
Tv j w W— EXISTING WATER SERVICE ov0
® TEST PIT
SCALE: 1"=30'
NORTH
1 .. M BAY
LOT 5 \
` AREA = 43561 sf+—
PLAN BOOK 494 PACE 27 \ \ -
LOCUS MAP
ASSR MAP119 PCL 19-1
-
\\\ 36. LOCUS INFORMATION
PLAN REF: 494/27
TITLE REF: 28108/007
PARCEL ID: MAP 119 PAR. 019/001
ZONING: "RC"
\ \\ FLOOD'ZONE: "X"
\ — \ COMMUNITY PANEL: 25001CO544J DATED:07/16/14
\\ L SEPTIC SYSTEM
4 l e REPAIR PLAN
. ® � �•, `\ � LOCATED AT: '!
36 140 WATERFIELD ROAD
BENCH MARK
PAINT SPOT ON
ty5'
— 7 OSTERVILLE, MA.
coNc PAD CORNER 3 1 PREPARED FOR
` USGS DATUMTUM ASSUMED 37 ` '�.30• WALTER L_ U TZ TRST
%\ \\ \\2 c�o� Q 3'
\\j
\` \\ bo ti' GENERAL NOTES: FEBRUARY 17, 2017
1 " 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Of
O \ CEO \ BOARD OF HEALTH AND THE DESIGN ENGINEER. - �� MqS
Q� s9
sGb / t�ov ,��G i i 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
T OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE G
LOCAL RULES AND REGULATIONS. D RY
tj
\ ' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
\ -34 DESIGN ENGINEER.
i I � •
i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERINGO
10 ft S FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �STL`'
\ O % ENGINEER BEFORE CONSTRUCTION CONTINUES. NI TAR�p�
10 z.ri ► 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
4 1 \\ N 1 { 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
oo � � 1 �� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
�1 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
T;DRAINDRAIN -�z C 2p f i ii ,i 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
1g ' oA
` Z V i e 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED MEYER & SONS, INC.
/ ��PtEa`\N�, SEPTICITANK TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
�. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �/
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING P.O. BOX 981
WATER-&� \ i i� ,� �' CONSTRUCTION.
GATE \ "�D I - i 0: EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. EAST SANDWICH, M A. 02537
O GAS f1 / i % / ;' .' 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PH: (508)360-3311
T GATES 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY FAX: (774)413-9468
3a 12a p. 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. meyerandsonstitle50gmail.com
i 35 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
`UTILITY �,� _ �3 3g I WWw.me erandsons.com
3g 15. ALL PIPING TO BE 4" SCH 40 ® 1/8/FT (UNLESS SPECIFIED) Y
Q PQlt;.lT 39 - —
SHEET 1 OF 2 J 1807
} r
i ;
ELEV. TOP I .
FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
(Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (35.5)
= 40.66 F.G.EL: 38.0
F.G.EL: 36.50 F.G. EL: 35.5
f/ MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
.D
r ° F.G.EL: 35.50 �: 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
• . STONE OR FILTER FABRIC DOUBLE WASHED STONE
6"
4" SCH 40 PVC
10„I 6 (MIN. ®®123E3E®®®
TEE'S ARE TO BE 14, INV.33.5071
S- 1% ) ®®®®®®®®®®®
4" SCH 40 PVC 2 EFF. DEPTH ®®W®®®®®®®®
:•::':A::. INV.34.50 INV.33.30
4' 2 X 8.5' 4'
GAS PROPOSED DB-3 EFFECTIVE LENGTH = 25'
EXISTING OUTLET BAFFLE
.. . ... .. .. DISTRIBUTION BOX
INV. 36.58 INV. 34.75 INV. ELEV.= -32.50
PROPOSED 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���`� OF �qss BREAKOUT
OUTLET TEE AS MANUFACTURED BY AR � ELEV.= 33.50
TUF-TITE, ZABEL, OR EQUAL M E. TOP CONC. ELEV.= 33.50
�V 140 " INV. ELEV.= 32.50 R0911 E3 0 ES
GO
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING L E3 E3®
PIPE INVERTS PRIOR TO CONSTRUCTION Rf�/� O ®®®®®®®Z
2) TANK AND D-BOX SHALL BE SET LEVEL AND SNITAR��'a I BOTTOM EL.= 30.50 ®®®®®®®
TRUE TO GRADE ON A MECHANICALLY COMPACTED L�yj F3.75' T 5 FT. 3.75'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN °�
310 CMR 15.221(2) SEPARATION 5.80 FT. EFFECTIVE WIDTH 12.-5'
3) INSTALL INLET & OUTLET TEES W/GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE
SOIL ABSORPTION SYSTEM SECTION
BOTTOM OF TESTHOLE EL: 24.70 � (SECTION)
` (500 GALLON LEACH CHAMBER)
SOIL LOGS DESIGN CRITERIA
P#. 15262 NUMBER OF BEDROOMS: 2 BEDROOM EXIST./3 BEDROOMM
DATE: FEBRUARY 7, 2017 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR ' = DESIGN FLOW: 330 G.P.D.
'GARBAGE GRINDER: NO (not designed for garbage grinder)
Elev. TP-1 Depth Elev. TP-2 Depth Elev. TP-3 Depth Elev. SEPTIC TANK:
TP-4 oeOth 330 gpd x 200% = 660 gpd, USE PROPOSED 1,500 GAL. SEPTIC TANK
35.95 O A - 0" 35.95 0" 35.70 0"
LOAMY SAND 0 A 0 A i 35.70 0 A 0" (330) = 445.94 S.F.
LEACHING AREA REQUIRED:
LOAMY SAND LOAMY SAND LOAMY SAND 74
35.23 toYR 3/2 8" 35.23 tOYR 3/2 8" 34.62 1OYR 3/2 13" tOYR 3/2 e e B 1 34.62 B 13" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND STONE ON ENDS & 3.75' STONE ON SIDES: 25' L X 12.5' W X 2'D
10YR 5/8 10YR 5/8 10YR 5/8 { 10YR 5/8
32.87 C 37" 32.87 37" 32.62 37" BOTTOM AREA: 25 x 12.5= 312.5 SF
C C t 32 62 C 37" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
PERC TEST pERC TEST TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
(e ® EL. 31.10 MEDIUM SAND MEDIUM SAND ® EL. 3105 MEDIUM SAND MEDIUM SAND DESIGN FLOW PROVIDED: 0.74 462 S.F. = 342.25G.P.D. 30 G.P.D. re d
2.5Y 6/4 2,5Y 6/4 2.5Y 6/4 2.5Y 6/4. ( ) G. . vs. 4'
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
24.95 132" 24.95 132" 24.70 132" 24.70 132"
PERC RATE < 2 MIN/INCH IN TH-1 PERc RATE < 2 MIN/INCH IN TH-3 140 WATERFIELD ROAD, OSTERVILLE, MA
NO GROUNDWATER OBSERVED No GROUNDWATEROBSERVED Prepared for: Lutz
Engineering and Survey by: SCALE DRAWN
• I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM
to conduct soil evaluations and that the above onalysisl'has been performed by me consistent with the PO Box981 DATE CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October. 1999. E4STSANDW/CH,AfA02537
508-362-2922 02/17/17 DMM 2 of 2
i
I Bk 3270_06 P9 :157 4-9041
Cc` 02-21-2020 of 02 0 05i�
WHEREAS, �„JP � t� JZ of
(owner's na e)
(address)
is the owner of 40 LJ e located
(address)
at `�
MA (hereinafter referred to as
and being shown on.a plan entitled "Subdivision of Land in
MA, Property of ,
et al,
dulyrecorded in Barnstable County Registry g ry
of
Deeds in Plan Book i �/ , Page
Or on Land Court Plan Number
WHEREAS, L-✓1 z as the owner of said lot has
(owner's name)
agreed with the Town of Bar
nstable Boar
d of Health to a restriction as to the
urn
_ ber of bedrooms which can be included in any home built on
said lot as a
n pre-condition to obtaining a disposal works construction permit in compliance.
with 310 CMR 15.000 State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage;
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to
granting a disposal works construction permit for a,septic system in compiance
' with 310 CMR 15.200, State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing
the issuance of a building permit for the construction of a single family home on
this property, is requiring that the agreement for the restriction on the number of
bedrooms in any house constructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document,
deedr
13
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t6=2:__ — LEGEND OSTERVILLE
PROPOSED CONTOUR LOCUS
-�— 1 ® PROPOSED SPOT GRADE
II �' —— 98 -— EXISTING CONTOUR N �.
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE O
1 TEST PIT
SCALE: 1"=30'
NORTH
BAY
LOT 5 `
AREA = 43561 si+- \
\
PLAN BOOK 494 PAGE 27 \ \
ASSR MAP119 PCL 19-1 LOCUS MAP
36 LOCUS INFORMATION
PLAN REF: 494/27
TITLE REF: 28108/007
11 \\\ LL PARCEL ID: MAP 119 PAR. 019/001
\ \ ZONING: "RC"
FLOOD ZONE: "X"
- _ \ COMMUNITY PANEL: 25001CO544J DATED:07/16/14
W \
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
TM-3 ` 140 WATERFIELD ROAD
BENCH MARK 36 L \
r OSTERVILLE, MA.
PAINT SPOT N ` 1 ® -4 �.� �2rj•
CONC 7. CORNER TN PREPARED FOR
37.67 '
USGS DATUM ASSUMED 37 \\\ o �.30, WA L TE R L U TZ - TR S T
II k\-2 N
\ \\ �00 n 35 \ \
\ \ \ FEBRUARY .,17, 2017
GENERAL NOTES:
3& `\\ �` '•\ LL - 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL k
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE �G
LOCAL RULES AND REGULATIONS. DAIRR.E
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLED PRIOR -
�\ \ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
--34 DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERINGO
i FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DEMGN 10 It r t
ri Q m p ENGINEER BEFORE CONSTRUCTION CONTINUES. �aa
r o
23s 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. `�NI TAR
4.1
u Ul \ I I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
/�� � r _1 I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
DRAIN" ' ` o Z r HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
ORAIN W z .' + �� it 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. DD,�,
o �-z S.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED MEYER C.X. SONS, INC.
E PROP. 1,5OR TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
C'\ N t�
SEari�c. j�_ S �I@�fAAK 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
' WATER
�f . '�1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING P.O. B 0 X 9 81
GATE PAID �;! ' °°"�"�'°" EAST SANDWICH, MA. 02537
Q, 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5.
0 GGASATE - "� y' �Qk -�I it. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PH: (508)360-3311
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY FAX: (774)413-9468
39
36 ,2a 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. erandsonstitle5 mail.com
_I mey 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
I UTILITY ` , - 38 37 15. ALL PIPING TO BE 4' SCH 40 0 1/8'/FT (UNLESS SPECIFIED) www.meyerandsons.com
IPOLE� 3g
SHEET 1 OF 2 J 1807