HomeMy WebLinkAbout0058 EAGLESTONE WAY - Health 58 Eaglestone,=Way '
Cotuit
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Massachusetts Department of Environmental Protection
Bureau of Resource Protection
Well Completion Reports
Well Driller
Please specify work performed: Address at well location:
New Well Street Number: Street Name:
58 EAGLESTONE WAY
Please specify well type: Building Lot#: Assessor's Map#:
Irrigation 054
Assessor's Lot#: ZIP Code:
Number Of Wells: 009007 02635
CityfTown:
Well Location BARNSTABLE
In public right-of-way: GPS
f"Yes t"No North: West:
41.62943 70.42120
Subdivision/Property/Description:
Mailing Address:
click here if same as well location address
_................._............................_......................._....._......_.._..........._.............................
....
Property Owner: Street Number: Street Name:
MICHAEL COHEN 58 EAGLESTONE WAY
City/Town: State:
Engineering Firm: BARNSTABLE MASSACHUSETTS
ZIP Code:
02635
Board of health permit obtained:
r Yes C Not Required
Permit Number: Date Issued:
W2020033 09/28/2020
..........-.........................................�..........�..
Massachusetts Department of Environmental Protection
�. : Bureau of Resource Protection Well Driller Program
Well Completion Reports(General)
Well Driller - General Well Form
DRILLING METHOD
Overburden Bedrock
Auger Choose Bedrock
WELLLOG OVERBURDEN LITHOLOGY
I I Drop in drill I Extra fast or slow Loss or addition
1 From(ft) ;To(ft) Code j Color Comment
j stem ;drill rate of fluid
20 Fine To Coarse S Brown �Fast f"Slow
I YES NO Loss Addition
i... ................__............._...._
>!" ( r f-
20 "30 Fine To Coarse S;.! i i Brown 1 i s r Fast r.Slow
YNV .-"". �;= YES NO Loss Addition
I ........ ._. _._... f r I t" C' I
(30 50 [Medium Sand I ?"Brown + (. t'Fast Slow
Lam— YES NO Loss Addition i
.............................................
i
I
i
50 60 Medium Sand j;Brown Fast( Slow
YES NO i _�.__ Loss Addition I.
................................._:,
...... � j _.. ..._..._ � i..Y 11
E60 !165 (Fine To Coarse S + i Brown � 1 1" Fast�Slow I
ES NO ;._ .. Loss Addition
I
L" WELL LOG BEDROCK LITHOLOGY
....................._..............._........................................................................................_......_........_-----------------._.__..._....__........................_...................._.... . . .............._._......._.................................................................... ...............................................................................
j I 1 Loss or Extra
Drop in Extra fast or 'Visible Rust
From(ft) To(ft) Code j Comment addition of Large i
drill stem I slow drill rate Staining
I I fluid Chips
I
(" Choose Code " '
F.stSlow Loss A
ADDITIONAL WELL INFORMATION
Developed L�•Yes (`No Disinfected f:Yes t}N�
Total Well Depth 65 Depth to Bedrock
Surface Seal Type (None � ffracture Enhancement Yes t%No
.....................................
CASING Is Casing above ground?
......................................................................._...._...................
:From To Type Thickness Diameter Driveshoe
61 Polyvinyl Chloride Schedule 40 � Yes
SCREEN j No Screen
.................._.... ..............................,....._...._............... .........._......................................................................_.........._......................................................................................................................_...........................................................................
.......
From To I Type Slot Size j Diameter
61 65 Stainless Steel Well Point 0 012 4„�
WATER-BEARING ZONES i DRY WELL:
............_._..__..... __..._.._......_.................. ..
From To Yield(gpm)
PERMANENT PUMP(IF AVAILABLE)
Massachusetts Department of Environmental Protection
Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
2 Wire Constant Speed
Pump Description � Horsepower
Submersible 3f
Pump Intake Depth(ft) 60 Nominal Pump Capacity(gpm) 15
ANNULAR SEAL/FILTER PACK
From To Material 1 Weight Material 2 Weight Water Batches Method Of
..........__._...........-_.............. - ....__............_.. ..............._................._.._............__...................._................. .........__......._....... _........_...._......... ........... ..
(gal) (count) Placement
( j €Choose Material (Choose Material .: Choose One
WELL TEST DATA
Time Pumped Pumping Level(ft 'Time To Recover Recovery(ft
'Date Method Yield(gpm)
i (HH:MM) BGS) (HH:MM) BGS)
11f12f2020— Constant Rate Pump 12 01:30 45 00:01 44 �
WATER LEVEL
Date
;Measured Static Depth BGS(ft) Flowing Rate(gpm)
11f12/2020� 44 � 12 - �•
COMMENTS
WELL DRILLERS STATEMENT
This well was drilled or altered under my direct supervision,-according to the applicable rules and regulations,and this report is complete
and accurate to the best of my knowledge.
WILLIAM Supervising Driller DESMOND,
DrillerURQUHART Registration#. 877 Monitoring[M] Signature PATRICK,
DESMOND WELL
Date Job Complete
Firm DRILLING INC. Rig Permit# k 0551 11/19/2020
NOTE:Well Completion Reports must be filed by the registered well driller within 30 days.of well completion.
I
ENMOTECH LABORATORIES, INC.
MA CERT. NO.:M-MA 063
8 Jan Sebastian Drive Unit 12
Sanrhvich,d1A 02563
(508)888-6460 1-800-339-6460
FAX(508)888-6446
Client Name: Desmond J-Vell Drilling Location:
Address: PO Box 2783 58 Eaglestone Way
Orleans, MA Cotuit,MA
02653 Lab Number: DW-204340
Collected By: DWD Date Received: 11/12/20
Sample Type: Well Specs: Irrigation Depth 65,Static 44
< Locrt/ton Source � a3 a Date Collected: Time Collected `� � Coinntents �' _ `�''��.R�
,.: 'A 11/12120 13 30, q k a
Analysis Requested Units Recommended Limits Analysis Result I Method jDateAnalyzedl Analyzed By
Total Coliform CFU/100mL 0 0 SM9222B 11/12/2020 CD @ 14:30
pH pH units 6.5-8.5 6.07 SM 4500-H-B 11/12/2020 SD
Specific Conductances umhos/cm 500 116 EPA 120.1 11/12/2020 SD
Nitrite-N mg/L 1.00 <0.006 EPA 300.0 11/12/2020 SD
Nitrate-N mg/L 10.0 0.07 EPA 300.0 11/12/2020 SD
Sodium mg/L 20.0 19 EPA 200.7 11/19/2020 KB
Total Iron mg/L 0.3 0.07 EPA 200.7 11/19/2020 KB
Manganese mg/L 0.05 0.123, EPA 200.7 11/19/2020 KB
Comments:
pH is below recommended limit and may have corrosive characteristics.
Over a lifetime,the EPA recommends that people drink water with manganese levels less than 0.3 mg/L and over the
short term, EPA recommends that people limit their consumption of water with levels over 1.0 mg/L
All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met,
unless otherwise noted at the end of a given sample's analytical results.
We certify that the following results are true and accurate to the best of our knowledge.
Water meets EPA standards and is suitable for drinking for parameters tested.
r
Date 11/19/2020
Ronald J.Saari
Laboratory Director
BRL=Below Reportable Limits "See Attached Page 1 of 1
°Certification is not available for this analyte for potable crater samples..
No. ;�O;)O d 33 Fee
BOARD OF HEALTH
TOWN OF BARNSTABLE
01ppYicatiou _for Yell Cougtrurttou Permit
Application is hereby made for a permit to Construct bql, Alter( ), or Repair( ) an individual well at:
Location-Address Assessors Map and Parcel
M: C%-NN2� WLkm , Cg6A I MA oZ635
Owner A ess
-Q)-8 oy. 2e14�3 Oct ,r,s ¢� oz653
Installer-Driller Address
Type of Building
Dwelling
Other-Type of Building �,I No. of Persons
Type of Well ��. ,� 0A LIO C y �+ Capacity -
Purpose of.Well
Agreement:
The undersigned agrees to install the afore described individual well in accordance with the provisions,of the
Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the
well in operation until a Certi ^ate of Co pliance has been issued by the Board of Health.
Signed
Da e
Application Approved Byef��
Date
Application Disapproved for the following reasons:
f I 77 2 q Date
Permit No. W d 7,3 Issued ( '
Date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Compliance
THIS IS TO CERTIFY,that the individual well Constructed Qa), Altered( ), or Repaired( )
by �Q.S tVnb4 W Q.l l
c i Installer
at `.J� 'EMAA SS -OYq. \r��t �TIJ�i
has been installed-m accordance with,the ovisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No.W o;�0 6 3 3 Dated I -)�'� O
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
No. 20;0 b 33 Fee
BOARD OF HEALTH t
TOWN OF BARNSTABLE
01ppYicatiou -for Veer Cou5tructiou Permit '
Application is hereby made for a permit to Construct(4), Alter( ), or Repair( an individual well at: -
'.5 :�y\eso�ri�.W 05Li�ao�t
`+ Location-Address -J Assessors Map and Parcel
A , MA 0zZ 35
Owner 1� Address "
� ,���L � .y•� a�. 213 . cJ Q2-(.53
Installer-Driller Address
T e.of Building
g
Dwelling '
` Other-Type of Building ' No. of Persons r
Type of Well. � s� \ O " L .. _
Capacity <i -� CPVN' , .w
Purpose of Well �`C cc�C► i "
Agreement: y
The undersigned agrees to install the afore described individual well in accordance with the=.provisions;of the-- - -
Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the
well in operation_unti'l a Certificate of Compliance has been issued by the Board of Health.
f Signed. s' 1 U ZAZz
ale
Application'Approved By l[/lL�� r✓` the _ .� 440, `
Date
Application Disapproved for the following reasons:
Date
Permit No. �0 2 0 _5 33 Issued
Date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Compliance
THIS IS TO CERTIFY,that the individual well Constructed(1), Altered( ), or Repaired(
by �.Q..S t'�nQ4 V V Q.k C i„ Yoq
_j Installer
at
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No.l,,J;o9 0�-633 Dated . q -.)A-3 0
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
- - ---- ---------------- --------------------------------------------
BOARD-
OF HEALTH
TOWN OF BARNSTABLE
Yell Cou.5tructiou Permit
g. ..NO;W 20" x0 Fee
kk Perm-ission-is hereby,granted:to
Installer
I". _
to Construct(►4), Alter( ), or Repair O an individual well at:
No:
e.s .' Street 22 x
as shown on the application fora Well Construction Permit No ���� 03 Dated 'z5
Date 0 Approved By !
}�r�c'-y:eS !S.-%•w 9* :+r,?r a r?'Y,i:: ' ,..a e.. '?c t...Mir,.a.p.,.?, ....5'^Y S.Py.r"s- . r wa „ r.r .a..y,..K,.y.;.,an-.i,-.+`•.re3-.: r,.>.. ..... r. a,, v, +.:+d'.. Y'...M,.x. i�
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YANKEE SURVEY CONSULTANPO BOX 265, 40INDUSTRYROAD, MARSTONS MILLS,
(508)428-0055 FAX. (508)420-5553
Date:March 18, 2004
To:Barnstable Board of Health
RE:Lot 5 Eaglestone Way, Cotuit
Soil test
A representative from this office witnessed a soil test five feet below the septic system
being installed by R&H construction at Lot 5 Eaglestone Way, Cotuit, on December
10, 2003. The soil was medium sand and consistent with the two soil logs noted on the
septic design plan dated revised May 20, 2003. No groundwater was encountered.
Sincerely Yours,
Bruce Murphy, R.S.
CC. R &H Construction
TOWN OF BARNSTABLE EC-
LOCA ON SEWAGE # '20101 -
VILLAGE 0.aJ 1 �l'I/1�-ss ASSESSOR'S MAP& LOT t rl 7
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 0,.Af lex4 7 15e"6,Aj(size)'�V iE✓� Jos®
NO.OF BEDROOMS
BUILDER OR OWNER 3
PERMUDATE: - d COMPLIANCE DATE: i 2 1 LO
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
fi-%- 37,5 13-1-/6 i
4-2- 3I.® B,2-aS:z
#1-3 36, 9 13°-3-0-0
y 13-4 go.lp
5(2,y 13-5-qg,c
4.4- y2•7 8-6-S6,o
A'?-yyay ,0
7
F
No. Z 7 FEE __
Board of Health, NIA.
-7' APPLICATION FOP, DISPOSAL SYSTEM CONS UCTION PERMIT
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) - Complete System ❑Individual Components
Location Owner's Name -
Map/Parcel# - , Address r%/
Lot# �GJ : S"y—f--7 Telephone#
Instal er's Name e
Address Address
Telephone# Telephone# e
Type of Building Lot Size 0000 sq.ft.
Dwelling-No.of Bedro ms Garbage grinder
Other-Type of Building No.of persons Showers (-),Cafeteria ( )
Other Fixtures
Design Flow (min.re fired) gpd Calculated design flow o � Design flow provided gpd
Plan: Date 1I Number of sheets Z. Revision Date
Title 7`
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator 7 c5ilL.1-0 k,41J Date of Evaluation t&ZAD
DESCRIPTION OF REPAIRS OR ALTERATIONS
DESIGNING ENGINEER MUST SUPS RVIC.:
ii`dv
THE Y i S ( STRI^:T
^,CCORD' SCE TO PLAN,
The un signed afire to' s e above cribed Individual Sewage Disposal yste in accordance with the provisions of TITLE 5 and
fur r ees to t pl e e eration until a Certificate of Com 'anc�ghas een issued by the Board of Health.
Sig ed Date (1
�- /,?,Ao,�r�
d
I
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o. /�i°�1;,rZ F c t i� "� � �, E' '
AMO
CO
Board of Health,-- 5 '7619Lr_ MA.
-A� *"APPLICATION FOP, DIS-POSAI SYSTEM CONSTRUCTION PERMIT
Application for'Permit to Construct Rep�r( Upgrade( ) Abandon( ) - Complete System ❑Individual Components
Location I �f r Owner's Name
Map/Parcel# ;(�Q Vt/r Address .
Lot# Telephone#
Instal er's Name . ® e
Address Address
't f/
Telephone# Telephone# ./yO°' �✓ /'� d
Type of Building c,7 Jam' ^ / / /' Lot Size c sq.'ft.
Dwelling-No.of Bedro ms I Garbage grinde ({ ,
' Other-Type of Building No.of persons Showers (-),Cafeteria (. )
Other Fixtures
Design Flow(mtri x.uired y�, " gpd Calculated design flow Design flow provided gpd
w 1�7, )
Plan: Date /� Number of sheets �" Revision Date
#ry Title
Description of Soil(s) 2 «'
f; Soil Evaluator Form No. 'F_-�Nam'e of Soil Evaluator ► It4IJ Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
.1 �-
� - t.
s ,
r The un ersigned afire to ipis e above cribed Individual Sewage Disposal yste in accordance with the provisions of TITLE 5 and
i
further agrees to o p ice/ e/t m peratiionu"rti^l'a`Certificate of Com 'anc has been issued by the Board of Health.
Sig ed AVV, ( A. Date /
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44 e
y j
:-
zF
NoZRZ— FEE
COMMONWEALTH OF MASSAC14USETTS
r t
e Board of Health, /J ; tV e,G.. MA. _
CERTIFICATE OF COMPLIANCE
Description of Work:' ❑Individual Component(s) (Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed),Repaired ( ),Upgraded ( ),Abandoned ( )
t by:
at �b
has been installed in accordance with the provisi' s of 310 CMR 15.00 (Title 5) and the approved
rd design plans/as-built plans relating to
S (
application / s Z dated :",,,� . Approved Design F1 w gpd) '
Installer t g 1
Designer: Inspector: c � Date: /i711
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. Vyy/ Z / FEE
Board of Health FAQtj /.9 MA.
INSTALLATION AND CERTIFY IN VV ITIIINGI,"
DISPOSAL SYSTEM CONSTRUCTION PEA JU R-TEM A PLAN INSTALLED IN STRICT
DANCPermission is hereby granted to; Construct Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at G6 G4—S LJ. U,1411 (``V Ak"'t as described in the application for
Disposal System Construction Permit No.1.40/S—0 dated
Provided: Construction shall be completed within three years of the di tc c-f this permit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co'Boston,MA Date 1? NIr Board of Health .
i l -
6u TOWN OF BARNSTABLE EC.
LOCH ON SEWAGE # FOO/
VILLAGE C� 8 1 1�YI% sS ASSESSOR'S MAP & LOT ��✓�
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) f
:NO.OF BEDROOMS
BUILDER OR OWNER
PERMTTDATE: S @ COMPLIANCE DATE: i 2 D
Separation Distance Betweenpe�
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by
j-
P-l- 37,5 1301-/6
ft 2- 3/.6 8 2 ds,z
4-3-.36. 9 13 3-VS-O =00
A-4-ij. y 13-4 y0.re
4*(-y!•] 8s�-s6.0
8-7,6y,0 y J 6
/25�01
Notice: This Form Is To Be Used For the Repair Of Failed �-
Septic Systems Only
P Y Y
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM
hereby certify that the engineered plan signed by me
Z001
dated ,concerning the property located at
fD
meets all of the
following criteria:
•- This failed system is connected to a residential dwelling-only. There are no commercial or
business uses associated with the dwelling.
• The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes
per inch. The applicant may use historical data to conclude this fact or may conduct
preliminary tests at the site without a health agent present.
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• The bottom of the proposed leaching facility will be located no less than five feet above the U
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the
Frimptor method when applicable] /
Please complete the following:
A To of Ground Surface Elevation(using PIS information
P � g )
B) G.W. Elevation +adjustment for high G.W. _
DIFFERENCE BET EN A and B
SIGNED : DATE:---------------- v
NOTICE
Based upon the above information,a repair permit will be issued for bedrooms
maximum. No additional bedrooms are authorized in the future without engineered septic system
plans.
q:health folder:percexmp
• • --.. ..�: . : x'v,� rCtc►;ULA'1'ION 'I`1?8'r AND OBSERVATION PITS
i 0CAT of S - Eagles.tone' .Way
No.'
VtL:L11 qI3 �• 'Cotui • • »7'
DATB2-15-90
11PPLICIINT Will Everitt
it!?[3 �5100�00 _
kDDRBSS ?.0. Box 1340-C'ot6i,t ' > t
TBLBPHONB NO. (Non-ref
IN(11NL�BR•.Bax .( ,
TBLBP
I10
' ter & Nva. fines �/p Si��l1 i NB N04 _ ,
k
)ATB SCJIEDULBD
._ ............ ...
(nPpIlcant's S(gnature) —
\SSusolt"B,.MAP,Ck LOT NO, C�5`' C�O% ]
i SOIL Loa
:UB-DIVISION NAME
DATB ".r + �� rlrtB 1 CU�V-A
WANSION ARB1I:,YBS NO
LiNG1NEEIt
OWN 1VATBR PRIVATB WBLL
BOARD OF 11,13ALTI1
B X C.'/1'Y L\I O R
KBTCIIr, (Street name e'tc
., dlmenslona of lots.exact locatlon of test holes n"A percolation tests;
locate .wetlands In proxlmlty to test holes).
NOTBSt
� A
� � ) t l _ ter✓ ``� f
1 t . J t
s
M
LE NO�s EL V TION: TEST HOLE No
ELEVAT1011 :
3: 3
5 L
8 . . g + LZoV•1 �cQ (.
12 13
14 J <'
14 1
FOR SUB-SURFACE . S
LEACHING, F(W11GE a I
F IELU L 11CIIING .P,Ix`5
LE11CiIING TjtEN.cIlES
LE' FOR SUB--S•URFIICE SEWAGE. REASONS:
NcIXNEEIItINCI �L11N5 !'1US'r SIR NU!!1�>;It. 1155IC�1JEll Utt. pl✓IlC TEST111,p.LXV1'
I.IUN
i COMPLI3�'ED ZN ENTZJtE'I'Y B
RET 1�i� 111t�11EU"'''1� UUI1ItU OF HEALTHHEALTHI1INED BY. 11PPLICANT
. M
EACLE
POND co
LOCUS
SB/DH
1 9G' O r
LOT 4 92 _ e 9 ^__��
BENCHMARK A.M. 54/9-6 / /i' ORTK
Top OF WATER VALVE N
EL=100(ASSUMED) 278 65t g0 / BAY
EA GLESTONE / ��o LOCUS MAP
WA Y 511°09 30 PLAN REF. 465/73
OF PA1yENT `SOp- / ZONING: .,RI,..
80 GROUNDWATER PROTECTION• "AP"
76
N32?3 ��"� �• f Dj
/ / D'SSIGNING ENGI "ER M!JST SUPEa.V::_
` W LOT 5 . 1's:�TALLATION AND RTIFY IN %N Ji e :0
A.M. 54 9-7 TKO SYSTEM WAS IN 1rJ
\` o�``` PERC o ��. \` AREA=84,318f SF :��OI�a ,I�tcE TO PLAN.
TP
o• �`� /
�, o 0SITE AND SEWAGE PLAN
�° j0 EgSTINGCONSTR•
N_ HOUSEUN ER.986 joo / / PROJECT LOCHT/ON
T.T.O. LOT 5 EAGLESTONE WAY
co- y6.e 2T.7 jeo ti� / , COTUIT, MA.
LOT 6 7 4.
A.M. 54/9-8 i / / / ��0 APPLICANT.
KEVIN McSHEA
/
101 E A.M. 54/10 YANKEE SURVEY CONSULTANTS
Wllies,,I OF P.O. BOX 265
I •., UNIT 5, 408 INDUSTRY ROAD
•' Q�Z� �...... �� sRucE y MARSTONS MILLS, MA. 02648
• �.,,..,• . 9c -o o s .
F'AUL -�� o G. PH.(508)428-0055 - FAX(508)420-5553
/ = A. v MURPHY N
No.749 SCALE: 1"=40' IDA TE.• 7/11 01
MERITHEW
\ / NO.-32Q98 Q a S+gN1,r1 ��P� REV. REV 5/2%3
' CB/DH 4"......• A • Joe No. 52809 W S 1 HEET OF 2
FSn pp AA ` �
EL. = 98.6'
j TOP OF FV UNDATION
4 20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC
p MIN. PITCH 1/8 PER FT 2 LAYER OF
/ i � . � i / / � • � i / / / i —7/-7 / � � . � CONCRETE COVER
WASHED S719NE
s" MAX ' MAX • • . . / EL=90.0
4" SCH 40 PVC PIPE
B" HA 8 A.1�
EL = B9.6 (OR EQUAL MINIMUM W "
PI7rH 1/4 PER FT w
FLOW LINE CLEAN SAND � — MAX
20' EL —87 0'
INVERT\_ lZN 14" �20•� 000 00000000000 0go0o
EL.= 88. 75 _ INVERT LEVEL
0 0 0 0 0 0 0 0 0 0 0 0
c o a o
BAFFLE' _88 0'GAS 6 SUM o0 00°o 0 0 0 0 0 0 0 0 0 0 o 0°S 0 —84.5'
BOT OF FROST WALL INVERT EL.---_ INVERT INVERT o 0 EL.—
EL.= 88.25' EL.= 87.25 EL.= 87 0 _ 4• 4 rew
(7V BE PLACED ON Fl" BASE) DB—9 DISTRIBUTION (4) 500 CAL LEACHING CHAMBERS
MECHANICALLY COMPACTED OR B" of S7VNE BOX EL.=86.5 """'"" `¢
GALLONS 71D BE WATER TESTED IzX 42' TRENCH FCJRMATION ^AfI J ^
SEPTIC TANK IF MORE THAN ONE OUTLET w pr 'e
PLACE ON 6" s719NE SOIL ABSORPTION
DOUBLE WASHED S719NE SYS TEM (SAS) + 66
PROFILE OF bv,6� X
SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV. = 87 5 s s"
NOT TO SCALE REAR ELEV. OF LOT = 74.0
OBSERVATION HOLE 1 PERC HOLE EXCAVATE 5' BELOW S.A.S. TO VERIFY
ELEV.=_ 97 5' PERC. RATE _ MIN./ INCH CLEAN MEDIUM SAND.
DEPTH TEXTURE DEPTH TEXTURE 11SMIGNING ENGINEER MUST SUPE "N S7
"r LATION AND CERTIFY IN l^':
0-24" FOREST LOAM DATE OF SOIL TEST: z/27/9 -_
t�.�.. �Y STEM WAS INSTALLED l:d :,T C-.4C'S'
AND TOP 36" PERC BOARD OF HEALTH: E. BARRY-RDANCE TO PLAN.
GENERAL NOTES ENGINEER: P. SULLIVAN
4'-120" MED. SAND; EXCAVATOR: J. AALTO
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _BARLNS'TAB_LE____ RULES AND P#7533
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NO WATER
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO ENCOUNTERED
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" SOIL TEST
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULA TIONS:
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . . . . . . . . 5
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO
BE MORTERED IN PLACE. INSTALL- TOTAL ESTIMATED FLOW 550 GALIDA Y
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH (4) 500 CAL LEACHING CHAMBERS ( Il0__GAL/BR./DA Y x __5__ BR.)
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO WITH 4' STONE ALL AROUND REQUIRED SEPTIC TANK CAPACITY 1500 GAL
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12.8' X 42'
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6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA ATIO CONTRACTOR SOIL CLASSIFICATION . . . . . . I
IS TO CALL "DIC— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS EXCAVATE 5' BELOW SA.S. TO DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . 74 GALIDA Y/S.F.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS VERIFY CLEAN MEDIUM SAND. LEACHING CAPACITY (AREA X RATE) 560 CAL/DAY
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . . . 560 CAL/DAY
8) PARCEL IS IN FLOOD ZONE___'C"------ (42XL2.8X 74)+(42+42+12.8+12.8)X2X. 74)
9) LOT IS SHOWN ON ASSESSORS MAP _54_ AS PARCEL _9-7__. JOB NUMBER__ 5,2609W _____
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