HomeMy WebLinkAbout0468 CEDAR STREET - Health 468 CEDAR* V. BARNSTABLE
A = 109 089
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310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
': 7s
15.242• I.TAR-Effluent Loading Rates
(1) The effluent loading rates set forth below are adjusted to account for the long term
acceptance rate(LTAR)of the proposed soil absorption system. The LTAR is limited in large
part by both the texture of the most hydraulically restrictive soil layer included within the four-
` foot zone beneath the proposed soil absorption system and the formation of a biomat based on
the strength of effluent applied to the soil. As such the effluent loading rates have been based
L=:.
on the strength of typical settled sanitary sewage and may be adjusted proportionately downward
a: = if the proposed effluent strength is determined by the local approving authority or the
� p typical sanitary sewage. Soil textural classes and soil types Department to exceed that of
_ comprising the classes are defined in 310 CMR 15.243 and 310 CMR 15.244.
EFFLUENT LOADING RATE gpd/sq.ft(cm/day)
PERC.RATE SOIL CLASS
i- (min.rinch) CLASS I CLASS II CLASS III CLASS IV
s5 .74(3.0) 0.60(2.5)
6 0.70(2.9) 0.60(2.5)
7 0.68(2.$) 0.60(2s)
y 8 0.66(2.7) 0.60(2.5)
:- ' 10 - 0.60(2.5)
15 - 0.56(2.3) 0.37(1.5) -
t„ 20 - 0.53 (2.2) 0.34(1.4) -
rN 25 - 0.40(1.6) 0.33 (1.3) -
'' 30 - 0.33 (1.3) 0.29(1.2) -
Loading Rate Criteria Listed Below Apply Only to the Upgrade of Existing Systems pursuant to 310 CMR
15.405(1)(c) or Systems Constructed pursuant to 310 CMR 15.417.
40 - - 0.25(l.0) -
<.
60 - - 0.15(0.6) 0.15 (0.6)
(2) Calculation of Effluent Loading Rates-Interim Rule. For Disposal System Construction
Permit applications filed prior to January 1, 1996,the Long Term Acceptance Rates(LTAKs)
effluent loading rates set forth in 310 CMR 15.242 based on the soil types and classifications-
specified in 310 CMR 15.243 and 310 CMR 15.244 may be used in the design of soil absorption
systems,if an approved soil evaluator acting either as the agent of the approving authority or as
the independent agent of the applicant has performed a soils evaluation for the site. Where there
has been no evaluation by an approved soil evaluator, the lower effluent rate listed for the
relevant percolation rate in the chart at 310 CMR 15.242 shall be used,except that the Class I
effluent loading rate of 0.74 gallons per day per square foot shall be used where the percolation
rate is two minutes per inch or faster.
<J I'
�33
12/l/95 (E
f
TOWN OF BARNSTABLE `3
Cl - SEWAGE
VILLAZE ,/y 2,41r> r-A.6/, e-ASSESSOR'S MAP &•LOT
INSTALLER'S NAME&PHONE NO. G=
SEPTIC TANK CAPACITY /o
LEACHING FACILITY: (type)41 f-0 0 c/-J±!S7::_(size) %6*,r Y 21 .�
NO.OF BEDROOMS_,
BUILDER OR OWNER 6 e A ti d/7o 2 d u,
PERMTTDATE: woe _,vCOMPLIANCE DATE:
Separation Distance Between the: e
"'`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 feeto leaching facility)-. Feet
Flunished by ✓/?
piny
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6
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r
11
«, PT. �c
� 6� FEE
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ASSESSORS MAP NO: MM®NW F �'ASSAC14USETTS
PARCEL N0: Board of Health,�`^� �,�l ,MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location g (� <� ,f' wner's Name d d�
Map;Parcel# L o /� oZ Address [
Lot# Telephone#
Installer's Name G e o Designer's Name
Address � W .G Address
Telephone# Q ,c Telephone# ��
Type of Building a Lot Size sq.ft.
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) gpd Calculated design flow Design flow provided gpd
Plan: Date Number of sheets Revision Date
Title
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OE REPAIRSOR�TERATIONS �
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees not to plac the ssyystem in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed % �� Date
s C '—� `2�r1r13
M
01
FEE e*t.)
C®MM®NW �FIT-G�SSACHUSUTS V
Board of Health, MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to ConstructO Repair( Upgrade( Abandon( - ❑Complete System ❑Individual Components
1f Location y g f Y wner's Name o A/ d �"
Map/Parcel# L. o I i J Address h ��
Lot# "'" Telephone#
Installer's Name cl—c- e 4 G f j z Designer's Name .A f
Address w G Address 7 /4
0�6a D 1� 6 /• k/- 4 P!9 d v�
Telephone# — c G c Telephone#
Type of Building Lot Size sq.ft.
Dwelling-No.of Bedrooms Garbage grinder
Other-Type of Building No.of persons Showers ( ),Cafeteria O
Other Fixtures
Design Flow (min.required) gpd Calculated design flow Design flow provided X gpd
Plan: Date Number of sheets Revision Date
Title
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation ( ,I
DESCRIPTION 04 REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed r��(.1� .,._ _"".."^ Date�z�i�2 ,Y a
Wsper*6ns
r
`No. eO '67 1 ( `FEE ` `
COMMONWEALTH Of MASSACHUSETTS
Board of Health, 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 ( )
by:
at
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application 0 dated P k`W4T.Wroved Design Flow (gpd)
Installer
Designer: Inspecto _r / '►4t Date:.
The issuance of this permit shall not be construed as a guarantee that the system will function as,, esigned.
No. 20"/ ' / FEE eV
COMMONWEALTH OF MASSAC14USETTS �
4 Board of Health, 4-44� MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair( ) Upgrade(k) Abandon( ) an individual sewage disposal system
at 1 � `� '/•� �/ �' / � as describe-d in the application for
Disposal System Construction Permit No. '�/,gated
Provided: Construction shall be completed within three years�of[le date of this permit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date,"%4•
I
TOWN OF BARNSTABLE
p i 4 P SEWAGE #,9ei r LOCATION ._;��CZ.��'.��..-�-� .
VILLAGE- A2' 0-4J9 )l,fo�( Xe- ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. G d
SEPTIC TANK CAPACITY / J
LEACHING FACILITY: (type)/-/ ,LO O G- A! CA-1 size) -j-� ,?li'
NO.OF BEDROOMS--
BUILDER BUILDER OR OWNER 6l 6� Al
PERMTIDAT'E: A abf COMPLIANCE DATE: "
i Separation Distance Between the:
i 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 facili Feet
'ty
Furnished by 4+- -t�'Z'�LY /�?'L •�`
I r) I
I
i
WN OF BARNSTABLE
LOCATION GG 1*��� 6644'C SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. `Z �> Ger : y �9Ptc
SEPTIC TANK CAPACITY /Uva .Q
a
LEACHING FACILITY:(type) /:2 S (',�-Lj (size)
NO. OF BEDROOMS •� RIVATE WELL R PUBLIC WATER
BUILDER2Qy€-
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
� '�
.. �3�C�£��� �c��SG� �
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THE COMMONWEALTH OF MASSACHUSETTS �1
BOAR® OF HEALTH
............CWV........ OF................. .............2-L7S A 1. --------------------------------------
Appliration for Disposal Works Tonstmurfloo Funtit
Applicatio is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System : LC
............... •• . -•--•��;GQt ..... e......
c tion- res§ or Lot o.
sr
a � 7��-�.Q .......ljwner !!S// ®. / (O� !? e �..!._/'.1/�
----------•--- _
Installer Addr ss
� Type of Building Size Lot________________________ __ q. feet
Dwelling—No. of Bedrooms............................................Expansion Attic (00 Garbage Grinder (L))o
a
p•, Other—Type of Building ......... .............. No. of persons............................ Showers ( ) — Cafeteria ( )
Q' Other fixtures ............................ .
---------------------------------
W Design Flow................. .........................gallons per person Rer day. Total daily flow........................._................._gallons.
1:4W tj
Septic Tank—Liquid cap
y_P;.gallons Length._IA- __ Width.. �' ._ Diameter-_!? A .... Depth_._�_�?_.
x Disposal Trench—No. _... .k...... Widthro�.._...... Total Length...........��.�..... Total leaching area................:.sq. ft.
Seepage Pit No......�S----------- Diameter.................... Depth below inlet..."'-____...... Total leaching area....4.11.....sq. ft.
Z Other Distribution box ( ) Dosing tank ( ) * ?Ca- P,T-
aPercolation Test Results Performed by.___...... A?. .-_k.&,?12_...0.1.r._........... Date.......................................
Test Pit No. I-----A�_-----minutes per inch Depth oT Test Pit---�,..1_�:''..11__ Depth to ground water.._...��!`?>✓_.
Li, Test Pit No. 2_.....12.._..minutes per inch Depth of Test Pit____......IV..... Depth to ground water_._�.��N
Ix ----------------_----•-------------------.-------------- A -s--------- 1
O o,z� 3,5 s
Description of Soil ------•-- j �' +4�....- !'� �4' } S •O }
U ►11�c1 Tf I L ...._ ,o nsb--'�11.1't' W . .phA `S,----------------------
UW . --•--•-------------------------------•-----------•----•-------••--------••----------•---------------•----------------------------------------------••- --:.•---••......--•------------•-------
Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________
-•---------------------------------•------•--------•-------•------------------------..........----•-------------•-----------------•----•--- ............................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System,.m accordance with
the provisions of I ITL LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be..en . d b theb of health.
--Signed----- - -------
............................. _..._
.P - Date
Application Approved By v .-- ^ ate-��
Date
Application Disapproved for the following reasons:---•---------------------------•----•-----•-----------------.....--------------------•-----•-------------••----
Date
Permit No.--------9 C/.. ....`1:-21
-/-!,........... Issued......................................................
Date
�a
�i
'ENO... .. ! . Fizz..............................
* 1 THE COMMONWEALTH OF MASSACHUSETTS
BOAR OF HEALTH
.'.................. ..........OF...................................:.
ApplirFation for Disposal Works Tonutrn.rtion Prrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: 1�1 <' L 4 w
j 19—lion-tre s � or Lot o. f§
C 6.>., t.. 4> 'Z.R '�`
...................................... ••-•---... - .....-
_ wner V,gddr s
L.
Ms
...................... ....... ...._ ------
Installer Address n x'%1 F--
Type of Building Size Lot____________ ___________Sq. feet
�. Dwelling—No. of Bedrooms............................................Expansion Attic ( 1 Garbage Grinder ('-gip^
'4 Other—Type T e of Building ""` No. of persons.........................:. Showers'
a YP g ---------------•-----------• P - ( ) — Cafeteria ( )
a Desi Flow............................................ allons er erson e�r d) Total derail 1 ow_____________..
lm � Y ..--ga -- s P r person
,P �y....- A y�� �.�.,�, gallons,<
Other fixtures ..............
WSeptic Tank—Liquid capaicity_F.-P�•..gallons Length.--•-.•___.__•_ Width................ Diameter__f��i-"_._.. Depth_.l ' '...
x Disposal Trench—No._...:_.F'-...... Width.................... Total Length........ s3.-_-_ Total leaching area .. ..._�__*._sq. ft.
Seepage Pit No..._..�.........._ Diameter...... Depth below inlet.._%���'........ Total leaching area.. = __.....sq. ft.
Z Other Distribution box ( ) Dosing tank
~" Percolation Test Results Performed by.._..____, �iW A- � � �°� �._........_. Date.............. t
aTest Pit- No. L....s ......minutes per inch Depth of Test Pit.. �"__I_ .;�_ Depth to ground water_._ l l�'�'�
GT, Test.Pit No. 2......!_2r._._minutes per inch Depth!of Test Pit---------I ----- Depth to ground water.___-r„�,________________
x -------- --•••-
Description of Soil w c s �, x, < c' ' 1�`
U .._______...= jVSh l :l.--•--'-t--4`-3 xJ°.�}.�^'__ �4 o i.�aa? F .---. ..�-u�R)•oyt"I"A..............................................I
1 9 --•--•----- _._.....--_
W
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
Agreement:
The undersigned agrees to install the aforede ribed Individual Sewage Disposal System in accordance,with
the provisions of 1I.IE 5 of the State Sanitary de�> he der rtl:er agrees not to pla -�
operation until a Certificate of Compliance has b en,issued b he Boar' iea h
P P t .
Signed...................................................................................... ................................
_ ate
Application Approved By............ .: ---------------------------------
Date
Application Disapproved for the following reasons:----•---------••....................•--•-----------------------------------------•••--••---•-•••-••--••-_-••••-
..................••-••••--------._._.._...--•--....-•--•-----•---•-.......---••---•----.....------....-•-•------------•----••-------•-••----------•-•---•••---••-------------•--••-----•...----.._.._._
qq ! Date
PermitNo.......... --- -q.y............... Issued--•-----•---•------ ................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
O ` BOARD,I&F-"'�_
........I.............................OF.................................................................................
(Intifiratr of Tontpfittnrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (>c' or Repaired ( )
by......................
�7- Installer
at........... ._ __(.__,_ ._._ .-• - "--........-•. (/?ram^ -------------------------------------------------------
beenhas
with the provisions of
installed
for11DisposalcWorkseConstruction Permit iV'o.IT ,� of The state Sanitary dated - Code as described in the
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE...................I....•.9......� ................................. Inspector......4.r�............................................................
,-y THE COMMONWEALTH OF MASSACHUSETTS
l GRLt BOARII�� �t"TFi* 10
..........................................OF.....................................................................................
No......................... FEE*................
.......
Muvos ) � �ntrt�rtion rrntit
Permissio is l&ebyDgqhted _,__._._ .__..?� �`-- __.1�, �;____ .
1 ..............................
�: . ��
to Construct ( ) or Repair ( ) an Individual Sewage Disposal Syst �/(�� � � � Cad
atNo.. - 'F � --------------------------•---------. .....J
Street q
as shown on the�pplicat`on (D�isposal Works Construction Permit �_____`__�"""1 Dated..........
.......................................... }} ......................................
B d o`f e�alth
DATE.................................-..............................................
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
No. +-: Fee----
� � '� `�
AR HEALTH TOWN OFBARNSTABLE
Applicat ion-*rVer[ Con0ruct ion Permit
A lication is hereby made or a permit to Construct (X Alter ( ), or Repair ( )an individual Well at: t
Location — Address Assessors Map and Parcel
O er Address
-------—---W-x-z-----------— ------------ --------------------------------------------------------------------------------------
Installer Driller Address
Type of Building
Dwelling----------------------------------------------------------------
Other - Type of Building---------------------------------- No. of Persons------------------------------------------------
r/
Type of Well-------_I-------------------------------- ---
Purpose of Well----------------------- -- - -- ----------
Agreement:
The undersigned agrees to install the aforedescribed 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 rtificate .of Comp l' nce has been issued by the Board of Healt .
Signe �te—�/
Application Approved By---- ----- - -- ---- -- -— -- -
date
Application Disapproved for the following reasons: —------
-----------
------------------------ ----------------------------- - -- --------- ---- ---
date
Permit No. ---------- -- --------- Issued--- -- =--------------_—_ --- — -------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed,�>4, Altered ( ), or Repaired ( )
by------- --------------------------------------------------- - - -- - - =---------—--
Installer
at-------/.-.ds7 — -` `r _ �_ t- -- - - - -
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. ' ` _-- /
�-- - Dated-----------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE-------------------—-—-- - -- ---— -- Inspector------------------------------------------—- - ------------
w''+t �t.,ry'Y `li. `�YryY.��diS f Y 'y r�`/}�f4�f ^rynl 1 ;!d/� ti!7°�Tif Y' -•rygtiv+7r»r��q7�yd 1«r�� .7nJF69k(�nC� �4 ..la-(�rtra-. r .. `
: r
.
N(?.- -- - - ;.� Fee----2-�----------
U L.1 BOARD OF HEALTH r
TOWN OF BARNSTABLE
Application-*rVell Con!6truct ion Permit
made for a permit to Construct (�, Alter ( ), or Repair ( )an individual Well at:
Application is hereby t
f Location - Address Assessors Map and Parcel
i
---
OiVer y Address
t -
4 �- - ------- - -------------------------------------------------------------------------------------
Installer - Driller Address
Type of Building `
Dwelling------—--------------------------------------------------------
' Other - Type of Building --- No. of Persons----------------------------------------------
�1
1 Type of Well- -- ----------- - - ---- - — Capacity--------------------- - --
Purposeof Well----------------------------------------- ---------
Agreement:The undersigned agrees to install the aforedescribed 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 rtificate .of Compli nce has been issued by the Board of Healt .
t �7Signe �.c,JL- -7 -------- - --
d to '
Application Approved By—
date --------- �,
Application Disapproved for the following reasons:----------------- =--------------------------------------
------------------------------------------- ----------------
-------------- ----- ----------- -
date
Permit No. --------- ------ —--- Issued— "----------- ---------------- ---— -------------
date
----.- , _ +�vxa� .,..ea.�o-.o.'oo�wm^�=�sw:.�..-w�.,._,.na._.o�.a...r.�� �c.�:+�a�s.w.r•.a.a.�-w.ov+..�...o�s
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed ( , Altered ( ), or Repaired ( )
! Installer
j Aid-
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.
g PP �-. �---�--l.Dated'----------=-
. ----- �4�.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
}
SYSTEM WILL FUNCTION SATISFACTORY.
DATE- ---- ----- -- — - - -- -- Inspector---------------------------------------------- - -------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Well Con5truct ion Permit
No. - -- Fee---
Permission is hereby granted- —_ -------- - -------------- -- --
to Construct ( ); Alter ( ), or Repair ( ) an Individual Well at:
No. - - -�=--- ----- - -- = — - , - - - - ---
- ---------------------
Street
as shown on the application for a Well Construction Permit
No. ---------- -- --- - --------- — - - Dated--- -= " I- ---
----
----------------
--------------- -; ----------------------------------_-. ..-..
oard of Health
'E DATE---- - - '"�L�— -- -
l
a• Departmen�t of Environmental Managernent/Division of Water Resources
a � i
WELL COMPLETION REPORT
WELL LQCATI N GEOGRAPHIC DESCRIPTION
Address —
, t� N S E of
!leer/ (circ
City/Town r 66 Czn.4t2 5
Well owner v U !road)
1 J
Address N S E . of
(mJ.in tenths! (circle) ,
Board of Health permit obtained: yes no ❑ intersect. w/ /(roe
co
WELL USE WELL DATA
Domestic Public❑ Industrial ❑ Total well depth a ft.
Monitoring❑ Other Depth to bedrock ft.
Water beanng roc /undaled material:
Method drilled p��",
Date drilled / Description �,�
Water-bearing zo
CASING r 1) From To
Type y � 21 From—To-
Length 25A, It. Diall.I.D.4--in.
3) From To
Length into bedrock AAA ft.
I If�� Gravel pack well:VO di..
Protective well seal:
Screen: dia.
Grout-0 Other Slott` /40 length from——/ to
STATIC WATER LEVEL(all wells) ��''''''''�
Static water level below land surfaced ft. Dat
WELL TEST(production weiis) .
Drawdown ft. actor pumps g _11r. '—U min.atdRd gpm
Howmeasured Recovery ) It. after_fir. '3�40 min.
o .
LOG of FORMATIONS COMMENTS
Materials
From To -
N Drille
o. Firm
At& Address
a City/Towri'.
Supervising Driller Reg`. `d
L4 4 F
I A /_J0
Signature of supervisingre s d we driller -
Ple„e Prior Firmly OARD:, OF HEALTH, COPY
..a ar•.,_ ... ..:-, s.H....� �cr,L��,.:,k.,.f sa+,d.t'°J*i,rws:S"...Yh,q�:n:. _ �"..,.ro�� L.u.,.,::.,w., .x.t7.im.,. ,s...'
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 . Sandwich, MA 02563
(508) 888-6460 . 1-800-339-6460
FAX(508) 888-6446
CLIENT: John Bourque LOCATION: Lot 2
ADDRESS: Cedar St.
W. Barnstable, MA
02668
SAMPLE DATE: 8-4-94
COLLECTED BY: Client DATE RECEIVED: 8-4-94
TIME: 7:00AM SAMPLE ID.: 2C
JOB TYPE: New Well WELL DEPTH: 85'/35'Static
4" PVC
FLOW: 20 G.P.M.
RESULTS OF ANALYSIS:
Parameters Units Recommended Result
Limit
Coliform bacteria/100ml (MF Method) 0 0
pH pH units 6.0-8.5 7.51
Conductance umhos/cm 500 193
Sodium mg/L 28.0 27.1
Nitrate-N mg/L 10.0 7.16
Iron mg/L 0.3 0.092
Manganese mg/L 0.05 0.009
Hardness mg/L as CaCO3 500 29.4
Sulfate mg/L 250 2.1
Potassium mg/L 20.0 1.01
Alkalinity mg/L 200 24.0
Chloride mg/L 250 20.2
Turbidity NTU 5.0 4.7
Color APC units 15.0 LT 1.0
Volatile Organic Compounds
(EPA Method 601/602)* - ug/L None detected.
COMMENTS: * See attached report.
Nitrate level should be monitored periodically.
Yes No WATER IS SUITABLE FOR DRINKING POSES FOR PARAMETERS TESTED.
xx � ' : ..
Date -
Rona id J. Seri
LT = Less Than Laboratory Director
• r '
GROUN13WATER
ANALYTICAL EPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
Lab ID: 8377-01
Field ID: 2C Batch ID: VG2-0433-W
Project: Bourque/Lot 2 Sampled: 08-04-94
Client: Envirotech Received: 08-04-94
Cont/Prsv: 40mL VOA Vial/HC1 Cool Analyzed: 08-09-94
Matrix: Aqueous
CONCENTRATION REPORTING ug/�)
PARAMETER (ug/L)
5
Dichlorodifluoromethane BRL BRL 5
Chloromethane BRL 5
Vinyl Chloride BRL 5
Bromomethane BRL 5
Chloroethane BRL I
Trichlorofluoromethane BRL 1
1,1-Dichloroethene BRL 1
Methylene Chloride BRL 1
trans-1,2-Dichloroethene BRL 1
1,1-Dichloroethane 1
cis-1,Z-Dichloroethene * BRL 1
Chloroform BRL 1
1,1 ,1-Trichloroethane BRL 1
Carbon Tetrachloride BRL 1
Benzene BRL 1
1,2-Dichloroethane BRL I
Trichloroethene BRL 1
1,2-Dichloropropene BRL 1
Bromodichloromethane BRL 5
2-Chloroethyi Vinyl Ether BRL 1
cis-1,3-Dichloropropene BRL I
Toluene BRL I
trans-1,3-Dichloropropene BRL 1
1,1,2-Trichloroethane BRL 1
Tetrachloroethene BRL 1
Dibromochloromethane BRL 1
Chlorobenzene BRL 1
Ethylbenzene BRL 1
meta-and para-Xylene * BRL 1
ortho-Xylene * BRL 1
Bromoform BRL 1
1, 1,2,2-Tetrachloroethane BRL 1
1,3-Dichlorobenzene BRL 1
1,4-Dichlorobenzene BRL 1
1,2-Dichlorobenzene
Q
C SURROGATE COMPOUND- SP?KED MEASURED RECOVERY - QC LIMITS
29 96 % 81 - 113 7.
a,a,a-Trifluorotoluene 30 33 112 % 83 - 117
1,2-Dichloroethane-d4 30
BRL . Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable
Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). .
- --------------------------------------------------------------------------------------------------------
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 • Sandwich, MA 02563
(508) 888-6460 . 1-800-339-6460
FAX(508) 888-6446
CLIENT: John Bourque LOCATION: Lot 2
ADDRESS: Cedar St.
W. Barnstable, MA
02668
SAMPLE DATE: 8-4-94
COLLECTED BY: Client DATE RECEIVED: 8-4-94
TIME: 7:OOAM SAMPLE ID: 2C
JOB TYPE: New Well WELL DEPTH: 85'/35'Static
4" PVC
FLOW: 20 G.P.M.
RESULTS OF ANALYSIS:
Parameters Units Recommended Result
Limit
Coliform bacteria/100ml (MF Method) 0 0
pH pH units 6.0-8.5 7.51
Conductance umhos/cm 500 193
Sodium mg/L 28.0 27.1
Nitrate-N mg/L 10.0 7.16
Iron mg/L 0.3 0.092
Manganese mg/L 0.05 0.009
Hardness mg/L as CaCO3 500 29.4
Sulfate mg/L 250 2.1
Potassium mg/L 20.0 1.01
Alkalinity mg/L 200 24.0
Chloride mg/L 250 20.2
Turbidity NTU 5.0 4.7
Color APC units 15.0 LT 1.0
Volatile Organic Compounds
(EPA Method 601/602)* ug/L None detected.
COMMENTS: * See attached report.
Nitrate level should be monitored periodically.
Yes No WATER IS SUITABLE FOR DRINKING POSES FIPR PARAMETERS TESTED.
XXX
Date (2 41
Ronald J. S ri
IT = Less Than Laboratory 15irector
i
GROUNDWATER
ANALYTICALEPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
Lab ID: 8377-01
Field ID: 2C Batch ID: VG2-0433-W
Project: Bourque/Lot 2 Sampled: 08-04-94
Client: Envirotech Received: 08-04-94
Cont/Prsv: 40mL VOA Vial/HC1 Cool Analyzed: 08-09-94
Matrix: Aqueous
CONCENTRATION REPORTING(LIgI T
PARAMETER (ug/L)
BRL 5
Dichlorodifluoromethane BRL 5
Chloromethane BRL 5
Vinyl Chloride BRL 5
Bromomethane BRL 5
Chloroethane BRL I
Trichlorofluoromethane BRL 1
1,1-Dichloroethene BRL 1
Methylene Chloride BRL 1
trans-1,2-Dichloroethene BRL 1
1,1-Dichloroethane 1
cis-1,2-Dichloroethene * BRL BRL 1
Chloroform BRL 1
1,1,1-Trichloroethane BRL 1
Carbon Tetrachloride BRL 1
Benzene BRL 1
1,?-Dichloroethane BRL 1
Trichloroethene BRL 1
1,2-Dichloropropene BRL 1
Bromodichloromethane BRL 5
2-Chloroethyl Vinyl Ether BRL 1
cis-1,3-Dichloropropene BRL 1
Toluene BRL I
trans-1,3-Dichloropropene BRL 1
1,1,2-Trichloroethane BRL 1
Tetrachloroethene BRL 1
Dibromochloromethane BRL 1
Chlorobenzene BRL 1
Ethylbenzene BRL 1
meta-and para-Xylene * BRL 1
ortho-Xylene * BRL 1
Bromoform BRL 1
1, 1,2,2-Tetrachloroethane BRL 1
1,3-Dichlorobenzene BRL 1
1,4-Dichlorobenzene BRL 1
112-Dichlorobenzene
QC SURROGATE COMPOUND" SPIKED MEASURED RECOVERY QC LIMITS
29 96 % 87 - 113 %
a,a,a-Trifluorotoluene 30 33 112 % 83 - 117 %
1,2-Dichloroethane-d4 30
BRL . Below Reporting Limit. * Non-target compound. Method f Ant19861Method 601 - Purgeable
Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix
i
- ----------------------------------------------------------------------------------------------------------
APPLICATION -FOR PERCOLATION TEST AND OBSERVATION PITS
LOCATION LoT Z C NO•�`Z` �\ �
VILLAGE lucs `k3czrnsrtabl� DATE
APPLICANT FEE 7S='
ADDRESS_ 4(0o Gam.- St-. West- TELEPHONE NO. (Non-refundable
ENGINEER_ fisgtVa R W,�sv" —t�16xK,-M24 UqC TELEPHONE NO. a2S-9131
DATE SCHEDULED No� wtlur 1, 14g9 la
Applicant' s signature)
• • • • • • • e o 0 0 0 0 • e • o e n o e e s e o • • • e e e • e e e • • • • • • e • • • e • • • • • • • • e e C e • • • • • • • e • e • • • e e • e • • • • •
ASSBSSOR'S biAP & LOT NO:
SOIL LOG
SUB-DIVISION NAME ` -Tr"CI161C.1,01 DATE t40v, ntxr 21 0R%} TIME 1a AN1
EXPANSION AREA: YES X NO ENGINEER:')'• •
TOWN WATER PRIVATE WELL X � �wrr� BOARD OF HEALTJ
YYYI EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location oftest holes and
percolation tests, locate wetlands in proximity to test holes )
NOTES:
or
.CeT'
S'o.
'90
Q .
ti
• by � �o
J M
Z �
• G'�.aa42 3T
PERCOLATION RATE: IZ ►rn�nllhel�
TEST HOLE NO: 9- ELEVATION: TEST HOLE NO: ELEVATION:
�- Topso /� -ro4r ;/ 1 %opoodl' S06sei/
2 slv.,y, S;/fy - -- 3 S�,„y sa.cWly 6-//
3
4 4Z° 4 it
5 C o vnpaat 5 0 �o rc
T"L
8 �J✓/ST,C/I s7 S 1i -I;*' 77��
9 9
10 10
11 1.1
12 (44, WaltrJ 1g4. 12 ((Al., G)aIrl) 144"
13 �� clq 11a lad 1 i:1z 11�1 1 13 �161�ryzlH�I►t�n�iu�U�l 1=1 I� 1-a1 ' I
14 14
15 - 15
15 16
SUITABLE FOR SUB-SURFACE SEWAGE: . LEACHING FIELD X,, LEACHING PITS "C
LEACHING TREN:CHE§ X
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
NOTE: ENGINEEIRING PLANS MUST SHOW NUMBER ASSIGNED .ON PERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH
COPY: RETAINED BY APPLICANT
ELEVATION OF
\ \\\ WATER AT BA SA
OF BOG 44'
,.o LOT 3A ss� W:
MANHOLE FND
o 322 7 6, �� 6} 66' �~ LOT 5
rn `9
� 20, WIDE
AGE
NT
DRA IN EASEME - �Q r� O r \ \\
�� > \ j,0 1 2
ALE-ND _ y6, �.5 , _ \ \ 0.81 + res $\ \
PT
{ \ \
CP
\. w-
w = T 10 \
EXIS TING
SYPTIC TANK \ G
a64
01,78� qH OF
Ives
Tl� \ JOHN� G
ELL `r o I_ N LEY
QC .. N H
w r N .
„ .�, Na 351M
8472• '0 � 4
LOT 53 a v Ex1 e5 5
---�
0
SITE PLAN
48 \ Op EXISTING PREPARED FOR
WELL �yti NOTES:
LOT 1 M/M JOHN D. BOURQUE
THE EXISTING .LEACHING PITS ARE TO of
BE REMOVED AND DISPOSED OF AT A
o LOT 2 CEDAR STREET
G� 5 - LICENSED LANDFILL 'IF THE RESERVE
G c 'y.-, WEST BARNSTABLE, MA
AREA IS CONSTRUCTED.
C>' `��`'�� ' THE TOPOGRAPHY, WELLS, AND OTHER J. E. LANDERS-CAULEY, P. E.
} CIVIL ENVIRONMENTAL ENGINEERING
STRUCTURES WERE LOCATED BY YANKEE P.O. Box 364 WEST FALMOUTH, MA 02574
LOT 52 . u' f SURVEY IN 1994. (508) 540-7733 ph. (508) 540-3022 ph.
- }'. 508 540 - 3344 fax
cp
a' ASS.#109-89 DATE: 05 23 00
3. SCALE: I" = 30' DRAWN BY: JDR
WELL JOB NO, 50466 SHEET: 1 OF 2
e
F.F. ELEV.=EXT'G
ELEV.=EXT'G
- ,. ��• " =7(24_
4"`CAST IRON OR ELEV.CONCRETE COVERS
SCHEDULE 40 P.V.C.
4" CAST. IRON OR
SCHEDULE 40 P.V.C. 12 IN.
DIST.=EXT'G 4" CAST IRON OR 3" LAYER OF
SLP.=EXT_'G SCHEDULE 40 P.V.C, SLP.=a-05- 1/8 -1/2-
FLAW LINE INVERT DIST:=64.0' CONCRETE COVER DIST.=15_6' v v
WASHED STONE
ELEV.= EX'T'G _ SLP.=0.02 . LNVERT — °-08080�0"08008080808080-0gogogogogo., o ° o"o"o o"o"b"o"o"o"o"o 0 0 0 ° o
ELEV.=FXZ�'t — r ELEV.='7`3_6� o°o°o°o°o°o°o°o°o°o°o°o° 00000000000000000000000000c
10" MIN. _o_o_o_o_o_o_o_o_o_o_o_o 0 0_0 0_ o o_ o o_o_o_�
GAS ELEV. __ _. C3' b d 8" o �' b v < 24" LAYER OF
obi rL�er"�TEHE °s eerFlE -- ELEV.=73.87 ®®®® O E3 0 0 0 000000000.
ELEV.=-- 0 0 0 0 .0 0 0 ®®®a®®®®®®® 0 0 0 /4" TO 1-1/2
DETERMINED BY THE LENGTH OF 0 p 0 p 0 p 0 p 0 p p 0 0 0 ®®®®®®®®®®® 0 0 0 0 0 O c WASHED STONE
U UID DEPTH OF LIQUID OUTLET TEE :DISTRIBUTION BOX n o�0 0 0 0 0 0 ®®®®®®®®®®® 0„o-0-o-0„0-0
(SEE THE TANK USED. DEPTH BELOW FLAW LINE ELEV.=71_62
.4 FEET.......14 INCHES IF MORE THAN 4' OF COVER. - --
s FEET........19 INCHES USE H-20 LOADING USE STONE 4 @ 500 GALLON LEACHING CHAMBERS
EXISTING 1500 GALLON SEPTIC TANK 6 FEET.......24 INCHES TO BE WET TESTED IF 8.50'x 4.83' WITH 3' OF STONE
SEE slo cMR MORE 'THAN` ONE OUTLET. TO LEVEL THE ( 27.7'
15.2.27 (s) 1 BED AS NEEDED. ON ALL SIDES
6TO OB E PLACED ON
F STONE OR: —
o s LEv = 44_0
MECHANICALLY COMPACTED SOIL BOTTOM of TEST HOLE OR usG PROBABLE WATER -TABLE.E
SOIL' TEST DONE BY: BAXTER and NYE
WITNESSED .:BY: ED_BARRY
P ------------7---
ERCOLATION RATE: _L2_-_MIN/INCH P# 453
TEST HOLE :1 DATE: 1112189 ELEV.PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. _ OTHER
SEWAGE DISPOSAL SYSTEM -
NOT TO SCALE ., TOPSOIL; UBSOIL ®6
0 -42 L '
SOON EY 1 TY
� N .
w. er
v L v'
GENERAL NOTES: 35101
I. THIS PLAN IS . FOR 'THE REPAIR OF .AN -EXISTING' SEWAGE DISPOSAL SYSTEM. COMPAC SILTY
NAL
2. PLAN REFERENCE Bk 274 P 33 .LOT 2 BARNSTABLE REG. OF DEEDS. 4,2 -144.
` g SAND TI WITH
z;. 3. THIS PLAN IS FOR THE INSTALLATION ./REPAIR OF SEPTIC `SYSTEM
AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. STONES . DESIGN DATA: .
4. ALL . WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E.P.
TITLE 5 AND 'THE TOWN OF BARNSTABLE RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF: SEWAGE. NUMBER OF BEDROOMS 1'H&EIi L __-
.5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TEST HOLE 2 DATE: i1L21(89_ ELEV:_75.0___ -
12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER GARBAGE DISPOSAL �E_(91-
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE
TOTAL ESTIMATED FLOW _.3D----- GPD
SAME, UNLESS NOTED BY FINAL- CONTOURS.: '
7. >ALL COMPONENTS ,OF THE SANITARY SYSTEM SHALL BE CAPABLE „ TOPSOIL UBSOIL ( 110- GAL/BR./DAY X -3- _ BR. )
OF WITHSTANDING H-10 LOADING UNLESS. THEY ARE UNDER OR O -4,z STONEY SILTY
WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SOIL SEPTIC TANK CAPACITY �QQ GAS.__
SHALL BE USED UNDER _OR WITHIN 10' OF DRIVES- OR PARKING ,
AREAS UNLESS NOTED: I
LEACHING AREA REQUIREMENTS
8. ANY M'ASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
SIDEWALL AREA 1;� 4 GAL./S.F.
BE MORTARED ` IN PLACE.. .
9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA _427(L__ GAL/S.F.
DEEDED OR ZONING REGULATIONS..• OWNER/APPLICANT IS TO 4,2"-144" CO�IPAC SILTY
SAND TI WITH
OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. LEACHING CAP.(BOT. :& SIDEWALL)_ 388 _ GAL.
10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF STONES ALL UNDERGROUND UTILITIES. PRIOR TO ANY EXCAVATION. RESERVE LEACHING CAPACITY _388_ GAL.
{{t APPLICANT: M/M JOHN 'D. BOURQUE DATE: 05/23/00
I SHEET 2 OF 2 JOB # 50466
\ D
WAT ER T BASE
E� \
\ \�\ OF BOG = 44'
.
-�--�
LOT 3A
f� MANHOLE FND _ 66' LOT 5
rn r
20, WIDE
GE SEMENT \\
DRAINA EA
O ALE ND 3 6' _ - PT \ \. 0.81 .+ res o.
Ar
c, \ EXISTING \ �v� �o
z S 'PTZ TANK I d,
64
io
HN
3 c
V 1 o DER u EY
W
No.
all-
LOT 53 a Ex1 B,5 572, \ \
48 SITE PLAN
EXISTING r7�
O� WELL yy NO.1 ES: PREPARED FOR
t . LOT 1 M/M. JOHN D. BOURQUE
THE EXISTING LEACHING PITS ARE TO OF
BE REMOVED AND. DISPOSED OF AT A
o LOT 2 CEDAR STREET
CMG 1� LICENSED LANDFILL IF THE RESERVE WEST BARNSTABLE, MA
AREA IS CONSTRUCTED:
�a THE TOPOGRAPHY, WELLS, AND OTHER J. E. LANDERS=CAULEY, P. E.
�n CIVIL ENVIRONMENTAL ENGINEERING
p9N� STRUCTURES WERE LOCATED BY YANKEE P.O. Box 364 WEST FALMOUTH. MA 02574
LOT 52 SURVEY IN 1994., (508) 540-7733 ph. (508) 540-3022 ph.
- 508 540 - 3344 fax
ASS.#109-89 DATE: 05 ,23 00
`r SCALE: 1" 30' DRAWN BY: JDR
XELL JOB NO. 50466 SHEET`. 1 OF 2
r
Y
F.F. ELEV.=EXT'G
_ I
20 MIN.
ELEV.=EXT'G -a,
4' CAST IRON OR. CONCRETE COVERS " ELEV.
SCHEDULE 40 P.V.C. f _
4 CAST*IRON OR
SCHEDULE 40 P.V.C. 12,' IN.
DIST.=_EXT'G 4'. CAST IRON OR 3" LAYER OF
SLP:=EX'I'�G SCHEDULE 40 P.V.G. SLP.=O,QQ� 1�6 .
FLAW LINE INVERT DIST.=64.0' CONCRETE COVER:.DIST.=15_.6' V v
ELEV.= EXT G _ SLP.= 0.02 INVERT ELEV.=7 62 °V°v°V°V°v°v°v°v°V°v°v°v°`090�ogo�o; ° ° og °o°000°o°o°o°o°o°�o°o 8HED 080E
----
ELEV.:=EX'LQ o 0 0 0 0 0 0 0 0 0 0 0
10 MIN. 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_o_o_o_o_o_o_o_o_o_o_o_o 0 0_0_0_ o o_ o o_o_o_�
GAS ELEV.= EXT'G a b O 8- O g- b v < 24" LAYER OF
E NG H of BA�tE --- = 73.87 =73:70 E30 ®®®® o 0 0 0 0 0 0 V. o
Hy L�,EE T ELE —" - ELEV.
oUTi.FT TEE Is ---- ---- O O O O O O O ®®®a®®®®®®® O O O O O O O -W�� TO 1-1N2
DETERMINED BY THE LENGTH OF OOOOOOOOOOOOOOO ®®®®®®®®®®® OOOOOOOOOOOOO.00 HED STO E
uoUm DEtYrH of LIQUID ouTL.ET TEE DISTRIBUTION ' BOX n.,o„o 0 0 0 0 0 ®®®630000 ®® o„o„o o„o, o„o,
THE TANK USED. DEPTH BELOW FLOW LINE ELEV.—71_62
cH T RIGHT 4 FEET .14 INCHES IF MORE .THAN 4' OF COVER.
S FEET 19 INCHES
USE H-20 LOADING USE STONE 4 500 GALLON LEACHING CHAMBERS
6 FEET...:.;.24'INCHES.'
EXISTING 1500 : GALLON SEPTIC TANK' sEE.sio cMR MO BE WET TESTED IF TO LEVEL THE (8.50 x 4 83') WITH 3 OF STONE 27.7'
1&227 (6) RE THAN :ONE OUTLET. BED AS . NEEDED. ON ALL SIDES .
TO BE PLACED ON
6" ,OF .STONE OR
MECHANICALLY COMPACTED SOIL. BorroM.O TEST HOLE:OR.USGS PROBABLE 'WATER TABLE ELEV
SOIL'; .TEST DONE BY: BARTER and NYE
WITNESSED .BY: _ED BARRY -----
PERCOLATION RATE: —12 __MIN/INCH P#' 7453
TEST HOLE 1 DATE: 1112189_ ELEV.-7fZ�---
PROFILE F HORIZON TEXTURE COLOR MOTT. OTHER
:DEPTH
SEWAGE DISPOSAL SYSTEM
NOT. TO SCALE ., TOPSOIL UBSOIL
O —42 ��O EY. ILTY -IL ®o�N
GENERAL' NOTES.
qg
1 wTHIS PLAN IS: FOR THE REPAIR OF AN EXISTING SEWAGE DISPOSAL SYSTEM. •� COMPAC SILTY
D�d�A4
42 144 ;
2 PLAN 'REFERENCE Bk 274 Pg 33 LOT 2 :. BARNSTABLE REG. :OF. DEEDS: - -SAND- TI WITH
..3.- THIS PLAN IS £FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM STONES
AND NOT TO 'BE USED FOR SURVEYING AND ZONING PURPOSES.
DESIGN DATA.
4. ALL :WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE .5. AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS. THBFJ __
5. ALL COVERS, TO SANITARY UNITS SHALL' HE: BROUGHT TO WITHIN - TEST HOLE 2 DATE: L1121189_ ELEV._75.Q___
12" OF THE FINISHED GRADE. GARBAGE DISPOSAL NONE_(9.�_---
DEPTH HORIZON 'TEXTURE COLOR MOTT. : OTHER ,
6. EXISTING ':AND:FINAL GRADES SHALL REMAIN ESSENTIALLY THE
TOTAL ESTIMATED FLOW ,3Q__-__ _GPD
r . SAME, UNLESS NOTED BY FINAL CONTOURS
.
7. IUL__ GAL BR. DAY X: BR.
ALL` COMPONENTS OF THE SANITARY SYSTEM: SHALL BE CAPABLE TOPSOIL UBSOIL / /, ---- )
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 0 -42 STONEY ILTY
WITHIN 10' OF DRIVES OR PARKING AREAS
. H=20 LOADING.
SOIL
SEPTIC TANK CAPACITY_ 1QQ SEAL__
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES. OR PARKING
AREAS UNLESS NOTED. # ' LEACHING AREA REQUIREMENTS
8. ANY MASONARY UNITS USED TO BRING ,COVERS 'To GRADE SHALL
r . BE MORTARED_ IN PLACE: ; SIDEWALL AREA 1��4_ .GAL./S.F:
9. NO 'DETERMINATION HAS BEEN MADE.-AS' TO COMPLIANCE WITH BOTTOM AREA r _427 -_ GAL/S.F:
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 42"-144 COMPAC SILTY .
SAND ,TI WITH ,
:OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. LEACHING CAP.(BOT. & SIDEwALL)_ 388 _ GAL.
10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF STONES. :
ALL UNDERGROUND .UTILITIES. PRIOR TO ANY EXCAVATION: �, RESERVE LEACHING CAPACITY _388___
GAL.
•
APPLICANT: M/M JOHN D. BOURQUE DATE: 05/23/00
SHEET 2 OF 2 IJOB # 50466
\ \\\\\\\ ELEVATION OF
WATER AT BASE
\\ \ OF BOG = 44'
to TOT 3A
_ _
_ A
�m MANHOLE FND 7 6, �� LOT 519
\
rn
p WIDE
INAG EA
2 \ �
51 \ \
SEMENT 1V82
E
DRA
AL E_�ND �� _ p \ \ \
3 � PT �
o\ o tz _ _ 9�. RESERVE \ LOT 2\ o \
AREA .0.81 f a cres \
u'u'� •� — - - _ - _ v LEACHING
SEPTIC TANK
48 r 1 ` >•
60
Q
w= -,,,, GRADE YARD A WAY ___ _ \ � PROJEC T L OCA TION
\ FROM HOUSE T-3 -_ o s LOT 2 CEDAR ST.
1_6 ASSESSORS NO.: 109-89
.� 84 ,0 "w
s72. a� �n�s APPLICANT-
LOT 53 MIM JOHN D. BO URQ UE
V UL �, 8 DRIFTWOOD WAY, MASHPEE, MA
A.
00 — PROPOSED s q£crs�E� YANKEE SURVEY CONSUL TANTS
WELL
Ices h(, 4a�at �p'O P. O. BOX 265
°+ , n
LOT 1 ' Y` Fes'=$ UNIT 5, 40B INDUSTRY ROAD
MARSTONS MILLS, MA. 02648
�o 0
Ir • �� '��, ti� PH.(508)428-0055 — FAX(508)420-5553
• O
`�. ������ SCALE. 1"—30'
EDA TE.• 05-03-94
p 9�1�
LOT 52 REV. REV.
rn
ON
F7osN0. 50466
[SHEET 1 OF 2.
WELL
L
EL = 86.6 PROPOSED
TOP OF FOUNDATION,
10' min CONCRETE COVERS
2"LA YER OF
83. 0 PROPOSED 81 5f WAS ED STONE
CONCRETE CO VERS
F / / / � � / / / . � � / / � --7-7-7 76.5E
4" CAST IRON 12'MAX " " ' / / / i i 15
OR SCHEDULE 40 4" SCHEDULE 40 P. V.C. 2
P. V.C. PIPE 12"
DIST. M N.
S=0. 02, D=17.5 FLOW LINE
S=0. 08, D=48' Box
INVERT 1 10" S=0. 05, D=20' PRECAST
MIN. 19" LEACHING
EL.__ 78. 63_ TIN:VERT 2' W o EQUIVALENT
INVERT 78.03 o
LEVEL o
o, c
-- INVER INVERT IN 6 V o 3�4" TO 1-1/2"
73 00 R'ASHED STONE
1000 GALLONS EL. 74.19_ EL.= 74_00 EL.=— . _ 0 o o�
SEPTIC TANK 0 W c
66.0
LEACH 4' 6' PIT 14
PROFILE OF 14'DIAM.--
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= 4 4.0
ALL ELEVATIONS ARE ASSIGNED BOTTOM OF TEST HOLE # 2 IS 12 FEET BELOW SURFACE.
tF' SOIL LOG
BAXTER and NYE
WITNESSED BY. ED14,12 BARRY
poon
P#7453
GENERAL NOTES PERCOLATION RATE
---12 _ MIN/ INCH .
�{ z s
i 1. THIS PLAN IS FOR CONSTRUCTION OF A NEW SEWERAGE DISPOSAL SYSTEM.
2. PLAN REFERENCE BOOK 274 PAGE 33, LOT 2, BARN. REG. DEEDS.
DATE 11-21-89 DATE
3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 L �r 11
AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. _ DL'JlGl ,j DA TA
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. EL' - 76.5 EL = 75.0
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS THREE
TOPSOIL SUBSOIL TOPSOIL SUBSOIL
5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN STONEY SILTY STONEY SILTY
12" OF FINISHED GRADE. SOIL SOIL GARBAGE DISPOSAL NONE
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE 42 TOTAL ESTIMATED FLOW 330 GPD
SAME, UNLESS.NOTED BY FINAL CONTOURS.
7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE COMPACT SILTY
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER COMPACT SILTY SAND TILL WITH ( 110 -GAL/ER/DAY x _3 _ BR.)
OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SAND TILL WITH STONES SEPTIC TANK CAPACITY _I000_-
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. STONES --
UNLESS NOTED. LEACHING AREA REQUIREMENTS
r B. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 144" _ _*
`- BE MORTARED IN PLACE. 144" SIDEWALL AREA 263.5 GAL.�S.F.
�. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA 153.9* GAL.ISIF
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL)480**GAL.
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. * CAPACITY PER PIT
10. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ** TOTAL CAPITY OF TWO PITS
UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION RESERVE LEACHING CAPACITY 480 GAL.
SHEET 2 OF 2. JOB NUMBER_ 50466
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