HomeMy WebLinkAbout0045 CHURCH STREET - Health 45 Church Street
W. Barnstable
A = 153 004002
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CERTIFICATE OF ANALYSIS
'3
,+ Barnstable County Health Laboratory (M-MA009)
9�S�iCHUS�`
Recipient: ^Sally Desmond - Matrix: Water-Dr nking:W ter
Desmond Well Drilling Sampled: 04/15/21114 14:30
P 0 Box 2783 Received:. 04/16/2014 8:40
Orleans, MA 02653 Collection Address: 45 Church St:W.Barnstable,.MA
Order#t G1479369 Sample Location:
Lab ID: 1479369,-01 Description: 2day-45 Church St
Date Analyzed: 4/16/2014 @ 14;02
Sample#: Analyst: yn
Method: EPA 524.2 Dilution Factor: 1
Comment: Water sample meets the recommended limits for drinking water of all the above tested,parameters.
EPA 524..2- Volatile Organics by GC/MS
_ Result� MGL NOD � .Result. MCL �L,
Parameter ug/L ug/L ug/L Parameter ay%L ug/L ug/L.
Dichlorodifluoromethane ND 0.50 Chloroform 2.7 80 Q;50
Chioromethane ND os0 cis 1,2-Dichloroethene ND 70 0.50
Vinyl chloride ND' 2.0 0.50 cis-1,3-Dichloropropene ND 0,50
Bromomethane ND 0.50 _ Dibromochloromethane ND 0,50
1,1,1,2-Tetrachloroethane ND - 0.50 Dibromomethane NU _w o;50
1,1,1-Trichloroethane ND 200 0.50 Ethylbenzene ND 700 0 50
1,1,2,2-Tetrachloroethane ND 0.50 Hexachlorobutadiene ND: o:SQ
1,1,2-Trichloroethane ND 5.0 0.50 Isopropylbenzene ND 6.50
1,1-Dichloroethane ND 0.50 Methylene chloride - ND` 5.0, 050
1,1-Dichloroethene ND 7.0 0.50 Methyl-tert=butyl ether ND. 0.50
1,1-Dichloropropene ND 0.50 Naphthalene ND 0i5U
1,2,3-Trichlorobenzene ND 0.50 n-Buhylbenzene ND. 0.so
1,2,3-Trichloropropane. ND 0.50 n-Propylbenzene ND 0.50
_-
1,2,4-Trichlorobenzene. ND 70 i os0 p Isopropyltoluene ND 0150
_.:.:.
1,2,4-Trimethylbenzene I ND 0.50 sec-Butylbenzene ND 0.50
1,2-Dibromo-3-chloropropane ND oo
Styrene ND: 100 0 50
1,2-Dibromoethane(EDB) ND 0.50 tert-Butylbenzene -� ND 0.50
1,2-01chlorobenzene ND 600 I 0.50 Tetrachloroethene. ND 5.0 0.50
1,2-Dichloroethane ND 5.0 0.50 Toluene ND 1000 0.5o
1,2-Dichloropropane ND 0.50 Total xylenes ND 10000 0;50
1,3,5-Trimethylbenzene ND 0.50 trans-1,2-Dichloroethene 100 0:5o
1,3-Dichloroberizene ND 0.50 trans-1,3-Di6loropropene ND 0.50
1,3-Dichloropropane ND 0.50 Tr(chioroethene _ ND 5.0 0.50`
1,4-Dichlorobenzene ND 5.0 oao Trichlorofluoro_methane ND 0."
2,2-Dichloropropane ND 0.51)
_._.--...... Surrogates %Recovered QC Lim(ts(%)
2-Chlorotoluene ND 0.50
4-Chlorotoluene ND 0150 p 6romofluorobenzene 78610 ZO 130
ichlorobenzene-d4 104% 70 1 130.
Bromobenzene ND 0.50
Bromochloromethane ND 0.50
Bromodichioromethane _ ND 0.50
Bromoform ND 0.50
Carbon tetrachloride ND 5.0 0.50
Chlorobenzene ND 100 0.50
Chloroethane. ND 0.50.
Attached please find the laboratory certified parameter list. Approved By:,..
(Lab Director) ( -e7
ND.=None Detected RL = Reporting.Limit: MCL=:Maximum Contarnina�e
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph:508-375-6605 Page i.of,i
Orp" CERTIFICATE OF ANALYSIS Page: 1 of 1
Barnstable GoUnty Health; Laboratory(M-MA00.9)
'�acHus 'Report 'Prepared For:; Report.Qated: 4/17120,14
Sally Desmond
Desmond Well Drilling Order No.: G1479369
P'0 Box 2783
:Orleans, MA 02653
La'b'oratory lJ# 1479 69-01 Description: Water-Drinking Water
Sample#: Sample Location: 45 Church St..W.Barnstable,MA Collected: 04/15/2014
Collected by: Customer Received: ' 04/16/2014
Routinee_M
'ITEM. RESULT UNITS- RL MCL METHOD# TESTED
Nitrate as'Nitrogen ND mg/L 0:10 10 EPA M0.0 4/16/2014
Iron: .22 mg/L 0.010 0.3 EPA 200.7 4/17/2014
Manganese 0.017 mg/L 0.008 EPA 200.7 4/1.7/2014
pH: 6.8 PH AT 25.0 NA 6.5-8.5 SMA500-H-13' 4/16/2014
86diut7l 14 MA 1.0, 20 EPA 200.7 4/17/2014
Total Coliform Absent P/A o 0 SW9223. 4/16/2014
Conducfance 120: Umohs/cm 2.0 SM 25106 4/16/2014
waterisamplejn6&tS the recomrr►ended limits for drinking water of 6111he above tested parameters.
_ .Attached please find-the laboratory certified parameter' Approved list. pp By:
(Lab Director) U
ND=None`D'etected RL : Reporting Limit MCL='Maximum Contaminant Level
Superior Court,House, PO. Box'427, 'Barnstable, MA 02630 Ph:608-375-6606
4
Massachusetts Department of Environmental Protection
LF
-- Bureau of Resource Protection
Well Completion Reports
1
Well Driller
Please specify work performed: Address at well location:
New Well Street Number: Street Name:
45 CHURCH STREET
Please specify well type: Building Lot#: Assessor's Map#:
Domestic
Assessor's Lot#: ZIP Code:
Number Of Wells: 02668
City/Town:
Well Location BARNSTABLE
In public right-of-way: GPS
Yes Cr No North: West:
41.69723 70.38184
Subdivision/Property/Description:
Mailing Address:
r click here if same as well location addres
Property Owner: Street Number: Street Name:
SISSON 45 CHURCH STREET
City/Town: State:
Engineering Firm: ABINGTON MASSACHUSETTS j
ZIP Code:
Board of health permit obtained:
r Yes t"> Not Required
Permit Number: Date Issued:
W2014 11 4/15/2014
r
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
uger I --Choose Bedrock--
WELL LOG OVERBURDEN LITHOLOGY
From To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition of
(ft) stem drill rate fluid
0 20 Fine To Coarse Sand Reddish Brown YES r NO r Fast r Slow rd Loss r Addition
20 40 IFine To Coarse Sand Reddish Brown YES NO r Fast r Slow r Loss r Addition
40 55 lFine To Coarse Sand lReddish Brown Gi YES r NO r Fast 6 Slow r Loss r Addition
55 60 Silty Sand jBrown YES r NO r Fast r Slow r Loss r Addition
60 70 Fine To Coarse Sand 113rown 0 YES r NO r Fast r Slow r Loss r Addition
WELL LOG BEDROCK LITHOLOGY
Visible Extra
From Drop in drill Extra fast or slow Loss or addition of
To(ft) Code Comment Rust Large
(it) stem drill rate fluid Staining Chips
Choose Code r YES r NO CsFast r Slow Fr*Loss r Addition F Ye r Ye
ADDITIONAL WELL INFORMATION
Developed f Yes r No Disinfected t Yes G No
Total Well Depth 70 Depth to Bedrock
Fracture
Surface Seal Type lNone Enhancement r'Yes No
CASING I Is Casing above ground From: 1 To: 0
From To Type Thickness Diameter Driveshoe
0 66 Polyvinyl Chloride Schedule 40 4 Ye
SCREEN 1 No Scree
From To Type Slot Size Diameter
66 70 Stainless Steel Well Point 0.012 4
WATER-BEARING ZONES ❑DRY WEL
From To Yield (gpm)
33 70 12
PERMANENT PUMP(IF AVAILABLE)
2 Wire Constant Speed
Pump Description Horsepower
Submersible 3/
y .
d
Massachusetts Department of Environmental Protection
Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
Pump Intake Depth(ft) 55 Nominal Pump Capacity(gpm) 10
ANNULAR SEAL/FILTER PACK .
From To Material 1 Weight Material 2 Weight WaterBatches Method Of Placement
(gal)
Choose Material Choose Material I I--Choose One-
WELL TEST DATA
Time Pumping Time To
Date Method Yield (gpm) Pumped Level (ft Recover Recovery (ft
(HH:MM) BGS) (HH:MM) BGS)
4!',6/2014 Constant Rate Pump 12 1:30 36 0:01 33
WATER LEVEL
Date Measured Static Depth BGS (ft) Flowing Rate(gpm)
4l16/2014 33 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.
- Supervising Driller DESMON
THOMAS E Monitoring 1M1 Si III,
Driller DESMOND III Registration# 764 gnature THOMAS,
DESMOND WELL
Firm DRILLING INC. Rig Permit# 023 Date Job Complete 4/16/2014
NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion.
Massachusetts Water Resources Commission/Division of Water Resources
WATER WELL-COMPLETION REPORT
) // WELL LOCATION
T 1�
Address.�-D C�h7 t J 1-C__�) a� 1
City/Town �1K.A� �
G.S.Quadrangle Map ... .._
Grid Location !
Owner
Address// S� e 5 i onis) U Sazi d, L72?16-3
WELL USE CONSOLIDATED WELL
Domestic['Public ❑ Industrial❑
Type of Water-bearing Rock
Other
'Water-bearing Zones
METHOD DRILLED 1) From To
Rotary(type) /1��l— Cable ❑ 2) From To
Other 3) From To
4) From ' To
CASING Depth to Bedrock `
Length_Diameter
Type UNCONSOLIDATED WELL
STATIC WATER LEVEL Water-bearing Materials
Feet below land surfaced Sand: fine❑ medium❑ coarseEK
Date measured `/' 7-;�-7 Gravel: fine❑ medium❑ coarse❑
GRAVEL PACK WELL Screen:Slot* length <' from 67 to 7
Yes ❑ No
Split Screen(or 2nd screen)
WATER QUALITY TESTS MADE Sloth Iength from to
Chemical ❑ Biological L2- Depth.To Bedrock
PUMP TEST
D6wdown feet after pumping days hours at GPM.
How measured Recovery feet after hours.
LOG of FORMATIONS COMMENTS: (On well or water)
Materials From To
0
1Cm.g I ® S' M
., Gad fll
c
/iVc 6,W"-1 DRILLER
Firm i�nr� �rl1e1l 2�rilli» —
Oks 5,4-w O Address
City
Acl _ Registration No.
operator's signature
Please print irm y
10M-8/81.184843
TOWN OF BARNSTABtl;,
LOCATION,6ot -7 ` 5-e, vrct strce "� SEWAGE # F7- 13 d
VILLAGE w � � ASSESSOR'S MAP & LOTIE.LO-6--Z
INSTALLER'S NAME fa PHONE NO.
SEPTIC TANK CAPACITY /p O.p
LEACHING FACILITY:(type) i000 Plf-'� 0 P (size) 2000
NO. OF BEDROOMS -7> PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No DC
Chi
Mee i
PelcAlo
1
No
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
- ® .............OF..... R. _5. - ........................
Appl ration for Disposal Works Tonstrnr#iun Prrutit
Application is hereby made for a Permit to Construct (L-1 or Repair ( ) an Individual Sewage Disposal
System at:
..._.....4 _. .Kv. .c.N---------5:1.............�i,---.. _.....---- - .... -....._........._..------------------..........._.
Location-Address or Lot No-
.P���c4R _ Address
�E8�5g.AAM..w.Y---SANQw. .14.._MIA,
as
Oz S G
J I ...._. l°
nstaller Address
of uild Type ing Size Lot____ ..__ �.Sq. feet
v 9 -• �__
Dwelling—No. of Bedrooms____.__..3_______________________________Expansion Attic ( ) Garbage Grinder (go)
Other—Type of Building ........................... No. of persons_______________________ Showers — Cafeteria
WQ' Other fixtures ------•-----------------------------•-•--------- -•--.-..------------------------------------------------------------------------••--........._-•-•--
Design Flow.................5___•��__..................gallons per person per day. Total daily flow..........3.50......................gallons.
WSeptic Tank—Liquid capacity_ PP8gallons Length__6_'::�f.�'.`Width_4_i-LU1 Diameter________________ Depth_______.
x Disposal Trench—No_____________________ Width_____e_____________ Total Length.___....._____o____ Total leaching area____._...._.__.._..sq. ft.
Seepage Pit No.........'........... Diameter......1_:4-____.__ Depth below inlet....... Total leaching area..3 _ _.sq, ft.
z Other Distribution box ( I ) Dosing tank (
~' Percolation Test Results Performed by........ �!NOZ.B.Al.,IX_____________________ Date_Av_�_i_t...A, 19.a.5
Test Pit No. i___..7_......minutes per inch Depth of Test Pit.......VZ..j__.. Depth to ground water_.. o.-r__�_74C,
fs, tL
Test Pit N� 2........._7___minutes peer inch Deptth oflTest Pit______._ z_q... Depth to ground water________ ________�_
•----• -----.._....
p ___ o�---------------------- ..------ •--..._----------------
Descriptionof Soil.......N-•-A...Et...N..-•-•-•.................._�*......_---------•--•--�•--•---_3-•--••--- ...... -- i ..._.... ...........................
�= L-®a�__ _�'yl 6-,o•1-!.__--_•- of 0 2 1 Lv-1`'" - 1[l.�? ®! ._.__...
V Z a�
F ------------------------------3=-`--1Z...--- --'-- �1swer
..............��� ............ --- '`--" -O- o-' -`----- ---\'-C9 1 .........................................
U Nature of Repairs or Alterations— when appli bl .........................................................
_________________________________________________________
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITI.L 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board hea > %�
Signed__ i�/ g..... .......X�......... .. ---•-•--- -
Application Approved By.................................-• bar �Z�-�� ----
Application Disapproved for the following reasons:_._._/__
.........................................................................................................................................................................................................
Date
Permit No......?-z.=...X3-0.................... Issued.......................................................
Date
,`
,. THE COMMONWEALTH OF MASSACHUSETTS
_ N.BOARD OF HEALTH
...... W ............OF.... AR N s 7'A S L-E
Appliration for Disposal Works Tontrnrtion ramit
Application is hereby made for a Permit to Construct (V or Repair ( ) an Individual Sewage Disposal
System
4ais CHURCH S 1 �. oT �
................_........_...........•---- ....._....... ..................... _.....-----•----•-•••-----••-..........._.....................-•-•......................_...------
Location-Add ss r t
01-CRIZn COH �r u�T�c��l Co if Aw SE5A-)T1 l.�° AAY 5ANQw1cVA MA,
• /................. j......... •- 5.............................................. ----•-y-�-----........----------------................--••--•-----------.............
a t / j�� er �l/ � c�✓ � C.�Qb ess ®ea7. to
Installer Address eet
rI.:-_.J
d Type of Building Size Lot.. ..............�Sq.
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder (�°)
Other—Type of Building .............. No. of ersons............_._........._.._ Showers — Cafeteria
a YP g -------------- P ( ) ( )
GaOther fi u s -•--•••••--•••--•---•--••••••-•••••----•---•-••-------.•-----....--•••----••-•-------------••--------
d
W Design Flow..................................
�UOgallons per person �r day. Total >ly, P1W .----•----•--------•--•------•-•---.....;�Cablolso
WSeptic Tank—Liquid capacity)........_.gallons Length....'6._ Width........ �.... Diameter................ Depth.............._.
x Disposal Trench—No------------------•-- Widt .. ..f............. Total Length..___.... ..-_a---- Total leaching area.....---1-_ sq. ft.
Seepage Pit No.........`----------- Diameter...._...:._.__..... Depth below inlet.......�L'......... Total leaching area.............�..sq. ft.
z Other Distribution box ( ( ) Dosing t ( A 1 $AN /aUG 1985
a Percolation Test Results Performed by.............:...... �....._._._._....._._ Date.._.__.._.....____.__ i......._. .
,.a Test Pit No. 1...... P p t *__ Depth g1 �oT .....
. ..minutes per inch Depth of Test Pit_.....____ D th to ground water...................___.
Test Pit N�j _.__.__.. ..minutes per inch Dept4, of,Test Pit,......... .}_.. Depth to,ground water--------4.........
:
x 1
O Description of Soil....__ , ................2 ------ ----- ------ -------- �k c�
U Loa . -.. U�iSc0 rt • w-T.J �f �o wr �••-�U�Soi'l
.....- r
---------
Jr 511 a v► °f'o i a .....
W -•-•-•-------------•-•••••-•----------....._..... t ---------------------------------------------------------
UNature of Repairs or Alterations—Answer when applicaklie ...._ T°11 .�y_
-----------------------------------------------------------------------------------------------•--------.......-----------------------------------------------------------------------------------••••--
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by.the board hea .
Signed--. 'd ......... ... 1 1
ApplicationApproved BY................................ . ..•--••................ ----•-•--•-••------••-••......•.......••--
Date
Application Disapproved for the following reasons--------------------------•------------------------------------------------------------------------._...-•---..
..............•--------------------------•--•--......------------•-------...------....--------•-------....................-•---------------------------------------------------------.........-----•-•---
Date
PermitNo.....-•-••7--•-----w................................ Issued-.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
....�s .................OF........
F.....!..!, ............................
(9rrtifiratr of Tompliatta
TH.4 IS TO C•ERTIFY, That t e Indiv ual Sewage f isposal ystem constructed ( ) or Repaired ( )
I tatter `,�
at...... ._'J �� , Gam, aA.. ---------------•-------------
,r.---- ----.... -----------•--
has been installed in accordance with the provisions of �yTLE of The State Sanitary Code as described in the
application for Disposal Works Construction Permit NoV---'.-a . ............... dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
a
DATE...........-•--............�.'.�....'.... �:-R..f................. Inspector.................... '•--------......_..--•--------------•-•--------------••--
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
......✓ p;?e—7.............0 F............
No......................... FEE....5..........
Disposal Works Tonstrurttion -ramit
zJ r f ,.fr/Zc
Permission is hereby granted......... : .
l� to Construct (401-or Repair ( , ) an Ind�vidu Sewage Disposal System
at No.----....t'%T�_.°lyl.....Ill_� L'✓L 1 a �7'` ..!•!/ '�7`:_t ���°.n s� v :lc..�E....
Street g
as shown on the application for Disposal Works Construction Permit d!.��Z3`!____ Dated_.`'?'..................................'
� Board ofof Health V
DATE -•-•-----•--✓.................•---......._•----••---••---
FORM 1255 HOBBS WARREN, INC., PUBLISHERS
No. t ( Fee
OF
TOWN 0FARBARTNSTABLE L'
2pplicatiou _for Vern Cougtructiou Permit
Application is hereby made for a permit to Construct(,/), Alter( ), or Repair( ) an individual well at:
(� �+ Location-Address ��Assessors Map and Parcel
ok\ Stsr,
Owner Address
-016 Vx 20 15,Oc\ko\y s 0ZbS3
Type of Building Installer-Driller -J� D yo� Address
��Ifl
Dwelling
Other-Type of Building No. of Persons
Type of Well tA1IS�k o Pik. Capacity
Purpose of Well ?'t4y-
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 Certificate of Compliance has been issued by the Board of Health. U
Signed l 5 l
Date
Application Approved By .
(bye
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 Altered or Repaired(
O O P i
by
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. Dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
No. d V I I Fee
OF
TOWN OFARBARTNSTABLE C c/
2pplicatiou _for Vern Cougtruction Permit
Application is hereby made for a permit to Construct(/), Alter( ), or Repair( ) an individual well at:
Ck,C�,<<A-, y- 5 \s31 o()y f 002_
( Location-Address t `C ^ CA.s•ss}essorrss IMa+,�pp anted Parceel
(\� Act"
Owner Address
1�nx 2-113. 06\-e y—,j oZ 3
T
Installer-Driller Address
f Building 0
Type g
Dwelling \/
Other-Type of Building No. of Persons
Type of Well Hsm(AoNc Capacity ` .
1 F
Purpose of Well
Agreement: F
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 Certificate of Compliance has been issued by the Board of Health.
Signed
Date
Application Approved By t^,v i /
Date
l
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( ), Altered( ), or Repaired( )
byr
i` 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. Dated Y
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 Cougtructtou Permit
No.
0 �� Fee' 7�� c
� 1
Permission is hereby granted to
Installer
to Construct(�, Alter( ), or Repair( 1 'an individual well at:
No. "5yt� ��, ISa r VwCT
Street -
as shown on the application for a Well Construction Permit No. 1, j 0 O/ Dated a
�v
Date / Approved By
Ir i
1 4
1
I
i
c�
o q
F � G
o y�
L I0
Welland
T 7
0 44, 285-+ S:
0 74
4I
v o
a k
LOT Hol
I ,;: Hole 2
6 diom:z 8�deep(100.')Gal.)
LEAG.HING'.PI7
4 ft.of stone all i round;
j
Test RESERVE N/F CON(
Hole# ( .� )
Test \ �X`' O C
Holed 3 co ' O
® [FIST. (X
0 ', O `
1000 G:aI
SEPTIC.TANK
Ss se\e o t k ' o
/' �/O
\Pro 0s
l, ed 8
�' 6 Nf a r.' �H 0'J S E40
( /
24
x'
\ pA
/Sp-
Existing ' \ ` 1 \
Well \ \ 80!
NO /e
och�n s uS
to a� �• ..--�
rHC Proposed �6 , t
I WELL `� ��50'�odlus
`A I/f,/Y 10 0 leaching.systems
RD.
f t 78
33, WS "� D ti5
ide !p DO , h3� 7s4
16.OS .
�- 72
t
( Put
Iic &0 wi.d..e: S T RE
Q c H POLE
250/ 12
n
POLE BENCH MARK
250/2 ,, PK nail in poll
ELEV.= 69.17
362-4541
939 main street rt 6a
yarmouth port
mass 02675 down cope engineering
civil engineers& land surveyors
structural design
Arne H.Ojala P.E.,R.L.S.
land court / Richard R.Fairbank P.E.
surveys
i
June 3, 1988
site planning
Barnstable Board of Health
sewage system 367 Main Street
designs Hyannis, MA 02601
To Whom It May Concern:
inspections r
Down Cape Engineering inspected the septic system on
1o17 Church Street, West Barnstable. The construction
permits complies•with Massachusetts Environmental Code Title V,
the Town of Barnstable Health Regulations, and to
Down Cape Engineering's plan #83-083A, "As-Built" Plan,
prepared for Polcaro Construction, dated 5/23/88.
Respectfully,
Arne H. Ojala,R.L.S., P.E.
inspected by: Arne H. Ojala, P.E.
AHO:amg
attachment
Log' Number: 'Bottl(a # E625 Date: April 9, 1987
BAR�',ra BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMEN T
SUPERIOR COURT HOUSE
V BARNSTABLE, MASSACHUSETTS 02630
f .
o •
ASO DRINKING WATER LABORATORY ANALYSIS PHONE: 362-251,
Ext. 337
. Client: Polcaro Construction Collector: F_-Cliffnrd
Mailing Address: 11 Jan Sebastian Way Affiliation: well driller
Sandwich, MA 02563 Time & Date of
-. Collection: 4.17/87 2.00 a m_
Telephone: Type of Supply: well
Sample Location: Lot 7 Church Street Well Depth: 70,
Barnstable,_MA Date of Analysis: 4./7/R7 11.15 a m
PARAMETER SAMPLE RESULT RECOMMENDED LIMITS .
Total Coliform Bacteria/100 ml 0 0
pH 5.9
Conductivity (micromhos/cm) 77 . 500.0
Iron ( pm) 0.2 0.3
Nitrate-Nitrogen ( m) <.1 10.0
Sodium ( m) 10 20.0
I . X Water sample meets the recommended limits for drinking of all above tested parameters.
II . Based only on results of the parameters tested for this sample, the water is
suitable for drinking but may present the problems checked below:
A. Water sample has higher' than average levels of Nitrate. ' Future monitoring pis
recommended (2-3 times per year) to establish any upward trends.
B. The low pH of the water may shorten the useful life of the house's plumbing.
C. Water may present aesthetic problems-(taste, odor, staining) due to
D. Water sample has high levels of sodium. Persons on low sodium diets should
consult their doctor.
III. Due to one or more of the reasons checked below, this water sample is unfit for
human consumption: A. High Bacteria B. High Nitrates
REMARKS: The Barnstable County Health and Environmental
Department shall not endorse any statements,
interpretations or conclusions made '6y :anyone
else concerning these results w;ithout,wfitten consent.
CC: Barnstable Board of Health
CC: Clifford Well Milling &-r_�_
1 /7/85 Laboratory Director
'Explanation of Test Results
.Total Coliform.Bacteria
Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become
contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero
indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than
zero is most often"the result of accidental contamination of the sample bottle through`improper sampling methods.
For this reason, it would be advisable to retest any well water that is not approved. -
PH Y
pH is the measure of acidity or alkalinityof the water. On the pH scale,the number 7 is neutral, less,than 7 is acidic
and more than 7 is alkaline.'The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5.
Conductivity
Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally
considered unacceptable and-may have a laxative effect upon users.
Iron
The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent
taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain.
The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water may
cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use-of an iron
removal system.
Nitrate-nitrogen
The Massachusetts Drinking Water Regulations,have set a maximum contaminant level,for nitrates at 10 ppm.
Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form
potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes.
Copper { -
Due to the acidic nature of the water on Cape Cod, copper tends to leach,from pipes. This normally,does not
present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a
bluish-green stain on porcelain fixtures.
Sodium
A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water
supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking
water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm
indicate that there may be ocean water or road salt runoff water getting into the well.
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E5S0TS MAP- 153 . FAMCeL. 4-Z
// NEG7or,�n e en inccrin�/ o�ALa ? ; , „ z 3/ ! ! CIVIL v, o �JGdl,c , 40'' ���"�No. 307g 1d8 c� �OF As&_--Tj
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LEACHING PI t
4 ft.of stone all}found
Hoye RESERVE N/F CONGREGATIONAL l.
Test �X j --.` O
Holey-3 co, SOCIETY
\ - O
® DIST Cix
-f O
Y
1000 GaI.
�` N;
SEPTIC TANK
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m_ 7 8 }
�2 251 _
Existing
N /SO' Well 1 \ ';
o /e rod/ 6B 80
Proposed
PC WELAIIVJ rI '-,—,1 50 radius
10 o leaching systems
33 W'd e R�• /0.00 1
78
16.00 �\ �133-24 764
72
— `To
68
6 ( Puklic - 60' Wide )
CHR
CH STREET
U
OLE
} 250/ 12
NOTES POLE BENCH MARK DATE DESCRIPTION Drawn by Checked by
250/2
PK nail in pole
ELEV.= 69.17 R E V I S 1 0 N S .
ZONING DISTRICT: R F PLOT PLAN
2. FLOOD HAZARD ZONE: C - OF PROPOSED SEWAGE DISPOSAL SYSTEM
3 . ASSESSORS MAP NO: 153 - 4- 2- 7
PREPARED FOR
4 HOUSE NO: 45
5. THE, NORTH ARROW IS DERIVED .FROM RECORD J O S E P H P O L C A R O
PLANS OR DEEDS.THE NORTH ARROW SHALL NOT FOR LOT 7 CHURCH STREET 1
BE USED FOR ORIENTATION FOR SOLAR HEATING IN
PURPOSES.
WEST BARNSTABLE MASS.
6. REFERENCE: PLAN BOOK 404 PAGE 26 . -
;. " SCALE: I - 40 DATE: J A N.` 21 , 1987 or �.
7. CONTOURS AND ELEVATIONS FROM AN ACTUAL ON TH E GROUND �Y.
INSTRUMENT SURVEY BASED ON THE NAT. GEO. VERT. DATUM. , '-- = ,o � pT. tir,
holme's and me grath Inc. _
A.
; . 4 : . c i v i l en ineers and , I land surveyors
aic , 3i g Q Co
., � fi+o. 30255
;ac. 2�. r 200 main atreet CIVIL
fa Imou h
t ma. 02540-
Sf0!VAl
DRAWN: BRY , R.S.J. CHECKED: ✓FA-�✓
JOB NO: 86345 DWG.NO: 39-4 -7
SHEET I aF 2
SOIL . TEST
-E—Finish grade above and adjacent 'to system shall slope a min.of 2%o away from system .
BASIS OF DESIGN
DATE OF SOIL TEST AUG 14, 1985•
„
4 d,am.cast iron or Schedule 40 PVC pipe (install with fight joints.) TEST TAKEN BY BY OTHERS
3 IVA EN T 330 G. -E--- 20 minimum distance (building toed eof-leachin system RESULTS WITNESSED BY J. CONLON
I. NUMBER OF BEDROOMS (EQU LENT 0 ( g g g y l
_
2. GARBAGE DISPOSAL UNITS NONE 10'min. dist. PERCOLATION RATE 7 MIN.! INCH.
GROUND WATER NOT ENCOUNTERED
3. LEACHING CAPACITY REQUIRED 330 G.P D.
4. SIDE AREA 220 SQ, FT., BOTTOM AREA 154 SQ. FT.
5, TOTAL AREA PROPOSED 374 SQUARE FEET -
. - ` SOIL LOG
6.. PROPOSED LEACHING CAPACITY 423 G• PD. p ` \v Access covers set `
WATER SUPPLY: WELL s h
7.
Find withinl2'lof finish grade N2 I N° 2
'
Gr ode Depth Soils Elev. Depth Soils Elev.
8. PRECAST, REINFORCED CONCRETE UNITS "?,�?7 0 76 0 78
' ', ,,�. _Access cover set
FOR H - 10 LOADING 2.5 + /
s 7 at finish rade
a _ { � .. LOAM LOAM
Basement Floor S=0.02
Removable ' 8 8,
NEER
° Elev.= 75.0 _- �.o �__ - s= � cover�-2 S=0.02 ��+� �-- .. '
NOTES' 0.02 ► - Cleanbackfill 3 SUBSOIL 73 3 75
SUBSOIL
:}C - -wel
2„layerofy�to�'8
v m d, 0 0 0 0 0 0 0, �.e• vxmW ston e.
ti V N DIST N N p ° I > ••a,
MA to SEPTIC TANK _ - - 0 0 •°c
I. NO CHANGE TO THIS SYSTEM SHALL BE DE UNLESS v ; c v Box Vic? : . o S i I t y S i I t
1000 GAL. � r.
APPROVED I WRITING BY HOLMES AND MCGRATH INC. �i -, u n �� ti ° ' 5'Effective N SAND SAND
PPROVE N WR T > ,
.. ..:... . Depth
A COPY F THESE PLAN HALL BE KEPT ON SITE wN>° - ,,•�,
2' 0 0 S S S Foundation w w w 0 ( 0 o 0 0 0 0 z °
c _ > > > 3 w ' Precast Concrete •o I2 64 12 66
DURING CONSTRUCTION. Design by others _ s c
c ;` LEACHING PIT 3
. A COPY F THESE PLAN HALL BE - FURNISHED TO
E1. = 68.0 _
3 0 0 T S S S S �
l
Q 4fthf4'ko
6ft.diam.` ft
CONTRACTOR INSTALLING THE SEWAGE DISPOSAL SYSTEM. ,
n
4. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL OftIV2 washed stone 4
PROF ILE all around precast pit providing an
effective diameter of 14 ft. `N- 3
OVER DISPOSAL SYSTEM DURING OR 'AFTER CONSTRUCTION. E1. 64 (bottom of Test Hole 1) --
N o t to scale. 0 83
5. SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN
E LOAM a
A -
A SUBSOIL
ACCORDANCE WITH TITLE 5 F HE STATE ENV SU SO L R E T TT 0 T T R 0 S I ON
I •
2 81
MENTAL
A ENT L CODE.
i
6. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR Silty
HALL NOTIFY HOLMES AND MCGRATH INC. OR THE BOARD OF
SAND
S ,
HEALTH AGENT T INSPECT THESYSTEM . A 0 S S CONSTRUCTED.
9 74
i
-" A
..0 L_ Y
u
Al outletpipes- r t i tri tin h ou le from he d s bu o box shall
l
Outlet beset level for at least 2ft.from the box.
8 6�� Knockouts
i INLET -;r- OUTLET •--+- N
All access Manhole covers for Septic Tank, , .e;•
� \ Distribution Box and/or LeachingPits set
I more than 12 below finished rode shall °INLET _ •, _ OUTLET 9 a I be
raised towithln 12 of finished grade. Outlet,
Knockouts
I ,
Metal frame B cover or concrete cover
over T s where required.
- 6 Concrete block masonry DATE DESCRIPTION Drawn by Checked by
STEEL REINFORCED PRECAST CONCRETE = or - :K
�I Brick masonry
r c r.a .. _:, o a Conc.c,cover'°.- R E V I S I 0 N S
3 Removable covers 3 --I �- - - INLET
a o
A: PLOT PLAN - DETAIL HEET
- " •' INLET
S
- __ . . .. - ..: Outlet .�� �;� Outlet
3��min.cleorance required—.-" n :-INLET'T •. � UTLET-► KnaCkoUtS °I: „ t nockouts
INLET 8 -2 min.inlet to octet 6 min. 13 e:
,: mtnt. 1� OF PROPOSED SEWAGE DISPOSAL SYSTEM
- LET :;_ � — a•, = 4•
Liquid level---4 t� u7 PREPARED FOR
{0 min. q 14 �'nln 6 'nun•—
— "" -- - .L: — -- JOSEPH POLCA R0
min. c ,
L — L
C
FOR LOT 7 C H U R C H STREET
CL ,. ,
E p E u� "'
IN
_o
o TYPICAL DISTRIBUTION BOX
WEST BARNSTABLE MASS.
�• Q SCALE: - I 0 ,
Scale : As shown ate .
� le . s o D JAN . 21 1987
V., c�
y I
4/2 P . o hotmes and mcgrath , inc.
civil engineers and land surveyors y <`
a� 9 #J
8 6 4 !0
—yl L 200ma1n street . ; .
falmouth , ma.02540 �1, , <•
TYPICAL IOOO GALLON SEPTIC TANK fCA
r Drawn B R.S. J. Checked B IF 14 ><3 � .; _ -,w
SCALE. 3/8 = l -0 Y Y ct, �
o Q - V
JOB N-86 3 4 5 DWG.N 39 4 7 ]SHEET 2 OF 2 ► ,