HomeMy WebLinkAbout0948 RIVER ROAD - Health 948 RIVER ,AARSTONS MILLS
A=045-011
- - 1
l
i
No. f Fee
THE COMMONWEALTH OF [ASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZIpprication for 3Digpoga1 *pgtem Congtruction Permit
Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. c7L f8 A I v C R R CHAR> Owner's Name,Address and Tel.No.-
t�� M `'( 5�TfI 1�r4 w► 13Li �v
Assessor's Map/Parcel 1 q\ ' V L V
11
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
y#4 A/11P-e S f ve�j
yo it Ti-n-Isffs ry f-
F utm- vita;ST s �•� lS /dS-oc) SS
Type of Building: (,,Se 3
Dwelling No.of Bedrooms-1-- Lot Size sq. ft. Garbage Grinder(VP
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3_1 gallons per day. Calculated daily flow 3 6-PD gallons.
Plan Date ix- a—`76 Number of sheets oZ Revision Date
Title g 0&_ i-S-ew I A N
Size of Septic Tank b0 Type of S.A.S. .S I ^Ft f �S �/ S"►d t•��S t-
r��S
Description of Soil
s e-e e a B (ro
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has b iss d , iis Bo d e a.
Wgne Date.' ��
Application Approved by Date
Application Disapproved for the following reasons
Permit No. r Date Issued .�`""' �✓�'"�
No. / �'� � Fee
THE COMMONWEALTH OF ASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0[pplication for Migomf *pgtem Construction Permit
F
Application for xPemvt to Construct(Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.c7 j-18 P,1 v�R R 0A� Owner's Name,Address and Tel.No.-
I *A s�—TH H 6 y;.1 IV
Assessor's Map/Parcel,
1I
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
y�NeP-e Irv@�
np �^' yo i3 In rl,S rs� 14�
�C. 1" ar ST«S M`'kS �c- L/d8-OCa SS
Type of Building: u5 .� Rc�row•t�r5 y
Dwelling No.of Bedrooms-1- Lot Size sq.ft. Garbage Grinder()U(,
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures f
Design Flow gallons per day. Calculated daily flow 3 3 O G"P i> gallons.
Plan Date 1�,- ).-C/(, Number of sheets oZ Revision Date
Title <i V t S-e ogS R N
Size of Septic Tank �� S b� Type of S.A.S. t "�'' a RS
S'' o�'♦r1'G r S
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: --�"
Agreement: =t.
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title's of the Environmental Code and not to place the system in operation until a
-- w
Certifi-
sd y''i Boar e 'h.cate of Compliancelhas be is
ge Date .
Application Approved by <2 Date
Application Disapproved for the following reasons
Permit No. A 7 Date Issued �'"' . ✓`""��
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of{(Compfiance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(+Repaired( )Upgraded( )
Abandoned( )by _
at R I V L Q offe has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. - dated/''"'
Installer Designer
The issuance of this permit shall not be construed as a guarantee-that the system i11 function as designed.
Date 7i / Inspector
�-------------------------
No. r Fee/s/f✓c..�,�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
lwizpoaf *p.5tem Construction Permit
Permission is hereby granted to Construct( t.�-Reepair( )Upgrade( )Abandon )
System located at ll y f3 R 1 V&R. �Oq>
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within tlree years of the date o�fhis it.
Date: Approved b
.; r
TOWN OF'B STABLE
LOCATION, ' SEWAGE #
VILLAGE ftd,� WIZ& ASSESSOR'S MAP& 1,04�6//
INSTALLER'S NAME&PHONE NO 0 3
SEPTIC:TANK CAPACITY r D
LEACHING, FACILITY: (type) (size)-2
NO.OF BEDROOMS Z
BUILDER.OR OWNER
/� -
PERMPI'DATE: S- �- 9 COMPLIANCE DATE: `
Separadon Distance Between the:
Maximd.hi,Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Watei`Supply Well and Leaching Facility (If any wells exist
on site orVithin 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'
r
I
• Q �
s` .,
TOWN OF BARNSTABLE
LOCATION r � SEWAGE #
VILLAGE `� i:.�' ASSESSOR'S MAP& LOY2
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY Z ,57,2 O
f LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS 2
BUILDER OR OWNER
PERMIT DATE: S COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
a
SO11, P,VAI,UA'fOI2 & T'ER('OI,A T TON'ff,STT�Fo llNI 1
�OFtHEI\ Tuwla of Barnstable
I)clr(r-tmcnt t)f I Icalth, 'Safcl}', and I?nvit•(rn men tnl scrviccs
RARN9TABLP..
9 MA49.
,a,o, ,� Public Health Division
\rED M�
167 Main Street, I lyannis h-1A 02601
O(lice 509-700.620
FAX 5(19-775-33,14
T ��,5 Sc',S,S lllclll )Ul '5'crr rc 1�1s ����ml
,5(�II (5111tl�li�lllll
ASSESSORS MAP ft
PARCEL NO,• I I mate: —�
Date: if
WitUressed
U�_cncCr's Mime
I.r,ca(in-sc ��/��y �
jqjj
Addrm.,ind
NEW CONS I RI IC HON
RITAIR —
Office_Revic�Y Yes ✓.
Publish,
Soil Snrvcy Available: No _ ___ - — Soil ma unit ed�RV�R
Publication Scale 1< S"�ce5o p - 1
Year Published f��3_.___
Soil (,imitations
Drainage Class Ycs
Surficial Geological Report Availablei Nion Scale --__
Ycar I'nblishcd --- _
Geologic Material (Map Unit) —
I,andfortn
l lno(I Insurance Rate Map: _ Yes _✓
Ahovc 5(10 year flood boundary No --� Yes
Within 500 year boundary Yes
Wilhin 100 year flood boundary No _—
Wetland Area:
National Wetland Inventory Map(snap unit) --- --
\Ueflan(Is Conservancy Program Map(map unit) --- --
Current Water Resource Conditions(USGS): Month 'LT—Y—
Ra .
nge: Above Normal !/ Normal Below Normal
--al _---
Other References Revicwc(1_ f�y �— or
T)GP APPROWD FORM- 12/07/95
FOR - ,Soil, I-NAI,UATOR I c)itnt
Ivige 2 of
I.ncalitrn Address or I.nt -
1 -site Rev_
Deep Hole Number I Date: t
—a 1—"� Time: I I: I-S weather 5`'"�/ �/s'�
on situ plati) Surface Stones
Location (identity �. Slope I%I
» L a n c1 U s o w ocsC-SM....�».w.�...,.- .... U r s
Vegetation Tn' •,_ ,_ .. » ...—».,_;C'1 J. ,
Lstndform = '
. dsca 1e (sketch on the back)
Pouo
�n f
' nonlr
si
Distances frorn: feet
Meet Drainage Way ,
Often Water Body Ia`��+ feet Property Line. y� feet
Possible Wet Area las feet Other
Drinking Water Well
DEEP OBSERVATION HOLE LO.G'
other
Soil
Soil Horizon Soil Texture Soil Color Mottling IStnrcture.Stones, Boulders, Cnnsisipnr.y,—
[)omit, lrnrn IUSUA)
(Munsell) Grevell
SurlaCn (Inchesi
rr 0 I6,a 1IL
i3 c IAy t- zv q G--B
,.
Pere-
0
' S
y Ij-- 1 d6 C I w+e i)rurv► ►vyR 7 AT I as rr
v-6
SIc: r
pie bI toyk7`6 WC,+e11 14T I0b
----t-W: T_TTTat E�TiE�iU1RE pepthtoBedrock: -- -_.--
parent Material (geologic) Weeping from Pit Fece:___ _----------
Water in the Hole: _0
Depth to Grour'd`r'aier: Standing e A N WJc'/J
F.stirnated 5^axonal High Ground Water.__— �— R
111;.P APPROVE"FORM- 12/07/95
FORM I - SOIL LVALUATOR FORM
Page 3 of 4
Location Address or Lot No.
D etermination or -Seasonal Ii h acteracle
�w.��X.`tip`•.
Method Used:
d 3t
❑ Depth observed standing in observation We....�`� `inchet
❑ Depth weeping from side of observation hole...— inches
❑ Depth to soil mottles . inches
❑ Ground water adjustment .................. feet. ��.c� •w� ss �
�{ ccctswr�e. RP�d��sS.�vSt
Index Well Number .5`DI Reading Date .................. Index well level .............
vS� �p of
Adjusted round water level ..........� ............. ' ' ......
Adjustment factor .... j g `
Usle (_oc EeSL�� raa�c�
De th of Naturall -urring Pervious Material
Does-at least four feet of naturally occurring pervious n iaterldl'exist in all areas
observed throughout the area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious material?
r+
3#q.r�.y;hti .. •
f
Certification
4 Ttt `Y4L'.'M F T ty,4 t
certify that on /f— 9 (date) I have passel! the t oll eveIC19et6t`-'-'6XarhIh6tior�
approved by the Department of Environmental Protection and
exthat
ertise and ve anel ncis
was performed by me consistent with the required g, p
described in 310 CMR 15.017.
ire 1 <.
Signatur bete
• tF _
R e
t ,
431+t.{S f t a
DF,P APPROVED FORM•12107/95
FORM 12 - PERCOLATION TEST
Page 4 of 4
1 _ '
Location Address or Lot No.
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test*
Date: 41 d l_cT6 Time:.
Observation Hole #
Depth of Perc
S ,
Start Pre-soak /0- 37
End Pre-soak
Time at 12"
Time at 9"
Time at 6"
Time (9"-6")
Rate Min./Inch y S
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Gk Site, Failed ❑
............................../......................................................................
performed B C 0 c.-e �, �r (r1� R 1 S
Perfo Y:
Witnessed By: doe
Comments: ... .. .. . . ,..........�...........w.....�......._...........�..._ .�.... ._�._.__.._._
DEP APPROVED FORM•1210705
ENVIROTECH LABORATORIES, INC.
MA Cer. No.: M-MA 063
449 Rte.130
Sandwich, MA 02563
(508) 888-6460 1800-339-6460
FAX(508) 888-6446
CLIENT: Mary Hamblin LOCATION: 948 River Rd.
ADDRESS: 611 NewTown Rd. Marstons Mills MA 02648
Marstons Mills MA 02648
COLLECTED BY: D.Pennini SAMPLE DATE: 1-6-97
SAMPLE TIME: 10:00
WATER SAMPLE TYPE: New Well DATE RECEIVED: 1-6-97
LAB I.D.#: 971055
WELL SPECS.: 23'
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method
Limits
Coliform bacteria /100ml 0 0 9222 B
pH pH units 6.0-8.5 5.52 4500 H+
Conductance umhos/cm 500 206 120.1
Sodium mg/L 28.0 25.4 200.7
Nitrate-N/Nitrite-N mg/L 10.0 1.55 4500-NO3 E
Iron mg/L 0.3 0.02 200.7
Manganese mg/L 0.05 0.077 200.7
Volatile Organics See attached report
Chloroform ug/L 100 0.54 EPA 502.2
COMMENTS: Low pH indicates high corrosive characteristics.
Manganese is not a health hazard.
YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED.
Date f �L
Ro aid J. S
Laboratory Dfrector
<=less than
>=greater than
TNTC=too numerous to count
Page 1 TOXIKON CORP. REPORT Work Order S 97-01-102
Received: 01/08/97 01/10/97 17:00:39
REPORT ENVIROTECH LABS PREPARED TOXIKON CORPORATION
TO 449 ROUTE 130 BY 15 WIGGINS AVE
SANDWICH, MA. 02563 BEDFORD, MA 01730
508-888-6460 FAX: 6446 CER FIED BY
ATTEN DONNA BUTLER ATTEN PAUL LEZBERG
PHONE (617)275-3330 CONTACT TODDC
CLIENT ENVIROTECH SAMPLES 1
COMPANY ENVIROTECH LABS MA CERT_# M-MA064: TRACE METALS, SULFATE,CYANIDE,RES. FREE
FACILITY 449 ROUTE 130 CHLORINE, Ca, TOTAL ALK., TDS, pH, THMs, VOC, PEST.,NUTRIENTS.
SANDWICH, MA. 02563 DEMAND. O&G, PHENOLICS, PCBs . CT DHS #PH-0563, NY #10778
FL MRS E87143 NJ DEN 59538 NC DNR286 SC 88002 NH 2O4091-C.
WORK ID 96-12-122.EVI
TAKEN 1/6/96 AT 16:OOPM VERIFIED BY:
TRANS
TYPE WATER
P.O. #
INV. # V
SAMPLE IDENTIFICATION TEST CODES and NAMES used an this rorkorder
01 971055 502 2 VOC IN H2O BY PURGE & TRAP
Page 2 TOXIION CORP. REPORT York order R 97--01-102
Received_ 01/08/97 Results by Sample
SAMPLE ID 971055 FRACTION 01A TEST CODE 502 2 NAME VOC IN H2O BY PURGE & TRAP
Date & Time Collected 01/06/97 16:00:00 Category WATER
Dichlorodifluoromethane ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50
Chloromethane ND 0.50 1,1-Dichloropropene ND 0.50
Vinyl Chloride ND 0.50 Bromoform ND 0.50
Bromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.50
Chloroethane ND 0.50 1,2,3-Trichloropropane ND 0.50
Trichlorofluoromethane ND 0.50 Bromobenzene ND 0.50
1,1-Dichloroethene ND 0.50 2-Chlorotoluene ND 0.50
Methylene Chloride ND 0.50 4-Chlorotoluene ND 0.50
trans-1,2-Dichloroethene NO 0.50 1,3-Dichlorobenzene ND 0.50
1,1-Dichloroethane ND 0.50 1,4-Dichlorobenzene ND 0.50
cis-1,2-Dichloroethene ND 0.50 1,2-Dichlorobenzene ND 0.50
2,2-Dichloropropane ND 0.50 1,2-Dibromo-3-Chloropropane ND 0.50
Chloroform 0.54 0.50 1,2,4-Trichlorobenzene ND 0.50
Bromochloromethane ND 0.50 Hexachlorobutadiene ND 0.50
1,1,1-Trichloroethane ND 0.50 1,2,3-Trichlorobenzene ND 0.50
1,1-Dichloropropene ND 0.50 Benzene ND 0.50
Carbon Tetrachloride ND 0.50 Toluene ND 0.50
1,2-Dichloroethane ND 0.50 Ethylbenzene ND 0.50
Trichloroethene ND 0.50 m-Xylene ND 0.50
1,2-Dichloropropane ND 0.50 p=Xylene ND 0.50
Bromodichloromethane ND 0.50 o-Xylene ND 0.50
Dibromomethane NO 0.50 Styrene ND 0.50
cis-1,3-Dichloropropene ND 0.50 Isopropylbenzene ND 0.50
trans-1,3-Dichloropropene ND 0.50 n-Propylbenzene ND 0.50
1,1,2-Trichloroethane ND 0.50 1,3,5-Trimethylbenzene ND 0.50
1,3-Dichloropropane ND 0.50 tert-Butylbenzene ND 0.50
Tetrachloroethene ND 0.50 1,2,4-Trimethylbenzene ND 0.50
Dibromochloromethane ND 0.50 sec-Butylbenzene ND 0.50
1,2-Dibromoethane ND 0.50 p-Isopropyltoluene ND 0.50
Chlorobenzene ND 0.50 n-Butylbenzene ND 0.50
Napthalene ND 0.50
Notes and Definitions for this Report:
DATE RUN 01/09/97
ANALYST CMD
INSTRUMENT G
UNITS u L
DILUTION 1
ND = NOT DETECTED AT DETECTION LIMITS
ASSESSORS MAP N0: 17 �
`°' 9-7-ey PARCEL ISO:_ Fee---
BOARD OF HEALTH
TOWN OF BARNSTABLE
0pplication for Vell Co0tructioni3ermit
Application is hereby m/�ade for a permit to Construct ( �, Alter ( ), or Repair ( )an individual Well at:
Location Address Assessors Map and Parcel
Owner Address
D Sc�t.� ! 100, 13o� 946 XAui�l �0
------------------------------------ --- - ------------------- ------ -- ------------------�
------------
►nstaller — Driller Address
Type of Building
Dwelling----------------------------------------------------------------
Other - Type of Building -------------------- No. of Persons------------------------------------------------------
Typeof Well—�—- -- - ---------------------—---------------- Capacity---------------------------------------------— --- ---—
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 Certificat .of Co pliance has been issued by the Board of Health.
n
Signed ------ -- - -- - -- --- - / _�7 date'
Application Approved By--/ � �- - - ~—�—`�- 1-----
date
Application Disapproved for the following reasons:--------------------------------------------------—-------------------- - -
-----------------------------------------------------------------------------------------------------------
date
Permit No. -- � .-'/ —�_ -- Issued — --- ---------------
date
BOARD OF HEALTH
TOWN Off' BARNSTABLE
(Certificate ®f ICOMP ante
THIS IS TO CER IFY, That the Individual Well Constructed ( `�), Altered ( ), or Repaired ( )
— --_C9 1 — — ----- Innsta--- — — —— — —— — — — ——— ——
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. 4/tl'/� `'/
o-- Dated---Z---- -----
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE Inspector------------------------------------------- ----------
Y � a 1.
^* (�_7-5-Y
ff... Fee-
No.-k---d
w. BOARD OF HEALTH
i
TOWN OF BARNSTABLE
Zpplicatioa orVe[[ Contruct ion Permit
Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at,
Q � -----------------------
Location — Address Assessors Map and Parcel
/8-----I?c-�t
owner
Address
/3 16c� Ur
i0_A Se u.� l -----------°�------------------�- --- - -------
------------------------------------ -----er - Dr ----- -
- > Installer — Driller "� Address
Type of Building
Dwelling--------------------------------------------------------------
Other - Type of Building ---------------- No. of Persons-------------------------------------------------------
r --------------- ----—
Type of Well- ----- -- -- - ---- - — Capacity-- - - -
Purpose of Well- -°--`-`'�ri-�-�`' L r------------------- --
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 Certificat .of Co pliance has been issued by the Board of Health.
�G ..�✓ -- - -- --- —
date "
Application Approved By 71
--��� ---
� — date
Application Disapproved for the following reasons:---------------------------------------------------------------------------------------------------
------------------------------------- -----------------=------------------------------------------------------------------------------
'A/ date
Permit No. - - -- -- - Issued --- '''�- '-`.� �J----------------------
\ date f—
BOARD OF HEALTH
r
TOWN OF BARNSTAB'LE
Certif rate ®f COMP iante
THIS IS TO CERTIFY, That the Individual Well Constructed ( '), Altered ( J;-or Repaired ( )
h by--------- --------- Installer------------------------------------------—— — — — -----—
�I
L` at P
- _—� -- =-- - ---------------------—--------------------------------------------------------------------------------------------
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.1�,1'`'-7-��'-'Dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE Inspector
ector--------------------------------------------------------------------------
BOARD
'I
OF HEALTH
TOWN OF BARNSTABLE
Vell eon5truttionpermit
i No. -r
'- ---- ----____ / Fee---"--"----=-----
Permission is hereby granted oA Sco^j"-_//- ------------—---—-----------------------------------------------------------------------------------
to Construct (' ), Alter ( ), or Repair ( ) an Individual Well at:
No. �1 - —�1 J? -— `-J -- —- - ------------------------------------------------------------------------------------------------------------------
street
as shown o the ap ication for a Well Construction Permit
�_ �'
� No. ---�'-�--------- --- --------------------------- Dated-----��--��---� ---------------------------
t
----------- - -= - - -
Board of Health
DATE-- - s= ---
i
ENVIROTECH LABORATORIES, INC.
MA Cer. No.: M-MA 063
449 Rte.130
Sandwich, MA 02563
(508) 888-6460 1800-339-6460
FAX (508) 888-6446
CLIENT: Mary Hamblin LOCATION: 948 River Rd.
ADDRESS: 611 NewTown Rd. Marstons Mills MA 02648
Marstons Mills MA 02648
COLLECTED BY: D.Pennini SAMPLE DATE: 1-6-97
SAMPLE TIME: 10:00
WATER SAMPLE TYPE: New Well DATE RECEIVED: 1-6-97
J LAB I.D. #: 971055
WELL SPECS.: 23'
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method
Limits
Coliform bacteria /100ml 0 0 9222 B
pH pH units 6.0-8.5 5.52 4500 H+
Conductance umhos/cm 500 206 120.1
Sodium mg/L 28.0 25.4 200.7
Nitrate-N/Nitrite-N mg/L 10.0 1.55 4500-NO3 E
Iron mg/L 0.3 0.02 200.7
Manganese mg/L 0.05 0.077 200.7
Volatile Organics See attached report
Chloroform ug/L 100 0.54 EPA 502.2
COMMENTS: Low pH indicates high corrosive characteristics.
Manganese is not a health hazard.
YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED.
44 Date f �G 1
' Ro ald J. S
Laboratory Director
<=less than
>=greater than
TNTC=too numerous to count
Page 1 TOXIKON CORP. REPORT Work order # 97-01-102
Received: 01/08/97 01/10/97 17:00:39
REPORT ENVIROTECH LABS PREPARED TOXIKON CORPORATION
TO "9 ROUTE 130 BY 15 WIGGINS AVE
SANDWICH, MA. 02563 BEDFORD, MA 01730
508-888-6460 FAX: 6446 CER FIED BY
ATTEN DONNA BUTLER ATTEN PAUL LEZBERG
PHONE (617)275-3330 CONTACT TODDC
CLIENT ENVIROTECH SAMPLES 1
COMPANY ENVIROTECH LABS MA CERT # M-MA064: TRACE METALS, SULFATE,CYANIDE,RES. FREE
FACILITY 449 ROUTE 130 CHLORINE, Ca, TOTAL ALK., TDS, PH, THMs, VOC, PEST.,NUTRIENTS.
SANDWICH, MA. 02563 DEMAND. O&G, PHENOLICS, PCBs . CT DHS #PH-0563, NY #10778
FL HRS E87143 NJ DE 59538, NC DNR286 SC 88002 NH 2O4091-C.
WORK ID 96-12-122.EVI
TAKEN 1/6/96 AT 16:OOPM VERIFIED BY:
TRANS
TYPE WATER
P.O. #
INV. # V
SAMPLE IDENTIFICATION TEST CODES and NAMES used an this Workorder
01 971055 502 2 VOC IN H2O BY PURGE & TRAP
Page 2 TOXIIOON CORP_ REPORT York Order # 97-01-102
Received: 01/08/97 Results by Sample
SAMPLE ID 971055 FRACTION 01A TEST CODE 502 2 NAME VOC IN H2O BY PURGE 8 TRAP
Date & Time Collected 01/06/97 16:00:00 Category PATER
DichlorodifLuoromethane ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50
Chloromethane ND 0.50 1,1-Dichloropropene ND 0.50
Vinyl Chloride ND 0.50 Bromoform ND 0.50
Bromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.50
Chloroethane ND 0.50 1,2,3-Trichloropropane ND 0.50
Trichlorofluoromethane ND 0.50 Bromobenzene ND 0.50
1,1-Dichloroethene ND 0.50 2-Chlorotoluene ND 0.50
Methylene Chloride ND 0.50 4-Chlorotoluene ND 0.50
trans-1,2-Dichloroethene ND 0.50 1,3-Dichlorobenzene ND 0.50
1,1-Dichloroethane ND 0.50 1,4-Dichlorobenzene ND 0.50
cis-1,2-Dichloroethene ND 0.50 1,2-Dichlorobenzene ND 0.50
2,2-Dichloropropane ND 0.50 1,2-Dibromo-3-Chloropropane ND 0.50
Chloroform 0.54 0.50 1,2,4-Trichlorobenzene ND 0.50
Bromochloromethane ND 0.50 Hexachlorobutadiene ND 0.50
1,1,1-Trichloroethane ND 0.50 1,2,3-Trichlorobenzene ND 0.50
1,1-Dichloropropene ND 0.50 Benzene ND 0.50
Carbon Tetrachloride ND 0.50 Toluene ND 0.50
1,2-Dichloroethane ND 0.50 Ethylbenzene ND 0.50
Trichloroethene ND 0.50 m-Xylene ND 0.50
1,2-Dichloropropane ND 0.50 p-Xylene ND 0.50
Bromodichloromethane ND 0.50 o-Xylene ND 0.50
Dibromomethane ND 0.50 Styrene ND 0.50
cis-1,3-Dichloropropene ND 0.50 Isopropylbenzene ND 0.50
trans-1,3-Dichloropropene ND 0.50 n-Propylbenzene ND 0.50
1,1,2-Trichloroethane ND 0.50 1,3,5-Trimethylbenzene ND 0.50
1,3-Dichloropropane ND 0.50 tert-Butylbenzene ND 0.50
Tetrachloroethene ND 0.50 1,2,4-Trimethylbenzene ND 0.50
Dibromochloromethane ND 0.50 sec-Butylbenzene ND 0.50
1,2-Dibromoethane ND 0.50 p-Isopropyltoluene ND 0.50
Chlorobenzene ND 0.50 n-Butylbenzene ND 0.50
Napthalene ND 0.50
Notes and Definitions for this Report:
DATE RUN 01/09/97
ANALYST CMD
INSTRUMENT G
UNITS u L
DILUTION 1
ND = NOT DETECTED AT DETECTION LIMITS
I
-r ... - .. .... .. _. ..• - . ... ..:.sue ,..• ., gE..:'1F...
.,T
RSTONS
M MILLS
NOTE.
OOL q
+ DENOTES SPOT ELEVATION �)� / -- G / �/ - �' 96 _ a SOH. o
�1 .. , / 98 LOCUS
CRANBERRY �/� /, / / 1oo _
/ TOP OF BOG
/ -
/ DRAINPIPE �% ji1loODS
i
ELE 90.5' , / O�'
a1��, / �/ �� GE RI�R
ASSESSORS LOT 11 Locus AP
M
\ � ` TOP OF BOG /
TOP OF WATER; I E 1
91.3 IN DITCH / �` /!1\ o ✓ERV DjG PLAN REF.-
90.6 , — '110(-_10) R R N 510 142
GE ' r" ' i 1 o pt�E N /
469/32
461199
410/18
CORYVER OF LCADI_VG `DOCK
ELE✓=100.0(ASS�MED)` 330/26
� 242/145
16 10 HOLLY RES. ZONE- 'RF"
�s D _ Mo FLOOD ZONE.- "C"
TOP OF WATER
91.17' 3 38 0 ��8 00
28
0 � J>HOLL�' Y o�g'06 E
10.E 4 - c 32 -
/ a I PROPOSED °
a HOUSE 0
SLAB , C�_ j I;»,-;J�' i OCA i ON
G E � L�/"
_ o STD 948 RIVER ROAD
XJ j WARSTO IVS MILLS, MA.
EXTST1yNTG rn F
oGS1cIA
11
t.r CRAz,VBERRY
� o v TOP OF BOG \ II \ \ Q i „ ASSE 12-1 i SE H HA MBLI�T
BOG 9?.2 4 fTOT_,T,Y AN QFPAULPL
A�v
MERa KA NKE F SUP✓E Y CONSUL TAINTS
P. O. BOX 265
r ASSESSORS LOT 26 \ \
\� w UNIT 5, ZOE INDUSTRY ROAD
��14 1 S TONS MILLS ��1A. 02648
PH(508)428—0055 — FA X(508)420—5553
41-
,�. GRAPHIC SCALEISCALE: 1 "=30' 12/2/96
\ J DA TE.
ti BRIECE
30 0 15 30 60 ¢�
i \ \ 1 ` o F 'NIm �1 RE V-- 1214196
LI?E-V
c
��, ``���� ° , JOB NO.
o \ \. t� 1, �. .fie, — ",� . 51111A NO-
IN rElr SHEET 1 OF 2
1 inch = 30 ft. �\ 1 �-!$
EL. = 100. 75' .
TOP OF FOUNDATION--SLAB
20' MIN.
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V C.
MIN. PITCH 118 PER FT. 2'LA YER OF
EL.= 99 118"-112"
47-11
/ ' ' � / / / � ' ' ' ' ' ' / / s" MAx / ice , , CONCRETE COVER WASHED STONEEL. =99EL.=1004 CAST IRON PIPE ' ' ' 1 'P�TCH�/4 PERI FT.M CLEAN SAND 9FLOW LINE 12' MIN PIPE PITCH 1/16"" PER FT.= 0.005 MIN.NVERT 1 10" 10' EL=97. 75
14"
MIN _2 0 °
GAS INVERT LEVEL o °0 o °o o °o o ° 61I,„ 00 0 00 0 0 0 ° °
INVERT BAFFLE EL.= 98.25' INVERT�6" SUM INVERT o 0 0 °o °o 0 0 o 00 °0 1 0 ° ° 0 ° °o d' ° o° ° =96.5
EL.= 98.50' EL.= 97. 75' o o 0 00 0 o EL. 0
EL.= 97.50'
(TO BE PLACED ON FIRM BASE) DISTRIBUTION INVERT
MECHANICALLY COMPACTED OR 6" OF STONE BOX EL. J 7.25
1500 __GALLONS
TO BE WATER TESTED FIELD FORMATION
SEPTIC TANK IF MORE THAN ONE OUTLET c�
PLACE ON 6" STONE 314" TO 1-1/2 SOIL ABSORPTION 1
PROFILE
OF
WASHED STONE S ySTEM (SA S) �
SEWAGE E DISPOSAL S YST E� INSTALL A 12' BY 38' FIELD
WITH FIVE FOOT O VERDIG ALL AROUND TOP OF BOG —— PROBABLE WATER TABLE ELE V. __ 91.3 1 8
NOT TO SCALE DOWN FOUR FEET TO MED. SAND. OBSERVED WATER TABLE (11121196) ELEV=_89.5_
OBSERVATION HOLE 1 ELEV= 99.5
PERCOLATION RATE <5 _ MINI INCH AT _60- INCHES OBSERVATION HOLE 2 ELEV. = 98.5
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0-6" 0 ORGANIC IOYR3-1 0-6" 0 ORGANIC IOYR3-1
6"-48" B CLAY & SILT IOYR6-8 6"-48" B CLAY & SILT IOYR6-8
48"-126' Cl MED. SAND 10YR7-6 PERK 48"-120' Cl MED. SAND IOYR7-6
GENERAL NOTES
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF —BARNSTABLE____ RULES AND WATER 120" WATER 108"
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 11121196 SOIL TEST DONE BY BRUCE G MURPHY , R.S.
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY. ED BARRY
10 FT. OF DRIVES OR PARKING AREAS. H—20 LOADING SHALL BE -DESIGN CA L C ULA TIO.I�T�S.'
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. P # & 6
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS 3
BE MORTERED IN PLACE. NOTE.; GARBAGE DISPOSAL . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH NO SEPTIC WITHIN 150' OF WELL TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO NO WELL WITHIN. 150' OF SEPTIC ( 110__GAL./BR.IDA Y x 3--- BR.) 330 GALIDA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
IS TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . . . . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . 74 GAL/DA Y/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 337 GAL DAY
8) PARCEL IS IN FLOOD ZONE __"C' — RESERVE LEACHING CAPACITY . . . 337 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP __45 AS PARCEL _11 . (38 X 12 X . 74)
SHEET 2 OF 2 JOB NUMBER__ 51111A ______
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EL. = IOU 75' ,
TOP OF FOUNDATION--SLAB i
20' MIN.
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C.
MIN. PITCH 118" PER FT. 2"LA YER OF
EL. = 99
6" MAX / ii CONCRETE COVER WASHED STONE
EL. =99 EL. =100
4 CAST IRON PIPE / ' ' i / / , / / , x
(OR PITCH EQUAL) PER FT A. CLEAN SAND 9„
MIN PIPE PITCH 1/16" PER FT.= 0.005 MIN
FLOW LINE 12 EL=97. 75
L—TINVERT 1 10 10
— 98 75' MIN. 14"
EL.--- �z o' °
GAS IN LEVEL o °a ° °o o °o o ° 6„ o o ° 0 00 ° o 0 ° o ° °
BAFFLE — ,98 25' INVERT�6" SUM o 0 0 ° ° o ° ° o o ° o O o o O o o ° o 0 0
INVERT EL.—___ INVERT o 0 0° o So ° % ° o 0 0° o o o ° EL.=96.50
EL. = 98.50' EL. = 97. 75' EL.= 97.50= °
(TO BE PLACED ON FIRM BASE) DISTRIBUTION INVERT
MECHANICALLY COMPACTED OR 6" OF STONE BOXEL.= 97.25
1500 __GALLONS
TO BE WATER TESTED FIELD FORMATION
SEPTIC TANK IF MORE THAN ONE OUTLET c�
PLACE ON 6" STONE 3/4" TO 1-1/2" ,SOIL ABSORPTION �
PROFILE OF WASHED STONE S YSTEM (SAS)
SEWAGE DISPOSAL SYSTEM INSTALL .4 12' BY 38' FIELD �
WITH FIVE FOOT O VERDIG ALL AROUND TOP OF BOG —— PROBABLE WATER TABLE ELE V. __ 91.31.8
NOT TO SCALE DO WN FO UR FEET TO MED. SAND. OBSER VED WATER TABLE (11121196) ELE V. =_89.5—
OBSER VA TION HOLE I ELEV.= 99.5
PERCOLA TION RA TE <5 — MIN./ INCH A T _60'= INCHES OBSER VA TION HOLE 2 ELEV.= 98.5
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0-6" 0 ORGANIC 10YR3-1 0-6" 0 ORGANIC IOYR3-1
6"-48" B CLAY & SILT 10YR6-8 6"-48" B CLAY & SILT IOYR6-8
48" 126' Cl MED. SAND 10 YR7—6 PERK. 48"—I20' Cl MED. SAND 10 YR7—6
GENERAL NO TES
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _BARNS'TABLE RULES AND WATER 120" WATER 108"
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 11121196 SOIL TEST DONE BY BRUCE G. MURPHY , R S
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: ED BARRY
WITHSTANDING H-10 LOADING" UNLESS" THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CALCULA TION,S'-
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. P # 8816
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS 3
BE MORTERED IN PLACE. NOTE.' GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH NO SEPTIC WITHIN 150' OF WELL TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO NO WELL WITHIN 150' OF SEPTIC ( 110—_GAL./BR./DAY x 3--- BR.) 330 GALIDA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . 74 GAL/DAY/S.F
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 337 GAL/DAY
8) PARCEL IS IN FLOOD ZONE_ "C" RESERVE LEACHING CAPACITY . 337 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP __45 AS PARCEL _11 (38 X 12 X . 74)
SHEET 2 OF 2 JOB NUMBER _ 51111A