HomeMy WebLinkAboutCorrespondence - 725 BOXFORD STREET 1/26/2009 0FNORT[i ANDOVER
DIVISION Or', I mmvs
%/A11 11 H�,I�"ATM F
420 G R FIATJ)()�,i 1) 1�,()A D, �1,xtS 2909
DfiUX-, F,(M 7N) 688-95 74
f, Bedrosit"', -9,575
(978) 688
( EGEIVED
January 26, 2009
Ms.Karrie Brenneman 0 Zll�l
Mr. John Glasko 11 I
�j
725 Boxford Street R-T,b DEPAj
North Andover,MA 01845 ..HEAL,.........
Dear Ms. Brenneman and Mr. Glasko,
Enclosed are the Volatile Organic Compound(VOC)results from the water samples collected at your home and
at the hydrant outside your home on December 23,2008 and January 13,2009.
All vOC's were negative except for the four Trihalomethanes which are byproducts of all chlorinated
water. All TI-IM results were well below the Maximurn ContamTinaMnt Level (MCL) allowable by the EPA of 80
parts per billion(ppb).
There was also a very low reading of Naphthalene in the four samples.Naphthalene rarely occurs in water and
when it does it is so low that it is not considered a health concern. There is an established Health Reference
Level (HRL) of 140 ppb. The results-of the all four samples collected were only I part per billion (ppb). We
suspect the Naphthalene might be a byproduct of the cement lining process used in coating of the new main.
I have been in contact with Tim Willet, Superintendent of the putiosg ib Sy hrding hid he is willing to flush the new main again. This will probably ot occur until warmer weater as not to cause
unsafe icing conditions in the roads. Once we have flushed the area again, we would be more than happy to
retest the water from your tap.
Hopefully, regarding all the tests that we have done, this has reassured you that your water is safe to drink. If
you would like to discuss these findings or would like to request further testing, please call me at 978 688 9574
I , Y� _1Y t) - T, �-
or email me at n( tnor � an,dov ",cOM,
Sincerely,
Linda Hmurciak
Assistant Superintendent/Lab Director
North Andover Water Treatment Plant
cc: John T. Smolak, Esq., Smolak&Vaughan
Bruce Thibodeau,Director of Public Works
Susan Sawyer, Director of Public Health
GROUNDWATER
ANALYTICAL
EPA Method 524.2
Volatile Organics by GOMS
Field ID: 725 Boxford St.House Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 mL VOA Vial
Client: North Andover Water Treatment Plant Preservation: Ascorbic Acid/Cool
Laboratory ID: 122906-1 QC Batch ID: VM7-3103-W
Sampled: 01-13-09 13:10 Instrument ID: MS-7 HP 6890
Received: 01-14-09 17:30 Sample Volume: 25 mL
Analyzed: 01-19-09 22:07 Dilution Factor: 1
Page: 1 of 2
Analyst: EMC
-- - ---- Concentration Notes Units Reporting Limit
CAS Number Analyte - -"-
------ ----
------- ---BKL ----...-..- ug1L 0,5
75-71-8 Dichlorodifluoromethane --
------
----- ----- BRL ug/L 0.5
74-87-3 Chloramethane - ------"-
--------- --- - ---- BRL ---.-- ug/L 0.5
75-01-4 Vinyl Chloride ---
BRL. -u-L
74-8 -9 BRL ug/L-
---..-.-
_ 0.5
75-00-3 Chloroethane -- ----
------- ---------------- BRL
ug/L 0.S
75-69.4 TrichIorofIuoromethane --
--- - ---- - BRL ug/L 0.5
75-35-4 1,1-Dichloroethene ---
----------------------------------BRL. ------- ug/L 0.5
75-09-2 Meth lene Chloride --- ---- -
-- Y- -----..--- ------- BRL .---- ug/L 0.5
1 SEi-60-5 trans-1,2-Dichloroethene - -
--------------------
--- -- --------- - BRL ug/L 0.5
1634-04 4 Methyl tert-butyl Ether(MTBE) ---- --
-- -
75-34-3 1,1-Dichloroetl3ane - - -- BRL --- -ug/L t-::---00o BRL ug/L .5
594-20-7 2,2-Dichloropropane _----- ------- .- - ---- ug/L .5
156-59-2 cis-1,2-Dichloroethene- ---- -- BRL ug/L .5
74-97-5 Bromochloromethane __ _23 g/L .5
67-66-3 Chloroform--. BRl ug,t. .�>71-55-6 1,1,1-Frichloroethane --.ug/L 5
5(i-23-5 Caron Fetrachloride 56.3-58-6 1,1-Dichloro ro ene BRI. .5 --
p p ------- -- ------ ----- -
------. ----- u L 0.5
71-43-2 Benzene BRL
-- ----- ----..----- BRL ug/L. 0.5
107-06-2 1,2-Dichloroethane -
------ ---------- BRL ug/L 0.5
79-01-6 Trichloroethene --..----- -------- -
---- BRL ugJL 0.-
78-87-5 1,2-Dichloropropane-----._ -- ------
------.-BRL - - -- ug/L 0.5
74-95-3 Dibromomethane ---
--- -.
------ -m-- - - 10 ug/I_ 0.5
75 27 4 Broodichlommethane ---
-- -- -10 BRL ug/L. 0.5
061-01-5 cis 1,3-Dichloropropene _ --.--- ---- -
-- - -------BRL---- ug/L 0.5
108 88-3 Toluene - ---- -----
10061-02-6 trans 1,3 Dichloro7ro ene BRL u,. L 0.
-- ---BRL -.--._ ug/L 0.5
79-00-5 1,1,2-Trichlaraethane -- ---- ---
-_---
-- -
-------_ - ------------ BRL ug/L 0•
127-18-4 Fetrachloroethene ----
-- --- - ---- ------- BRL ug/L 0.5 5
142-28-9 1,3-DichIoropropane ---- -
124-48-1 Dibromochloramethane 7 -..._
..--
---.-
106-93-4 1 2-Dibrornoethane ---- ------
BRL Ll 0.5
108-90 7 Chlorobenzene BRL ug/L
--.-. BRL ug/L 0.5
630-20-6 1,1,1,2-Tetracliloroetfrane - - - ---
---- -.-..-- --. --- BRL. ug/L 0.5
100 41-4 Ethylbenzene - -
-- -._ u L 05
10838-3/106 42-3 meta-Xyleneandpata-Xylene-
BRL ---.
9.5-47-6 ortha-Xylene BRL u L ---._---
-- - ---- - -- BRL ug/L 0.5
..100-42-5 Styrene ---- -------
--- ----07 ----- ug/L 0.5
m ,
75-25-2 Bro
oform - - --- -
-- -----. -.-_-.-.--- BRL ug/l 0.5
98-82-8 Isopropy,benzene --- - - -
- _BRL ug/L 0.5
108-861 Bromobenzene --- ----- -- ----
- -. --- -- BRL ug/L 0.5
7)-34-5 1 1,2,2 Tetrachloroethane ----
_ -- ----- ug/L 0.5
-96-18-4 1 1,3'------ BRL.
Trichloropropane - --- -ug/L -7-
103 65 1 n-Piopylbenzene ---- --- -
-----. BRL ug/L 0.5
95-49-8 2-Chlorotoluene -
----- --. --- -- -- BRL. ug/1- 0 5
108-67-8 1,3,5-Trimeth (benzene - - -
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 3 of 20
GROUNDWATER
ANALYMAL
EPA Method 524.2 (Continued)
Volatile Organics by GC/MS
Field ID: 725 Boxford St.House Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 mL VOA Vial
Client: North Andover Water Treatment Plant Preservation: Ascorbic Acid/Cool
Laboratory ID: 122906-1 QC Batch ID: VM7-3103-W
Sampled: 01-13-09 13:10 Instrument ID: MS-7 HP 6890
Received: 01-14-09 17:30 Sample Volume: 25 mL
Analyzed: 01-19-09 22:07 Dilution Factor: 1
Analyst: EMC Page: 2 of 2
CAS Number Analyte Concentration Notes Units Reporting Limit
106-43-4 4-Chlorotoluene BRL ug/L 0.5
98-06-6 tert-Butylbenzene BRL ug/L 0.5
95-63-6 1,2,4-Trimethylbenzene BRL ug/L 0.5
135-98-8 sec-Butylbenzene BRL ug/L 0.5
_ ---.. ... - --- _.- --------- -- ---- —
541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5
99-II7-6 4-Isopropyltoluene BRL ug/L 0.5
106-46-7 1,4-Dichlorobenzene BRL ug/L 0.5
95-50-1 1,2-Dichlorobenzene BRL Lig/L 0.5
104-51-8 n-Butylbenzene BRL ug/L 0.5
96-12-8 1,2-Dibromo-3-chloropropane BRL ug/L 0.5
120-82-1 1,2,4-TrichIorobenzene BRL ug/L 0.5
87-68-3 Hexachlorobutadiene BRL ug/L 0.5
91-20-3 Naphthalene 1 ug/L 0.5
87-61-6 1,2,3=Fichlorobenzene BRL ug/L 0.5
------ - - -- — - ---- ------------ - -
QC Surrogate Compound Spiked Measured Recovery QC Limits
1,2-Dichlor'obenzene-c14 10 11 106 % 80-120%
4-Bromofluorobenzene 10 10 104 % 80-120%
Method Reference: Methods for the Determination of Organic compounds in Drinking Water,Supplement III,US EPA,
EPA-600/R-95/131 (1995). Method Revision 4.1.
Report Notations: ERE Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be
reliably quantified wider routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution.
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 4 of 20
GROUNDWATER
ANALYTICAL
EPA Method 524.2
76'1 0 Volatile Organics by GUMS
Field ID: 2715,Boxford St.Hydrant Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 rut.VOA Vial
Client: North Andover Water Treatment Plant Preservation: HCl/Cool
Laboratory ID: 122602-2 QC Batch ID: VM7-3090-W
Sampled: 12-23-08 15:15 Instrument ID: MS-7 HP 6890
Received: 12-29-08 16:56 Sample Volume: 25 nit-
Analyzed: 01-06-09 16:21 Dilution Factor: 1
Analyst: TRA Page: r or 2
CAS Number Analyte Concentration Notes Units Reporting Limit
75-71-8 DichIo rod ifluvrornethane BRL ug/L 0.5
74-87-3 Chloromethane BRL ug/L 0.5
75-01-4 Vinyl Chloride BRL ug/L 0.5
74-83-9 Brornamethane BRL - ug/L 0.5
75-00-3 Chloroethane BRL ug/L 0.5
75-69-4 T r i c h I o ro fl u o rom et h a n e BRL ug/L 0.5
75-35-4 1,1-Dichloroethene BRL ug/L 0.5
75-09-2 Methylene Chloride BRL ug/L 0.5
156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5
- -- - --- ---------
----- --- -- --- -
1634-04-4 Methyl tort-butyl Ether(MTBE) BRL - ug/L 0.5
75-34-3 1,1-Dichloroethane BRL -- ug/L. 05
594-20-7 2,2-Dichloropropene BRL ug/L. - 0.5
156-59-2 cis-'1,2-Dichloroethene BRL ug/L 0.5
74-97-5 BroinochIoromethane BRL ug/L 0,5
- -..---- ----------- - - ---- .__..-... - ------- -- -
67-66-3 Chloroform 22 ug/L 0.5
---------- ---- ----- ------------------------------- ---- -
71-55-6 1,1,1-Trichloroethane BRL ug/L 0.5
56-23-5 Carbon Tetrachloride BRL -ug/L 0.5 -
------------- --- - ------ ---- --------- --- - - -
563-58-6 1,1-Dichloropropene BRL ug/L 0.5
7143-2 Benzene BRL ug/L 0.5
107-06-2 1,2-Dichloroethane BRL ug/L 0.5 -
79-01-6 Trichloroethene BRL U__ L 0.5
78-87-5 1,2-Dichloropropane BRL ug/L 0.5
74-95-3 Dibronxymetltane - L3RL - --ug/L 0.5
75-27-4 BrornodichIoromethane 9 ug/L 0.5
- .-- ---- -- ------ -. - --..- -- ---.--- - -
10 06 1-0 1-`i cis--1,3-D ich loropropene BRL ug/L 0.5
108-88-3 Toluene BRL --- - ug/L 0.5
10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5
79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5
127.18-4 Tetrachloroethene BRI. ug/L- 0.5 -
-._- - --
142-28-9 1,3-Dichlvrvpropane BRL u L 0.5
124-48-1 DibromochIoromethane 6 ug/L 0.5
106-93-4 1,2-Dibromoethane BRL ug/L 0.5
X108-9-6-7 C1 lorobenzene BKL ug/L 0.5
630-20-6 1,1,1,2-Tetrach1oroethane BRL ug/L 0 5
100-41-4 Ethylbenzene BRL - ug/L 0.5
-- - --
---
- ---- - --
n7a 3a 3/106-72-3 meta-Xylene and para Xylene BRL ug/L 0.5
95 47 6 + ortho-Xylene BRL ---- - ug/1'-- 0.5
10 -42- -- -
100 42 5 I
Styrene- BRL ug/l. 0.5
rBromofyrm 0.6 - ug/L. 0.5
f BRL u� L O a
98 82 8 � Itioprapylbcnzene - �
108-86-1 C Brornobenzene BRL ug/L 0 >
79-34-5 1,1,2,2 Tetrachloroethane BRL ug/L 0
-- --. -_.
96-18-4 � 1,2,3 Tnchlvroprvpane BRL u g/L 0.5
103-65-1 n Piopylbenzene BRL ug/L 0-5
r - - -L.._ - BRL-- - -ug/L 09 -49-8 49 8 2 Chlorotvluene _
108-67-8 1 3 1 rimeth Ibenzei7e BKL ug/L 0 1
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 5 of 18
GROUNDWATER
ANALYTICAL
EPA Method 524.2 (Continued)
Volatile Organics by GC/MS
Field ID: ^475-eoxford St.Hydrant Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 rnL VOA Vial
Client: North Andover Water Treatment Plant Preservation: HCl/Cool
Laboratory ID: 122602.2 QC Batch ID: VM7-3090-W
Sampled: 12-23-08 15:15 Instrument ID: MS-7 HP 6890
Received: 12-29-08 16:56 Sample Volume: 25 Poll-
Analyzed: 01.06-09 16:21 Dilution Factor: 1
Analyst: TRA Page: 2 of 2
-------------- ---------------
CAS Number Analyte Concentration Notes Units Reporting Limit
- - -- -------------------- - - - -- ---- --
106-43-4 4-Chlorotoluene BRI_ ug/L 0.5
_ ------- ----- --- - - --- ---- -
98-06-6 tert-Butylbenzene BRL , ug/L —0.5 - -_
------ --- --- ---- - --
95-63-6 1,2,4-Trimethylbenzene BRL ug/L 0.5
135-98-8 sec-Butylbenzene BRL ug/L 0.5
541-73-1 1,3-Dichlo robe nzene BRL Ltg/L 0.5
99-87-6 4-Isopropyltoluene BRL ug/L 0.5
106-46-7 1,4-Dichlorobenzene BRL ug/L 0.5
95-50-1 1,2-Dichlorobenzene BRL Ltg/L 0.5
104-51-8 n-Butylbenzene BRL ug/L 0.5
-- ------------ - ._ - --- -----
96-12-8 1,2-Dibromo-3-chloropropane BRL ug/L 0.5
120-82-1 1,2,4-Tric1)1 orobenzerle BRL ug/L 0.5
87-68-3 Hexachlorobutadiene BRL ug/L 0.5
91-20-3 Naphthalene 1 ug/L 0.5
87-61-6 1,2,3-TrIc111orobenzene BRL ug/L 0.5
------------------
QC Surrogate Compound Spiked Measured Recovery QC Limits
1,2-Dichlorobenzene-d4 10 11 108 % 80-120%
- -- — ------- --- ... -- - —-- ------------- - — -------
4-Brornofluorobenzene 10 10 102 % 80- 120%
Method Reference: Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA,
EPA-600/R-95/131 (1995). Method Revision 4.1.
Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be
reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution.
GI-OUndwater Analytical, Inc., P.Q. Box '1200, 228 Main Street, BLlzzards Bay, MA 02532 Page 6 of 18
GROUNDWATER
ANALYTICAL
EPA Method 524.2
Volatile Organics by GUMS
Field ID: ' 9 Boxford St.House Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 mL VOA Vial
Client: North Andover Water Treatment Plant Preservation: HCl/Cool
Laboratory ID: 122602-1 QC Batch ID: VM7-3090-W
Sampled: 12-23-08 14:46 Instrument ID: MS-7 HP 6890
Received: 12-29-08 16:56 Sample Volume: 25 nrL
Analyzed: 01-06-09 15:51 Dilution Factor: 1
Analyst: TRA Page: t of 2
CAS Number Analyte Concentration _ Notes Units Reporting Limit
75-71-8 - DichIo rod ifIuoromethane -- BRI. ug/L 0.5
7487-3 Chloromethane ----BRL ----- ug/L 0.5
75-01-4 Vinyl Chloride BRL ug/L 0.5
74-83-9 Bromomethane BRL - ug/I. 0.5
75-00-3 Chloroethane BRL ug/L 0.5
75-69-4 Trichlorofluoromethane BRL ug/L 0.5
75-35-4 1,1-Dichloroethene BRL ug/L 0.5
75-09-2 Methylene Chloride - BRL ug/L 0.5
156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5
1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/L 0.5
75-34-3 1,1-Dichloroethane BRL ug/L 0.5
594-20-7 2,2-Dichloropropane BRL ug/L 0.5
156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5
74-97-5 Bromochloromethane BRL ug/L 0.5
67-66-3 - form - - -Chloro 27 - ug/L 0.5
------ ---- -- ----- ------ - - -
71-55-6 1,"1,1-Trichloroethane BRL --- ug/l. 0.5 -
56-23-5 Carbon Tetrachloride BRL ug/L 0.5
563-58-6 1,1-Dichloropropene BRL ug/L 0.5
71-43-2 Benzene BRL ug/L 0.5
107-06-2 1,2-Dichloroethane BRL ug/1- 0.5
79-01-6 Trichloroethene BRL ug/L - 0.5
78-87-5 1,2-Dichloropropane BRL ug/L 0.5
74-95-3 Dibromomethane BRL ug/L 0.5
75-27-4 BrOmodichlor0rnethane 9 ug/L 0.5
10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5
108-88-3 Toluene BRL - -- --ug/L -- 0.5
10061-02-6 trams-1,3-Dichloropropene BRL ug/L 0.5
79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5
--- --- -- - - -. -
127-18-4 Tetrachloroethene BRL ug/L 0.5
142-28-9 1,3-Dichloropropane BRL ug/L 0.5
124-48-1 Dibromochloromethane 5 ug/L 0.5
106-93-4 1,2-Dibroinoethane BRL ug/L 0.5
108-90-7 Chlorobenzene BRL ug/L 0.5 f
630-20-6 1,1,1,2-Tetrachloroethane BRL ug/L 0.5
100-41-4 Ethylbenzene BRL ug/L. 0.5
108-:38.3/106-42a meta-Xylene and,tiara-Xylene BRL ug/L 0.5
95-47-6 ortho-Xylene BRL - - ug/L 0
100-42-5 Styrene BRL UL 0.5
75-25-2 Brornoform 0 5 ug/L 0.5
98-82-8 Isopropylbenzene BRL ug/L 0.5
108-86-1 Brornobenzene BRL ug/L _ 0.5 _
r p p - -- -- rL- -- 0.5
79-34-5 1 1 2 2/Tetr7chloroethane BRL rr, 0
96-18-4 1 2,3 Frichloro ra 3ne BRL ug/L O..r __ I
1039-8 r PlopOtOlUeene ... ---- - BRL -. -... u'/i _._._ 5 ....-...--
-108-67-8 1 3 f5I Trom)etthylbe.nzene - ---__ -- - ( ....._ / -- --- .. -..._
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 3 of 18
EPA Method 524.2 (Continued)
Ut Volatile Organics by GC/MS
Field ID: .Boxford St.House Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 nd-VOA Vial
Client: North Andover Water Treatment Plant Preservation: HCl/Cool
Laboratory ID: 122602-1 QC Batch ID: VM7-3090-W
Sampled: 12-23-08 14:46 Instrument ID: MS-7 HP 6890
Received: 12-29-08 16:56 Sample Volume: 25 mL
Analyzed: 01-06-09 15:51 Dilution Factor: 1
Analyst: TRA page: 2 of z
CAS Number Analyte Concentration Notes Units Reporting Cuntt
------- ------ ----- ------- -------- --------- --------- ---
106-43-4 4-Chlorotoluene BRL ug/L 0.5
98-06-6 tort-Butylbenzene BRL ug/L 0.5
95-63-6 1,2,4-Trimethylbenzene- BRL ug/L 0.5
135-98-8 sec-Butylbenzene BRL ug/L 0.5
541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5
99-87-6 4-Isopropyltoluene BRL ug/L 0.5
106-46-7 1,4-Dichlorobenzene BRL. ug/L 0.5
- - - --- -----.._--.. - ------ --------
95-50-1 1,2-Dichlorobenzene BRL ug/L 0.5
104-51_8— n-Butylbenzene BRL ug/L 0.5
96-12-8 1,2-Dibrorrlo-3-chloropropane BRL ug/L 0.5
120 82-1 1,2,4-Dichlorobenzene BRL ug/L 0.5
II7-68-3 11exachIorobutadiene BRL ug/L 0.5
91-20-3 Naphthalene 1 ug/L 0.5
----— —- --- _.....--- ---------- -- -- -- - --
87-6'1-6 1,2,3-Trichlorobenzene BRL ug/L 0.5
-- - - --- - --- - - -------------- - --
QC Surrogate Compound Spiked Measured Recovery QC Limits
1,2-Dichlorobenzene-d4 10 11 109 °/ 80-120%
--------------- -- ----- ---------- --— -------------- ----------------------- --
4-Bromofluorobenzene 10 10 104 % 80-120`%
--------------
Method Reference: Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA,
EPA-600/R-95/131 (1995). Method Revision 4.1.
Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be
reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution.
Groundwater Analytical, Inc., P.O. Box 1200, 22£3 Mein Street, Buzzards Bay, MA 02532 Page 4 of 18
GROUNDWATER
ANALYTICAL
EPA Method 524.2
Volatile Organics by GUMS
Field ID: 725 Boxford St.Hydrant Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 mL VOA Vial
Client: North Andover Water Treatment Plant Preservation: Ascorbic Acid/Cool
Laboratory ID: 122906-2 QC Batch ID: VM7-3103-W
Sampled: 01-13-09 13:16 Instrument ID: MS-7 HP 6890
Received: 01-14-09 17:30 Sample Volume: 25 mt.
Analyzed: 01-19-09 23:04 Dilution Factor: 1
Analyst: EMC page: t of 2
CAS Number Analyte Concentration Notes Units Reporting Limit-
75-71-8 Dichlorodifluoromethane BRL ug/L. 0.5
74-87-3 Chlorornethane BRL ug/L 0.5
75-01-4 Vinyl Chloride BR 1. ug/L 0.5
74-83-9 Bromomethane BRL ug/L 0.5
75-00-3 Chloroethane BRL ug/L 0.5 -
75-69-4 Trichlorofluoromethane BRL ug/L 0.5
75-35-4 1,1-Dichloroethene BRL ug/L 0.-5-----
75-09-2 Methylene Chloride BRL ug/L 0.5
156-60-5 trams-1,2-Dichloroethene BRL ug/L 0.5 -
1634-044 Methyl tort-butyl Ether(MTBE) BRL ug/L 0.5
75-34-3 1,1 Dichloroethane BRL -- - ug/L - OS -_
594-20-7 2,2-Dichloropropane BRL ug/L 0.5
156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5
74-97-5 Bromochloromethane BRL ug/L 0.5 -
67-66-3 Chloroform 21 ug/L 0.5
71-55-6 1,1,1-Trichloroethane BRL - - ug/L 0.5 --
56-23-5 Carbon Tetrachloride BRL ug/L 0.5
563-58-6 1,1-Dichloropropene BRL ug/L --0.5
----- --- ---- -- ----------------------- --- -- ---------
71-43-2 Benzene BRL ug/L 0.5
107-06-2 1,2-Dichloroethane BRL ug/L 0.5
79-01-6 Trichloroethene BRL ug/t. 0.5
78-87-5 1,2-Dichloropropane BRL ug/L 0 5
74-95-3 DlbrOrT10methene. BRL ug/L 0 5
75-27-4 BromodichIoromethane 10 ug/L 0.5
10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5
108-88-3 Toluene BRL ug/L 0.5
- ------ --... - ------- - - -- - -
10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5
79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5
127-18-4 Tetrachloroethene BRL ug/L 0.5
142-28-9 1,3-Dichloropropafie BRL ug/L 0.5
124-48-1 Dibromochloromethane 6 ug/L 0.5
- --------- _..--- --- -- ---- - -
106-93-4 1,2-Dibrornoet1)ane BRL ug/L ---Q.5
108-90-7 Chlorobenzene BRL ug/L 0.5
630-20-6 1,1,1,2-Tetrachloroethene BRL ug/L 0.5
100-41-4 Ethylbenzene BRL ug/L_ 0.5
-- --- - - .. ---- --
1083a-3/106-42-3 meta-Xylene andpare-Xylene BRL ug/L 0.5
_- -- - ----- -- - - --- -_.. --- ---- ---_
95-47-6 ortho-Xylene BRL ug/L 0.5
----- ------- _- -- - .-- - --
100-42-5 Styrene BRL ug/L 0.5
75-25-2 Bromoform 0.6 ug/L 0.5
98-82-8 Isopropylbenzeoe BRL ug/L 0 5
108-86-1 Bromobenzene BRL ug/t. 0.5
79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 0.5
96-18-4 1,2,3-1 ric41oropropane BRL ug/L 0.5
103-65-1 n-Propylbenzene BRL ug/L 0.5
-
95-49-8 2-Chlorotoluene BRL ug/l. 0 5
108-67-8 1,3,5-Trimethylbenzene BRL ug/L 0.5
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 5 of 20
GROUNDWATER
ANALYTICAL
EPA Method 524.2 (Continued)
Volatile Organics by GUMS
Field ID: 725 Boxford St.Hydrant Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 mL VOA Vial
Client: North Andover Water Treatment Plant Preservation: Ascorbic Acid/Cool
Laboratory ID: 122906-2 QC Batch ID: VM7-3103-W
Sampled: 01-13-09 13:16 Instrument ID: MS-7 HP 6890
Received: 01-14-09 17:30 Sample Volume: 25 mL
Analyzed: 01-19-09 23:04 Dilution Factor: 1
Analyst: EMC Page: 2 of 2
CAS Number Analyte Concentration Notes Units Reporting Limit
-- -- -- ------- -- -------- -------
106-43-4 4-Chlorotoluer7e BRL ug/L - --0.5
98-06-6 tert-Butylbenzene - BRL ug/L - 0.5
- --- - — - - - - - - -- -- --------- -...— -
95-63-6 1,2,4-Trimethylbenzene BRL ug/L 0.5
-- - - ----__---
135 98-8 sec-Butylbenzene BRL ug/L 0.5
-- - - —. .
541-73-1 1,3-C'
BRL - - - ug/L 0.5
99-87-6 4-Isopropyltoluene BRL ug/L 0.5
---- - - -- -- - —
106-46-7 1,4-Dichlorobenzene BRL ug/L 0.5
95-50-1 1,2-Dichlorobenzene BRL ug/L 0.5
----------
104-51-8 n_Butylbenzene -
96-12-8 1,2-Dibromo-3-chloropropane BRL ug/l. 0.5
120-82-1 1,2,4-Trichlorobenzene BRL ---- ug/L 0.5
--- -- - - - -- - -- - --—
87-68-3 Hexachlorobutadiene BRL ug/L 0.5
91-20-3 — -- Naphthalene _.--- -- - 1 ug/L 0.5
-- -- --- - --.._.- ---------.._.....---
87-61-6 1,2,3-Trichlorobenzetle BRL ug/l. 0.5
QC Surrogate Compound Spiked Measured Recovery QC Limits
112-Dichloroben ene d4 10-12 116 °/
80-1
4-13 r0m0fIUorobenzene 10 11 114 % 80-120
Method Reference: Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA,
EPA-600/R-95/131 (1995). Method Revision 4.1.
Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be
reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution.
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 6 of 20
GROUNDWATER
ANALYTICAL
EPA Method 524.2
Volatile Organics by GUMS
Field ID: WTP-FW Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 nit.VOA Vial
Client: North Andover Water Treatment Plant Preservation: Ascorbic Acid/Cool
Laboratory ID: 122906-3 QC Batch ID: VM7-3103-W
Sampled: 01-13-09 13:40 Instrument ID: MS-7 HP 6890
Received: 01-14-09 17:30 Sample Volume: 25 mL
Analyzed: 01-20-09 00:02 Dilution Factor: 1
Analyst: EMC Page: 7 of 2
--------------
CAS Number Analyte Concentration Notes Units Reporting Limit
75-71-8 Dichlo_rodifluoromethane BRL ug/L 0.5
74-87-3____ _-Chloromethane BRL - ug/L -----0,5
75-01-4 Vinyl Chloride BRL ug/L 0.5
- ----- _.--- -- -------- --------- ----------- ..__..._.....------
74-83-9 Bromomethane BRL ug/L 0.5
75-00-3 Chloroethane BRL ug/L 0.5
75-69-4 TrlchloroflUoromethane BRL ug/L 0.5
75-35-4 1,1-Dichloroethene BRL ug/L 0.5
75-09-2 Methylene Chloride BR-1 ug/L 0.5
156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5
1634-04-4 Methyl tort-butyl Ether NTH) BRL ug/L 0.5 -_
75-34-3 1,1-Dichloroethane BRL ug/L 0.5
594-20-7 2,2-Dichloropropane BRL ug/L 0.5
156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5
74-97-5 BromochIoromethane BRL. ug/L 0.5
67-66-3 Chloroform 0.6 ug/L 0.5
71-55-6 1,1,1-Trichioroethane BRL ug/L 0.5
56-23-5 Carbon tetrachloride BRL ug/L 0.5
563-58-6 1,1-Dichloropropene BRL ug/L 0.5
--- -------- ------------ ----- ---
71-43-2 ____ Benzene BRL _ ug/L 0.5
107-06-2 1,2-Dichloroethane BRL ug/L 0.5
79-01-6 Trichloroethene BRL ug/L 0.5
-- -- ---- - -- --- -- -------------
78-87-5 1,2-Dichloropropane BRL ug/L 0.5
74-95-3 Dibromornethane BRL ug/L 0.5
75-27-4 Bromadichlorcnnetharre 1 ug/L 0.5
10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5)
108-88-3 Toluene BRL ug/L 0.5
10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5
79-00-5 1,1,24richloroethane BRL ug/L 0.5
127-18-4 Tetrachloroethene BRL ug/L 0.5
142-28-9 1 3 Dichloropropane BRL ug/L 0 5
124-48-1 Dibromochloromethane 2 ug/L O.S
106-93-4 1,2-Dibromoethane BRL ug/L 0.5
108-90-7 Chlorobenzene BRL. ug/L 0.5
630-20-6 1,1,1,2-Tetrachlo roe tIn ane BRL ug/L 0.5
10041-4 Ethylbenzene BRL ug/L- 0.5
--- _.-- _
108-38 3/106-42-3 meta Xylene and Para-Xylene BRL ug/L 0.5
95-47-6 ortho-Xylene BRL ug/L- 0.5
100-42-5 Styrene BRL ug/L 0.5
75-25-2 Bromoform BRL ug/L 0.5
98-82-8 Isopropylbenzene BRL ug/L. 0.5
108-86-1 Bromobenzene BRL ug/L 0.5
79-34-5 1,1,2,2-TetiachIoroethane BRL ug/L 0.5
--- - ------- .._.......----------
96-18-4 1,2,3-TrichIoropropane BRL ug/L 0,5
103-65-1 n-Pio> (benzene BRL u' L 0.5
95-49-8 2-Chlorotoluene BRL ug/L 0.5
------ _------- -- - -......--------
108-67-8 1,3,5-Trimethylbenzene BRL ug/L 0.5
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 7 of 20
GmuwWATER
ANALYTICAL
EPA Method 524.2 (Continued)
Volatile Organics by GUMS
Field ID: WTP-FW' Matrix: Aqueous
Project: North Andover Water Treatment/3210000 Container: 40 mL VOA Vial
Client: North Andover Water Treatment Plant Preservation: Ascorbic Acid/Cool
Laboratory ID: 122906-3 QC Batch ID: VM7-3103-W
Sampled: 01-13-09 13:40 Instrument ID: MS-7 HP 6890
Received: 01-14-09 17:30 Sample Volume: 25 ml-
Analyzed: 01-20-09 00:02 Dilution Factor: 1
Page: 2 of 2
Analyst: EMC - ----
.-..-------- ----------------.__-..---- Reporting Limit
CAS Number Analyte - - Concentration - Notes - -Units - --
106-43-4 4-Chlorotoluene ----- -- - BRL ---- -ug/L _ - 0.5 --
------ - ---------- BRI. ug/L 0.5
98-06-6 tart-Butylbenzene ---__-- --- -..------- -- --------
95-63-6 - 1,2,4-Trimethylbenzene - -.----- BRL ---- --- --���_ --0.5 --
- ---.-- - ---- - -- BRL ug/L 0.5
135-98-8 sec-Butylbenzene -- --- -- ---- ----
------ BRL ug/L 0.5
541-73-1 1,3-Dichlorobenzene _ ---- -- -
------ BRL---- ug/L 0.5
99-87-6 4-Isopro pry ItoIuene
----------------------- ------
---- ------ ----- u L 0.5
106-46-7 1,4-Dichlorobenzene --- - -------
BRL
------------
- --- - -- --.-_.-_ BRL ug/L 0.
95-50-1 1,2- ichlorobenzene
----- --- ----------------------------------
------ ----- BRL ug/L 0.5
104-51-8 n-But (benzene ----- ----0.----
—._—_—..._--
_ y _—.—_—.--.... ---_ ---.----.--- r
96-12-$ 1,2-Dibromo-3-chIoro ro>ane -- BRL- ---- u L_-_ -_-_'_--
P — -- -
----- _ BRL ug/L 0.5
120-82-1 1,2,4-Trichlorobenzene -_-._-----.-..-- ----- ----
--
--- --------------. -I- BRL u L 0.5
87-68-3 hlexachlorobutadiene - _------.---- - --
-----------
--- ----- BRL ug/L 0.
91-20-3 Naphthalene
- -- ------
------- --p---------- ------ BRL -----_...---
87-61-6 1,2,3-Trichlorobenzene ug/L 0.5- ---
- --- ------ - - C Limits
QC Surrogate Compound Spikeddd Measured Recovery - --- - - Q-- _
-- ---- 80 120
1,2-Dichloid mzene d 1(I 12 118 °/ -_—.-.-- --_- -------
__ _ -- ------ 80-120
4-Bromofluorobenzene - - -- 10 —12 -_ 116 - ------ _ --------
Method Reference: Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA,
EPA-600/R-95/'131 (1995). Method Revision 4.1.
Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be
reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution.
Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 8 of 20
Water Safety Servicesq
S�x
"" ,, ( )781-932-8787 - .
12/23/08
DENNIS BEDROSIAN
NORTH ANDOVER WATER TREATMENT PLANT
420 GREAT POND ROAD
NORTH ANDOVER, MA 01845
Re: 725 BOXFORD ST, POOR WATER QUALITY
KARRIE BRENNEMAN &JOHN GKASKO
Dear Dennis:
Per your request, I performed a cross connection survey at the above named facility. The new
water service seems to be all copper, at least the service entrance inside the home was
appropriate copper piping. The previous well connection was completely disconnected from the
town water supply, cut and capped from the home's water service.
So, from a cross connection standpoint the home is in compliance.
The water quality, however did seem to me to be an issue. The kitchen faucet water did seem to
have excess air in the system, as noticed by the presence of excess water bubbles in a clear glass.
The air bubbles dissipated, as normal within thirty seconds. Admittedly my sense of smell is
probably below the average, but there was a faint odor of what may be described as petro-
chemical in nature in the cold water supply ans slightly stronger in the hot water supply. Both of
the above problems did not appear in a cold water supply serviced by a common cartridge
charcoal filter system.
It is possible, if the system was compromised prior to the public water supply being connected to
the home's water supply, that there is some residual contamination in the facility' water system,
especially the hot water system. I conveyed to the homeowners I would report my findings to
my boss and that he may send out someone to take a current sample of the water from their
system for testing and comparison.
Sincerely,
Robert G. Heitz, Jr.
Water Safety Services, Inc.
Town n of North Andover p t%ORTH,n�ao
' 1, 0
OFFICE OF
COMMUNITY EVELOPMENT AND SERVICES
146 Main Street
North Andover, Massachusetts 01845 °���5
$�cwus
WILLIAM J. SCOTT
Director
January 28, 1997
w"ir. p'hil Christiansen
Christiansen & Sergi
160 Summer Street
Haverhill, MA 01830
Re: 729 Boxford Street
This is to inform you that the proposed plans for the site referenced above have been
approved.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below,
Sincerely,
Sandra Starr, R.S.,
Health Administrator
SS/cjp
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Town of North Andover pE "°oT a 1ti
? OL
OFFICE OF o �,
COMMUNITY DEVELOPMENT AND SERVICES p
146 Main Street
North Andover,Massachusetts 01845 SgcHUS�tt
WILLIAM J. SCOTT
Director
November 4, 1996
Chrisiansen& Sergi
160 Summer Street
Haverhill, MA 01830
Re: 729 Boxford Street
Dear Phil:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1. Gas deflector on tank outlet missing.
2. Only 2" of peastone instead of 4". (N.A. 17.07)
3. No benchmark within 75 feet of leach area. (3 10 CMR 15.220 (q)
4. Distances from foundation to tank& leach area missing from site plan; also
distance to possible well. Clarify"W" with key. (N.A. 6.02)
5. Foundation drain not present. (N.A. 6.02V)
6. North arrow missing. (3 10 CMR 15.220(g) &N.A. 6.02 c)
7. Please indicate slope of SAS lines.
8. Please show slope of line from tank to D-Box.
9. Note that cellar floor must be at least 1 foot above max. groundwater level.
(N.A. 4.20)
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
Sandra Starr, R.S.,
Health Administrator
cc: Michael Howard, Conservation Admin.
File
William Scott, Diretor, P & C Dev.
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
tza..............................
................_....... 1
THE cot.1t.tOt1 (W--El1LTFt Or htn_Sn�') �� TS
BOARD Of HEAL
�� ry
.........................
� O F .
11wiltillat A111rIg 001111tv11rfitll
1exttt
t
ttf 1 fir� itlll
' or Re >fir ( ) an In(lividttal Sewage Disposal
A lication is hereby male for a I ermit to Construct ( � 1
PP
system at: ? .............?10. ................................_..
.........
1?1. .... ••................... >�
or
a............. .........
. 1.xation• nddress ..�,�'�....��.�• ... ....-1. _...
C t, /�r1 rtl C54
t.Ja.t1:1.Q
........................................
................... ......... ............•.
owner
..•-•••••........---............................. S L�Cf'�
._.. 5 feet
.................................................tnslaner Size Lnt..:._.�_ ...._........ .. q.
Type of Building ' ' Garhage Grinder ( )
Dwelling — NO. Of Bedrooms............... ........ ..........I`i'anstnn Attic ( ) Cafeteria ( )
Other—Type of Bnil("llg ..................
No, of l)crsnns............................ Sltcnvers I, ---
Other fixtures .........••-• llrrts,
.................................. ................,.., •............................ ..
• .gallons fret l,ersolt pei day. •i'nt:,) chili nnw.::....._•:..,..•�f�.......................
n De ,th..-....—�.....
Design blow...........................:........ ...... � r'..
Iota! L.cttgth.r..�..e...... Total leaching area.... .i ;......sq. ft.
Scl,lic 1'attk �-- Liciutd cap;tcttyhGG• g;tllous ff'ngth../G..�i...... «�icUlt....-.... ...... 1)t•,tT,c•tcr... ....... . ..
Disposal Trench --- Nn•
............ Width.... `f
Diameter.................... Depth below inlet.................... Total leaching area.............--..•sh. t.
Sre 1 e Pit No........ ............ a
p, g
Other Distribution box Wf" Dosimg� tank ( ) !+ Date..:��'.....•.. ..��•.� y'
Percolation Test Results Performed bY•�•�/'�� �� •."' .
�..................•........
...ninutes
per inch Depth of hest Pit........... •- Depth to ground water..:r.:�=..
Test Pit No. 1 ...: 1 -� ....
minutes ,er inch. Depth of Test,Pit.......1.�?•� T e tth to round water..__�.................
Test Pit No. 2...... ? ..... I ...............................................
.................
....................
...............................
Description of Soil........................ - .......:............... -
t t,.XGc_....aJ t2G t s,t......;:
l .............................................. ..............
c
tJature of Repairs or Allerntintts — Answer �vltett applicable ............................................
Agreement
t tdersi ned agrees M ittslall Lhe afnredescrihed Ttuiiviclucl ne(1 ftb�it flier rgrees noteto placectilel systetntin
The t t g
tile of iITLr� 5 of the Slate Santt:try Code -- 1he unc er g
Operation until a Certificate of Contphiance has been issued by the board of health.
..................................................................••............. Dale
........................................
...................................
Application App rove({ 13 Y.......................... .......................•--••--•--••-- Dale ...._.
Application Disapproved Jot the Jollott'ittg reasons:......................................................................
..............•.......................
Dale
.......................
' .................................. Date
Permit No.................. •
THE COMMONWEALTH OF MASSACTIUSETTS
BOARD OF HEALTH
.. ......................
........................................
........................... ...
(gurtif irFttle �>tf
y or Repaired ( )
...............
THIS IS TO CtRTTFV, •I'hat the lildividttn) Sewage Disposal S• stem Const.rurted
by .....................................................................I'nslaller................... .......
at
....................................:.................... .... 1 of '"le State Sanitary Cn(le as described Itt tile
has been installed ill accordance with the ,rnctsutlts of TITLE 5 dated.,
application fur Dispnsa) Works Construction I'crrttit n•••--•
. ............. . .
NCE OlH T I-11S CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE TtIAT TNB
TIDE 19SUA ----_.—.� nv
FORM 11 SOIL EVALUATOR ePagI of 3
Date: 10L
No.
Commonwealth of Massachusetts
of? P1— ssachusettS
Ma
0I
-site Sewa e pjsg
Soil Suitabili Assessment or
C-0 Date:
.......................... . ..........
.......... ................................�1�9'�`1.�,.��/����G
Performed By: ...... .........0-
....T1.1 r;�,�.................................................................................
Witnessed By. ......... Owner's Harne, AEff
L.0ction Add-S 11 Address.and
-7 13 Q X Foa-D -S Telephone
La# 4,vo V VE-K-f /,&14
ew construction Repair ❑
Office Review Available: No ❑ Yes ...........
Published Soil survey Ava Scale 671-Y� soil Map Unit
Year Published (..... Publication ......................................
................. ....... ..........
................................................
Drainage Class Soil Limitations
Surficial Geologic Report Available: No 2� Yes El
Publication Scale ...................... ...............
YearPublished .... ... ............................................................................................. ... ........................
Geologic Material (Map Unit) .......................................I..........................I.................................
..........
Landform ........................................................
Flood Insurance Rate Map: No []Yes 0
Above 500 year flood boundary
flood boundary No E]Yes 19' P I?-F I Uv
Within 500 year fl No []Yes 11"' v F
Within 100 year flood boundary ..............
Wetland Area: Inventory Map (map unit) ............................................................................................................................
National Wetland . .................................................
.....................................................
Wetlands Conservancy Program Map (map unit)
SGS): Month
Current Water Resource Conditions (U ❑
Range :Above Normal []Normal []Belc�.-/ Norrnal
Other References Reviewed,
DEP APPROVED FORM-12107195
FORM 11 - SOIL EVALUATOR FORM
Page 2of3
Location Address or Lot IJo.
q 13 )x ft ny S/
On-site Review
/ q / •'00 Weather
Date.. 61 //* Time:.: .
Deep Hole Number -
.........,.. .
. .:... . . ..:....::::..:..
Location (identify on site plan) -
V UbS
Slope (%) Surface Stones.
Land Use
Vegetation
Landform _:.: ..
.. .:..:.:..,.:..:
Position on landscape (sketch on the back) - - -
Distances from: feet
Open Water Body feet Drainage way - - -
Property Line . ..... feet
Possible Wet Area . �� - feet• .
Drinking Water Well .:....
feet Other ...:.....:::.....:.:..::,:::::::
DEEP OBSERVATIM HOLE =0G'
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(inches) (USDA) (Mansell/ Mottling (Structure,Stones, Boulders, Consistency,
z� �3 CIO^
' Z¢ s°/0 S
�
T ( I UQ/0 StiNGs MSS '
Fl�
C •
C�� �L
:Iff rs �
l✓I Vv✓f S Mwt P
1 DepthtoBedrock• () L
parent-Material(geologic)
Death to Groundwater: Standing Water in the Hole:
-�� Weeping from Pit Face:
Estimated Seasonal High Ground Water: f M I A�„y
I/ YLC
- So
DEP APPROVED FORM-12107/95 , Z
t
W
It
1
,, 7
FORM 11 - SOIL EVALUATOR FORM
Page 2 of J.
Location-Address.or Lot No.
' F ,
on-site Review
l Weather p� s-.� T
Date: Time:..
:..:... .
Deep. Hole`Number ,:.:..:::....,.
Location- (identify ors site plan
.-� Surfam Stones-
Land:Use ... - O
Slope ....
Vegetation ..t,..0*nt- )VIO-q
Position on-landscape,(sketch on-the-back) - .
Distances from: feet
open Water body feet Drainage.way. :. ,,.. .
�- property Line............... feet
Izossible Wet Area ..L .. feet' ::
Grin king Water Well
feet Other
DEEP' aHSE VATIOU HOLE -��~
soii
Qeptto from• Soir Horizon S (USCrt), Soil Color Mottling;. (Structuca.Stones.Boulders:Cocrsistenr;SK
r.
Surtace(inchesl (USQAh IMunsaNl'' Gravel>i
15
. `�� M+�-s�iv�-, F±vM_� nom• �
a W
,10 G wrr
7-�4!r 4
k1-oa;T 71 i o�
LAKM
P3icencMatecia419eoiogicL
17�rn QePihto&Wrock-
!. Weeping front PirFace: ,
Depttrto Groundwater•. Standing Waterinthe Hole: IT, `
Est matadT Seasonal-Higtr Ground:Water:
FhG
ow�IK Z �
DFPAPMOVEI3-FORht1-1710719
Or
�, 0 �
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot NO.
On-site Review
I?IFS : �S Weather
�-Lpc-ryy__7S�'.
I Date:... ....: Time:. ..::.
Deep Hole Number
. . . :::......:.::...::.:.
I Location (identify.on.site plan) _
f Land Use 1.�
OCJh$. _ . ... Slope Surface Stones
(%) .�"
Vegetation t
Landform
Position on landscape (sketch on the back) .
Distances from: feet
Open Water Body feet Drainage way :
Possible Wet Area Q.- feet' Property Line ._. .......... feet
Drinking.Water Well feet Other
DEEP OBSERVATION HOLE LOG
Other
Depth from :S:oil Soil Text re Munselll) Mottling (Structure,Stones,Boulders, Consistency, %
Surface(inches)
IWrKS -F'r''�
Ap ��.
Z'sys�lo
G r,�e.,�cc•�•�t
Z M5
MOSS
!sort `U 4�a ���y� •
-b Ale
DepthtoBedrock:
Parent Material(geologic) Weepi tiV
�N ng from Pit Face:
Depth to Groundwater: Standing Water in the Hole:
Estimated Seasonal High Ground Water:
- DEP APPROVED FORM-12107/95
� �a1
Al JV
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No.
or Seasonal High Water Table j
Determinati on
Method Used:
El Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole ...... inches
Depth to soil mottles 2A.... . inches
feet
El Ground water adjustment ....
Reading Date ...............
Index Well Number .................. Index well level
...
... ._... ..
Adjusted ground water !eve
...........................................
Adjustment factor
De th of Naturally Occurrin Pervious Material
pervious material exist in all areas
Does atdlthroughoutthe area proposed for the oil absorption system?
observe 9
If not, what is the depth of naturally occurring pervious material?
Certification
certify that on (date) I have
ental Potect on and that the above analysis
I c Y rtment of Environment
approved by the Dep expertise and experience
was performed by me consistent 15.017. with the required training, P
described in 310 CIVIR
Date
Signature
+J �F'G
DEP APPROVED FOR -12!07195
FORM 12 - PERCOLATIOiti TEST
Location Address or Lot No. ,��;c� ✓°'�r '�
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
E:::L Percolation 'Test*
Time:,--
Observation Hole # I
i
,/
Depth of Perc
Start Pre-soak
End Pre-soak 46
Time at 12
Time at 9"
Time at 6"
l
Time (9"-6")
Inch I
Rate Min./ JAL m��t��y+
��
* Minimum of 1 percolation test must bo performi ed i" bot" the primary area AND
reserve area.
Site Passed 2 Site Failed ❑
Performed By:
Witnessed By:
Comments: .: .::::::::::::::..::::.:::::::::._:.............
DEP APPROVED FORM-12/07/95
NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
PERMITa � „ ,
FEE, "�° "�' �"� �", ._ DATE RECEIVED
APPLICANT
�s A 1c"�, m: MAP Mf r PARCEL
M
ADDRESS ,,,, , ,� LOT STREET # "
ENG dc° 1 :` 4 " 'Ga, STREET "�`�, ''a'`1,^
ENG. ADDRESS
PLAN DATE REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL:
o 7)
M
x.
., ,►
t �
. d
Tc
.Mw
w. a
( °
nk mm
Town of Norte Andover 3=0 40LOT:,tioaL
OFFICE OF
COMMUNITY DEVELOPMENT AND SERVICES ° A
146 Main Street �y
North Andover,Massachusetts 01845
!AM J. SCOTT 9SSncHUS��
Director
November 4, 1996
Chrisiansen& Sergi
160 Summer Street
Haverhill, MA 01830
Re: 729 Boxford Street
Dear Phil:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1. Gas deflector on tank outlet missing.
2. Only 2" of peastone instead of 4". (N.A. 17.07)
3. No benchmark within 75 feet of leach area. (3 10 CMR 15.220 (q)
4. Distances from foundation to tank& leach area missing from site plan; also
distance to possible well. Clarify"W" with key. (N.A. 6.02)
51. Foundation drain not present. (N.A. 6.02V)
6. North arrow missing. (3 10 CMR 15.220(g) &N.A. 6.02 c)
7. Please indicate slope of SAS lines.
8. Please show slope of line from tank to D-Box.
9. Note that cellar floor must be at least 1 foot above max. groundwater level.
(N.A. 4.20)
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely, ;
J
Sandra Starr, R.S.,
Health Administrator
cc: Michael Howard, Conservation Admin.
File
William Scott, Diretor, P & C Dev.
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9536 HEALTH 688-9540 PLANNING 688-9535
CHRISTIANSEN , INC.
PROFESSIONAL ENGINEE'RS AND LAND SUIRVEYORS
,�lJfWdN��4"�'�y�F�4LLIn".f 15d�V��4�1 tll�_L,, V�f���z,�C'PWClS+4..61 r�W. �.. wwwww��w�W.w �.. .WSW...ww . ..w�.w�www�..wwWV�.. ww..
160 5 .�.wME 0183 7 (5 08)373-03 10 FAA (50 8)372-3960
T0: Ms . Sandra Starr
Board of Health
North Andover '
RE : Septic Sy tem Design Plans
Date :
Attached are plans for
This design is
a new submittal
.m.. a revision with the following changes
PLAN REVIEW CHECKLIST
ADDRESS " . , °' 1 i ENGINEER - r ,�w" '
GENE _L.
3 COPIES STAMP ° LOCUS NORTH ARROW
°""°,,.,, .... PROFILE SECTION BENCHMARK,,- ," SOIL &
PERCS 'm, ELEVATIONS WETS . DISCLAIMER--` WELLS & WETS____
WATERSHED? DRIVEWAY "" ry(E1ev) WATER LINE_ ,,,' FDN DRAIN
SCH40 TESTS CURRENT? SOIL EVAL
SEPTIC TANK
MIN 1500G `" . 17 INVERT DROP GARB. GRINDER ,��) (2 comps +200)
10 ' TO FDN /r-,,,"` MANHOLE ELEV GW °' # COMPS. GB
I)
®H®X
SIZE # LINES ° FIRST 2 ' LEVEL STATEMENT
INLET c OUTLET / �
,�" (2" OR . 17 FT) TEE RE�7'D? )�
LEACHING
MIN 440 GPD? ""w ... RESERVE AREA ` 4 ' FROM PRIMARY? 2% SLOPE
100 ' TO WETLANDS 100 ' TO WELLS `' 4 ' TO S.H.GW (5 ' >2M/IN)
20 ' TO FND & INTRCPTR DRAINS � 400 ' TO SURFACE H2O SUPP "
4 ' PERM. SOIL BELOW FACILITY W MIN 12" COVER FILL? °" ( 151 )
BREAKOUT MET? r,,-
TRENCHES
MIN 440 gpd 4-'� SLOPE (min .005 or 6"/100 ' )__L,/'
"/100 ' ) SIDEWALL DIST. 3X EFF.
W OR D (MIN 6 ' ) / RESERVE BETWEEN TRENCHES? IN FILL? MUST
�
� /I BE 10 ' MIN. 4" PEA STONE? ,' VENT? '° (>3 ' COVER; LINES >501 )
,..
BOT + SIDE ✓ , r .Z X LDNG °'.. = TOT
,
(L x W x #) (DxLx2x#) (G/ft2)
Copyright 0 1996 by S.L. Starr
CHRIST"IANSEN S , INC..
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
�. �.. _ w
'
l (iGfi1 73-(31. 1 FAX: (50E) 372-3960
160 SUMMER STREU 11AVE HL.L., MA`SA 4l:0 TS 0 8
U
y y) r
4
TO: Ms . Sandra Starr
Board of Health 4 19R
North Andover F l
RE : Septic System Desig n Plans
Date :
Attached are plans for This design is
a new submittal
a revision with the following changes
Iv INC.
PROFES i4NAL. ENGINEERS AND LAND SURVEYORS
1 Go $lUMMER S I RV L:r WAVERHU MAS;AC I WSETT_ '�1�°3C1 (iOS� 37S-t7 1 J FAY.(5 08) 372.:1C')RO
Septeml r 16, 1996
North Andover Board of l lealth
120 Maui Street
North /%ndovcr, MIS 01 1145
Re: 729 Boxford Street Septic System Design (Jeft'Sirmrrorls)
Dear Board of Health Members:
Oil behalf of my client, Mr, Tell`Sinlri-ions. I would like to appear before the board at the
scheduled September 26.. 1996 meeting,to request. a variance from the Town of North ,Andover's
Minimum Requirements fir the Subsurface Disposal of sanitary Sewage for a proposed septic
system at the above relbrenced location The variance requested ir, as follc`rws.
1.
North Andover Rcgyulatlon 4,19 D Q-0
The variance requested is to allow for the proposed disposal system to be located
at a distance of 75 feet 1t()rrr a wetland. 'I'lze set back distance required by the forth jlutd ovcr
re a>lati(-)n is 100 feet. The set back distance required by Title V is 50 l et.
lanclosed are three copie,, of tile septic �ystena design for this lot. please notify men when
you have wc;heduled a hearing to consider this request for variance.
Very ' my Yours, Y -
(,i. (, arl;;tlallsn
Town of North Andover a� Ma RT11
OFFICE OF
COMMUNITY DEVELOPMENT AND SERVICES
146 Main Street "
North A!�dnver, Massachusetts 01845 � "°»,.,U�•"'°�y
W1111AM J. SCO1"I" S��CNU`��
Director
November 4, 1996
Mr. Phil Christiansen
Christiansen & Sergi
160 Summer Street
Haverhill, MA 01830 m,
RE: NOTICE OF INTENT - #729 Boxford Street.
Dear Phil
This Department conducted an inspection of the above referenced property on
November 4, 1996 for the purposes of revie\??A,ng the proposed wetland delineation;
Steve D'Urso was also present.
Bordering Veggtated Wetland LB
The BVW delineation is approved with the following modifications:
1. A-4(1) was added in the field approximately 17' southeast of A-4 and placed
on a large DBH white pine;
2. A-4(2) was also added in the field approximately 17' southeast of A-5 and 8'
from A-4(1) and placed or) a white pine sapling;
3, Please connect A-4 to A-4(1) to A-4(2) to A-5.
Riverfront Area
It is the opinion of this Department that this stretch of Mosquito Brook qualifies as a
perennial stream (i.e. does not dry out in the summer) and is thus subject to protection
under the recently created Massachusetts Rivers Protection Act.
The Act took effect on August 7, 1997, and"creates in most instances a 200' Riverfront
Area. The definition of the term "Riverfront Area" includes "that area of land situated
between a river's mean annual high-water line and a parallel line located 200' away,
measured outward horizontally from the river's mean annual high-water line." It is the
responsibility of the Conservation Commission to begin enforcement of the Act
immediately notwithstanding th-o absence of implemented regulations by DEP. They
are required to protect the "natural integrity" of rivers and administer the Act consistent
with the eight (8) wetland interests protected under 310 CMR 10.00,
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSIiR'VKriON 688-9530 HEAL rfl 688°9544 PLANNING 688-9535
In the interim and understanding that there is some confusion with this resource area, I
have advised the Commission to simply treat the Riverfront as an extended buffer zone.
However, I have also advised them to prohibit septic systems within 200' of any
perennial stream. Please note that septic systems in existence prior to August 7, 1996 f
are exempt; clearly this is not the case under this Notice of Intent.
Please submit a revised plan and Notice of Intent to DEP-NERD and the North Andover
Conservation Commission depicting the above mentioned modifications; proof of
mailing is also warranted.
If you have any questions or concerns please do not hesitate to contact me.
Sincerely,
Michael D. Howar
Conservation Administi'ator
cc: NACC
BOH
DEP-NERD
'a
FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary
approvals/permits from Boards and Departments having jurisdiction
have been obtained. This does not relieve the applicant and/or
landowner from compliance with any applicable local or state law,
regulations or requirements.
****************Appli ant fills out this section*************/****
APPLICANT: Phone
LOCATION: Assessor' s Map Number Parcel
Subdivision Lot(s)
Street St. Number
************************Official Use Only************************
REC NDATIONS OF TOWN AGENTS:
-/ -7
Date Approveda
Conservation Administrator Date Rejected
` -
Comments 1 C ����
Date Approved 11a[q--f—
Town P anner Date Rejected
Comments
Date Approved
Food Inspector-Health Date Rejected J
//f/1/L Date Approved
V
�_icInspector-Health Date Rejected
Comments
Odic Works - sewer/water connections
- driveway permit
ire Department
_ __,Received by Building Inspector Date
Town of North Andover, Massachusetts Farm No.
a pgOIR7FP BOARD OF HEALTH
� gruna iy'q"�. 00 �N q ry
• F" kl
DESIGN APPROVAL FOR
�4 CHUS�j SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
a ti
Applicant ` Test No.
"
Site Location Lur
Reference Plans and Specs.
ENGINEER DESIGN 1` DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Feed Site System Permit No.
SEPTIC PLAN SUBMITTALS
LOCATION: � —` , - r
NEW PLANS: S ) $60.00/Plan
REVISED PLANS: YES ` $25.00/Plan
DATE:,
DESIGN ENGINEER: U..:.'U`Al A-'
When the submission is all in place, route to the Health Secretary