HomeMy WebLinkAbout0059 BURSLEY PATH - Health 59 BURSLEY PATH Mal
WEST BARNSTABLE
A = 110 025 001
e
L ,
TOWN OF BAMSTABLE CAeOr
LOCATION `° '� ��� SEWAGE #
VILLAGE U` eS=f-- ASSESSOR'S MAP &f LOT S ,
INSTALLER'S NAME&PHONE NO._KrA2�'n L a-rt
SEPTIC TANK CAPACITY /,Svc
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: " �� COMPLIANCE DATE:.l —
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 _ 5/ $ 44;rt�'�'
....� ...r-�..�._ is
j`f l0
�� _ 96
lip
No. l -- > _ FEE oo
COMMONWEALTH OF MASSACHUSETTS
K Sl"`7f , MASSACHUSETTS .
(�tjjpliration for Disposal **stem C onstrurtturt ferntit
Application is hereby made for a Permit to Construct(L)--dr Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. t1 S/ Owner's Name,Address and Tel.No.
-Wv ln n L.,a N c_y4 sT6 R.
L.07 3 ey P#qrh
378- YC-37
Instal r' ame,Addres ,and T No. Designer's Na e,Address and Tel.No.
p LA ! ',kz��� Yga)kce. Surv-1Y i0c,,,ASOITeoNn
un tr s- #013 r_" VV yr R.D
M cL ir C.IrA► '1 ydg- o�SS
Type of Building:
Dwelling No. of Bedrooms -3Garbage Grinder
Other Type of Building No. per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 387 �+J/ gallons per day. Calculated daily flow 33 0 6-PP gallons.
Plan Date 8— 17 %b Number of sheets Revision Date
Title S �If't S / a�
Description of Soil
See r�i�N dam' 8758
Nature of Repairs or Alterations(Answer when applicable) .5're p��N
5 ace s-�n7z r,4 ��tL i� R�X /V.r / TR pi-70 RS 57 . S e=S.�i-t N uS
Date last inspected•
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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
Certificate of Compliance ha been issued by this oard of Health.
Signed ,Date
Application Approved by '6
Application Disapproved for the following reasons
Permit No. �� "sG �" Date Issued
4 ' _
/
I-.
No. _ 1 FEE*
HE COMMONWEALTH OF MASSACHUSETTS,
1 I ✓h SJr^'� MASSACHUSETTS
i p
4pliration for Disposal *Votrm C onetiurti]'M permit
Application is hereb"made for a Permit to Construct ( L• r Repair( )an On-s:te Sewage Disposal System at:
Location Address or Lot No. - V SS Owner's Name,Address and Tel.No.
'S'v(ih LwNCk}STE� � -
L-07 3 3 u t,�,s Ley P*97'ln (,,) & aA cOL4 e A, ►'�Y ����
Install r' ame,Addres , nd T�I.No. Designer's Na e,Address and Tel.No.
�C[j ltico/e-V' y,4+uk�2. Svrv-PY ('cn14vITAN
yO 13 zti R 1)
N+��rsTs m�fls ydf3- ocgSs
Type of Building:
Dwelling No. of Bedrooms r Garbage Grinder
Other Type of Building No. per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 38 T gallons per day. Calculated daily flow 33 o GPj gallons.
Plan Date 7— %b Number of sheets Revision Date
Title 5 t S�wo � n.
I f
Description of.Soil,
/ 4
Nature of Repairs or Alterations(Answer when applicable), S�e -71
� SQ. IFS tCN�.S
I SOC) ri*t -rAlJp D- P)� t) r f�/ th /�TR1 RS c�� Al
1 S 7M-1AQ c�r1.carr A*'Cc 071
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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
Certificate of Compliance h been issued by this Board of jj alth.
Date
- -- -
Application Approved by 7 —� a�.
Application Disapproved for the following reasons
Permit No. �SG Date Issued Aq -�
; THE COMMONWEALTH OF MASSACHUSETTS
I �`� MASSACHUSETTS
Cfer#tftrate of ( ontylianre
THIS IS TO CERTIFY, that the On-site Sewage Disposal System installed t/ror repaired/replaced ( )on
Y
b for S� L }�NC 14 S7r Al" tt
at 40T 3 i3u R S e p�`M has been co structed in ..
accordance with the provisions of Title 5 and the for Dis osal System Construction Permit No. 96 `�0 dated
/6 — 3— 9(v:1 . Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This
Certificate expire on /"�� y�
DATE / Inspector _cJ /
�= Y
:;
; THE COMMONWEALTH OF.MASSACHUSETTS
No. Q�' "'-""'1�O� ( � �H J/ /t , MASSACHUSETTS FEE 1�0
�is IIsttl 5gstem �(ganotrurtion fermt#
Permission is hereby granted to K?
to construct(�. or.repair( an O site Sewage System 1 Mated at
x: Lcsr i3v�S Lev op
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 Mond' 'ons. G
C
All construction must a co plet d within three years of the date below.
DATE Approved by
. �7�-
FORM 1255 Rev.3/95 A.M.1111.4 CO.-BOSTON,MA �i i
J
Department of Environmental Mana
1 gement/Division of Water R sources
WELL COMPLETION REPORT t
WELL LOCATION GEOGRAPHIC DESCRIPTION
Addres
60a` (leer/ kirelel
City/Town
kA /road)
Well owner a
Address S E W of
(mi.in�ton tnsl� (clrclel
Board of Health permit obtained: yes El no Elattersecr. w/ IrMe ?�
(road!
WELL USE WELL DATA
Domestic ]Public❑ Industrial ❑ Total well depth ft..
Monitoring❑ Other Depth to bedrock � r ft.
-R y Water bearing roc Junco solidated material:
Method drilled
i
_ Datedrilled �/ �� Description t��u
CASING Water-bearing zones:
�rC 1) From f d To
Type �!
2) From To
Length"—ft. Dia(.I.D.) in. 3) From To
Length into bedrockit. tz
Gravel pack well: dia.
Protective well seal:
Screen: dia.
Groot.❑ Other Slot length 7-frorn& to�l�
STATIC WATER LEVEL(all wells) {
Static water,levei..beiow land surface ft. Datew"�
r WELL TEST(production wells)
Ip Drawdown-Z 2—ft. aftor pumping hr.-540 mIn.at 20 gpm
How measure-Argel—Recovery_ ft. aIterz--hr. min.
o -
LOG of FORMATIONS COMMENTS.• '
Materials From To
Drille�/�d. dr -0
Firm
Addr
Cy 1
I
Supervising Driller Reg.# 6 Ari
- Si nature of supervisfn re tstered well driller,
P/etapriarfirmly
BOARD OF HEALTH COPY
- ENVIROTECH LABORATORIES; INC. --
MA Cert. No.: M-MA 063
449 Rte. 130 • Sandwich, MA 02563
(508)888-6460 • 1-800-339-6460
FAX(508)888-6446
CLIENT: John Lancaster LOCATION: Lot 3
ADDRESS: Bursley Path
W. Barnstable, MA
SAMPLE DATE: 9-11-96
COLLECTED BY: L.Wile DATE RECEIVED: 9-11-96
TIME: N/A LAB I.D. #: E9-158
JOB TYPE: New Well SAMPLE I.D. #: E9-158
WELL SPECS. : 110,
4" PVC
20 G.P.M.
RESULTS OF ANALYSIS:
Parameters Units Recommended Limit Result
Coliform bacteria/100m1 (MF Method) 0 0
pH pH units 6.0-8.5 6.48
Conductance umhos/cm 500 88
Sodium mg/L 28.0 7.7
Nitrate-N/Nitrite-N mg/L 10.0 0.05
Iron mg/L 0.3 0.11
Manganese mg/L 0.05 0.032
Volatile Organics See attached report.
EPA #524.2 ug/L None detected.
COMMENTS:
Yes TAATER IS SUITABLE FOR DRIVald
;J. aari
R PARAMETERS TESTED.
XXX
Date
Laboratory Director
IT = Less Than
L T . 4
LARUCK
LABORATORIES, INC.
:r
50 Hunt Street CHEMICAL ANALYSIS
Watertown,MA 02172 BACTERIOLOGY
(617)923-0300 WATER ANALYSIS
FOOD ANALYSIS
,. SPECIFICATION TESTING
REPORT
LAB NO. 56326-1 September 27, 1996
Mr. Ron Saari
ENVIROTECH LABORATORIES, INC. Sample Received: 9/18/96
449 Route 130 Client I.D.: Lancaster
Sandwich, MA 02563 Sample I.D.: Lot#3 Basley Path
Test Results-.
Volatile Organics-ppb(ug/L)
Method#524.2
Benzene ND 1,2-Dichloropropane ND
Bromobenzene ND I,)-Dichloropropane ND
Bromochloromethane ND 2,2-Dichloropropane ND
Bromodichloromethane ND 1,1-Dichloropropene ND
Bromoform ND Cis-1,3-Dichloropropene NO
Bromomethane ND Trans-1,3-Dichloropropene ND
N-Butyl Benzene ND Ethylbenzene ND
Sec-Butyl Benzene,,_, ND Hexachlorobutadiene ND
Tert-ButyliBenzenei ND Isopropylbenzene ND
Carbon Tetrachloride_v J ND P-Isopropyltoluene ND
Chlorobenzene ND Methyl Chloride. ND
Chloroethane ND Naphthalene- ND
Chloroform ND N-Propylbenzene ND
Chloromethane ND Styrene . ND
2-Chlorotoluene ND 1,1,1,2-Tetrachloroethane ND
4-Chlorotoluene ND 1,1,2,2-Tetrachloroethane ND
1,2-Dibromo-3-Chloropropane ND Tetrachloroethene ND
Dibromomethane ND Toluene ND
1,2-Dichlorobenzene ND 1,2,3-Tr ichlorobenzene ND
1,3-Dichlorobenzene ND 1,2,4-Trichlorobenzene ND
l,a._T�i�hlnrnhen ,Ane Nh l,l 1_Trir_.hloroethane ND
Dibromochierometharie NUJ i 1,2v1' icidoroetharie _ND
1;2-Dibromoethane (EDB) ND Trichlorofluoromethane ND
Dichlorodifluoromethane ND Trichloroethane ND
L,l-Dichl.oroethane ND 1,2,3-Trichloropropane ND
1,2-Dichloroethane(EDC) ND 1,2,4-Trimethylbenzene ND
1,1-Dichloroethelene ND 1,3,5-Trimethylbenzene ND
Cis-1,2-Dichloroethylene ND Vinyl Chloride ND
Trans-l:2-Dichloroethylene ND Total Xylene ND
. N.D. =Not Detected Analysis Date : 09/24/96
Method Detection Limit =0.5 ug/L;,
Recoveries of Surrogate-
1;2-Dichlorobenzene-d4 80,
P-Bromofluorobenzene 90
D.E.P. -MA 061
Consulting &.Testing Services s Fontenarosa, Lab Manager
for over 20 Years...
This report is rendered upon the condition that it is not be be reproduced wholly or in part for advertising or other purposes over our .
signature or in connection with our name without special permission in writing.Total liability is limited to the invoiced amount.The
results listed refer only to tested samples and/or applicable parameters.
- - -'LAPUCK
LABORATORIES, INC.
50 Hunt Street CHEMICAL ANALYSIS
Watertown, MA 02172 BACTERIOLOGY
(617) 923-0300 WATER ANALYSIS
FOOD ANALYSIS
SPECIFICATION TESTING
REPORT
LAB NO. 56326-1 September 27, 1996
Mr. Ron Saari
ENVIROTECH LABORATORIES, INC. Sample Received: 9/18/96
449 Route 130 Client I.D.: Lancaster
Sandwich, MA 02563 Sample l.D.: Lot# 3 Basley Path
Test Results:
Volatile Organics-ppb(ug/L)
Method#524.2
Benzene ND 1,2-Dichloropropane ND
Bromobenzene ND 1,3-Dichloropropane ND
Bromochloromethane ND 2,2-Dichloropropane ND
Bromodichloromethane ND I,I-Dichloropropene ND
Bromoform ND Cis-1,3-Dichloropropene ND
Bromomethane ND Trans-1,3-Dichloropropene ND
N-Butyl Benzene ND Ethylbenzene ND
Sec-Butyl Benzene ND Hexachlorobutadiene ND
Tert-Butyl Benzene ND Isopropylbenzene ND
Carbon Tetrachloride ND P-Isopropyltoluene ND
Chlorobenzene ND Methyl Chloride ND
Chloroethane ND Naphthalene ND
Chloroform ND N-Propylbenzene ND
Ch loromethane ND Styrene ND
2-Chlorotoluene ND 1,1,1,2-Tetrachloroethane ND
4-Chlorotoluene ND 1,1,2,2-Tetrachloroethane ND
1,2-Dibromo-3-Chloropropane ND Tetrachloroethene ND
Dibromomethane ND Toluene ND
1,2-Dichlorobenzene ND 1,2,3-Trichoorobenzene ND
1,3-Dichlorobenzene ND 1,2,4-Trichoorobenzene ND
1,4-Dichlorobenzene ND 1,1,1-Trichloroethane ND
Dibromochloromethane ND 1,1,2-Trichloroethane ND
1;2-Dibromoethane (EDB) ND Trichlorofluoromethane ND
Dichlorodifluoromethane ND Trichloroethane ND
1,1-Dichloroethane: ND 1,2,3-Trichloropropane ND
1,2-Dichloroethane-(EDC) ND 1,2,4-Trimethylbenzene ND
1,1-Dichloroethelene ND 1,3,5-Trimethylbenzene ND
Cis-1,2-Dichloroethylene ND Vinyl Chloride ND
Trans-l.2-Dichloroethylene IUD Total Xylene ND
N.D. =Not Detected Analysis Date:09/24/96
Method Detection Limit =0.5 ug/L
Recoveries of Surrogate-%
1;2-Dichlorobenzene-d4 80
P-Bromofluorobenzene 90
D.E.P. -MA 061
Consulting & Testing Services s Fontenarosa, Lab Manager
for over 20. Fears.-
This report is rendered upon the.00ndition that it is not be be reproduced wholly or in part for advertisins'or other purposes over our
;.
signature or in eomaection with pur;name a rthout special permission in writing.Total liability is limited.to the invoiced amount.,The
results fined ie(er Drily to tes{ed`samplesend/or applicable parameters. --- -
-
ASSESSORSMApNo-/
7
PARCEL N0:_Q� •c®�/
No.--/- -��`� �,* Fee------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
App[icat ion-*rVeil Con$tructionpermit
Ap lication is hereb made for a permit to Construct ( ), It r ( r Repair ( )an individual Well at:
- ------- - 1 �c'�d ✓tr= -
Location — Address r_ _ Assessors Map and Parcel
1-,--t- — ----------- --------------------------------------------
- ------ --------- -
----------------------- -----------------------------------
{ OOw^ner Address
+' i ----------------------------------------------------------------------------------------------------
-- -----------------------------------------
Installer — Driller Address
Type of Building
Dwelling-------------------------------------------------------------------
Other - Type of Building ------------- No. of Persons----------------------------------------------------
r�
Type of Well- e= --- ---- -- Capacity---------------------------------
-----------------------------------------
- - -Purpose of Wel------- S;W ---- - -----
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 Certificate .of C m liance has been issued by the Board of Health.
------------------ - --
date
Application Approved By— -
date
Application Disapproved for the following reasons:-----—--------------------
easons:-------------------------- --------------
----------------
---------
--------
---------------------
----------------------------------— ---------—- - - --------------------- --------------------- ----------------------------------------
` date
Permit No. - - {— — Issued ---- -/`- -` u----- --------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS I� -- ( -TeC RTIF , That e Individual Well Constructed ( Altered ( ), or Repairedy--- --- ----� --�-�_C_/___1_�-----------------------------------------------------------------------------
------------------------------ -------------
--------
/ - Installer q p
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Wel Prot ction
Regulation as described in the application for Well Construction Permit No. 'f -�ated- �I/if--
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE----------------------------------------------- nspector---------------------------------------
---------------------------------
EfS.-i i? Y .'�.,�,; , .. ..:r_, ''t. - +�7 "t`kY••.... J `�F,.,,-„h,... .i �'..,��'�"�P'!+d-.r� ..Y '�� ,��.,
�"' ,(/ rirFee---------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
ZIppiication JforlVell (Congtructiowpermit
A plic tion is hereb made for permit to Co struct ( ), It r ( r Repair ( )an individual Well at:
- - vr - - h f - �° _------- ---- -----
�j
`r Location;- Address r_ _ Assessors Map and Parcel
-- - ------ ----------------------------------------------- -- ----------------------------------------------
owner Address
Installer — Driller Address
Type of Building
Dwelling-------------------------------------------------------------------
Other - Type of Building ---------------- No. of Persons----------------------------------------------------
fr L
Type of Well-- --------A-----------------r,-,-- --- -- ----- - 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 Certificate .oP
m liance�ghas been issued by the Board of Hea h. �y
Si ne i�_`'�----- - Z
g - ---- - f date -—
Application Approved By
date
Application Disapproved for the following reasons:------------------------- =-------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
�y icy, date
Permit No. Issued —-----------------------
-�--- 1 -f-- --
date
-.�' �:f.7Gree'�sae�G:r�aS+• �� ....., -..� -;.:-:._ ..., -�r!�.o-aer=..-awAr.r,r.ed�...`:�.w.• ...,_ aw«wtr�:.�+��"-=*�r�err. '.. .,.
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS I Te C RTIFY, Th;ytte Individual Well Constructed ( Altered ( ), or Repaired"("t-)
by - ----------------------------lalle--------
----------------------------------------------------
------------ -------------------
Installer
at � - �� � ----- , -------- ------------- - -
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private el Prot cti n
p
Regulation as described in the application for Well Construction Permit No. VfX"-Z1_'1Dated--YM-_11"! ------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------------- -—---------- — - -- Inspector----------------------------------------------------------------------------
_: ..:�ti��.c+u.cr�isa�:.,+W.;�..P..+._e.YM......a......,W�K.i..,..t6iG..:.Ai e:.:.,M� � . ,, .. .�.. � ,G%+x, ..-. � �•-
BOARD OF HEALTH
TOWN OF BARNSTABLE
1peit (congtruct ion Permit
�✓`� ' `� �
No. --------- ----- Fee-
Permission is hereby granted — ------ ------------------------------------------------------------------------------------------------------
to Construct .(.��), Alter ), or Repair ( ) an I idual 11 at
No. - - Y--1 11'Z-��— -i ��- - ;:����----------
Street -
as shown on the application for a Well Construction Permit _ _ --
;-N0 f - � 1 - -- -------------------- Dated-- - - -- ------------- ------------------------ -------- -----
f
-- --- -- -- ------ ---------------W _.
Board of Health
DATE- ----� _ -----------
Z
C SCALE
I
� I
60 120 I
\
O IW
TET )
30 ft.
2go 61
-cA O ❑ / I
o -PROPOSED I
WELL
3°g � (C LAN
203
Og (p \ UTILITIES
Ally
OT
�- -
C.B
K -RE'NCHMARA,
TOP OF C.B.
ELEV-102 56' (ASSUMED)
TE.� WO S�PTI SY.�'TEM WITHIN 150'
F P OPOED WELL
� I
PROJEC T L OCA TION
LOT 4 LOT 3 BURSLE'Y PATH
VACANT BARNSTABLE, MA.
APPLICANT.-
JOHN LANCASTER
V �ry
)1ANKEE SUR VEY CONSUL TAN TS
PLAN REF.- 418155 P. 0. BOX 265
RES. ZONE.' "RF" UNIT 5, 4OB INDUSTRY ROAD
FLOOD ZONE.- "C" MARS TONS MILLS, MA. 02648
ASSESSORS MAP 110125-1 PH. (508)428-0055 — FAX(508)420-5553
SCALE. 1 "=30' IDA TE. 7/15/96
REV.- REV.
JOB NO. 50991 SHEET 1 OF 2
t
ti GRAPH
nay s),
30 0 15 30
-o.
NOTE.- NO WELLS WITHIN 150'
OF SEPTIC SYSTEM IN
`rT�P
1 inch
I q° 6'
r
or
LOT z
LOCUS MAP
r
lb
cp
r
r
0
Qy�y / rw4rr �- w
ti
\ \ \ c \ 'VAR
o
\ \ N \ \ 10 4.0' y\�
Ql
\ \� \ �' �� \ \ \ PROP. \ p0
o \ USE o
ti
rP 0 3\ 26.0'
® RE =3 84,9�- 1
Ioo�o
LOT 6 LOT 5
IL
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 • Sandwich, MA 02563
(508)888-6460 • 1-800-339-6460
FAX(508)888-6446
CLIENT: John Lancaster LOCATION: Lot 3
ADDRESS: Bursley Path
W. Barnstable, MA
SAMPLE DATE: 9-11-96
COLLECTED BY: L.Wile DATE RECEIVED: 9-11-96
TIME: N/A LAB I.D. #: E9-158
JOB TYPE: New Well SAMPLE I.D. #: E9-158
WELL SPECS. : 110,
4" PVC
..: 20 G.P.M.
RESULTS OF ANALYSIS:
Parameters Units Recommended Limit Result
Coliform bacteria/100m1 (MF Method) 0 0
pH pH units 6.0-8.5 6.48
Conductance umhos/cm 500 88
Sodium mg/L 28.0 7.7
Nitrate-N/Nitrite-N mg/L 10.0 0.05
Iron mg/L 0.3 0.11
Manganese mg/L 0.05 0.032
Volatile Organics See attached report.
EPA #524.2 ug/L None detected.
COMMENTS:
Yes LATER IS SUITABLE FOR DRINKI OSES R PARAMETERS TESTED.
XXX
Date /
R nald J. aari
Laboratory Director
IT = Less Than
LAPUCK
LABORATORIES, INC.
50 Hunt Street CHEMICAL ANALYSIS
Watertown, MA 02172 BACTERIOLOGY
(617)923-0300 WATER ANALYSIS
FOOD ANALYSIS
SPECIFICATION TESTING
REPORT
LAB NO. 56326-1 September 27, 1996
Mr. Ron Saari
ENVIROTECH LABORATORIES, INC. Sample Received: 9/18/96
449 Route 130 Client I.D.: Lancaster
Sandwich, MA 02563 Sample I.D.: Lot#3 Basley Path
Test Results:
Volatile Organics-ppb(ug/L)
Method t624.2
Benzene ND 1,2-Dichloropropane ND
Bromobenzene ND 1,3-Dichloropropane ND
Bromochloromethane ND 2,2-Dichloropropane ND
Bromodichloromethane ND 1,1-Dichloropropene ND
Bromoform ND Cis-1,3-Dichloropropene ND
Bromomethane ND Trans-1,3-Dichloropropene ND
N-Butyl Benzene ND Ethylbenzene ND
Sec-Butyl Benzene ND Hexachlorobutadiene ND
Tert-Buty.l Benzene ND lsopropylbenzene ND
Carbon Tetrachloride ND P-Isopropyltoluene ND
Chlorobenzene ND Methyl Chloride ND
Chloroethane ND Naphthalene- ND
Chloroform ND N-Propylbenzene ND
Chloromethane ND Styrene ND
2-Chlorotoluene ND 1,1,1,2-Tetrachloroethane ND
4-Chlorotoluene ND 1,1,2,2-Tetrachloroethane ND
1,2-Dibromo-3-Chloropropane ND Tetrachloroethene ND
Dibromomethane N D Toluene ND
1,2-Dichlorobenzene ND 1,2,3-Trichlorobenzene ND
1,3-Dichlorobenzene ND 1,2,4-Trichlorobenzene ND
1,4-Dichlorobenzene ND 1,1,1-Trichloroethane ND
Dibromochloromethane ND 1.1,2-Trichloroethane ND
1;2-Dibromoethane (EDB) ND Tr ichlorofluoromethane ND
Dichlorodifluoromethane ND Trichloroethane ND
1,1-Dichloroethane ND 1,2,3-Trichloropropane ND
1,2-Dichloroethane(EDC) ND 1,2,4-Trimethylbenzene ND
1,1-Dichloroethelene ND 1,3,5-Trimethylbenzene ND
Cis-1,2-Dichloroethylene ND Vinyl Chloride ND
Trans-l.2-Dichloroethylene ND Total Xylene ND
N.D. =Not Detected Analysis Date : 09/24/96
Method Detection Limit =0.5 ug/L
Recoveries of Surrop-ate-%
1;2-Dichlorobenzene-d4 80
P-Bromofluorobenzene 90
D.E.P. -MA 061 --
Consulting & Testing Services s Fontenarosa, Lab Manager
for over 20 Years...
This report is rendered upon the condition that it is not be be reproduced wholly or in part for advertising or other purposes over our
signature or in connection with our name without special permission in writing.Total liability is limited to the invoiced amount.The
results listed refei only to tested samples and/or applicable parameters. ;`,
BARNSTABLE'. s a"
W
GRAPHIC SCALEry
0 30 0 15 30 60 120
NOTE. NO WELLS WITHIN 150' 1 mO iy
�9� cad OF SEPTIC SYSTEM
IN FEET
1 inch = 30 ft.
ROUSE 290.6I
El
o
LOT
o PROPOSED
LOCUS MAP ��� � oo ' ''S ivELL
46
hc
5 �pL
00 UTILITIES
230
NOTE.' NO SEPTIC SYSTEil1 WITHIN 150 �>
\� G4 ��� i' �J os \► o \ 6' OF PROPOSED WELL �Y
ti y03°0�
N, r/ BENCHMARK.- /
`, ti� \ �' �.0 I i TOP OF C B.
ELEV=102.56' .4SSUMED I
GAR
FLABi I ti3 OF
ID
PAUL
10
PROJECT L OCA TION
PROP. � 9'61STI �° Q� LOT BURSLE'Y PATH
USE o i LOT 4 `Qh� LANs`' BAR1b'✓T_ABLB MA.
EL 9 1��� VA CANT I i
1
\ �0� 3� 26.0 \ �� .,, � APPLICANT �
I( REA=36 849'
I JOHIV L_ANCASTE'R
UCE v
/ / PLAN RE
a N YA NKc c UR VE CONSUL TA N TS
G./ f \ \ �J MURPHY F. 418/55 P. O. BOX 265 -
��' / g N.o.7A9 RES.. ZONE: 'RF" UNIT 408 INDUSTRY ROAD �
FLOOD ZONE.- "C" MARSTONS MILLS, MA. 02648
"IVITA�� ASSESSORS MAP 110/25-1 PH. (508)428-0055 — FAX(508)420-5553
y / z 40 "= 0' I DA TE. 8%15%96
RE
LOT 6 V._ I RE V.-
/ LOT 5 + JOB NO. 50991 SHEET 1 OF 2 j
iJ
'89.0' _ t
TOP OF FOUNDATION
20' MIN. ,
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C.
MIN. PITCH 1/8 PER FT.
2`LAYER OF
VENT
REQUIRED
MA x / i , CONCRETE COVER WASHED STONE
' , � / / / / � � EL.=87
EL.=86.5
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4 ' PER FT. CLEAN SAND 9
FLOW LINE 10'
MIN.
INVERT 1 101, 16.5' EL=83.5
14"
EL.=86_0 MIN. INVERT �0O'_
° o °
BAFFLE _ B5 5' 16" SGS
UM EVEL ° ° o a a o 0 o a ° °
INVERT EL.--__ INVERT INVERT o o EL.= 82
EL. = 85. 75' EL.= 83. 75' EL.= 83.5' °
--- o o °oo 0 0 ° ° o 0 0 ° ° ° °
�v j INVERT o o o ° o 0 0 o 0 o 0 0 0 0 o
(TO BE PLACED ON FIRM BASE) DI.J T1�,IBUTION — 83 0 o o oo ° oo ° ° 0 0 0 0 0 0 0
MECHANICALLY COMPACTED OR 6" OF STONE 8011 EL.--___ o 0 0 0 0 0 o ° o
1500_-GALLONS TO BE WATER TESTED TRENCH FORMATION
SEPTIC TANK IF MORE THAN ONE OUTLET
PLACE ON 6" STONE 3/4" TO 1-1/2" SOIL ABSORPTION
PROFILE OF WASHED STONE k
SYSTEM (SAS
SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR OSGS PROBABLE WATER TABLE ELEV. = 76
NOT TO SCALE NO OBSERVED WATER TABLE (8115196) ELEV=_ 76__
I -
�. OBSERVATION HOLE 2 ELEV.= 87 __
j OBSER VA TION HOLE 1 ELEV.=_88_ PERCOLATION RATE _�5- MIN./ INCH AT _, 8e INCHES
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0-6" 0 ORGANIC 2.5Y3-1 0-6" 0 ORGANIC 2 5Y3-1
6"-301, B SUBSOIL 2.5Y5-6 6"-42' B SUBSOIL 2.5Y5-6
30"-66 ' Cl SILTY SAND 2 5Y7-6 42"-132" CI MED. TO
GENERAL NOTES 66"-126' C2 FINE WHITE 2.5Y8-3 COARSE
SAND WHITE SAND
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO ON OF _BARNSTABLE RULES AND NO WATER NO WATER
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 8115196 SOIL TEST DONE BY BRUCE MURPHY , R.S.
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSE]) 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 P a 758 DESIGN CA.L C UL A TIONS e
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . 3
BE MORTERED IN PLACE. INSTALL 4 INFILTRATORS WITH GARBAGE DISPOSAL . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4' STONE SIDES AND ENDS TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO I' STONE UNDERNEATH. ( I10__GAL./BR.IDA Y x 3--- BR.) 330 GAL/DA 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) 387 GAL/DAY
8) PARCEL IS IN FLOOD ZONE __"C RESERVE LEACHING CAPACITY . 387 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _110_ AS PARCEL -25-1 (32XIIX. 74)*(32-k32+11+11X. 74X2)
�� JOB NUMBER_ 50991