HomeMy WebLinkAbout1636 MAIN ST./RTE 6A(W.BARN.) - Health 1636 Rte,(A/Main St
West Barnstable' "
A= 197 —025 1
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No. � Fee
BOARD OF HEALTH
TOWN OF BARNSTABLE
ZippItratiou -for Vern Cou5trurttou permit
Application is hereby made for a permit to Construe (. , Alter( ), or Repair( ) an individual well at:
63 4 f 1c4 l p��_1A),G dz_S�
Location-Address Assessors Map and Parc/41 si.
O er Address
A,
Installer-Driller Address O
Type of Building
Dwelling
Other-Type of Building No. of Persons
Type of Well V C— Capacity 6
Purpose of Well Cat
Agreement:
The undersigned agrees to install the afore described individual well in accordance with the provisions of the
Town of Barnstable Board of Health Private We- r tection Regulation-The undersigned further agrees not to place the
well in operation until a Certificate 'a ce as been Issue the Board of Health.
Signed 3
Dat
Application Approved By 4M -A- J� 3/13 11
Dat
Application Disapproved for the following reasons:
j Date
Permit No. rJ aOY6 —0 br7 Issued
ate
--------------------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Compf, uce
THIS IS TO CERTIFY,that the individual we Constructed Altered( ), or Repaired( )
by Installer
at Ho)r) c
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. Dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
i
No. W d�� I GI t�V / Fee
b ..
BOARD OF HEALTH
TOWN OF BARNSTABLE
ZI ppYtcatiou -for Verr�Cou�tructtou Permit
Application is hereby made for a permit to Construc (,! Alter( ), or Repair( ) an individual well at:
Location-Address r Assessors Mapand Parce ( /
/b �
O A er ( ''f� Addresses /
�'t`�• 0. c��
Installer'Driller � z Address
Type of Building
Dwelling
Other-Type of Building No. of Persons
Type of Well �� j ham- V tom.,• Capacity 1 Q$
Purpose of Well
Agreement:
The undersigned agrees to install the afore described individual well in accordance with the provisions of the
Town of Barnstable Board of Health Private WeLI•Protection Regulation The undersigned further agrees not to place the
t-1
well in operation until a Certificate
/off-Compli/ance,has been issued-by,the Board of Health.
Signed
Date/
Application Approved By ((�_001 U,,�A�,,
31�3J� �
Date'
f
Application Disapproved for the following reasons:
_ Date
Permit No. f,� r, 4 (�r! Issued
t Date
BOARD OF HEALTH
TOWN OF BARNSTABLE -
Certificate of Cotu auce
THIS IS TO CERTIFY,that the individual well Constructed',, Alltered( ), or Repaired(
� I'I by f / 1 C_ Gt. /P. I)f
Installer
at l � �, !t In c �s
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. Dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
4.. �-'- _ '."�' -_- - -_' ..,.•-..-.-_,,:...w_.m....�,w..w..rr....aa..•n...,,.w °-i...-.K....A...wv� �a._,e..r...Ms�+e.w As2r.ae.�a..-•t:se.sre�'a}_�
BOARD OF HEALTH
TOWN OF BARNSTABLE
Vern Cougtructtort Permit �.
No. _`"`V ao- Fee
Permission is hereby granted tom ;x,_.x o; 1 �� D' {f t 1 e 11
Installer
to Construct W Alter( ), or Repair( an individual well at:
,
Street
as shown on the application for a Well Construction Permit No `� i
PP ��ol��`� �t�� Dated �/�.�)0
tit
Date ! l Approved By
#2
PROP.
\ AND BG
1
CONTRAC!
CONSULT:
:rta
f,
3' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
NOTE: B LAYER PERCED AS "SUITABLE" o ''
0
x 38.83
}
-- ----- 40 0.0307
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�� A r•
�� �.���,� � - ..; /ice 9• ` \` ��� ',
l �
GARAGE i \ 2 I ♦A
0.34 9.55♦♦
� I \
I �O
I \
40.2
30 MAIN ST. � Al
y
I O�
Q�LpQ o p PROP. 1000:AG
40 2.60 x 8 PUMP CHAMBE
R�•� (NOTE: NOT''q
Q VEHICLE LOADI
\ �® k 41.01
&2.86 150
/ \ yc 42. 7 \\ ) SEPTIC TAN
(NOTE: N0:
/ \\ VEHICLE L U
25 42.39
\ \\` \\\ II x 41.41
�44.45
— — \ `"�fROVID_ GRAVE DRI E 1
EXST. WELL � -C41
O:�\ -----
I 0 ` 35 EXISTING SEPTIC TANK (PUMP
00 AND REMOVE)
EXIST. DWELL. x y0 4;!84
TOP FNDN.
44.5 /
3.20 44.00 #�
GQ\j/ 44.34 ,
LOT AREA:
14,777 SFf / P / EX. DWELL.
AS PER PB 387 PG. 59
EXIST. WELL
PER OWNE
� I
TOWN OF BARNSTABLE
LOCATION 1636 Rwrc 6 A SEWAGE#
VILLAGE Q. ASSESSOR'S MAP&PARCEL VA kckT7 �P 25�
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY / sm i J JVd Jou or
LEACHING FACILITY. (type) (size) y
NO.OF BEDROOMS 3
OWNER N gg I/I//—L
PERMIT DATE: COMPLIANCE DATE: 1 U I
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on I
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leachin facil' Feet
FURNISHED BY
r
1 7J L P
16
lob / g
P bvA-�
No. "2 00 1 — 3 7 e K ° Fee ( -
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
applitatlon for ]Disposal bpstem Const urtiott Drrmit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components
Location Address or Lot No. I&AP 6 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel A-A4 L L SA7-7L7_
Installer' Na, e,Addrgg ,and Tel.No. Designer's Name,Address,and Tel.No.
i e K.�j•
362- ,!,Il
Type of Building:
Dwelling No.of Bedrooms - Lot Size 1717 sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .j 3 0 gpd Design flow provided 3 S gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
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 Certificate of
Compliance has been issued by this Board of Health.
Signed Date /I /L-),g
Application Approved by i� `- Date - -d
Application Disapproved by Date
for the following reasons
Permit No. ;L V 0 - 3 S Date Issued 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in compter: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTSJ '
l4 E tit
tapplicationfor his osaI pstem Construction 30erndt
Application for a Permit to Construct( ) Repair Upgrade Abandon {
p ( ) p�' ( ) . ( ) ®' oC mplete System El Individual Components
Location Address or Lot No./6ZG '�46t-C G Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel q0 6 r i L_
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
e ICQjy�� eQ'' �t -6y8-99DZ
Type of Building:
Dwelling No.of Bedrooms -_ Lot Size /y f7r7 sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3 S „� gpd
Plan Date Number of sheets Revision Date
Title -
Size of Septic Tank Type of S.A.S.
Description of Soil
f
r.
t Nature of Repairs or Alterations(Answer when applicable)*.' r
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
4 accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
r Compliance has been issued by this Board of Health. r
Signed Date
Application Approved by Date O
Application Disapproved by Date
for the following reasons
w., Permit No. /L 0 0 3 s Date Issued rl O
/o/
�'/ J� P THE COMMONWEALTH OF MASSACHUSETTS
!( r BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIF1FY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( )
Abandoned( )by
at �
V",otN 2i" has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 01 GOq 3Sy dated I I'�O'a
Installer j 0 /4 Qy A nN S:Z_� Designer
#bedrooms Approved design flow � f 5' gpd
The issuance of t is permit shall not be construed as a guarantee that the system (will f n t'on as des/i'�e�d. Q
Date 1� Ii�JdS Inspector ` ( V4�L�-}h' I`--J
No. goo 3 5 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
In
Wisp f-Opstent Construction jermit
Permission is hereby granted to Construct( Repair( ) Upgr ad-A Abandon( )
System located at b 3 1(ti N S7-
{�S
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. Fl
Date _6 d°� Approved by f
p q- //0
`] owil ®f J Barnstable
�b®F1HE� � Regulatory Services
Thomas F. Geiler, Director
BARNS'rABLE,
MASS. �� Public Health Div➢sloe
1639. Thomas McKean, Director
200 Main Street,Hyainnns, PVIA 02601
Office: 508-862-4644 Fax: 508-790-6304
installer & Desiggerr cCerti eationn Form
Date: Sewage Permit# Zoo -3S6 Assessor's M p\Parcel �97 °15
,[fit n
Designer: �v�gIrWt77_ tnns$aller: GT] /htc�jp�
Address: 23" Marw Address: JU 4g04
)�V& #1 AIM
On 3 �o 6"-e7 60 X"S Awas issued a permit to install a
(date) (' staller)
septic system at �t0 mQ',n a based on a design drawn by
(address)
�,J,,-.61 0�ql P IL L.,P• dated
designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. sk Pe— + s,- . V, v„j N E5'
5-7- c. Pec s t" 5 o'[`rn n. SL-c g L +Sr��� o V E►e- t T I
iro2 P2oOT- Ge oe.1 (r4iOT' FEAcS1$,G -M (2a..oag
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. flan revision or
certified as-built by designer to follow.
OF MASS
DANIELA. �N
0 OJALA
(Installer's Signature) o CIVIL N
No.4.6502 ¢
�oOtSTE
��S()NAL
(Designer's Signature) (Affix Designer's Stamp Mere)
PLEASE RETW-i TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COrv1r—LW,4C.E ILL NOT BE !SSdTED UNTIL BOTH TIT FORM A D AS-BUILT CARD ARE
RECEIVED By THE BARNSTABLE PUBLIC HEALTH IDMSION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 9/08/09:
111. Septic Variance (New):
A. Dan_Ojala, Down Cape_Engineering, representing Helen Marvill, owner—
A6 6-Main.Street;West Barnstable,"Map/Parcel 197-025, 0.34 acre parcel,
four variances requested.
Mr. Dan Ojala presented the septic plan.
The Board noted there are additional variances, setbacks to neighboring wells which
are slightly less than 150 feet away with the water flowing in the opposite direction.
Upon a motion duly made by Mr. Sawayanagi, seconded by Ms. Rask, the Board
voted to approve a total of six variances with the following condition: a revised plan
will be submitted to show the additional two variances to neighboring wells.
(Unanimously, voted in favor.)
I
0 `d 7 Town of Barnstable P#
W1 Department of Regulatory Services
i $,RNMe Public Health Division Date
MAS& 200..� Main Street,Hyannis MA 02601 y`
Date Scheduled Time Fee Yid.
Soil S'icitabiiity Assessmentfor So ge ispos.ai
PerFonned By:
Witnessed By: �- g s
LOCATION & GENERAL,INT'OItIVdATION
Location Address, 1636 /'`aA 1 e/r�/ Owner's Name r -'f�i✓ VI) ►�1
• wo /t Address
Assessor's Map/Parccl: Engineer's Name (�O W r e
NEW CONSTRUCTION REPAIR Telephone It ov' J{ ') �S
oNe a a5
Land Use R w Slopes(%) � Surface Stones ,
Distances from: Open Water ody [ V ft Possible Wet Area ft Drinking Water Well Ja a ft
Drainage I 0 / ft Property Line ft Other ft
Ij l
SYM'TCH:(Stre ame,dimensions of lot,ex locations of lest holes&perc tests,locate wetlands 4n proximity to holes)
NXV'At,Jul
\9 v�
,
VA �
y"7Lo_e L [ La I� Depth LQ Bedrock.
Parent material(geologic) P
Depth to Groundwater: Standing Water in Hole: (O� Weeping I)om Pit Fitce
Estimated Seasonal High Groundwater a
W�� b It. t�o c 4$t Ub°�•
DETER RNATION FOR SEASONAL HIGH WATER TABLE
Method Used:_ ,"'' _ —. -
oN
Depth Observed standing in obs.hole: ln, Depth to soil U1041.0:
Depth to weeping from side of obs.hole: ln, Groundwater AdJuslment
Index Well# Reading Date: Index Well level y y y Adi,factor r Adj.Groundwater Level
I�JuRL ®ArArI'AON 'A'A+:�71r4 Dstlk Ttulli VD
Observation
Hole# Tinie tit 4" �
Q � 1
Depth of Perc If l ( J LA J Time at 6"
Start Pre-soak Time @ �i% 5/ _ Time(9"-6")
End Pre-soak '� Iq
Rate Min./Inch d"Y /It/6h
Site Suitability Assessment: Site Passed Sil.,-Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted witl-An 100' of wetland,you must first notify tile.
Barnstable Conservation Division at least one (1) weep: prior to beginuing.
Q:ISEPTIOPERCFORM.DOC
I
ICI EP-OBSERVATION H®]L + L®G Hole#
Depth from Soil Horizon Soil Texlure
Surface(in.) Sail Color Soil• Other
(USDA) (Munsell) Mottlin
I; (Structure,Stones;Boulders.
2 y/ Con istenc % ravel
l D 1 P O13SERVATION HOLE LOG
Depth from Soil Horizon Hole#
Surface(in.) Soil Texture Soil Color
) Soil
(USDA) (Munsell) MottlingOther
(Structure,Stones,Boulders.
�r—• f l 4 1 e'_ Consis enc %Gravel).
22,
ey
------ GUO r 77 -,5
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon .hole#
Surface(in.) Soil Texture Soil Color
(USDA) Soi Other
(Munsell) Mottling (Structure,Stones,Boulders.
Co siste c 0 vel
1I E E>P OBSERVATION -
Depth from Soil Horizon IIOlL +' LOG #_
Soil Texture Soil Color Soil
Surface(in.) (USDA) Other
(Munsell) Mottling (Structure,Stones,,Boulders,
Consistency ° a I
Ffood Insurance Rate M
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes _
Within 100 year flood boundary No Yes .
Depth of Naturally Occaerrl�vious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout a t area proposed for the absorption system? g the
If not, what is the depth of naturally occurring pervious material?„
rt--e fication
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in�10 CMR 15.017.
Signature W11 .
Date
Q:\S.EPTICVERCFORM.DOC
�J
Y e ,gyp
a
oq -- `° 7 •-
Town of Bar staWe P#—
5.1 Department of Regulatory Services r
n,RNaTAetF, a ]public Health Dlivlsim Date
AS& �$ 200 Main Street,flyanuis MA 02601
7
-
/J
Date Scheduled Time-l Fee Pd.
Soil Suitability Asses.snientfo ° SVl
isposaPerfonned By: Witnessed By: J !�✓ -
LOCATION & GENERAL IN ,ORNIATION � G/
FL. ation Address �636 l-r U/t '�y ! Owner's Name "9,V-t/) I
Address
Assessor's Map/Parcel: Engineer's Name t 0 vV -_ —_/ Q
NEW CONSTRUCTION REPAIR Telephone# a- "J�J �� Y
only ®f3s.
Land Use Ok Slopes(%) Surface Stones Distances from: Open Water ody / 0 �� ft Possible Wel Area 7�! ft Drinking Water Well as ft
Drainage 30 ft Property Line ft Other ft
j
SI�IC"rI CIg: (Stre ame,dimensions of lot,e'xa.6t locations c#f lest holes&perc tests,locale wetlands 5n prwdnuty to holes)
i w�
� v
L7 ',C4f 0- 4"� IL De ' LP
Depth tp Buclruek, �
Parent material(geologic) � p —_--
• / ,e
Depth to Groundwater: Standing Water in hole: Weephig front Pit Mice
Estimated Season P ra
l h J'-, o a Hi Or " N'L•t
w 0-0) Q ���a \_t. V k. 1.® C c�. --•l -
DETERNUNATION r,OR SEASONAL HIGH WATER TABLE
Method Used: wl�l a N 0 A)Depth Observed standing in obs.(tole: In. Depth to 5oll UI9Ilig5:. . lu,
Depth to weeping from side of obs.hole: e I!1, Groundwutel'Adjustment ��� fr•
Index Well# Reading Date: Index Well level AdI,factor Aqj.Grt?undwuter Uvel
PERCOLATION TEST Abate � 'll'lula ��
Observation
Hole# 'idle tit t)"
II QQ pp
Depth of Perc `l LA-AP)P) Time at 6"
.r
Start Pre-soak Time @ ! 05 _ Time(9"-6")
End Pre-soak
Rate Min./Inch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back------------
***IP percolation test is to be conducted Witilill 100' of wetland,you naust first uotily tlae.
i
Barnstable ConSerVatioll I)ivisioll at least otle (1) Week prior to beginning.
QASEPTIC\PERCFORM.DOC
ON
DrmP.OBs ERvATi rr®r, LOGDep1h from Soil Horizon Hole#
Soil Texture Sdil Color Soil
Surface(in.) (USDA) Other
(Munsell) Mottling (structure,Stones;Boulders,
Con istrocy.%Grawn
,1y
SEEP OBSERVATION HOLE LOGDepth from Soil Horizon Soil Texture Hole#
Surface(in.) Soil Color soil Other
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
4 S L /� � avel
� Consis enc %Or
6v 0
T d
T o
/o
D E]EP OBSr♦Jfl RATION I[ O L1E LOG Hole#_
Depth from Soil Horizon Sil
Surface(in.) o Texture Soil Color soil Other
r
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Cc siste e Q vet
DEEP OBSERVATION HOLE LOG Hole#_
Depth from Soil Horizon Soil Texture
Surface(in.) Soil Color Soil Other
r
(USDA) (Munsell
Mottling (Structure,Stones;Boulders,
Consi ten ° a I
Flood Insurance hate Man
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No_ Yes
Depth o➢'Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material 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?
Ceilification
I certify that on Imo( (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
ilia required training,expertise and experience described in�10 CMR 15.017.
Signature Date (d
Q:1SEI PTICTERCFORM.DOC
08/31/2009 MON 15: 32 FAX 5083627103 Barnstable CTY HealthLab Barnstable Health 0001/003
------
.l
J�
£- h CERTIFICATE OF ANALYSIS Page: .:_�
' Barnstable County Health Laboratory
� .
Report Prepared For: Report Dated: 8/312009
Bunky Woodbury
Kinlin Grover Order No.: G0954354
P O Box 156
Barnstable, MA 02630-0156
Laboratory ID#: 0954354-01 Description: Water-Drinking Water
Sample!/: Sampling Location 1636 Matn St_(itte.6A)West Barnstsble Collected: 8/24/2009
L— —— --
Collected by: B.Woodbury Received: 8/24/2009
((( Routine
ITEM RESULT UNITS RL MCL Method# Tested
Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 8/25/2009 —
I Copper ND mg/L 0.0010 1.3 EPA 200.8 8/25/2009
.i
Iron . ND mg/L 0.050 0.3 EPA 200.8 8/25/2009
Sodium 11 mg/L 0.050 20 EPA 200.8 825/2009
j Total Coliform Absent P/A 0 0 SM9223 8/24/2009
Conductance 170 umohs/cm 2.0 EPA 120.1 8/242009
pH 9.1 pH-units 0 SM 4500 H-B 8/24/2009
E Water sample meets the recommended limits for drinking water of all the above tested parameters.
Attached please find the laboratory certified parameter list. Approved-By:
(La irector)
t
E
j
f, 3
I
e
I
ND—None Detected RL = Reporting Limit MCL=Maximum Contaminant Level.
i Superior C—ourt
House, ru. ox-427, Barnstable, MA 02630—I'tom: 508=37 660
08/31/2009 MON 15: 32 FAX 5083627103 Barnstable CTY HealthLab --- Barnstable Health 0002/003
__............... ..........
t
=. CERTIFICATE OF ANALYSIS Page: 1
Report For: Barnstable County Health Laboratory
�ss�cxu: � Bunky Woodbury Report Dated: 8/31/2009
Kinlin Grover Order No.: G0954354
P O Box 156
Barnstable, MA 02630-0156
Laboratory ID#: 0954354-01 Description: Water-Drinking Water
Sample#: Sampling Location 1636 Main St.(Rte.6A)West Barnstable,MA Collected: 8/24/2009
Collected by: B.Woodbury Received: 8/24/2009
EPA 524.2- Volatile Organics by GUMS
ITEM RESULT UNITS RL MCL Method# Analyst Tested Note
Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Chloromethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Vinyl chloride ND ug/L 0.50 2.0 EPA 524.2 yn 8/24/2009
Bromomethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,1,1,2-Tetrachloroeihane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
151,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 8/24/2009
1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
3
1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA5242 yn 8/24/2009
1,1-Dichloroethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,1-Dichloroethene ND ug/L 0.50 7.0 EPA 524.2 yn 8/24/2009
1,1-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
! 1,2,4-Trichlorobenzene ND ug/L 0.50 70 EPA 524.2 yn 8/24/2009
1,2,4-Tritnethylbenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,2-Di romo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,2-Dibromoethane(EDB) ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 8/24/2009
1,2-Dichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 8/24/2009
1,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
' 1,3-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 8/24/2009
2,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 8/24/2069
I
j 2-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
4-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Benzene ND ug/L 0.50 5.0 EPA 524.2 _yn s242oo9
Bromobenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Bromochloromethane ND ug/L 0.50 EPA 524.2 yn 8/242009
Bromodichloromethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Bromoform ND ug/L 0.50 EPA 524.2 yn 824/2009
Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 8/242009
ND=None Detected RL = Reporting Limit NICL-Maximum
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605
j
08/31/2009 MON 15: 33 FAX 5083627103 Barnstable CTY HealthLab --- Barnstable Health 12003/003
CERTIFICATE OF ANALYSIS Page: 2
Report For: Barnstable County Health Laboratory
� Rc Bunky Woodbury Report Dated: 8/31/2009
Kinlin Grover Order No.: G0954354
P O Box 156
Barnstable, MA 02630-0156
Laboratory ID#: 0954354-01 Description: Water-Drinking Water
Sample#: Sampling Location 1636 Whin St.(Rte.6A)West Barnstable,MA Collected: 8/24/2009
Collected by: B.Woodbury Received: 8/24/2009 - =
EPA 524.2- Volatile Organics by GUMS
ITEM RESULT UNITS RL MCL Method# Analyst Tested Note
Chlorobenzene ND ug/L 0.50 100 EPA 524.2 yn 8/24/2009
Chloroethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009 '-"-
Chloroform ND ug/L 0.50 80 EPA 524.2 yn 8/24/2009
cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 8/24/2009
1 cis-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
( Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 9/24/2009
Dibromomethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 8/24/2009
Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Isopropylbenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
:Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 8/24/2009
Methyl-tert-butyl ether ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Naphthalene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 9/24/2009
n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
p-Isopropyltoluene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
see-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Styrene ND ug/L 0.50 100 EPA 524.2 yn 9/24/2009
tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 8/24/2009
Toluene ND ug/L 0.50 1000 EPA 524.2 yn 8/24/2009
Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 8/24/2009
trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 8/24/2009
trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 8/24/2009
Trichlorofluoromethane ND ug/L 0.50 EPA 524.2 yn 8/24/2009
Water sample meets the recommended limits for drinking water of aU the above tested parameters
Attached please find the laboratory certified parameter list. Approved By:
)
(Lab ctor)I
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant i.cvel t
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
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FEE
BARNSTABLE, •
MASS.
� 1639• ,0� REC. BY
prfD MP'i�
Town of Barnstable SCHED. DATE:Wj 9
- Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Canniff,D.M.D.
VARIANCE REQUEST FORM
LOCATION
Property Address: 4 3 ce k—�A(ti
Assessor's Map and Parcel Number: 1 `A-1 L -1—S Size of Lot: 1 `t `l rl S.tr.
Wetlands Within 300 Ft. Yes k Business Name:
No Subdivision Name:
APPLICANT'S NAME: Phone
Did the owner of the property authorize you to represent him or her? Yes �c_ No
PROPERTY OWNER'S NA CONTACT PERSON �3
ME q PLp,
Name: 4��.� �n.2r`s �`�(A Azv t Name: 7' ,► OJA-E-� Pi= (ems
Address: V3 Address: o wN C' 1:2"�
Phone: Phone: 506 (e Z-'-{S { 1
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
u, c)
NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System ;'
Checklist (to be completed by office staff-person receiving variance request application) 4
Please submit copies in 4 separate completed sets.
Four(4)copies of the completed variance request form s t--
_ Four(4)copies of engineered plan submitted(e.g.septic system plans) �(
_ Four(4)copies of labeled ditnensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V
and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],
outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building
proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED Paul J.Canniff,D.M.D.
REASON FOR DISAPPROVAL �^ IS vi 1 4 9,4.QQC�4
1k-
C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C l �
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tel. (508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675
down cope engineering MC.
structural design August 14, 2009 civil engineers & land surveyors
Daniel A.Ojala,P.E.,P.L.S.
Arne H.Ojala P.E.,P.L.S.
Barnstable Board of Health Timothy H.Covell,P.L.S.
land court 200 Main Street Andrew R.Garulay,R.L.A.
Surveys Hyannis, MA 02601
site planning Re: 1636 Main Street, West Barnstable
Dear Board Members:
sewage system
designs The enclosed represents a variance filing for the upgrading of an older Title 5 septic
system to a new Title 5 septic system. No increase in habitable space or bedrooms is
proposed. The system is designed based on the existing 3 bedrooms. The following
inspections variances are requested under Maximum Feasible Compliance 15.405:
permits la: reduction in setback, SAS to lot line(10' to 3')
15.255(2)(e): reduction in setback, SAS to impervious barrier(10' to 3') & reduction
landscape in removal, 5' to 3'
architecture
Variances requested under Barnstable Board of Health Regulations:
Art I: Section 360-1: Reduction in system setbacks to wetlands (100' to 70')
Section 397-1-E: Reduction in setback, SAS to existing well (150' to 100')
Due to severe site constrictions to include the presence of wetlands on the abutting lot,
the presence of private wells and relatively small amount of useable land, setback
variances are requested in order to maintain the greatest distance possible to the
wetlands and well. The existing on-site well is up-gradient to the proposed leaching
facility, as groundwater flow is in a northerly direction in this area.
The base of the leaching facility is 5' above the groundwater elevation, which is
affected by the proximity to the ditch and impervious soils in the area.
We feel that by granting these variances, the same degree of environmental protection
can be attained without the need for strict adherence to the Title 5 and Town of
Barnstable Regulations.
Very truly yours,
Daniel A.. Ojala, PE, PLS
Down Cape Engineering, Inc.
Town of Barnstable Geographic Information System August 14, 2009
e
197018
197003 #1564 197028 '' 197029
#34 #59 #73
197020
#1578 LD
<\1, 197021
197006 #1588 Ott►
#1 _
r '197022 197031
#1596 197tl27. � #�
197023 # v>r
0 #1610 197032
1"9 _ 'c p #16 84
#470
PA"ER ROAD
197036
193024. #1700
#1630
197047
997025 #26
197044
#1595 1'9702b
197041 e°q/ , g
#25 #9 7043
1U 197033
Ila #10
y 197045
#424
q 197039
#1633
196040 '::i':`:`iEi 196007001
#59 #1721
196 196024 196010 198008
#404 #1613 #1663 #1685
0 1 R�BO 7 196012 #916055
#1615
DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:197 Parcel:025 Board of Health
boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parc W+
el
1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located
are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters
boundaries and do not represent accurate relationships to physical features on the map
such as building locations. Buffer
SECTIONSENDER: COMPLETE THIS SECTION COMPLEIIE THIS ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signature
item 4�=Restricted Delivery is desired. ❑Agent
e Print your name and address or, X the reverse ❑Addressee
so that we can return the card to you. B. Received by(Printed Name I C �t of li
s Attach this card to the back of the mailpiece,
or on the front if space,permits.
D. Is delivery address different from item 1? ❑Yes i
1. Article Addressed to: If YES,enter delivery address below: ❑Ng�
3. Service Type
Certified Mail ❑Express Mail
0. �� / Registered ❑Return Receipt for Merchandise
/ ❑ Insured Mail ❑C.O.D.
• �Cf/�h� a' 1 d e�6 e 4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Numberi ►: F Wlar�
(Transferfromserv►iabW' :[7007► 3020 gp07, 9,370i 3372 F f l 4301+ 1
PS Form 3811, February 2004 Domestic Return Receipt !! 102595-02-M-1540 l
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UNITED STATERjk �!% ✓' '="!a :J. °y` " Fife`- a «+ s<
6s�tag �e Pai
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• Sender: Please print your name, address, and ZIP+ i is box • '' u.�.,
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Down Cape Cape Engineering, Inc.
939 Main Street, Suite C
Yarmouth Port, MA 02675
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COMPLETE •N COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signatur
item 4 if Restricted Delivery is desired. ❑Agent
■ Print your name and address on the reverse X ❑Addressee
so that%✓e can return the card to you. B. ived by(Printed Name) C. Date of Delivery
■ Attach this•card to the back of the mailpiece, �
or on th 9'
_e`front if space permits. 0 1
µ D. Is delivery address different from item 1? ❑Yes
1. Article Ad&essed to: If YES,enter delivery address below: ❑
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3.� Express
Certified Mail ❑ Mail
n ❑Registered ❑Return Receipt for Merchandise
` ��r�� � ❑Insured Mail ElC.O.D
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2. Article Number r {I t i 17 0�f7 3 0 01= 9 3'7 0 3'3 5`8 M�t✓✓I�{
(transfer from servlce label) - _
PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1541
UNITED STATES POSTAL SERVICE
•v• . p .EifSt' Its"IVfd?r"'
.. '=L '�=a>>.?' ta.'P .+i..r k,ha•',,�5>L�'e"`Sr.:?� .1'•s r`'.�src � .�. st @, ee§' 'aid
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• Sender: Please print your name, address, and ZIP+ in this box" I
Down Cape Engineering, Inc.
I 939 Main Street, Suite C
Yarmouth Port, MA 02675
SECTIONJ SENDER: COMPLETE THIS
■ Complete items 1,2,and 3.Also complete A. ign ur
item 4 if Restricted Delivery is desired. X El Agent.
■ Print your name and address on the reverse Bledd'ressee
so that we Can return the card to you. B. RUlivej4�WL
C. Date of Delivery
■ Attach this card to the back of the mailpiece, ;/,, ,,r ,y ��7
or on the front if space permits. lit tt
D. Is delivery address different from item 11 ❑❑YC7
1. Article Adddrre/s�sed to: s If YES,enter delivery address below:
q�e
A13 �D�o( ' /�V e �
3. Service Type
Certified Mail ❑Express Mail
id a,4,A, GL 4 r Registered ❑Return Receipt for Merchandise
❑Insured Mail ❑C.O.D.
p�F10" 4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Numberr,, r,; I r I r� _i 7 0D 7;.]3 0 2;0 0001 ;93;7j0 i 3365
( �`'I a✓✓�
I (Transfer from se►vice label) } r IF: f f l 4NIi
PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540
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UNITED STAT -' L f ! WA A ���:�-� � •,�» �4,� a e S s�a �
1nNu 4gWMTlM1
• Sender: Please print your name, address, and ZIP+4 in this box
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Qown Cape Engineering, Inc.
39 Main Street, Suite C
armouth Port, MA 02675
I
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SENDER: COMPLETE T4S SECTION1 COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A.
Signature
item 4 if Restricted Delivery is desired., X ❑Agent
■ Print your name and address on the reverse ❑Addressee
so that we can return the card to you. B. Received by(Prin a Name) C. Date f Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits. R�'
D. Is delivery a ress different from item 19 Yes
1. Article Addressed to: If YES,enter delivery address below: ❑KIh
ell
_ 3. Service Type
Certified Mail ❑Express Mail
❑Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑C.O.D.
4 4 fj b 4. Rest�'lc��ed liy, e ❑Yes
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PS orm Y 200 '�-Comestic Return Receipt 102595-02-M-1540;
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UNITED STATES POSTAL SERVICE & 4 First-Class Mail
Postage&Fees Paid
US PS
eermit No.G-10
• Sender: Please print your name, address, and ZIP+4 in this bcSx •
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Down Cape Engineering, Inc.
939 Main Street, Suite C
Yarmouth Port, MA 02675
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1 1?!?!!1?1311??1?!!i?i!i!,itl1!iii11?!?tlf!!ddi?yp
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kbutterReport Page 1 of
Board of Health Abutter List for Map & Parcel(s): '197025' P,
)irect abutters (no set distance) and the properties located across the street.
total Count: 5 Close
Map &Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed
CityStateZip
197024 SYRIALA, CARL F& C/O SYRIALA, EDITH 1630 MAIN STREET W BARNSTABLE, 22920/333
STEPHEN P L MA 02668
197025 MARVILL, HELEN 1636 MAIN ST W BARNSTABLE, USA 2544/199
MARKS MA 02668
197026 MAKI, SUSAN A TR M I G REALTY TRUST PO BOX 143 W BARNSTABLE, 13131/262
MA 02668
197027 BLACKWELL, KATHY 43 LOCUST AVE W BARNSTABLE, 14642/023
L MA 02668
197038 MAKI, SUSAN TR THE MAKI REALTY 881 OAK ST W BARNSTABLE, USA 17769/065
TRUST MA 02668
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a
certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is
from the Town of Barnstable Assessor's database as of 8/14/2009.
ittp://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 8/14/200(
f
tel. (508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675
down cape engineering inc.
structural design civil engineers & land surveyors
Daniel A.Ojala,P.E.,P.L.S.
Arne H.Ojala P.E.,P.L.S.
Timothy H.Covell,P.L.S.
land court Andrew R.Garulay,R.L.A.
surveys August 14, 2009
site planning Dear Abutter:
sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action
designs on a request for variances from Title 5 Regulations under CMR 15.000 and Town of
Barnstable Regulations for the subsurface disposal of sewage for the proposed septic
system upgrade at 1636 Main Street, West Barnstable. The variances requested are as
inspections follows:
permits The following variances are requested under Maximum Feasible Compliance 15.405:
la: reduction in setback, SAS to lot line(10' to 3')
landscape
architecture 15.255(2)(e): reduction in setback, SAS to impervious barrier (10' to 3') & reduction
in removal, 5' to 3'
Variances requested under Barnstable Board of Health Regulations:
Art I: Section 360-1: Reduction in system setbacks to wetlands (100' to 70')
Section 397-1-E: Reduction in setback, SAS to existing well (150' to 100')
Said hearing will be held in the Hearing Room, South Street, Hyannis, September 8,
2009 at 4:00 pm. Please check with the Health Department to confirm date and time if
you are interested in attending.
Sincerely,
Sarah B. Ojala
Down Cape Engineering, Inc.
cc: Abutters
file
Barnstable Board of Health
barnboh
June 9, 2009
Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
Dear Board Members:
I hereby give Down Cape Engineering, Inc. permission to represent me in the
upcoming public hearing regarding 1636 Main Street, West Barnstable.
Helen M. Marvill
I '
2
s.
A BR 2 6F
> 70 SF
KITCHEN DO
BR 3 s'�
> 70 SF 9�'P DINING
S sq�� RM.
S
L. RM. �Q.•
h
SECOND FLOOR
FIRST FLOOR
1" = 20'
TRANSMITTAL
DATE: 9-23-09 `
From: Sue Lopez
To:Tom McKean RE: 09-110
Barnstable Board of Health 1636 Main Street
200 Main Street West Barnstable, MA
Hyannis, MA 02601
Method of Delivery: U.S. Mail
2 copies of title 5 site plan revised to list well variances
Comments:
Please find the enclosed, as requested.
Ln
C. N
co
co rY
Cc: DOWN CAPE ENGINEERING, INC.
name 939 MAIN ST, SUITE C
YARMOUTHPORT, MA 02675
PHONE: 508-362-4541
FAX: 508-362-9880
E-MAIL:
CERTIFICATE OF ANALYSIS
Page: 1
¢�sr Barnstable County Health Laboratory
Report Dated: 12/02/2005
Report Prepared For:
Order No.: G0533729
Helen Marvill
1636 Main Street,P O Box 698
West Barnstable, MA 02668
Laboratory ID#: 0533729-01 Description: Water-Drinking Water
Sample#: 33729 Sampling Location 1636 Main Street West Barnstable,_MA3 Collected: 11/15/2005
Collected by: H.M. y� 6/yj/D f 9 6,2 Received: 11/15/2005
Test Parameters
ITEM RESULT UNITS RL MCL Method# Tested
LAB: Inorganics
Sulfide 0.31 mg/L 0.20 4500 S2-D 11/15/2005
Routine +Ammonia
ITEM RESULT UNITS RL MCL Method# Tested
LAB: ICLab .. .
Ammonia " BRL mg/L 0.20 EPA 350.3 11/15/2005
LAB: Inorganics
Nitrate as Nitrogen BRL mg7L 0.10 10' EPA 300.0 11/15/2005
LAB: Metals
Copper BRL mg/L 0.10 1.3 SM 3111B 11/16/2005
Iron 0.14 mg/L 0.10 0.3 SM 311113 11/16/2005
Sodium 40 mg/L 1.0 20 SM 3111B 11/16/2005
LAB: Microbiology cm
Total Coliform 0(7) CFU/100mL 0 0 303 11/1 f405 � 6
LAB: Physical Clzeinistry � �y >
Conductance 170 umohs/cm 1.0 EPA 120.1 C:) 11/15M05
pH 7.7 pH-units 0 EPA 150.1 11/1R3005
r
EPA 524.2 - Volatile Organics by GC/MS
c rn
S .
ITEM RESULT UNITS kL MCL Method# Tested/
LAB:' GUMS
1°,1 1,2-Tetrachloroethane BRL ug/L 0.5' EPA 524.2 11/16/2005
41 39 1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 11/16/2005
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
Page. 2
i4 CERTIFICATE OF ANALYSIS
Barnstable County Health Laboratory
Report Dated: 12/02/2005
Report Prepared For:
Order No.: G0533729
Helen Marvill
1636 Main Street,P O Box 698
West Barnstable, MA 02668
1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/16/2005
1,1,2-Trichloroetliane BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 11/16/2005
1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 11/16/2005
1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/16/2005
1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 11/16/2005
1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 11/16/2005
1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 11/16/2005
1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 11/16/2005
1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 11/16/2005
1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/16/2005
1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/16/2005
1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/16/2005
2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/16/2005
4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/16/2005
Benzene BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
Bromobenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
Bromochloromethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Bromodichloromethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Bromoform BRL ug/L 0.5 EPA 524.2 11/16/2005
Bromomethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 11/16/2005
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
1
Page: 3
CERTIFICATE OF ANALYSIS
5 ?;
� t Barnstable County Health Laboratory
Report Dated: 12/02/2005
Report Prepared For:
Order No.: G0533729
Helen Marvill
1636 Main Street,P O Box 698
West Barnstable, MA 02668
Chloroethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Chloroform BRL ug/L 0.5 EPA 524.2 11/16/2005
Chloromethane BRL ug/L 0.5 EPA 524.2 11/16/2005
cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 11/16/2005
cis-1,3-Dichioropropene BRL ug/L 0.5 EPA 524.2 11/16/2005
Dibromochloromethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Dibromomethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 11/16/2005
Ilexachlorobutadiene BRL ug/L 0.5 EPA 524.2 11/16/2005
Isopropylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 11/16/2005
Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
n-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
n-Propylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
Naphthalene BRL ug/L 0.5 EPA 524.2 11/16/2005
p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 11/16/2005
sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
Styrene BRL ug/L 0.5 100 EPA 524.2 11/16/2005
tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/16/2005
Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
Toluene BRL ug/L 0.5 1000 EPA 524.2 11/16/2005
Total xylenes BRL ug/L 0.5 10000 EPA 524.2 11/16/2005
trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 11/16/2005
trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/16/2005
Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/16/2005
Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 11/16/2005
Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 11/16/2005
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
Page: 4
CERTIFICATE OF ANALYSIS
-yr ' Barnstable County Health Laboratory
Report Dated: 12/02/2005
Report Prepared For:
Order No.: G0533729
Helen Marvill
1636 Main Sheet,P O Box 698
West Barnstable, MA 02668
Approved By:
Director)J
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
GU 90 d--�
No.—-------------- - Fee-�s�- --
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appritation-*rVell Congtructionpermit
A lication is geb made for permit to Construct ( ) Alter ( ) or Repair (Kan ' dividual Well at:
P Y � P P � � i
Location,— Address Assessors Map and Parcel
-------------------------------
Address
pywer
r __________________________
Installer — Driller Address
Type of Building
Dwelling— ----------------------------------
Other - Type of Buil ing--------------
--------------------- No. of Persons-----------------------------------------
it
Type of Well
Purpose of
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 Certificate of Com liance has been issued by the Board of Health.
Signed - ------- ___ —
date
Application Approved By -- � '-`---------- ---w-Zd VD —
date
Application Disapproved for the following reasons:-----------------------------------------------------------------------------------
--- ----- ------------------
date
G'D
Permit No.�--6�---`31--------------------------------------- Issued---------------------`2 G- 5;00--------1-------------— --
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of Compliance
THIS TO CERTIFY, That the Indivi ual Well Constructed ( ), Altered ( ), or Repaired X)
- ' �-----------------------------------------------------------------------------------------------------------------
— i ` Installer
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. 6--_-_sU_-Dated--Z_G -2 6
00
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------ - Inspector_- -------------- -------____—_—_____—
� � na
No 7
---r-.------------ - Fee
E30ARD OF HEALTH
TOWN OF BARNSTABLE
Application-*rVerr CootructionPermit
A plication is hereby made for a permit to Construct ( ) Alter ( ), or Repair (Y\)an individual Well at:
Location — Address Assessors Map and Parcel
Oka
Ov,per Address
(la I"hw I& -� :lk-K
Installer — Driller Address
Type of Building rA
Dwelling —
Other - Type of Building No. of Persons----------------------------------------------
Type of Well- — =— Q!v- ----
YP �- - ---------- ---- -- - --f - Capacity----------------------------____--_—_
Purpose of Well------�1��/--� !��
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 Certificate of Com liance has been issued by the Board of Health.
Signed —
date
Application Approved By-- —�-� ---- ="-------------- ? 90
l� date
Application Disapproved for the following reasons:-____________________------—______-__-___--______--______--_
— date
Permit No. � .3� - _ _ _-- lD- 2
------------- ---- -- - --- Issued--------------------------�---------- -_—______--- -
date
` BOARD OF HEALTH
TOWN OF BARNSTABLE
Certifirate ®f Compliance
THIS S TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired (K)
y---- —— e �= — — — — — — — -- — —— — —
Installer
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. 44 l>-=3 ---Dated--2 -2 6 5�/O
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
--------------- Inspector-- ----— - -- ---— ------ — -
�I
BOARD OF HEALTH
TOWN, OF BARNSTABLE
M
. Ver,r ConW,4�,ur ttonPermtt
No. 1 %--_�_rZ_ Fee--2-f----------
Permission is hereby granted--------------------------------------------------__-_-----___ __
to Construct ( ), Alter ( `'(or Repair ( ) an Individual Well at:
No. - -J _'3-�i22/1 �►J.,r�`_Gt� 2 rill.------------------------------------------------
-------------------------------------------------------
Street
as shown on the application for a Well Construction Permit
/��d 7
N --- ------------------- Dated-- -ll�= Z6-` d -___ ---
o.- -- - - 3-
DATE
Board of Health
_�L��o�G�,�v__
I
FINELINEdesign
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AI SCALE:1/4' = 1'-O' Al SCALE:114' = V-0. PLANS
. - - SHEET 91 OF$
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i
SYSTEM DESIGN SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
LEGEND S Y S MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION. 1• DATUM IS APPROX. NGVD (GIS SPOT EL)
GARBAGE DISPOSER IS NOT ALLOWED WATERTIGHT MIN. 20" DIAM. (NOT TO SCALE)
99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO A WATER IS NOT AVAILABLE
E „ 2. MUNICIPAL
Y 991 EXIST. SPOT ELEV. DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 110 GPD •5 2% SLOPE REQUIRED OVER SYSTEM WITHIN 3 OF FINISH GRADE
2 6' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
99 PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW \ 41 .6 MINIMUM .75' OF COVER OVER PRECAST FOR ALL PROPOSED PRECAST UNITS o Rc1/rood
-��- 4. DESIGN LOADING
PREca T H-10 CULTEC #410 GEOSYNTHETIC TO BE AASHO H-IQ
[98.4] PROPOSED SPOT EL. SEPTIC TANK: 330 GPD (2) = 660 ' RISERS (TYP.) TEE 4"�,CH40 PVC FILTER FABRIC COVER ate
t.. 2'0 OVER UNITS 5. PIPE JOINTS TO BE MADE WATERTIGHT. Wo eone
TH 1 PIPITS LEVEL 1ST 2' _� 41.8' Roo Lo
USE A 1500 GAL. H-10 SEPTIC TANK
TEST HOLE USE A 1000 GAL. H-10 PUMP CHAMBER 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Parker
2� SLOPE OF GROUND 10" 1500 GAL H-10 14" v 310 CMR 15.000 (TITLE V.)
38.3' TEE SEPTIC TANK TEE a 41..35' Locus
5' o ° o 0 0 0 °° PROPOSED WORK ONLY AND NOT TO
8 O ° ° ° ° ° ° ° ° 7. THIS PLAN IS FOR
LEACHING: ° °D°D°D°D°D°0 °°° 0.25' BE USED FOR LOT LINE STAKING OR ANY OTHER Game
�0 UTILITY POLE (9) CULTEC C4 UNITS IN FIELD CONFIGURATION WATERPROOF/WATERTIGHGAS T ° °�°�°�°�°�° °� 41.1' PURPOSE. Pond j
LE
OF 3 ROWS OF 3 UNITS, FOR .TOTAL OF 72 4' LIQ. LEVEL (ACME OR EQUAL)
41.55' 41.38'
FIRE HYDRANT
�Clfl ••, ,. �. ..-•:...,..; ,. .�,. .;: . .. : .- = 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LINEAL FEET. 72 L.F. x 6.7 `SF/LF = 482.4 SF x ° E' MIN. SUMP 'S
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING "O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O °`
0.74 = 356.9 GPD. o°o° °°°° °°°°°°°^ °° ? 12" MIN. INT. DIAM. OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 12' �o
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
INVERTS DISAPPEAR INTO 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) WITHOUT INSPECTION BY BOARD OF HEALTH AND
DIRT CRAWLSPACE FLOOR COMPA TION. (15.221 [2]) 5.0' PERMISSION OBTAINED FROM BOARD OF HEALTH.
*THE INSTALLER SHALL VERIFY THE INVERT OUT OF EXISTING �ZABEL FILTER 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP
LOCATIONS OF ALL UTILITIES AND ALL (A1oo) DIGSAFE (1-888-344-7233) AND VERIFYING THE
BUILDING SEWER OUTLETS AND MIN. SEPTIC TANK = 39.3' ouTLET TEE w/ExrENSION
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
ELEVATIONS PRIOR TO INSTALLING ANY ( 2 % SLOPE) ( 1 % SLOPE) USE G-W AT EL. 36.1' PRIOR TO COMMENCEMENT OF WORK.
NOT TO SCALE
PORTION OF SEPTIC SYSTEM (IMPERVIOUS SOILS IN AREA; 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
MA G-W INFLUENCED BY REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 197 PARCEL 25
APPROVED DATE BOARD OF HEALTH FOUNDATION 47' SEPTIC TANK 6' PUMP 26' -- D' BOX 5' LEACHING NEARBY STREAM) REF. RECENT PLAN FOR LEACHING FACILITY.
FACILITY 1630 MAIN ST. ABUTTER TO LEACHING NO CONSTRUCTION PROPOSED
-. CHAMBER ( 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND (SEPTIC UPGRADE ONLY)
WEST), PLAN DATED REV. REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
4/14/09 FOR SYRIALA
13. ANY FOUNDA110N DRAINS ENCOUNTERED DURING VARIANCES REQUESTED UNDER 310 CMR 15.000,
CONSTRUCTION SHOULD BE RE-ROUTED/RE-CONNECTED "MAXIMUM FEASIBLE COMPLIANCE" 15.405:
AS NECESS:AIRY'.
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 3')
15.255(2)(e):� REDUCTION IN SETBACK, SAS TO RET. WALL (IMPERVIOUS
BARRIER), 10 TO 3 & REDUCTION IN REMOVAL, 5 TO 3
BARNSTABLE BOARD OF HEALTH REGULATIONS:
•\ � ( 0' TO 70�)REDUCTION IN SYSTEM SETBACKS TO WETLANDS
BUOYANCY CALCS SECTION 397-1-E: REDUCTION IN SETBACK, EXIST WELL
\ MUST BE PROVIDED FOR ZABEL FILTER. AND 150' TO 149' ABUTTER • EXIST WELL TO PROP'. ST 100' TO 55'
1500 GAL. H-10 SEPTIC TANK WGT: 11,480 LBS / \ #2 ACCESS FOR ROUTINE MAINTENANCE TO (LOCUS) LEACHING FACILITY (150 TO 100 ); 150 TO (36 (ABUTTER)
10.5 x 5.67 x 2.3 x 62.4 = 14830 LBS UP (OKAY) \
INSTALLER MUST FOLLOW ALL
\ MANUFACTURER'S SPECIFICATIONS FOR WATERTIGECU HT
IUACCESS
UNAUTHORIZEDCOVER
ACCESS)
GRADE1000 GAL. H-10 SEPTIC TANK (PC) WGT: 8240 LBS \ PROP. VEI\T WITH CHARCOAL FILTER PROPER FILTER INSTALLATION
1 AND BUGS'>REEN (FINAL PLACEMENT BY
8.5 x 4.83 x 2.61 x 62.4 = 6686 LBS UP (OKAY) CONTRACTOR ,WITH HOMEOWNER
/ CONSULTAIION) ALARM AND CONTROL PANEL TEST HOLE LOGS
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP ARNE H. OJALA, PE, SE
ENGINEER:
3' REMOVAL OF UNSUITABLE SOIL REQUIRED INV. IN 37.99' WITNESS:
AROUND PERIMETER OF LEACHING FACILITY, ->r� ( 10 S 2"PRESSURE LINE DAVID STANTON, IRS
(MONO-POUR) K 0 PC
C T
DOWN TO SUITABLE SOIL LAYER. REPLACE O 500 GAL.+ SLOPE TO DRAIN BA J U N E 4, 2009
/ WITH CLEAN MED. SAND, TO MEET ALAR " DATE:
SPECIFICATIONS OF 310 CMR 15.255(3) 0� FLOAT SWITCH RESERVE 0.2E WEEP HOLE
NOTE: B LAYER PERCED AS "SUITABLE" � SETTINGS: PUMP ON1. CHECK VALVE PERC. RATE _ < 2 MIN/INCH
�• 5" WORKING RANGE 7 MYERS SRM 4
O 5" SUBMERSIBLE 4/10 HP PUMP CLASS I SOILS p 12579
/ x 38.83 �� PUMP OFF 12" SYSTEM (OR EQUAL)
i
33.49 mono 0
----- 4 000000 0000 0 0 0000
O 0.03 4 DOSES PER DAY, .AT 110 CAL. PER PUMP CHAMBER
z ELF z ELEV.
/ DOSE (5" WORKING RANGE) " 40.7' 40.7
(NOT TO SCALE)
O
WATER PROOF/WATERTIGHT
I
p
Ap I Ap
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07 �R�Ciy 1 OYR 4/2 1 OYR 4/2
'9• ��` 14 14
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i v 2 ,�`✓ BENCHMARK: USE CONC. BOUND
B B
GARAGE I �F AT ELEVATION 39.8' FS FS
/ I i H1 PROP. LANDSCAPE TIE RET.
9 55 WALL SURROUNDING SAS. PERC 1 OYR 6/4 , 1 OYR 6/4 ,
i 0.34 \ ,( TOP AT EL 41.8. (SEE 2 3$'$ 23 38 $
DETAIL)
-� 40.2 _ 0---
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FS FS
0 0 ,
��OPos o p PROP. 1000 GAL. MONO-POUR
�0 2.60 �� x 8 PUMP CHAMBER
64" OBS WATER 35.3' 64" OBS WATER 35.3'
\�`� (NOTE: NOT DESIGNED FOR
VEHICLE LOADINC')
�® 'k 41.01 PROPOSED SAS
(9) CULTEC C4 UNITS (NO STONE) 5Y 7/4 5Y 7/4
SCALE: 1" = 20'
112' \ 76" 34.3' 66" 35.2'
\\ .86 PROP. 1500
�/ -x 42. 7 \� vO1 SEPTIC TANK
PROP. WELL / ��\ (NOTE: NOT DESIGNED FOR
VEHICLE LOADNG) TITLE
In I T
/25 �\
42.39
E PLAN
\ \\ \ \ 11
x\4,.A5 x 41.41 OF
`� GRAVE DRI E
,,PROVIDE 1
EX�ST. WELL ` \----- LOAM AND SEED
W 1636 MAIN STREET
35 EXISTING SEPTIC TANK (PUMP EL. 42.6'
I000 AND REMOVE)
I WOVEN GEOTEXT/LE FABRIC 4 WEST BARNSTABLE
(MIRAFI� USED AS TIEBACK
.G ,
4 .84 ,
20 EXIST. DWELL. I x AO / PT 1 x 6 SULUVOSE DECK/NG EL 40. �f (PROPOSED PREPARED FOR
TOP FNDN. _
44.5' f WITH MIRAFI ATTACHED SY 3" SCREWS < :
J , 3.20 44.0o AT 16" CEiVTERS HELEN MARVILL
F 14.T G OPERATING POINT
LLJ15 2.T IDPt 40 M/L• EL. J7.8' JULY 15, 2009
STAGGERED SPIKES
z A // � // POLY RARR/ER SECTION VIEW AUGUST 1 1 , 2009 (SEPTIC)
,G / ��° / 44.34 SEPTEMBER 9, 2009 (DISTANCES FROM WELLS TO P-SEPTIC)
LOT AREA: // oc'// 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP SEPTEMBER 22, 2009 (LIST WELL VARIANCES)
AS PER4PB 387 PG. 59 // �P / EX. DWELL NOT TO scams �y � zH OFMgSS
o N / \��. / � ��HOFngs .�o DANIELA.9cti�
>�' 9c1� Scale: 1 = 20
s / , / DANIEL :� OJALA
/ °�j/ EXIST. WELL o , CIV �n
PER OWNE �� OJA!.A t502 -• 0 10 20 30 40 50 FEET
25 50 75 100 0 / (� - Zz-•o ' J7 F
O �Q J� S
�/ �• // / r1 � tijNw 1p .! 9Sc
o� ATEL oy DANIELA. �� off 508-362-4541
CAPACITY - GPM / / ���_.._...- �q � �� OJALA ti� fax 508-362-9880
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
/ A. CIVIL Cn downcope.com
OJALA
No.40980 v No.465020
o� p �� nST �,a� down cape engineering, inc.
civil engineers
s
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 9J9 Main Street ( Rte 6A)
09- > > 0
YARMOUTHPORT MA 02675 09_110.DWG(SBO)
SYSTEM DESIGN: ALL LEGEND SYSTEM PROFILE MARKED COMPONENTS SHALL
OR BE NOTES
COMPARABLE MEANS FOR FUTURE LOCATION.
GARBAGE DISPOSER IS NOT ALLOWED WATERTIGHT MIN. 20" DIAM. (
NOT TO SCALE) 1. DATUM IS APPROX. NGVD (GIS SPOT EL)
99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS NOT AVAILABLE
X 99.1 EXIST. SPOT ELEV. DESIGN FLOW: 3 BEDROOMS ® 110 GPD 110 GPD TOP FOUND, FL. 44.5' 2% SLOPE REQUIRED OVER SYSTEM WITHIN 3" OF FINISH GRADE
99 PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW \ 41 .6' MINIMUM .75' OF COVER OVER PRECAST 2 6' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
CULTEC 410 GEOSYNTHETIC 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o Roi/goad
198.4] PROPOSED SPOT EL. SEPTIC TANK: 330 GPD (2) = 660 PRECAST H-10 #
RISERS (TYP.) TEE FILTER FABRIC COVER TO BE AASHO H-LQ
TH1 2'0 4"0SCH4O PVC OVER UNITS °te
USE A 1500 GAL. H-10 SEPTIC TANK PIPES LEVEL 1ST 2' -_� 41 8' 5. PIPE JOINTS TO BE MADE WATERTIGHT. e
TEST HOLE USE A 1000 GAL. H-10 PUMP CHAMBER R°° °n
2 SLOPE OF GROUND ". 10" 1500 GAL H-10 14" = 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH P°rker
310 CMR 15,000 (TITLE V.)
LEACHING: ' 38.3' TEE SEPTIC TANK TEE $ 05' o °°°°0000°°°o°°°°° 41.35'
Locus
UTILITY POLE GAS BAFFLE Q o o°o°o°o°o°o° 0.25' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
(9) CULTEC C4 UNITS IN FIELD CONFIGURATION WATERPROOF/WATERTIGHT °"° BE USED FOR LOT LINE STAKING OR ANY OTHER Game
FIRE HYDRANT
OF 3 ROWS OF 3 UNITS, FOR TOTAL OF 72 4' LIQ. LEVEL (ACME OR EQUAL) 41 .55 41.38 41.1 PURPOSE. Pond
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING LINEAL FEET. 72 L.F. x 6.7 SF/LF = 482.4 SF x
°o ° ° ° ° ° ° o ° ° ° o ° oo ° ° ° o ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Q
0.74 = 356.9 GPD. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 6" MIN. SUMP
° ° ° ° ° ° ° ° ° o ° ° o o ° ° ° ° ° o ° °
°o°o°o°�°n°n°n°n°o°o°o°o°o°�°n°°°non°n°o°o c
12" MIN. INT. DIAM. OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24 X 12'
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED V
INVERTS DISAPPEAR I\Tn 6" CRUSHED STONE OR MECHANICAL
(NO STONE PROPOSED) WITHOUT INSPECTION BY BOARD OF HEALTH AND
DIRT CRAWLSPACE FLOOR COMPACTION. (15.221 [2]) 5 0. PERMISSION OBTAINED FROM BOARD OF HEALTH.
*THE INSTALLER SHALL VERIFY THE INVERT OUT OF EXISTING ZABE:L FILTER 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCATIONS OF ALL UTILITIES AND ALL SEPTIC TANK = 39.3' OUTLET(TE0E0W/EXTENSION DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
BUILDING SEWER OUTLETS AND MIN. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
ELEVATIONS PRIOR TO INSTALLING ANY ( 2 % SLOPE) ( 1 % SLOPE) USE G-W AT EL. 36.1 PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE
PORTION OF SEPTIC SYSTEM (IMPERVIOUS SOILS IN AREA; 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
MA PUMP G-W INFLUENCED BY REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 197 PARCEL 25
APPROVED DATE BOARD OF HEALTH FOUNDATION 47' SEPTIC TANK 6' 26' D' BOX 5' LEACHING NEARBY STREAM) REF. RECENT PLAN FOR LEACHING FACILITY.
CHAMBER FACILITY 1630 MAIN ST. (ABUTTER TO 12..EXISTING LEACHING FACILITY SHALL BE PUMPED AND NO CONSTRUCTION PROPOSED
WEST), PLAN DIATED REV. REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (SEPTIC UPGRADE ONLY)
4/14/09 FOR :SYRIALA
13. ANY.FOUNDATION DRAINS ENCOUNTERED DURING VARIANCES REQUESTED UNDER 310 CMR 15.000,
CONSTRUCTION SHOULD BE RE-ROUTED/RE-CONNECTED .,
AS NECESSARY. MAXIMUM FEASIBLE COMPLIANCE„ 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 3')
15.255(2)(e): REDUCTION IN SETBACK, SAS TO RET. WALL (IMPERVIOUS
BARRIER), 10- TO 3 & REDUCTION IN REMOVAL, 5 TO 3
BARNSTABLE BOARD OF HEALTH REGULATIONS:
/� SEC. 360-1: REDUCTION IN SYSTEM SETBACKS TO WETLANDS
(100' TO 70')
BUOYANCY CALCS. O`. SECTION 397-1-E: REDUCTION IN SETBACK, EXIST WELL
1500 GAL. H-10 SEPTIC TANK WGT: 11,480 LBS \ \ #2 AccEss FOR ROUTINE MAINTENANCE TO (LOCUS) LEACHING FACILITY (150' TO 100'); 150' TO 136' (ABUTTER)
MUST BE PROVIDED FOR ZABEL FILTER. AND 150' TO 149' (ABUTTER); '
10.5x5.67x2.3x62.4 = 14830 LBS UP (OKAY) \
INSTALLER MUST FOLLOW ALL ( ) EXIST WELL TO PROP. ST (100 TO 55 )
MANUFACTURER'S SPECIFICATIONS FOR WATERTIGHT ACCESS COVER TO FIN. GRADE
1000 GAL. H-10 SEPTIC TANK (PC) WGT: 8240 LBS \ PROP. VENT WITH CHARCOAL FILTER PROPER FILTER INSTALLATION (SECU ED TO UNAUTHORIZED ACCESS)
8.5 x 4.83 x 2.61 x 62.4 = 6686 LBS UP (OKAY) #1 AND BUGSCRE (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER
/ CONSULTATION) ALARM AND CONTROL PANEL TEST HOLE LOGS
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
�.. SEPARATE CIRCUIT FROM PUMP ARNE H. OJALA
ENGINEER: ' PE, SE
3' REMOVAL OF UNSUITABLE SOIL REQUIRED INV. IN 37.99' GAL. _
AROUND PERIMETER OF LEACHING FACILITY, }� (M N O POUR)10 S/ 2' PRESSURE LINE WITNESS: DAVID STANTON, RS
O
DOWN TO SUITABLE SOIL LAYER. REPLACE O SLOPE TO DRAIN BACK TO PC
/ WITH CLEAN MED. SAND, TO MEET ALAR 500 GAL.+ DATE: JUNE 4, 2009
SPECIFICATIONS OF 310 CMR 15.255(3) �L FLOAT SWITCH RESERVE 0.25" WEEP HOLE
NOTE: B LAYER PERCED AS "SUITABLE" o. sErnNcs: PUMP ON 7 PERC. RATE CHECK VALVE < 2 MIN/INCH
5" WORKING RAANGE _
MYERS SRM 4
x 38.83 �OC� PUMP' OFF_----- 15 2" SYSTEM (ORE 4/10 EQUAL)HP PUMP CLASS I SOILS P# 12579
33.49' o0 00000 0
/ ----- 40 0.03 000000 0000 0 0 0000
4 DOSES PER DAY, AT 110 GAL. PER p U M P CHAMBER ELEV. ELEV.
\ DOSE` (5" WORKING RANGE) - 4 r
\\
(NOT TO SCALE)
WATERPROOF/WATERTIGHT O" 4O 7 40.7'
07 .4.p,Q �x o2 LS LS
MY % 1 OYR 4/2 1 OYR 4/2
/ 9 14" 14"
2 �z% BENCHMARK: USE CONIC. BOUND B B
GARAGE i I �Z H1 �� AT ELEVATION 39.8,
1 *4 PROP. LANDSCAPE TIE RET. FS FS
0.34 39.55 �
WALL SURROUNDING SAS. PERC 38 8' 23" 1 OYR 6/4 38 8'
\ � -TOP AT EL. 41.8'. (SEE
1 OYR 6/4
DETAIL) 2
401.2� ___
/ 1630 MAIN ST. ,' \ 40 .`t' C C
1 Oo�
FS FS
QROPOS o p PROP. 1000 GAL. MONO-POUR
2.60 x 8 PUMP CHAMBER 64" 35.3' 64" OBS WATER
(NOTE: NOT DESIGNED FOR
OBS WATER 35.3'
�O O VEHICLE LOADING)
�® k 41.01 PROPOSED SAS
(9) CULTEC C4 UNITS (NO STONE)
' \ SCALE: 1" = 20' 5Y 7/4 5Y 7/4
112'
76" 34.3' 66" 35.2'
.86 PROP. 1500
,� -x 42. 7 SEPTIC TANK
PROP. WELL / �� \ �� (NOTE: NOT DESIGNED FOR 1"mITLE 5 SITE PLAN
/ VEHICLE LOADING)
25 42.39
\x\44.45 x 41.411 OF
GRAVE DRI E
\ '1pROVIDE
EX ST. WELL �� ` ------
LOAM AND SEED
w \ 35 EXISTING SEPTIC TANK (PUMP
O AND REMOVE) EL. 42.6' EL. 41.8' 1636 MAIN STREET
\ O
WOVSNGEOTEXT/LEFABR/C 4 WEST BARNSTABLE
(I /RAF/� USED AS T/EBACK
20 EXIST. DWELL. x y0 / PT 1 x 6 BULLNOSE DECK/NG EL 40.3'.f (PROPOSED) PREPARED FOR
TOP FNDN. _
44.5' WITH M/RAF/ ATTACHED BY 3" SCREWS
3.20 44.00 AT 16" CENTERS
W 15 147. G OPERATING POINT
HELEN MARVILL
F, 2.7' IDP± / STAGGERED SPIKES
LL_ 40 M/L• EL. 379' JULY 15, 2009
z POL Y BARR/ER
SECTION VIEW
AUGUST 11 , 2009 (SEPTIC)
Uj 0 10 // oGPi/ 44.34 SEPTEMBER 9, 2009 (DISTANCES FROM WELLS TO P-SEPTIC)
LOT AREA: 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18" HIGH 6 DEEP SEPTEMBER 22, 2009 LIST WELL VARIANCES
a 14,777 SFt L :':: ( )
AS PER PB 387 PG. 59 / ��// EX. DWELL.
NOT TO SCALE S4A OFM
// / � ZFiOFM�SS9 ASSgO
04
5 / �/ �o� DANIEL oyG� ��� DANIELA. �
/ p�' EXIST. WELL A , o OJALA Scale: 1"= 20'
/ QQ j/ _ PER OWNS ALA CIV `°P.
0 S9�, / � 0 �°1
o.4098 �50
O p <r 0 10 20 30 40 50 FEET
25 50 75 100 /- / 7z rOt, E
CAPACITY - GPM �� ® iE9°yG -
DANlIEL. �� �� off 508 362-4541
PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP
� A. ALA -
OJ .� I fax 508-362-9880
OJALA, CIVIL No.46502 m downcope.com
a No,40980 v � � ��, ��
°FFss �_ S ,ST G,�� down cape engineering, inc.
q , /ON EN
u R� civil engineers
09- " O DATE DANIEL A. OJALA, P.E., P.L.S. land surveyors
939 Main Street ( Rte 6A) (1
YARMOUTI-iPORT MA 02675 09-110.DWG(SBO) all
- - _