HomeMy WebLinkAbout0000 EVSUN DRIVE - Health (3) Lot 6, EVSON DRIVE
s Centerville Conduris
I
DATE IO �
tHI� TOWN OF BARNSTABLE
FEES 15 00
ti OFFICE OF RECEIVED BY__a_
NAei3VIAMri�cr. f BOARD OF HEALTH
00 1630'MAt 3e7 MAIN STREET
�'
HYANNIS. MASS. 02601
VARIANCE REQUEST FOR11
All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Ilealth
meeting.
Down Cape Engineering representing 362-4541
NAIIE OF ,APPLICANT George Cond uric TEL td0.
ADDRESS OF APPLICANT 926 Main, Rte 6A, Yarmouthport, MA 02675
t1AtlE OF OWNER OF oROFERTYbn-
SUBDIVISION NAVE DATE APPROVED
ASSESSORS RAP AND PARCEL NUMBER Map 168, par. 84
LOCATION OF REQUEST vson Drive, Centerville
SIZE OF LOT 17, 058 SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY, Yes X_No
VARIANCE FROH REGULATION(List Regulation) re of rim soll 2
'
iC1 Imo- ` ` �-""""-` �.I� --•---� f ( �o� C�l .( c-J t'�J�
REASON FOR VARIANCE(llay attach letter if more space is needed)
lot was pre-existing before regulation was adopted
L
PLAN — TWO COPIES OF PLAN 1IUS•T BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST.
VARIANCE APPROVED
NOT APPROVED
REASON FOR DISAPROVAL
Robert L. Childs, Chairman
Ann Jane Eshbaugh
Grover C.It. Farrish, H.D.
BOARD OF IIEALTIl
TOWN OF BARNSTABLE
TOWN OF BARNSTABLE
�pF 7H
OFFICE OF
s HA"STAM i BOARD OF HEALTH
XASL pj
�0 1639• ��� 367 MAIN STREET
�cMnYk HYANNIS, MASS.02601
November 29, 1990
George M. Conduris, Jr.
83 Coff Terrace
Centerville, MA 02632
Dear Mr. Conduris:
You are granted extensions of the variances granted to you October 18, 1988? which will
expire on December 1, 1990, from the Board's requirement to utilize the formula contained
in the United States Department of Interior Geological Survey publication, "Estimating
Highest Groundwater Levels for Construction and Land Use Planning a Cape Cod,
Massachusetts Example", dated September 1983 as stated in the Board of Health's
"Installation of Onsite Sewage Disposal Systems on Marginal Lots" Regulation.
The variance extensions will allow you to install onsite sewage disposal systems at lots
five (5) and six (6) Evson Drive, Centerville, Massachusetts, with the following conditions:
(1) Any impervious materials encountered during the installations at the elevation of
the proposed leaching facilities shall be removed for ten (10). feet in all directions
therefrom. The designing engineer must perform a percolation test in the fill used
after placement as required by 310 CMR, 15.02 (17), of the State Environmental Code
Title 5: Minimum Requirements for the Subsurface Disposal.of Sanitary Sewage.
(2) The septic systems must be installed in strict accordance with the final approved
plans and must meet all of the regulations contained in 310 CMR 15.00.
(3) The designing engineer must be onsite and supervise the construction of the onsite
sewage disposal systems and must certify in writing to the Board of Health that his
designs have been strictly adhered to prior to the issuance of Certificate of the
Compliances.
(4) The dwellings cannot have more than three (3) bedrooms each. Sewing rooms, dens,
lofts, mudrooms, enclosed porches, finished cellars, and similar type rooms are
considered bedrooms according to the Department of Environmental Quality
Engineering.
(5) It shall be recorded on the deed that the onsite sewage disposal systems shall be pumped
every three (3) years and written certification submitted to the Board by licensed
septage hauler.
(6) The dwellings must be connected to public water.
The variance extensions are granted because there is 4'3" (four feet, three inches) of
Mr. George M. Conduris, Jr.
RE: Lots 5 and 6 Evson Drive, Centerville
November.29, 1990
j
naturally occurring pervious soil above the site's maximum groundwater elevation. Your
designing engineer's site specific groundwater adjustment calculations were reviewed
by Gabriel Belfit, Hydrogeologist for the Cape Cod Planning and Economic Development
Commission, who agreed with your adjustment figures.
Sincerely yours, � =
Ann Jane Eshbaugh
Chairman
BOARD OF HEALTH
TOWN OF BARNSTABLE
AJE:bcs
6.0
TOWN OF BARNSTABLE
oft Toy
�r�' ♦e OFFICE OF
)AEa9Tl)L BOARD OF HEALTH
i
■Ate. 367 MAIN STREET
HYANNIS, MASS. 02601
�0.11AY 1r
October 26, 1988
Mr. Arne Ojala
Down Cape Engineering
926 Main Street
Route 6A
Yarmouthport Ma. 02675
Dear Mr. Ojala:
You are granted a variance on behalf of your clients, George Conduris and
John Salerno, from the Board of Health "Installation of On-Site Sewage Disposal
.Systems on Marginal Lots" Regulation.
This variance will allow you, to install an onsite sewage disposal system at
Lot 6 Evson Drive, Centerville, MA, with the following conditions:
(1) Any impervious materials encountered during the installation at the elevation
of the proposed leaching facility shall be removed for 10 feet in all directions
therefrom. The designing engineer must perform a percolation test in the
fill used for the proposed on-site sewage disposal system before and after
placement as required by 310 CMR, 15.02 (17), of the State Environmental Code
Title 5: Minimum Requirements for the Subsurface Disposal of Sanitary Sewage.
(2) The septic system must be installed in strict accordance with the final
approved plan, and must meet all of the regulations contained in 310 CMR,
15.00. The submitted plan shows the leaching area only 20 feet from the
dwelling.
(3) The designing engineer must be onsite and supervise construction of the
onsite sewage disposal system and must certify in writing to the Board of Health
that his design has been strictly adhered to prior to the issuance of a Certificate
of Compliance.
(4) The dwelling cannot have more than three (3) bedrooms. Sewing rooms,
dens, lofts, mudrooms, enclosed porches, finished cellars, and similiar type
rooms are considered bedrooms according to the Department of Environmental
Quality Engineering.
(5) It shall be recorded on the deed that the onsite sewage disposal system
shall be pumped every three (3) years and written certification submitted to
the Board by a licensed septage hauler.
Mr. Arne Ojala _
Down Cape.Engineering
Re: Lot 6, ) vson Drive, Centerville
October 26, 1988
(6) The dwelling must be connected to public water.
(7) Variance expires November 1, 1989.
The variance 1s granted because there 1s 4'3" (four feet, three inches) of naturally
occurring pervious soil above the site's maximum groundwater elevation. . Your
site specific groundwater adjustment calculations were reviewed by Gabriel
Belfit, Hydrogeolgist for the Cape Cod Planning and Economic Development
Commission, who agreed with your adjustment figures.
Sincerely yours,
Grover C.M.Farrish,M.D.
Chairman
BOARD OF HEALTH
TOWN OF BARNSTABLE
TM/cst.
I�.
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w PREPARED FOR
CIVIL ENGINEERS
" LAND SURVEYORS
926 b6W 8U p* ;St a�Evoa SCALE
Yw�A.fOA GATE. '$7 M
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flLNCN �i1L�Q S ST4KF i 15Se55 MAP 14,B. ,PdCzGI-L 84. Y
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PREPARED FOR
CIVIL ENGINEERS
LAND SURVEYORS
on to IA 8s. o rnn�cs�e�Evoa
Yawwi.W , SCALE
6 r DATE:,
shy-. ,.--•• -
SECTION - SEWAGE
13 —SEPTIC TANK — 8 — "D"BOX — 2 — LEACH
lOP OF FON
•?�•=� (MSU• r'•2"OF Its TO W"
WASHED STONE
j
IN �C
OUT IN- OUT INJ PIPE !µV.20:
t bQ6G --
SEPTIC
TANK
' ELEV. `, .;rr•
: ELEV. ELEV. ELEV. •1. • � '. _19.15
5c?TIC TLU4 TO 444E -TeE 7 'L J.L� Za:5o
\NLET I E T e EkTET1D 10"BED-�+d \IVF4TELEV.' ELEV.
,. OJTLt7 T£'E TD F1TFt.�� t4" PiEt.nW�NV>CRT AU ".)�j.�
10"400E Y."•1 W..
WASHED STONE
TEST HOLE LOG
TEST BY R -FA iQC3a►•itC eE. y,C�r��1�JC,
WITNESS
"k<< TEST OATS 4- DESIGN 3 BEDROOM HOU!
>x. T.H. • 1 T.H. r 2
ELEV.2 0-2 ELEV. 2 1.�.
�o4M NO
L0l k S0 501L a Ivse, PERC RATE ` 2 MIN/IN. DISPOSER DISPOSER
FLOW RATE ItoF B (GAL./DAY) O �
_ SEPTIC TANK 330 (LS)= 4
REO'D SEPTIC TANK SIZE I o a o
t=fx; sdN �•�ee•
LEACH FACILITY
�Fhr SIDE WALL ( 1 G/D.
"iToA 5 ..,.. .���_ ���= t' ! BOTTOM :0 4c �a- ( t.v 1 4ur� v G/D
l�yt,TE� i�E�. J� wfT�?:� ��.r::'i. TOTAL
64' 1 3 941.I - -—
• j
1 14.0
USE: ==fir LEACHING
WATERENCOUNTEREO
to
NOTES: (UNLESS OTHERWISE NOTED) 411 It.
1.DATUM(MSU!.TAKEN FROM
2.MUNICIPAL WATER cj AVAILABLE
a:PIPE PITCH:W"PER FOOT
5.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO• \ as
5.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1) FT.
S.PIPE JOINTS SHALL BE MADE WATER TIGHT
J.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. C•+✓N« H.
GJALA
STATE ENVIRONMENTAL CODE TITLES
b PLA►l », d CIVIL
P�oP�'Jt'cp ►•.)AL'Y, DI.IL.�? � ��.1'..O ►.ID'( B+: ll��D �`>< �a �P7;�2 (' >t�
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BOARD OF HEALTH
" CONTOURS (EXISTING).•.•• $dtzNSTbBLE , Mq'
(PROPOSED)—O-'O-O 0— APPROVED DATE
SECTION - SEWAGE
13t —SEPTIC TANK — 8 — "D"BOX — 2 — LEACH f"EL-2
TOP OF FON
Z�•:5 (MSL)• r"2"OF Its TO Ih"
WASHEO STONE
IN• OUT-
41
IN OUT IN
• �/ PIPS; t1tv.20.'
• _(__..
I a a a — --
Z 2 1. O g SEDT IC (\ 2 a•+ `6
4 -- -, TANK V---- Z 0,4�j
ELEV. � ELEV. ELEV. ELEV. r _Ig• 15
SEPTIC TL11< YO ;1:.YE -TEES 'L � �7 Zv.So
\r4LETYPF 'To EYT[}1b10"BEt•,W ,�1vFG4'ELEV. ELEV.
bJTLET TEE TO EtTEt:D t4" PSEt.,w N ZqTiOl�•[�k• L "'l�j.�
i
WASHED STONE
TEST HOLE LOG
TEST
-BY
IL ,FAIQl3A►'A Pt.. �1.DUI`jWINC, Ca.0.H •)
WITNESS 3
b: TEST GATE 4- Z S - P DESIGN BEDROOM HOUE
T.H. 111 1 T.H. 2
ELEV.Z O.2 ELEV. 2 1.,O
_-� NO
su Sots Z DISPOSER DISPOSER
Lo L
a )vac% L PERC RATE MIN/IN.
FLOW RATE Ilo,c 3 (GALJOAV)
*;.,. SEPTIC TANK
V`FA CLE u REO'D SEPTIC TANK SIZE
code•
5dN
`'.. {. LEACH FACILITY
SIDE WALL f 1 - G/D.
�rbw �L el;.. ";� BOTTOM :o ac e>^ f 1.v au,v -0 G/D
5-.L �I' TOTAL
84'"
!
USE: LEACHING F'1 t—t>
WATER ENCOUNTERED
NOTES' (UNLESS OTHERWISE NOTED)
1.DATUM(MSL) TAKEN FROM
2.MUNICIPAL WATER 1 3 _ AVAILABLE ►a.1,�
S.PIPE PITCH:10"PER FOOT >sue'. �•��
_ /.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO
S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. 'ram ..�
4.PIPE JOINTS SHALL BE MADE WATER TIGHT )i.
!V
7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. IA !I'
STATE ENVIRONMENTAL.CODE TITLE S '!( G
b 5 PUu1 f06 � D � olef >�, �;Ij ►.bt � �l d 7 2
�L ENGINI
q.���� �. r Vv�ti/ �Jt�i �i.7 'I F�����'�� Gjr- 1 1,� �T�� ✓. �th'T•VY��
BOARD OF HEALTH
CONTOURS (EXISTING)•--•-• B,�1zNSTABLE MA
(PROPOSED)-O-O-O Q- APPROVED GATE
.rt.
�DFTHErp� TOWN OF BARNSTABLE
OFFICE OF
BAaISTAEL
AM
M BOARD OF HEALTH
� A6Y.
pp 039. ` 367 MAIN STREET
�0 MAY M'
HYANNIS, MASS. 02601
August 16, 1988
Arne H. Ojala, P.E.
Down Cape Engineering, Inc.
939 Main Street, Route 6A
Yarmouth Port, Ma. 02675
Dear Mr. Ojala,
I received your letter of water adjustment levels and request
for permits dated August 8, 1988 for Lots 5 and 6 Evson Drive,
Centerville. The United States Department of Interior Geological
Survey "Estimating Highest Ground-water Levels for Construction
and Land Use Planning - A Cape Cod Massachusetts, Example," dated
September 1983 lists the adjustment figures used in determining
groundwater levels. It appears that the highest groundwater level
attained for the well AIW 230 was 25.1 feet recorded in July. We
have not yet obtained figures for August. Therefore, the highest
groundwater levels were not attained in March, as you stated.
There appears to be a discrepancy in your calculations. Perhaps
we should discuss the adjustment calculations. Please call me to
set up a meeting date.
Very truly yours,
omas A. McKean ..
Director of Public Health
TM:cst
copy to: George Conduris
rtA- MV
rz
"".q /44 44 /ZkrOL��f
AA / 4
� -� pp
300' Abuttors List A. M. # Par. # D.B./pg
Ermina Zamarro & 169 19 C99090 par.A
Town of Barnstable 169 20 C99090 par.B
367 Main Street
Hyannis MA 02601
James B. Moore 111 169 94 4343/037
Ruth A. Moore
2126 Falmouth Road
Centerville,.MA 02632
Joseph E. Nelson 168 4 3387/275
PO Box 116
Avon, MA 02322
Charles F. Warren 16'8 81 4789/143
Marie E. Warren
72 Hayword Street
Milford, MA 01757
Michael White 168 82 4431/55
Hugh J. White
175 West Main Street
Hyannis, MA 02601
Melvina C. Herberger 6z 168 90 5438/2
Town of Barnstable
Town Counsel
367 Main Street
Hyannis, MA 02601
/
SECTION - SEWAGE a:
r_:�t2 pre" 1
A
SEPTICTAf�K - I�, _ ..O..Eo�, _ �� 3. �LG1-,D1=Ft)S�pRS f � / � '%D �'z,4 �rflG�f�• � � •
70P OF For: - LEAN. S l.� / �vd ���� '�0
I
WASHED STONE
IN
G OUT•
SEPTIC
ELEvJ _� I ELEV.
TANK 0 7 (,7
i _� ELEV. 2 3 7 ELEV.
ELEV. 21.?'J •R I O ` 'J T \ !` \
'�G ' � it ✓� y�/ 1 �I �I (� �Q /� f� 3�
ELEV.
O
OF
WASHED STONE �• �g;r A
w
�:
R�MD.�l �i 4LL U5Uli iQl_c �otl, SDP ± _11v �o^ �eO °w
'y�� Wit( /
TrcST HOLE LOG � . , , \ \
r ir;G j LSsll 'v, t ,' ; ��S �✓ 0 1 ;
TEST BY
! o TEST DATE WITNESS i�+ I f �,5i��•"��dJ ' 'i '�
BEDROOM H E
T.H. T.H. DESIGN ou5 w
ELEV. 'L 0.2 ELEV.
DISPOSER
NO a by �$
t 2 { �1
1 P D S OSER DISPOSER
.., S -
P
ERC RATE MIN/IN. � • > '
FLOW RATE $10 (GAL.PDAY 1 _ry a 1> 21 J f r" t
SEPTIC TANK 33o (1.5)= 9
I REO'0 SEPTIC TANK SIZE !sJ 00 ► :__-;\� E \ O
! LEACH FACILITY -�
SIDE WALL
_ BOTTOM 2 x B = Z Z s F r I 0 Z \ i
Z TOTAL 29t, SF 46 �� 9
-\Dt1. S- 5.2� USE: 3 LEACHING �1.OiaRIFFUScgS
WATER
,
f- OTES: (UNLESS OTHERWISE NOTED)
I.DATUM (M.SL1 t TA.KEN FROM •� �'� % - QUADRANGLE MAP- 77
1.MUNICIPAL WATER 1 AVAILABLE
!. PIPE PITCH: W"PER FOOT
4.DESIGN LOADING FOR AlL PRECAST UNITS:AASHO-. 1 .44 �o EU. LA
S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. " ,f'✓il y -- �-DISTANCE AS CERTIFIED�.PIPE JOINTS SHALL BE MADE WATER TIGHT fJo. =,�TS2 ! I
7.CONSTRUCTION DETAILS TO SE ACCORDANCE WITH COMM.OF MASS. 'O 1
STATE ENVIRONMENTAL CODE TITLES
�/F �� ;� ',�yi n `,'.� % !`�� •v✓f l;� '� \t�, ��iya`'� ,.•v�F"`�h U( '^j,"_,'•\ SITE` N PLAN
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REG.PROFESSIONAL ENGINEER OJ.ALA
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8
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PREPARE x L,
D FOR:
CIVIL ENGINEERS
CONTOURS (EXISTING) BOARD OF HEALTH �26 LJ\NDSURVEYpRS --------
MaIr&L REG.LAND SUR VOR +
(PROPOSED)-4-0-0-4- APPROVED DATE a� �1J51 aE�L�L�pRA VW1111111110D,WA SCALE a 40 '7- 1, g 1
-•- DATE
-
SECTION - SEWAGE
i
! t \ v s
' � ) ?,y_:.�LDI�]DI`-�t1`a�DRS ;}I `\ / vd �!✓i ,�f
SEPTIC TANK - �`# - "D•' BOY - - LEACH, A // Iq
70P OF FOtV n ; f
O�(MSLIe 1 �✓ I/V� —..2,.OF�lBTO 4:" i aj F' / -
r
CiVI' f �(✓�✓*� WASHED STONE r C
44! %/ o / 0;z.
'� I ' `tee
IN- OUT- .. IN•
� SEPTIC
1 N• OUT-) i O A G
��•�? I J 23.72 TAji
NK tip)
ELEV. ELEV. ELEV. ELEV. —' 7 ,I _ _� 2'.Js.— j l •ID
ELEV. ELEV. 0 ��
Lp
�- t f 3 0
' V�✓1� '�f'T�✓'G'i• .. OF>w" 144"�
WASHED STONE r �, O-h /
f�Etv1D.V L U 50Ii-LBUE -:oft F82. p. /y'V c� /
TCEST HOLE 'LOG
?.
TEST 13Y WITNESS
10- 1� - 3�0
TEST DATE ' DESIGN BEDROOM HOUSE \� mow,:
fe \
T.H. r 2 T.H. • 41
ELEV. ELEV. NO
DISPOSER DISPOSER Z1
13„T p y ar 2+ PERC RATE MIN/IN. i S
FLOW RATE 110 (GAL_/OAY) l '�
! 9�5
SEPTIC TANK
REO'D SEPTIC TANK SIZE
LEACH FACILITY
ro� f7 g
SIDE WALL CZ 3 )'- = ?2 ��(� a y >>3 0 G/D. Y 1 =
wto BOTTOM 29•c $ 2ZQ SF 1 t:c�y 22�- G%c. q �/
',Q&Te � TOTAL 2`1G yF �
>•
WILL=AIvi-Z3o v -
I -
IUSE: 3 LEACHING ldW �`.tFFUScn�_
WATER'ENCOUNTEREO ! ��
1 \�r
NOTES: (UNLESS OTHERWISE NOTED)
1-DATUM 7MSL) TAKEN FROM!� _—_—.QUADRANGLE MAP`
i t►VAILABLE ti ~C\ _
1.MUNICIPAL WATER Jam/
I 3.PIPE PITCH:W"PER FOOT „ a O.: :LA
A.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO- c� :11/�L --.I --•—< --DISTANCE AS CERTIFIED
S.MIN.GROUNDCOVER OVER ALLSEWAGE FACILITIES:(1)'FT. A
6-PIPE JOINTS SHALL BE MADE WATER TIGHT d Pt�' ���s2 li' _yam SITE PLAN
7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MA 55- �S' ( '�h Of ,!;
T'�cQ T 1 e ��r� ~y1 /�)�I D I V
STATE ENVIRONMENTAL CODE TITLES =ram'�;� LET `
' I C, :� E f LOCUS:
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REG-PROFESSIONAL ENGINEERt �} M2c3 8 Ki REF: _
down cope enooneering ` "�\ ^` ~1` PREPARED FOR:
I CIVIL ENGINEERS `'r`V��•.'-,
LAND SURVEYORS
BOARD OF HEALTH 1 9" �(n 84. REG.LAND SUR YOR SCALE I� 4o H
{ (EXISTING)------------ B.&Ie JST� MA
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CONTOURS (PROPOSED)-0�- APPROVED DATE I i BOA GATE
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