HomeMy WebLinkAbout0000 LINCOLN ROAD - Health (3) Lot 301-B Lincoln Rd.
Hyannis, (Enbom)
��PyoFTHFTo�y� TOWN OF BARNSTABLE
OFFICE OF
MA66.
B� >�BT. BOARD OF HEALTH
y
1639. ` 367 MAIN STREET
D MAX 1r'
HYANNIS, MASS. 02601
February 22, 1989
Ms. Kathleen M. Enbom
103-A Swan Lake Road
West Yarmouth, Ma 02673
Dear Ms. Enbom:
You are granted a variance from the Board of Health Interim Groundwater
Protection Regulation limiting sewage flows to 330 gallons per acre in certain
zones of contribution to public water supply wells.
This variance will allow you to install an onsite sewage disposal system at
Lot 301-B Lincoln Road, Hyannis, Ma., with the following conditions:
(1) The septic system must be installed in strict accordance to the submitted
plan.
(2) The dwelling cannot contain more than three (3) bedrooms. Sewing rooms,
dens, lofts, mudrooms, enclosed porches, finished cellars, and similar
type rooms are considered bedrooms according to the Department of
Environmental Quality Engineering.
(3) The septic system shall be pumped every three (3) years and written
certification submitted to the Board by a licensed septage hauler.
(4) The dwelling must be connected to public water.
(5) The dwelling must be connected to Town sewer when the Department
of Public Works determines its availability.
This variance is granted because it is one of the few remaining vacant lots
in a developed area., It is the opinion of the Board 'that the installation of
another septic system in 'the:area 'will not significantly alter the poor quality
of the groundwater in the area.
Sincerely yours,
cu, QJt/lSZ-
Ann Jane Es baugh
Acting Chairperson
BOARD OF HEALTH
TOWN OF BARNSTABLE
AJE/bs
copy: Joseph Polcaro
�P�oFteeTo�o TOWN OF BARNSTABLE
OFFICE OF
D'" BOARD OF HEALTH
NAM 66.
1639. ` 367 MAIN STREET
o MAY
HYANNIS, MASS. 02601
February 22, 1989
Ms. Kathleen M. Enbom
103-A Swan Lake Road
West Yarmouth, Ma 02673
Dear Ms. Enbom:
_. You are granted a variance from the Board of Health Interim Groundwater
Protection Regulation limiting sewage flows to 330 gallons per acre in certain
zones of contribution to public water supply wells.
This variance will allow you to install an onsite sewage disposal' system at
Lot 301-B Lincoln Road, Hyannis, Ma., with the following conditions: ti
(1) The septic system must be installed in strict accordance to the submitted
plan.
(2) The dwelling cannot contain more than three (3) bedrooms. Sewing rooms,
dens, lofts, mudrooms, enclosed porches, finished cellars, and similar
type rooms are considered bedrooms according to the Department of
Environmental Quality Engineering.
(3) The septic system shall be pumped every three (3) years and written
certification submitted to the Board by a licensed septage hauler.
(4) The dwelling must be connected to public water.
(5) The dwelling must be connected to Town sewer when the Department
of Public Works determines its availability. .
This variance is granted because it is one of the few remaining vacant lots
in a developed area. It is the opinion of the Board that the installation of
another septic system in the area will not significantly alter the poor quality
of the groundwater in the area.
Sincerely yours,
Ann Jane Es lbaugh
Acting Chairperson
BOARD OF HEALTH
TOWN OF BARNSTABLE
AJE/bs
copy: Joseph Polcaro
_ v,
. . ., .. ate
yr Maw Fee ,
ff
P�df T 1 rod♦ TOWN OF BARNSTABLE
ta°' w '` °•� OFFICE OF
i DAHI BOARD OF HEALTH
MAWL eI
°o i6j9• 367 MAIN STREET ► ��
HYANNIS, MASS. 02601
�a VARIANCE REQUEST FORM
All variance requests must be submitted fifteen (15) days prior to the scheduled
Board. of Health`Meeting.
771-5400 (work)
NAME OF APPLICANT Kathleen M. Enbom TEL. NO. 790-0445 (home)
ADDRESS OF APPLICANT 103-A Swan Lake Rd. , West Yarmouth, MA 02673
NAME OF OWNER OF PROPERTY Kathleen M. Enbom
SUBDIVISION NAME None DATE APPROVED
ASSESSORS MAP AND PARCEL NUMBER 271-132 LOT SIZE 12,637 +/-
LOCATION OF REQUEST Lot #301-B Lincoln Road, Hyannis, MA
VARIANCE FROM REGULATION (List Regulation)
Release from the 11330" Regulation
REASON FOR VARIANCE (May attach letter if more space is needed)
See attached letter.
PLAN ' TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST.
VARIANdE APPROVED
NOT APPROVED
REAS014 FOR DISAPROVAL roe
\\y
v ky
wN cEn
000:BElCb"OIBLE Grover C.M. Farrish, M.D. Chair an
Ann Jane Eshbaugh
TER- 6 �989 James H. Crocker, Sr.
BOARD OF HEALTH
TOWN OF BARNSTABLE
05
v ~
i�
.' 6
February, 1989
Dear Sirs:
I purchased the lot #301-B Lincoln Road, Hyannis, not knowing
that it was in the 330 Zone. I am the single parent of two children
and require three bedrooms; it will be a hardship if I am unable to
construct a three bedroom home. Most of the other homes in the area
are three bedroom houses, and this is one of the last buildable lots
on Lincoln Road. It was the only lot which I could find at a price.
that I was able to afford.
Sincerely yours,
KA.THLEEN M. ENBOM
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NO. OF OUTLETS: 3
. .. - MANHOLE COVER TD.f1NISN sRADE
T PIT DATA:
SOIL TES s�-6,� 15I DATE
NOTES: - - � ~
' ,� 24" DIA. COVER
,_ „ t2'MIN. 4" MW
1. DISTRIBUTION BOX TO WITHSTAND H-10 6 2 LAYER OF
lxDICATLf�� 8 COVER '-- LOADING UNLESS UNDER PAVEMENT. DRIVES PEASTONE
tXDIC.if'L.i_nft I OR TRAVELED wArs WHEREBY N-2v LOADING
PIRG G �► _ .... •.�- �: ,.
R40 DWATIR , .� .. •... - .:.. . SHALL APPLY
. I
IZS7
r'�'`-�'-----=---------- �� �INLET
9 •� �. PROVIDE INLET TEE AS SHOWN WHERE g'do
l 2 1 r LMc_c_iilfj SLOPE OF INLET PIPE EXCEEDS OOI iT/iT °ems
TP No. ?'P NO..�....�-� r 1000 GAL. 1 �� �� OR IN A PUMPED SYSTEM. r
99.8 r i ,� 3 19'I/ J. FIRST TWO FEET OF PIPE OUT OF THE 314'-1 1/2n
GRD.EL 10_ O_I CRD.EL.�_ MISCAST, alm 4 -10 i•
• ,, DISTRIBUTION BOX TO BE LAID LEVEL f
N.A. � -��' ,REp1�'OItC[0 � OUTLET ••. 4- PLAN VIEW •.,.
GW.EL N . A GW.EL..� �C/TIC YANK 4-4 , ,r 's NLET 4�-0" �� '� ,i I. RECOMMENDED MANUFACTURER WASHED
p H-10 - i TEE -4 STONE f
0 4 -6 c TEE LIQUID DEPTH-
-7ROTONDO OR APPROVED EQUAL 4 4 LOCUS
REMOVABLE COVER
1 TOP & SUBSOIL 1 TOP a SUBSOIL r i -; '�,3/�To H/t'811OIE �
- - �'�. • T •) :: f. • � +. ' • : �. • 1r ,; .� .+ ' �_ !6 CiA.O�ii':-ETti) o o
2 98.1 2 97.8
SAND SAND 60TTOY ON LEVEL STABLE SASE �• " PROVIDE p
, o . .!'.. 3 WATER
'��' e
3 3 WITH 24"DUL MANHOLE COVER JOWTS (TM) 1 rr Y t� References: '
WITH - 4 MILET 4� OUTLET. ! 1 2' � �` 6 D IA. --'�-� I�-- 2
4 4 GRAVEL 8� CROSS SECTION VIEW
GRAVEL 8� PLAN VIEW 14"
COBBLES 71 '_ � I/2„ I I 'S�DIA. 10'-t�DIA.
94.8 NOTES:
5 COBBLES S -
COARSE
I. SEPTIC TANK Tb. WITHSTAND H-10 LOADING J. INLET AND OfTl1.ET' TEES TO BE .CAST IRON, - INLET
6 16 SAND 93.8 UNLESS UNDER PAVEMENT. DRIVES OR TRAVELED SCHEDULE 40 PVC OR CAST -IN -PLACE CONCRETE. PLAN O F LAND I N B A R N S TA B LE
WAYS, WHERE BT H-IO LOADING SHALL APPLY TEES 70 BE CENTERED UNDER MANHOLE COVER 2���-�• � LEVEL-�STABIE 1►MCA
`FOR PHYLLIS M. TYRONE BY
COARSE SAND T BASE .
7 2. ALL PIPE CONNECTIONS AND CONCRETE CON- I. RECOMMENDED MANUFACTURER • XMIONDO OR CROSS SECTION VIEW s'� x Wro CHARLES N. SAVERY, DATED
SrRUCT1ON TO BE WATERTIGHT. APPROVED IQUAZ- 1-V20 "ONE ASSESSORS MAP 271 LOT 132
MAY 4, 1973.
H=10 •
8 LEACHING PIT. DETAIL.
8 N O WATER
No WATER GALLONS: loon DISTRIBUTION BOX DETAIL LOCUS MAP Q
SEPTIC TANK DETAIL 1vo. OF
8. ENCOUNTERED NOT TO SCALE
9 ENCOUNTERED NOT TO SCALE NOT TO SCALE SCALE 1'=20>S3. N
10 10 DESIGN ANALYSIS
BOTTOM 'OF' BOTTOM OF
1Z 88.I I4 85 8 DESIGN FLOW.
HALE HOLE 3 BEDROOM / 110 GPD/BEDROOM = 330 GPD
DAM* DArL-
Project Title :
?zSTBTrM DONOVAN. TESTBTrM.DONOVAN
SYSTEM PROFILE sPric TANK 1sEQUIREMENrs:
wmvEssaD n:• wtrWEsro rr: -
G.`Dt1NNING
G.'DUNNtNG . NOT TO SCALE ,
' 330 GPD X 150 % = 495
MANHOLE AND COVER FINISH GRADE TO HAVE
PERG A1Tt PERG IUTE: - DWELLI NG ° USE 1000 GAL. TANK
BROUGHT TO FINISHED GRADE ZTYP) MIN. 2 /° SLOPE OVER
r SfIN./1NCY 2 YI1r"�INCN
• LEACHING FACILITY
TOP OF
100.5 FINISH GRADE
TP Na _._._ TT No. FOUNDATION ;.. � �'Ir �� �� �►'-' .
LOT B
GRD.EL GRD.EL
= 102.00 � v ,� 1' \i
FIRST VIVO FEET TO BE
G1P.EL GW.EL
.• .-.••.; �..•.` ... , If4 / FT - (TYP) ..: • ....• ... ..... ................•. �� `: LEACHING FACILITY REQUIREMENTS: = 330 GPD
LINCOLLAID ,.LEVEL • N
0 0 2 LAYER OF PEAISTONE
98.0 97.47 .: - �� goo 6 DIA., 4 DEEP PIT W/2 STONE
97..55
T
1 1 H-10 97.30 97.16 3/4"- 1 1/2" WASHED STONE ROAD
97.80 4 o SIDE AREA = 125.6 SF (2.5 GPD/SF) = 314 GPD
2 2 1000 GALLON DISTRIBUTION o
REINFORCED CONC. BOX c BOTTOM AREA =78.5 SF ( I.0 GPD/ SF) = 78.5 GPD HYANN I S
SEPTIC TANK e' ,o `0 392.5 GPD
S 3 TO BE INSTALLED ON A oS o° o o 4.
LEVEL, STABLE BASE MA.
4 4 • _TTIBOTTOM EL.= 93.16
S S
LEACHING PIT
LEACHING FACILITY PROVIDED.-
7-
7 1-6' DIA., 4DEEP PIT W/2'STONE
a e
CAPACITY PROVIDED 392.5 GPD
CAPACITY 'REQUIRED 330 . :GPD
S 9 -
10 10
11 11 ,. •
NOTES
12 12
97� / / 1 UNLESS OTHERWISE NOTED, ALL CONSTRUC-
DATE: DATE - - TION METHODS AND MATERIALS SHALL CON- PREPARED FOR �_"�'- -� x x x x x
TEsr �. �� �: FORM TO TITLE V OF THE STATE, ENVIRON-
MENTAL CODE AND. ANY APPLICABLE LOCAL
RULES AND REGULATIONS.
ATTNESSED BT: WITNESSED lT: 1-99 rc
�4- 1W1 RE FENCE � 6� STOCKADE FENCE- N C) T E S
2 GROUT TO BE USED AT ALL POINTS WHERE
x � PIPES ENTER OR LEAVE ALL CONCRETE
PEAC. RA7Z. PERC_ RATL• y
'STRUCTURES IN ORDER TO PROVIDE A WATER-
- OPROPERTY LINE SHOWN HEREON WERE 'COMPILED
TIGHT SEAL ,
KIIV./1NCH JA7m./fmCN -� FROM A PLAN RECORDED AT THE.BARNSTABLE
x REGISTRY OF DEEDS IN PLAN BOOK 271 PAGE 82 3 ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL
AND DO NOT REPRESENT IANI ACTUAL SURVEY BE SEALED' WITH NEOPRENE GASKETS OR
ASPHALT CEMENT TO PROVIDE A WATERTIGHT
ON THE GROUND. SEAL
•
/ x
INVERT ELEVATIONS � _
PRECAST CONCRETE .SEPTIC TANK, DISTRIdU-
I { TIO)rBOX, AND LEACHING FA IL TO WITH-
1 x 2)ELEVATIONS ARE BASED ON AN ASSUMED DATUM. STAND H-10 LOADING UNLESS UNDER PAVE-
4- INVERT AT BUILDING 98.OQ
MENT: DRIVES OR TRAVELLED WAYS WHEREIN A.M. WIISOCI
97.80 �� H-20 LOADING SHALL APPLY: ASSOCIaeS
I' INVERT AT SEPTIC TANK (ir: j LOT B
- - S ALL PIPES IN THE SYSTEM SHALL BE SCHED- Inc.
('INVERT AT SEPTIC TANK (out) 97.5b 12, 0.2 SF. x 3)LOT IS LOCATED IN A TOWN OF BARNSTABLE ULE 10 OR EQUAL
r _ � 0.29 AG
I' INVERT AT DtST. BOX (in) 97.47 GROUNDWATER PROTECTION OVERLAY DISTRICT
6 WASHED CRUSHED STONE SHALL BE FREE OF
97.30 - x ALL,. DIRT, DUST AND FINES. 911 Main Street
I' INVERT AT DIST. BOX (out) PROPOSED 7 AT ALL POINTS OF INTgASECTION'OF WATER Osterville/MA 02655
I STORY 4)ALL UNSUITABLE MATERIALS WITHIN 10 OF THE LINES AND SEWER LINES, BOTH PIPES SHALL
INVERTS AT .LEACHING: FACILITY:
3 BEDROOM x WOOD FRAME BE CONSTRUCTED OF CLASS 150 PRESSURE 611-428-1450
_ �-0 LEACHING FACILITY SHALL BE REMOVED AND
PIPE AND. ARE TO BE PRESSURE TESTED TO.
I' INVERT AT -BEGINNING OF 1 STORY
•�'-� 301 REPLACED WITH CLEAN SAND HAVING A PERCOLATION ;�
LEACHING FACILITY 97' 16 D W E L Ll N G ASSURE WATERTIGHTNESS. Drawing Title
WOOD FRAME 0
� �� HE .GES
RATE OF LESS THAN 2 MINUTES PER INCH:. -- _
4- INVERT AT END OF
1`O,F = . 102.0 - 8 ' SEPTIC TANK DISTRIBUTION BOX. ETC.
SHALL BE MANUFACTURED BY ROTTINDO OR
LEACHING FACILITY
_ - AN EQUIVALENT MANUFACTURER.
10'
ELEVATION AT BOTTOM OF MIN. w PROPOSED .
9 EXCAVATE ALL UNSUITABLE MATERIAL IN
SUBSURFACE
LEACHING FACILITY 93.16, 1000 GAL. '. >_' WATER SERVICE LEACHING AREA AND BACKFILL WITH CLEAN
OBSERVED GROUND WATER NOT
100 * 1 O O SEPTIC TANK o GRAVEL OR COARSE SAND. SEWAGE
ELEVATION ' ENCOUNTERED
` 4D. BOX a � 0 10 HEAVY .EQUIPMENT SHALL NOT BE ALLOWED
- I-6 DIA.,4 DEEP � TO OPERATE. OVER THE LIMITS OF THE'
LEACHING PIT o SEWAGE DISPOSAL SYSTEMS DURING THE DISPOSAL DESIGN
COURSE OF CONSTRUCTION OF THE SYSTEMS.
R ICD
99 8 0°. 11 NO FIELD MODIFICATIONS TO THE .SEWAGE `` (u�"'
DISPOSAL SYSTEM SHALL BE MADE WITHOUT
-. B.M. EL =100. , a �• �
10 MIN. T P -,It .2 PRIOR WRITTEN APPROVAL OF• THE ENGINEER o MICHAEL G
CB/DH - AND THE LOCAL BOARD OF HEALTH. `� G t�f
y q
12 THIS SYSTEM SHALL BE INSPECTED'- AS RE-
--i - `
QUIRED BY SECTION 2.IO O&TITLE V.AL
BIITUMINOUS,-WALK
�- _ _ 13 A CERTIFICATE OF COMP NCE AS RE-
PAVE BY :SECTION 2.8 OF LE V MUST BE
E D G E 0!-PAVE OBTAINED BY THE CONTRACTOR UPON COM-
PLE77ON OF THE ABOVE WORK. -IF AN AS
6
'1•-GAS LINE 99 BUILT` PLAN IS REQUIRED DUE TO.CONTRAC- : 1�s 20'
L I N C O L N ,. I i50� TOWN WAY') C
R O A D TOR DEVIATING FROM THESE PLANS, WORK
I FOR SUCH 'AS BUILT' PLANS SHALL BE
COMPENSATED BY THE CONTRACTOR. 0 20 40 60 FEET
_ EDGE .� � I OF PAVE � �- � �
14 THIS SYSTEM IS NOT DESIGNED FOX, A
U. P. GARBAGE DISPOSAL UNIT.
Date I -12 - 8 9 Dw9 No:
U.P.3 _ �- O.H.W. •--�
- - - - 15 ALL ELEVATIONS ARE BASED ON ASSUMED Design, M J D
DATUM.
Check:
Drawn: J V B
Job No: 2.0 4 0 8. 0 Sheet I Of