HomeMy WebLinkAbout0260 LAKE ELIZABETH DRIVE - Health 260 LAKE ELIZABETH DRIVE, CENTERVILLE.�
' A=227-037
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No. 42101/3 ORA
ESSELTE 10%9'op�l
0 0 0
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
` Ma c�7 Parcel ��FZ Permit#
p
Health Division 9G-l�'� Date Issued
Conservation Division �/ `���_ Fee
Tax Collector �''�'"'� `� ��
Treasurer �� zv �aaa 0 99 vu"nrdi IC SYSTEM IViU T EE
J INSTALLED IN COMPLIANCE
Planning Dept. WM TrT1.E 5
Date Definitive Plan Approved by Planning Board
ENVIRONMENTAL CODE AND
TOWN REGULATIONS
Historic-OKH Preservation/Hyannis
Project Street Address z 1 I�►4K 1
Village CRfl-� G U �`1C V ` 1-� cA C
OwnerY "`y1 / �G Address Z Q �- \ �1 ,� �, ►.I
Telephone _J S I C{�J
Permit Request aAfffl 6rE 0, d n ' r 0 �}
3 :1
Square feet: 1 st floor: existing 103 g proposed 2nd floor: existing proposed Total new
Estimated Project Cost jI,000 Zoning District Flood Plain Groundwater Overlay
Construction Type W 604 ff-Alr 1
Lot Size � �/ Grandfathered: 0Yes ❑No If yes,attach supporting documentation.
Dwelling Type: Single Family l Two Family ❑ Multi-Family(#units)
Age of Existing Structure 3 Historic House: ❑Yes l No On Old King's Highway: ❑Yes 4 No
Basement Type: ❑Full Xcrawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) 0) A4 Basement Unfinished Area(sq.ft) n
Number of Baths: Full: existing new Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths):existing Cfl new First Floor Room Count
Heat Type and Fuel: , Gas ❑Oil ❑Electric ❑Other
Central Air: ❑Yes Nq,..• Fireplaces:1xisting New Existing wood/coal stove: ❑Yes El No
',t- -
Detached garage:❑.existing ❑new size fl Pool:❑existing ❑new size n Barn:❑existing ❑new size
Attached garage: existing ❑new size Shed:❑existing ❑new size in 4 Other: f\
Zoning Board of Appeals Authorization ❑ Appeal# t Recorded❑
Commercial ❑Yes No If yes,site plan review#
Current Use Proposed Use
(� BUILDER INFORMATION
Name �� Telephone Number 1 y 3 I zn
dress 2:�, p h �'PMT License# 0 i
t v u Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING F OM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE _cI I�26 ;�
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
im / X L
DATA
TOW OF ARNSTABLE BUII
4
Map c-'Z:�7 Parcel
Health Division
Conservation Division
Tax Collector I
Treasurer_ 0 9q o��f(gya_v - / TEE
Planning Dept. I I ONCE
Date Definitive Plan Approved by Planning Board / (AND
G
Historic-OKH Preservation/Hyannis
Project Street Address 1 Z47) I�►�K C-`1 •N�� t
Village R A-t G" U �`�C V ��-HC,C
M
Owner f"A V-\, rnl Address
Telephone `� 4
1,
�t'n T3AO r OT14, SEA Rio rr\
3---� '
ills
m I
co p �,
LO \.� proposed 2nd floor: existing proposed Total new
a
0 } j Zoning District Flood Plain Groundwater Overlay
Grandfathered: OYes O No If yes, attach supporting documentation.
,o
o Family C] Multi-Family(#units)
"! I Ln
Historic House: ❑Yes �No On Old King's Highway: ❑Yes 4 No
I
o I Walkout ❑Other
'1i v p 1 Basement Unfinished Area(sq.ft) n
z
�' o new Half:existing new
0<) I nu
0 cm
r D C, � _ new f
N a O cisting new r1 First Floor Room Count
0}a J PQ o
cc 0E-JZW Ua N
LU Electric ❑Other
awa��~ wf�
j >W r- !s::Existing New Existing wood/coal stove: Cl Yes O No
Ln
W a 7 1
o e Pool:O existing ❑new size n A- Barn:O existing ❑new size
w 0) n,
h! U .a
r LL Shed:❑existing 0 new size n Other:
F p -�
o O II
,ICI
Appeal# Recorded❑
IiUII1111C11 ldl U ies Ly IVU II yes, site plan review#
Current Use l Proposed Use
BUILDER INFORMATION
R —�
Name �E' Telephone Number �� 0
dress 12J hb+�T t�.t License#
Home Improvement Contractor# _1 D 3 3 2 0P
Worker's Compensation# ft6&i 4 w L y y,)'1D05M
ALL CONSTRUCTION DEBRIS RESULTING F OM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
- - -.I .y- t/-LILLy3r' ,t,
ll./7 5„k;wut
escrrphar onunercr�flnln elnents . #A
anc r ernent
1 esidential --- f ,
ea
-rame Type
,yes 1 alhs/Plumbing
1 Story ill _r'' x ety r
� .
ccupancy 0
eiling/Wall
Rooms/Prins Q L/" C 2 G` 5 -
xterior Wall 1 14 Vood Shin le \] hYJ
2 g /o Common Wall 3 r
oof Structure 3 .able/Hip all Height nn'' I tgTl /
oofCover 3 sph/FGIs/Crnp 24 EP' 1a
nterior Wall 1 8 ypical z 16 n�✓ `C�AI� �I}7 irl
2 ical enrent o e escrrptron actor 11 t ` 1
nterior Floor 1 0 yp omp ex 4 /� 10 2
l�
nit Location
2 •loor Ad' / Z. ('
-leafing Fuel 1 one ----- or
leafing Type 1 one umber of Units - 4
C Type 1 one umber s Levels L l J r C)�/o Ownership 1t) �'� t 1 1J
edrooms 2 Bedrooms
alhrooms 1 1 Bathroom
to I Full TTATUATfu28
otal Rooms 4 Rooms na 1. ase ate
ize Adj-Factor 1.27936 1q
ath Type rade(Q)Index .83
itchen Style dj.Base Rate 0.97
Idg.Value New 2,958 �v
ear Built 1950 v
ff.Year Built 1965
mil Physcl Dep 2
uncnlObslnc 0
con Obslnc
I peel.Condo Code 2�5�
o e escrr lion ercenta e pecl Cord /o
-171r rng a am �g-- verall%Cord. 8
eprec.Bldg Value 0,100 /
lam-
o e escrrptron arts nr( rice r.
P r o n pr. a Ile
SEC
o e escrrptron wing re n ross 'ea ren
rrs oor nu osl rr eprec. n ire
FEP Enclosed,Finished 14
FGR ttached Garage 9
ttach 35.6 4,99
io
PTO at 33 11 17.9Q 6,01
UST tility,Storage,Unfinished 13 1 5.0 6G
1 16.9 30 /�}/L�Y"w '�jj �L�l� y'1/^�%t!�►C� I r/ � ��„"
>. ross tv eas.„,ea
d4VA_6
+ ,,�� rTOWN OF BARNISTABLE
LOCATION&k �� P I` �y z hl- I )60 SEWAGE #19` S-
VILLAGE C 'I� �L�C L-G-C- ASSESSOR'S MAP& LoV,�'7 03 Z
INSTALLER'S NAME&PHONE NO.Lll
SEPTIC TANK CAPACITY6
LEACHING FACELITY: (type) MA 11 (s zejs 6 Y
NO.OF BEDROOMS
BUILDER OR OWNER tJ h C.
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching f ili%U-4A4-1�
Feet
Furnished by ✓� N A"
No. . 1J „ PARCE1.N Fee
THE COMMONWEAL ��TTS
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
0(pplication for Oigoal *pglem (fon5truction Permit
Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. Owne ' ame, ddress d Tel.No.
` to �v i"� S -.G
m/4,--tt h J4 u`e_
a (� ti J- u e O
Installer's Name,Address,and Tel.No. 94>4 4`d : 3cl S l DesI ner's Name,Address an Tel.No.
A� C z i-� F �I h�-C;-t n�
p,0•� X i4( Lill H.7v-be►- j�oad
v o a 1S4 H14 anti-'-s 114. 016.1 ,. � Me h
Type of Building:
Dwelling No.of Bedrooms Garbage Grinder(1110)
Other Type of Building LU oo No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow ( S gallons per day. Calculated daily flow gallons.
Plan Date S- Number of sheets Revision Date
Title
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) N
ri
�
Date last inspected: DESIGNING ENGINEER MUST SUPERVISE
INSTALLATION AND CERTIFY IN WRITING
Agreement: THE SYSTEM WAS INSTALLED IN STRICT
V The undersigned agrees to ensure the construction and maintenance of the Y(=dRDAhP MT161PI;aA'd4ge disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of_Health.
Signed Date
Application Approved b -
Application Disapproved for the following reasons
Permit No. Date Issued 15 r� ^� j
1'"�""•'"`�'�;`l J �...n...w -: -.._.h+i+s'i's�. i�_..,,..,;,z.y_.�, y .. s Y. ....v _ r .Y`'�' —• a_,. -� .. ... r .. -. ��_�. .�l<.�.i., a '""°�ti
No, s • ^ ' V Fee
THE COMMONWEALTH OF MASACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pprication for Mi!5pogal bp%em Construction Permit
Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's ame,Address and Tel.No.
0 .. 0'7C
Installer's Name,Address,and Tel.No. S G4' �t$ ' 3`1 ( Designer's Name,Address and Tel.No.
At, C Pr F Olh� ( LIM�
P,U x ILf( y� f1 � battyy� 6aad `
a u e F o -�� oU �S ► lnh� 5 I"� . 0?Frt lt�t !\�� ha
d I
Type of Building: y 1
Dwelling No.of Bedrooms Garbage Grinder o/0) j
Other Type of Building i,u , , No. of Persons Showers( ) Cafeteria( )
Other Fixtures i
Design Flow_ S J gallons per day.-Calculated daily flow ` ` gallons.
Plan_ Date 8 Z "3a ems` Number of sheets Revision Date d -
Title n
Description of Soil LIZ---Je
`l Q ,
Nature of Repairs or Alterations.-(Answer when applicable) p`t Qa" �CJne�s
i
Date last inspected: ! ('
Agreement: t> '
" Theundersigned 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 noTfo place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health. (�,
Signed P Date �f,P�, /O
Application Approved
Application Disapproved for the following reasons
I a
Permit No. ^ � Date Issued
I
THE COMMONWEALTH OF MASSACHUSETTS /
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
x
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced(�on ✓- 7
by #A/l/L/t � i�w G`' for-!�l.440,�2 . %_a_e r a--"-
as I�i.0.�, ..i / '°'3''oG.s 'tr _ i has been constructed in accordance 1
with the provisions of Title 5 and the for Disposal System Construction Permit No.9 /��dated
Use of this system is conditioned on compliance with the provisions setfforth be r
a i
No. -/ C-,s_Z f e: Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
I=igpogar *pftem Congtruction Permit r
Permission is hereby granted to /&2fj& ex-el- 41-3,02"777-?
to construct,( )repairs( ) �, sp. as
an On-site Sewage System�locafed at ram` ' .+�? (`
s y„r'r v
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
All construction must be completed within/two years of the date below.
// ?? PP / r
Date: ,�'"` ,J�G••,�� -Approved b
- 1
,
Pots --- - -- - - ; : .. . 0-•.- 10
1-7
Elev.F5.5,� -
P.0 LK6Le4IY S.fr
7 f
-
. . . �ACz�w
AeCl► of IS�om Ste \pe t/
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tr, t f a �•,Q..
Lake Eii�abeth Drive
Profile no scale • ri lc,c x . . , �.�.. ,
" _ =
. t--
A ti 4tANA<.-s� jo �(Q f
A1 jQ r jam. _ 1 u "I R rr.. `�� `a_`i"•-'_j 1Z� �a l L
Cma __ ¢��1fG �r &5�o tUFM j .• "' rt CLEAN toll U.
Sekto /s�oo w.4 gp fs -` t`r x=�''�.acRA1-a,-w...�s �. - 4rr�. o4
rn
I /\SPi1r►�r CpAr'La�w�+aR i . .S :.,
oatC a. YR. �,qa�t ,, . � .• &1Wi4.060A
.• 7-.461. RR. .r r.. 't t • .". \ a �O A�90rA0�•� T r��
—...a:o.�Tpic
'tics` 1'O/►OlN�....�
1
" 'Motes:, ,
r
Heptie Design
The sl!wade8.,as�ea' on''the .:house 28 of .� 1..5'q
is= o,�be a rp6x'cb%iaid �sundeck lA'x '119
=AA8 x0 4= 33 � pd
- . z ?
= -TbeI, enign- vi11 ;inspect �
_~tteaystem beforebackfill ng-.
VA Ll-
d jY -
�� Site �P. f gym`Cent �.i
got:mil rea 3e8eCke � Q.. r m
m
Being :aos 0/423 n
4 r a oG. 4.4
m
- :Elevations -are on N¢ v t: " .o. tiiaer CD
-
Dater A ent,-barns le board healt ' -
g h
3
Scale ,17-30:'�: . Date 8-30-95 �R
All Cape '-Engineering, MEN.w-!8-9s .7j
' .49 Harbor Road
- ---� HyannijK, MA 02601
--- 'Test pit data
'Made -7
-Waterfencountered
`Pere„ ,.less 2 min ;per IN
- +6e� ��t. .._ .-_ .. F •l��-•�..��f R __.__ice-.
. HQa.
44.
Mir
�e
W
JUL 1` -E, tlr 4�if°I HLL =.i;F'� EilTfvEEr IfU, ;ii�_t_�, 1�1. -�.__`
of
,v
ALL CAPE ENGINEERING
RMStERED ENGINEZR9 AND
6
LAND SURVEYORS
49 "ARMOR ROAD
HYANNIS. MA Ozepy
nL. SOV77840ea
7-141-96
13edAd of ke UA Ce�tew.i,l.�e, 1�f9
�lelerrrzi.a, 11f9 02601
Y
�vo .' 1epec�t�i.oA6 we44 Made- tO iAAU4e VW, i ,s •t pw*p G &eU
atabout add-caa� ee acco�rdc,c� to ptldK d0ld the "4t4� 4A 4pp4oucd.
j'
.i'
„/ c
New Bedroom
� b
Closet
C[
�xistinc�
Ilwa Breezewaq
u
room
Storage/ Util itq
O room
Prel iminarg ragout for renovation at Fl izabeth nrive
5cal e 1/ 4" + 1 ' -O"
Property Location: 259--4,KE ELIZABETH DR MAP ID: 227/ 037///
Other ID: Bldg#: 1 Card 1 of 1 Print Date:02/19/1
ement.• escription ommercia ata ements
STy e ype anc r Element Gd. Ch. Description
Model 01 Residential Heat
Grade - Frame Type PTO 11
Baths/Plumbing
Stories 1 1 Story
Occupancy 0 Ceiling/Wall e 0 2 USI
ooms/Prtns 4-
xterior Wall 1 14 ood Shingle /o Common Wall `r 3 7. �jftiTl
2 Wall Height
Roof Structure 03 able/Hip 4 EF �p�M m,^ 14 �aQm
Roof Cover 3 sph/F GIs/Cmp 16 Q
Interior Wall 1 8 ypical 6_1z_
�ement o e escription actor 10 �nterior Floor 1 0 ypical omp ex 2
2 Floor Adj
Unit Location
eating Fuel 1 None 4
Heating Type 1 None umber of Units .� lcJ
C Type 1 one umber of Levels 10{� 1 t• 1
/o Ownership
Bedrooms 2 Bedrooms �L� 28
Bathrooms 1 1 Bathroom
10 1 Full Un-a-dj-713ase Rate 48.OUr�
otal Rooms 4 4 Rooms Size Adj.Factor 1.27936 �
Grade(Q)Index 0.83
Bath Type Adj.Base Rate 50.97
Kitchen Style Bldg.Value New 52,958
Year Built 1950
ff.Year Built 1965
rml Physcl Dep 32
uncnlObslnc 30
con Obslnc
701X�v USE Spec].Cond.Code
ode escri aon ercenta a Spec]Cond% ---_� n
lulu ing a am
—Overall%Cond. 38
e1� eprec.Bldg Value 20,100
14 Csl
,.
Code Description LIB Units nit rice r. p t o n pr. Value
code Description LivingArea Uross Area Eff.Area a nit Gost U n eprec. Value
BAS First Floor
411998(
FEP Porch,Enclosed,Finished 14 91 35.61 4,99
FGR Attached Garage 33 111 17.9 6901
PTO Patio 13 1 5.0 66
UST Utility,Storage,Unfinished if 16.9 30
JIM Uross tv e_w z,.rea - 801 1,43q 11031,Bldg Val:1 ;.-
TOWN 'OF BARNSTABLE
LOCATION mo� t�' r�;:: ( h i c'G SEWAGE #Qf` l .
VILLAGE C � L--C>I1-�-1 ASSESSOR'S MAP & LOT9,�?7 U 3
w 7�
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 's6 C
dn�s
LEACHING FACILITY: (type) j�^"�(s'ize) l 6 Y 1�
NO.OF BEDROOMS
BUILDER OR OWNER h�.
PERMTTDATE: ��/ COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility r Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) '`� Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching ffacili ) Feet
Furnished by 79
�, 62
o� :Jp f/laq ez 17 3 971d7 0-9
c,IZABE'I'1I DR AIAP ID: 227/ 037///
Other ID: Bldg#: 1 Card 1 of 1 Print Date:02/19/1
SKE7'C%I - -------- )
Z r. p7ion --
-- nnc ra r. Description
1 lesidentialle
a C —--- " —
(71
meType FGR PTO-91�C,nes 1 I Story `�ccupancy 0 iling/Wall �1
Rooms/Prins l�,_ 2 �� S
-xterior Wall 1 14 food Shingle /Common Wall C,��Y� , 3 7j f C 7/
1 DTI
Wall lleight
oof Structure 3 Gable/Hip __ _ ,
oof Cover 3 splr/FGIs/Crop 1�`� vltc r
4 EP-- 14------ �. ( �7
nterior Wall I 8 �ypical D07C �P-M 1614
2enrent CO-We— escrrptron ncrar � � 10g_
Interior Floor I 0 Fypical omp cx l��Z' �J.
2
2 door Adj v
nil Location --..._. .-.. . A
leafing Fuel 1 one ---------- --- .. or
leafing Type 1 one umber of Units 4
C Type I one weber of Levcls 10 �/� 17
L 0
Ownership
edrooms 2 Bedrooms t
athroorns I I Bathroom S 7-A TARKL�T f f3LUATM ��� 28
10 I Full na }. ase ate !FII
Folal Rooms 4 4 Rooms Size Adj.Factor 1.27936 S
Ind
Grade Base Rate
0.9
ath Type .83
Adj.Base e N 2,95
itches Style Bldg. Value New 2,958
Year Built 1950
rn Year Built 1965
rml Physcl Dep 2
•uncnlObslnc 0
icon Obslnc - —
TIX� ?T xd.Cond.Code 2 j
peel Cond%
o e escrrptron ercentn�e_ verall%Cond. 8 ��-
FIl- rngle Fam �(T- ... . �
A eprec.Bldg Value 0,100 '4 /' S
77 LDTN EXT A7URE37
Code— -Des crrptron LIH Units nu rice Yr. -7 ITi R! ,oUir7 i pr-6 a7ire
_UIEM VMA A_R Sec
—ode— escnphon rv..g rea rocs rea rMan ue—� 0-�38FEP orch,Enclosed,Finished 14 4,99FGR ttached Garage 33 6,01PTO atio 13 6GUST tility,Storage,Unfinished 13pit. ross n ea� ,.rea 2,.
K
t
i
TOWN OF BARNSTABLE
�pfTMET�w
e�P^ yam OFFICE OF
1BA"STAML
M i BOARD OF HEALTH
� AB6 p�
Op 1639. 367 MAIN STREET
AY
CEO M A''
HYANNIS, MASS.02601
E
MIP a ,���037
October 19, 1995
John Milne
49 Harbor Road
Hyannis, MA 02601
Dear Mr. Milne:
You are granted a variance on behalf of your client, Mildred Giesecke, to install an onsite
sewage disposal system at,2e lake Elizabeth Drive, Centerville. The soil absorption
system will be constructed fifty (50) feet away from the edge of a vegetated wetland in
lieu of the required 100 feet set back. This variance is granted with the following
conditions:
(1) The plans shall be revised to show (a) five feet vertical separation between the
bottom of the proposed soil absorption system and the maximum groundwater
elevation, (b) more detailed information regarding the construction of the wall and
limits of the wall, (c) installation of six inches of stone on the bottom of the field,
and (d) a note indicating removal/replacement of topsoil and subsoil.
(2) The dwelling shall be connected to town water.
(3) The designing engineer, Martin Moran, shall supervise the installation of the septic
system and shall certify in writing to the Board that the system was installed in
compliance with the revised plans.
(4) No more than three (3)bedrooms are authorized. Dens, study room, sleeping
lofts, and similar type rooms are considered as bedrooms according to the
Massachusetts Department of Environmental Protection.
L_
lake
in
The variance is granted because according to the inspection report by Hilliard Hiller dated
April 6, 1995, it was revealed that the existing soil absorption system is sitting in the
groundwater during the wettest period of the year. This replacement system which will be
placed five feet above the adjusted groundwater table, may alleviate a source of pollution
to the pond.
Sincerely yours,
Susan G. Risk, R.S.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
lake
Town of Barnstable
» - Department of Health, Safety, and Environmental Services
MUMSeABM
Public Health Division S�b•�� �
s639� a��
367 Main Street, Hyannis MA 02601
Office: 508-790-6265 Thomas A.McKean
FAX: 508-775-3344 Director of Public Health
September 28, 1995
Mrs. Mildred Giesecke
24 Martin Avenue
Scarborough, ME 04074
SECOND NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE
ENVIRONMENTAL CODE TITLE V: MINIMUM REOUIREMENTS FOR THE
SUBSURFACE DISPOSAL OF SANITARY SEWAGE, AND 105 CMR 410.00
STATE SANITARY CODE H - MINIMUM STANDARDS OF FITNESS FOR
HUMAN HABITATION.
The property owned by you located at 2-56 Lake Elizabeth Drive, Centerville was
inspected on April 4, 1995 by Hilliard Hiller, Certified Septic System Inspector because of
a title transfer. The following violations of 310 CMR 15.00, the State Environmental
Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and
105 CMR 410.00 State Sanitary Code U - Minimum Standards of Fitness for
Human Habitation were observed:
REGULATION 310 CMR 15.02 (207)AND 105 CMR 410.300:
• No inlet tee provided at septic tank
• Also, the elevation is the same on both the inlet and the outlet.
• In addition, the U.S.G.S. maximum adjusted groundwater would bring the
groundwater table into the bottom leaching facility 3.6 inches.
On May 30, 1995, you were directed to hire a professional engineer or registered
sanitarian within fourteen days (14) days of receipt of this notice.
You were further directed to contact and hire a licensed Disposal Works Installer within
thirty (30) days of receipt of this letter in order to repair this system. However, the
septic system has not been upgraded. You are again directed to upgrade the system within
thirty(30) days
However, the septic system has not been upgraded. You are again directed to upgrade the
system within thirty (30) days of your receipt of this letter.
You may request a hearing before the Board of Health if written petition requesting same
is received within seven (7) days after the date the order is served.
Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with
an order shall constitute a separate violation.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean
Director of Public Health
reverse
The Town of Barnstable
Health Department
y 367 Main Street, Hyannis, MA 02601
Oflloey3�-7904263
e FAX SW775-3344
" t �,��, Thomas A. McKean
Director of Public Health
i & May
f:
a't Mrs. Mildred Giesecke
u�"ai� rkr
kit 24 Martin Avenue
x Scarborough, ME 04074
'
,r � NOTICE TO ABATE VIOLATIONS OF 310
NVIRONMENTAL CODE TITLE V: MINIMUM RE UCMR: 15-00 ENTHE STATE
E D
SUBSURFACISPOSAL OF GE AND
MINIMUM SANITARY SEWAIREM105 CMR 41—THE
STATE SANITARY CODE ll - STANDAR DS OF FIT NE 0.00
ll UMAN HABITATION. SS FUR
The property owned by you located at 250 Lake Elizabeth Drive, Centerville was
inspected on April 4, 1995 by Hilliard Hiller, Certified Septic System Inspector because of
a title transfer. The following violations of 310 CMR 15.009 the State Environmental
Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and
105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for
Human Habitation were observed:
REGULATION 310 CMR 15.02 207 AND 105 CMR 410.300:
• No inlet tee provided at septic tank.
• Also, the elevation is the same on both the inlet and the outlet.
• In addition, the U.S.G.S. maximum adjusted
groundwate groundwater table into the bottom leaching facility 3.6 n hear would bring the
YOd to hire a professional engineer or registered sanitarian within fou
days (14) days of receipt of this notice. rteen
Yoher directed to contact and hire a t("
thirty(30)days of receipt of this letter in order t10 repair this system.icensed Disposal Works Installer within
fe-e—✓�
cY V fl 2s(1
5J ASSESSORS MAP ta.
ar PARCEL NO: 49
��. y b • yC 7 1 '
11U.
TOWN OF BAEINSTABLE DATE,
yo�ia�Toy .Y._
J I o orricE or- FEE
1 BOA11D 01: HEALTH RFCFIVFn BY
poll , — —
^s�� 357 MAIN STREET
IIYA111113,MASS.02601 (�
i
VARIANCE REQUEST FORH
ALL VARTANCES MUST TIP, SUn?ITTTED FIFTEEN (15) UAIG PRIOR TO
rlll SCHEDIMIED 110A1111 OF 11l;Al,rn r�iEE1111i11G. --
NAME OF APPLICANT N/ic.5iz._,� TEL. NO. ,o7-794-4j,?�
ADDRESS OF APPLICANT 2-4• M14o 1,,,' 11(16
NAME OF OWNER OF PROPERTY
SUBDIVISION NAME DATE APPROVED
ASSESSORS 14AP AND PARCEL NUMBER z L7 -
LOCATION OF REQUEST
SIZE OF LOT <s`dao SQ.FT WETLANDS WITIIIN 200 FT.YBS Y
NO
VARIANCE, FROM REGULATION(List Regulation)
S i�;l/G� J`fZ.�JG/ 1f✓Ci L/�.lJ!� . r4 S�� 1DK/,/ 1 S /Ob
REASON FOR VARIANCE Ma attach if more space is needed
VARIANCE(May p 1
4AILtid 1%f_6ce—G r-a LA kh,l�
PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY.
O0Tb1NI11G VARIANCE REQUEST.
VARIANCE APPROVED
NOT APPROVE
REASON
lb
cS' ! BRIAN R. GRADY, R.S. j CHAIRMAN
d �e SUSAN G. RASK, R.S.
Y'-
L9JOSEPI9 C. SNOW, M.D.
y",�,
�. - BOARD OF ALrALTH
TONN OF BARNSTABLE
$ eb
e.-s
Landscape Architecture and Environmental Planning
205 A Street,Boston,MA 02210 tel 617-437-6461 fax 617-269-4221
All Cape Engineering
c/o John Milne
49 Harbor Road
Hyannis,MA 02601
August 22, 1995
RE: Mildred Giesecke.2--51ff L e Elizabeth Drive,Centerville,MA
Dear Mr.Milne;
On August 19, 1995 Robert E Marini of Native Landscapes delineated the wetlands according to MGL
131 ch 40(310 CMR 10.55),the Massachusetts Wetland Protection Act. Pink flags numbering
NL1-NL13 were hung to delineate the BVW along a pond.Plots A,B&C designate plots approximately
10'apart where a transect was recorded at flag#4(Plot B). The appropriate Delineation Field Data
Forms were assembled for plots A,B&C. Due to the steepness of slope it is presumed that vegetation
alone is adequate to document the BVW.
There are no Estimated Habitat Areas or Certified Vernal Pools within the limits of concern of this site,
according to the Atlas of Estimated Habitats of Rare Wetlands Wildlife, 1995 Edition. This document is
updated annually by the Natural Heritage and Endangered Species Program,Massachusetts Division of
Fisheries and Wildlife.
Please contact us if you have any questions.
ery truly yours,
N iv Lan scapes
Robert E.Marini,LA
Principal
Attachments: Delineation Field Data Forms,Wetland sketch plan
4
Pond
Retaining Wall
C g q
NL13
Transect @
Flag#4
# I`z SQ
Residence
NL1 /I L I
(Pink Flags
Typically)
Lake Elizabeth Drive
a.�o
_s==o0 Lake Elizabeth Drive
Mildred Giesecke
All Cape Engineering Native Landscapes
c/o John Milne Landscape Architects & Environmental Planners
B
N 49 Harbor Road 205 A street
Boston,MA 02210
Hyannis, MA 02601 Sketch not to scale tel#(617)437- 6461 fax#(617)269-4221
Completed by
HIGH GROUND-WATER LEVEL• COHPUTATIOIt
L� �.4i3 L + ,y ��.>: Lot No.
Site Location: � -
• -�afccK�- Address: !'�i�-ice
Owner. /� > Address:
Contractor:
Notes:
• 3.3
STEP l Heasure depth to water table ..• � / .
to nearest 1/10 ft. . . . . . . .. . . ... .. . .. . . .. . . . . .
•
date
STEP 2 Using Water-Level Range Zone .
and Index well Nap locate .
site and.determine:
deterine:
A) Appropriate index we).1 . ,.
g) l.'ater-level range zone . . .. . .. .. ...
STEP 3 Using monthly repo rt"Current
Water Resources Conditions"
determine current depth to ••
water level for index well .. .
mo y r
STEP Using Table of Water-level
rSTLE—P2A
` stments for index well
, current depth to
water level for index well
-J57EP 3) , and water level •3 3
zone (STEP 2B) determine
water-level adjustment • .. ..•.:................. . . ............. .
STEP $ Estinate depth to high water
by subtracting the water-
level adjustment (STEP
from measured depth to water '
level at site (STEP 1) . .... .......... .. ..... . . ........... . . ..... . .
,a�f'• ;. '•�' , tied :+ � . t f
f ► � t .,1, ti, , � „ '' !
♦r• • M• t Y•G - '
• t • _ - E l 1r'41f{ •/ �I�i -1}}..77\�� , ! l r r S 1 {..
' :� tf't : ' v y Z t •F .,:,,r .� �,j`f1
r
r'
Town of Barnstable
�. Department of Health, Safety, and Environmental Services
• TAR AABM ;
f6,9, � Health Division
367 Main Street, Hyannis MA 02601
Office: 508-790-6265' 'Thanes A McKean
FAX: 508-775-3344 Director of Public Health
May 31, 1995
TO: Mildred Giesecke
24 Martin Avenue
Scarborough, ME 04074
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE. ENVIRONMENTAL
CODE,TITLE 5. 2 �
0
The septic system owned by you located at 76* Lake Elizabeth Drive, Centerville was
inspected on April 4, 1995 by Hilliard Hiller a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the
guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following:
• No inlet provided at septic tank.
• Elevation is the same on both the inlet and the outlet.
• Maximum adjusted water table U.S.G.S. calculations bring the water table into
the leaching facility.
You are directed to hire a licensed professional engineer (PE) to design a system that will
bring the septic system in compliance with 310 CMR 15.00, The State Environmental
Code, Title 5 within twenty-one(21) days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system
components within forty-five(45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or into surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
40
omas A. McKean, R.S., C.H.O. pSSES�OASNNO.
Agent of the Board of Health CAROB N0:�-
I
i
Town of Barnstable
Department of Health, Safety, and Environmental Services
Health Division
367 Main Street, Hyannis MA 02601
Office: 508-790-6265 Thomas A.McKean
FAX: 508-775-3344.. Dbvdor of Public HeaM
RARNBMARM i
MAN, p
[ENGINEE ET R] n n
TO: ()'1 I G j,- C� � (Date) /V 1 ` 2 6
2 � m ar�-r✓� �en,c�e-
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE,, T�ITTLLE 5.
The septic system d by yo 1 Gated at ` 7�p LG(fie C?12G ✓�"�- was inspected on
CT 5S by i1�t a�( 17 a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE
5 (310 CMR 15.00)due to the following:
-'_t4 I n r
You are directed tolire a licensed professional engineer (PE) to design a system that will bring the septic
system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one (21)�
days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system components within forty-
five(45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system
to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface
waters.
Any person aggrieved by any order issued by the local approval authority may appeal to any court of
competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean, R.S., C.H.O.
Agent of the Board of Health
Town of Barnstable
r
Town of Barnstable
Department of Health, Safety, and Environmental Services
Health Division
367 Main Street, Hyannis MA 02601
Office: 508-790-6265 'names A.McKean
FAX: 509-775-33".. Dirodor of Public Heft
sun
� eeRr�ereeta, F
�rt
[ENGINEER'LETTER] 1A
T0: tis (Date)
0
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5.
Y--`
The septic system owned by you located at � nol�a �• �'�'� was inspected on
by Mwl se f a Massachusetts icensed septic inspector.
The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE
5 (310 CMR 15.00)due to the following: I
You are directed to hire a licensed professional engineer (PE) to design a system that will bring the septic
system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one (21)
days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system components within forty-
five(45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system
to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface
waters.
Any person aggrieved by any order issued by the local approval authority may appeal to any court of
competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean, R.S., C.H.O.
Agent of the Board of Health
Town of Barnstable
_ r
i
M.,rd OIL
Gf,575-po v
4 ASSESSORS MAP NO°
MUNSELL AS=SOCIATES PARcallo• �
HOME INSPECTION SERVICES
317'9 M'AI'N STREET(RT. 6A) P.O. BOX 43:1
BiARNSTAB'LE, MASSACHUSETTS 020h
(5'08)'J62-4043 FAX(508)362-2992
~ S'UB'SUR'FACE` S'EWWAdE DISFO'SAL SYSTEM IWOF ICT'I'ON FORM
Address of property; 3'8 M'agnolia Ave. W. Kyannistport, MA
Owner' s Name : Mr. Thomas Teczar et al
Date of Inspection: April 29, 1995
PART A co p
CHECKLIST y .
Check if the following have been done :
J
X Information wa!s requested of the owner, occupant,
and Board of Health.
X None of the system components have been pumped for at least
two weeks and the system has been receiving ri-orm'al flow
rates during that period. Large volume's of water have not
been introduced into the system recently or as part of
this inspection.
N/A As built plans have been obtained and examine,d. Note if
they are not available with N/A.
X The facility or dwelling was inspected for signs of sewage
back-up.
X The site was inspected for signs of breakout .
X All system components, excluding the SAS, have been located
on the site .
X The CESSPOOLS manholes were uncovered, opened, and the
interior of the CESSPOOLS were inspected for condition of
baffles or tees, material of construction, ditensions,
depth of liquid, depth of sludge, depth of s'cum.
X The size and iocation of the SAS on the site has been
determined based on the existing information or approx,
imated by non-intrusive methods .
X The facility owner (and occupants, if different from owner)
were provided with information on the proper maintenance of
SSDS .
I
Page 1
♦ SUBSURFACE SEWAGE DISPOSAL SYSTEM TNS'PE'C'T'ION FORM
PART B
SYSTEM INFORMATION
FLOW CONDITIONS
If residential :
9 number of bedrooms
0 number of current residents
NO garb-age grinder, yes or no
YES laundry connected to system, yes or no
YES seasonal use, yes or no
If nonresidential, calculated flow: N/A
Water meter reading's, if available : 0 G'alldt ss last 12 months
1994 OR 1993 Last date of occupancy
GENERAL INFORMATION
Pumping records and source of information:
NO RECORDS OF PUMPING IN PAST YEAR TOWN
NO_System pumped as part of inspection, yes or ri'o
If yes, volume pumped_ Gallons
Reason for pumping:
Type of System
Septic tank/distribution box/soil ab's`orp'tion systern
X Five Cesspools
Overflow cesspool
Privy
Shared system (yes or no) (if yes, attach previous
inspection records, if any)
Other (Explain)
Approximate age of all components . Date installed, if known.
Source of information:
NOT KNOWN: ALL SYSTEMS APPEAR TO BE VERY OLD 30-50 YEARS
NO Sewage odors detected when arriving at site, yes or no
Page 2
I�- - - -- -
• SUBSURFACE SEWAGE DISPOSAL INSPECTION FORM
PART B
SYSTEM INFORMATION continued
SEPTIC TANK:N/A
(locate on site plan)
depth below grade :
Material of construction: concrete mne'tal
FRP other (explain)
dimensions :
sludge depth
distance from top of sludge to bottom of outlet tee
or baffle
scum thickness
distance from 'top of scum to top of outIdt teYe or baffle
distance from bottom of scum to bottom of outlet tee
or baffle
Comments : N EPTIC TANK
0 S
(recommendation for pumping, condition of in1'et and outlet tees
or baffles, depth of liquid level in relation to outlet invert,
structural integrity, evidence of leakage, recddmlm�endations for
repairs, etc. )
DISTRIBUTION SOX: N/A
(locate on site plan)
depth of liquid level a'bo've cutlet invert
Comments :
(note if level and distribution is equal, evidence of solids
carryover, evidence of leakage into or but of box, recommendation
for repairs, etc . )
PUMP CHAMBER: N/A
(locate on site plan)
pumps in working order, yes or no
Comments :
(note condition of pumip chamber, condition 'of pumnp-s and appurte-
nances, recommendations for maintenance or repairs, etc . )
Page 3
l—
r
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSFtCTION FORM
PART B
SYSTEM INFORMATION continued
SOIL ABSORPTION SYSTEM (SAS) : FIVE CESSPOOLS
(locate on site plan, if possible, excavation no't required, but
may be approximated by non-intrusive method`s)=
If not determined to be present, explain:
w Type
leaching pits and number
leaching chambers and number
leaching galleries and number
leaching trenches, number, dimensions
overflow cesspool, number
comments :
(note conditions of soil, signs of hydraulic failure, level of
ponding, condition of vegetation, recommendations for maintenance
or repairs, etc . )
CESSPOOLS (locate on site plan) :
number and configuration FIVE BLddK GUILT ROUND
depth-top of liquid to inlet invert; NOT VALID 1V'OT BEEN USED
depth of solids layer 4 TO 12 INCHE`S SEE SKETCH
depth of scum layer 0 TO 10 INCHE`S SEE SKETCH
dimensions of cesspool VARIES' S"E-E SKETCH
materials of construction CEMENT B�LCCKS
indication of groundwater VERY CLOiS`E' TO BOTTOM OF "D"
inflow (cesspool must be pumped as
part of inspection) WAS NOT NOT PUMPED DUE TO
EMPTY CESSPOOL AT LOWER ELEVATION.
Comments :
(note condition of soil, signs of hydraulic failure, level of
ponding, condition of vegetation, recommentda'tion's for main-
tenance or repairs, etc . )
ALL CESSPOOLS HAVE EVIDENCE OF FAILURES DUE TO 'WATER MARKS ON
SIDE WALLS AND PLUGGED WEEP HO;E AREAS . CE'SSP°001,'S ARE VERY CLOSE
TO MARSH GRAS"S . THE PROPERTY IS BEACH FRONT LOCATED ON NANTUCKET
SOUND.
Privy: N/A
(locate on site plan)
materials of construction
dimensions
depth of solids
Comments :
(note condition of soil, signs of hydraulic failure, level of
ponding, condition of vegetation, recommendations for maintenance
or repairs, etc . )
Page 4
l-
r
S`U'B SURFACE DISPOSAL SYSTEM INSPE1CTI`O�N FORM
PART B'
SYSTEM INFORMATION continued
SKETCH OF SEWAGE DISP'O'SAL SYSTEM:
include ties to at least two permanent references' landmarks or
benchmarks, locate all wells within 100 '
A-C= Alt, '61''
B'--C= 3'1'
A-D= 48 ' r
' B-D= 4615"
NORTH ':-
av'o A-E= 43 '
B-W= 31 `61'
v A-F - 56 '
75% Full ..... '� -
Cesspool C
12" Sludge Ni 44
A �Q 15 Feet `0 tit
_ •Y t' r
..,► --6!
B-C= 13 FEET,, ��• � L�. ;' _ - -
f:)
D
r l
t
CESSFG0 V ,
//. D
A
-� F
eo
UNIT C 51X4 ' 10" Slude !0" SCUM 33
D 6X4 ' EMPTY WATER LINE TO N� EF NARK) .
E 6X4 ' 3 ' LIQUID -UNIT F 4X3 ' EMPTY 10" SLUD'GE
NANTUCKET SOUND
DEPTH OF GRdUNDWATER
316" AT LOWEST ELEVATION LOCATION OF CESSPOOL "F"_depth to
groundwater
Method of determination or approximation: OBSERVATION PIT DONE BY
BENNETT & O' REILLY, INC. /06/95
Page 5
t
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
FAILURE CRITERIA
Indicate yes, no, or not determined (Y,N, or ND) . D'es`cribe -basis
of determination in 'ali instances . If "not d'ete3rmined" , explain
why not)
N Backup of sewage into facility?
N Discharge or ponding of effluent to the surface of the
ground or surface waters?
N Static liquid level in the distribution box aboye the
outlet invert?
N Liquid depth in cesspool <6" below invert c'r available
volume< 1/2 day flow?
N Required pumping 4 times or more in the last year?
number of times pumped
N Septic tank is metal? cracked? structurally unsound?
substantial infiltration? substantial exfil'tration?
tank failure imminent?
Is any portion of the SAS, cesspool or privy:
Y below the high groundwater elevation?
N within 50 feet of a- surface water?
N within 100 feet of a surface water supply o.r tributary
to a surface water supply?
N within a Zone 1 of a public well?
Y within 50 feet of a bordering vegetated wetland or salt
marsh (cesspools and privies only, not the SAS) ?
N within 50 feet of a private water supply well?
N less than 100 feet but greater than 50 fe'et from a private
THIS SYSTEM SHOULD BE UPGRADED TO AT LEAST MINIMUM TITLE 5
STANDARD'S AT THIS TIME. EVIDENCE OF ENVIORMtNTAL DAMAGE IF THE
SYSTEM IS USED AS AN ACTIVE SYSTEM FOR SIZE HOME.
Page 6
e
SUBSURFACE SEWAGE DISPOSAL SYSTEM I`N'SPE'CTTON FORM
PART D
CERTIFICATION
Name of Inspector: David P. Munsell
Company Name : Munsell Associates
Company Address : 3179 Main Street Barnstable, 'MA "02'630
Certification Statement
I certify that I have personally inspected the sewage disposal
system at this address and that the informati-on, r4ported is true,
accurate and complete as of the time of inspection. The
inspection was performed and any recommendations' regarding up-
grade, maintenance and repair are consistent with rriy training and
experience in the proper function and maintenance of on-site
sewage disposal systems .
Check one :
I have not found any information which indicates that the
system fails to adequately protect public health or the
environment as defined in 310 CMR 15 . 303 . Any failure
criteria not evaluated are as stated in the FAILURE
CRITERIA section of this form.
X I have determined that the system fails to protect public
health and the environment as defined in 310 CMR 15 .303 .
The basis for this determination is provided in the
FAILURE CRITERIA section of this form.
Inspector' s signature
David P. Munsell
Date: April 29, 1995
Original to system owner: Yes
Copies to:
Buyer (if applicable) YES
Approving authority Barnstable Health Department and DEP
I
Page 7
The Town of Barnstable
. Health Department
I '�"'�'� 367 Main Street, Hyannis, MA 02601
�Ml
Office 508-790-6265 Thomas A. McKean
FAX 508-775-3344 Director of Public Health
May 30, 1995
Mrs. Mildred Giesecke
24 Martin Avenue
Scarborough, ME 04074
NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE
ENVIRONMENTAL CODE TITLE V: MINIMUM REOUIREMENTS FOR THE
SUBSURFACE DISPOSAL_ OF SANITARY SEWAGE, AND 105 CMR 410.00
STATE SANITARY CODE H - MINIMUM STANDARDS OF FITNESS FOR
HUMAN HABITATION.
v _
The property owned by you located at -M Lake Elizabeth Drive, Centerville was
inspected on April 4, 1995 by Hilliard Hiller, Certified Septic System Inspector because of
a title transfer. The following violations of 310 CMR 15.00, the State Environmental
Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and
105 CMR 410.00 State Sanitary Code H - Minimum Standards of Fitness for
Human Habitation were observed:
REGULATION 310 CMR 15.02 (207)AND 105 CMR 410.300:
• No inlet tee provided at septic tank.
• Also, the elevation is the same on both the inlet and the outlet.
• In addition, the U.S.G.S. maximum adjusted groundwater would bring the
groundwater table into the bottom leaching facility 3.6 inches.
You are directed to hire a professional engineer or registered sanitarian within fourteen
days (14) days of receipt of this notice.
You are further directed to contact and hire a licensed Disposal Works Installer within
thirty (30) days of receipt of this letter in order to repair this system.
r'tH �
ASSESSORS MAP NO:
PARCELNO:
5
You may request a hearing before the Board of Health if written petition requesting same
is received within seven (7)days after the date the order is served.
Non-compliance could result in a fine of up to $500.00. Each days failure to comply with
an order shall constitute a separate violation.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean
Director of Public Health
ASSESSORS MAP NO'
CERTIFIED SEPTIC SYSTEM REPORT
g 60 LOCATION
�.� LAKE ELIZABETH DRIVE
CENTERVILLE, MA
PREPARED FOR
SELLER
MRS . MILDRED GIESECKE
24 MARTIN AVE
SCARBOROUGH, ME 04074
BUYER
MRS . KATHLEEN BRADY
MR. MICHAEL LYONS
2 PLEASANT AVE
SHARON, MA 02067
PREPARED BY
HILLIARD HILLER, JR.
41 MAPLE AVE
CENTERVILLE, MA 02601
508-778-1472
I �
• 7
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
Adgtess of property aSo
Owner's name li,, ,5
Date of Inspection y�r���l,s Sc�/t�o/ZoriG'rt �E vyc��s�
PART A
CHECKLIST
Check if the following have been done:
_ Pumping information was requested of the owner, occupant, and Hoard of
Health.
' None of the system components have been pumped for at least two weeks
and the system has been receiving normal flow rates during that
period. Large volumes of water have not been introduced into the
system recently or as part of this inspection. h107-
S('i1-�,rii4 t
As built plans have been obtained and examined. Note if they are not
available with N/A.
The facility or dwelling was inspected for signs of sewage back-up.
The site was inspected for signs of breakout.
All system components excluding the SAS, have been located on the
site.
c/ The septic tank manholes were uncovered, opened, and the
P interior of
the septic tank was inspected for condition of baffles or tees,
material of construction, dimensions, depth of liquid, depth of
sludge, depth of scum.
r/ The size and location of the SAS on the site has been determined based
on existing information or approximated by non-intrusive methods.
The facility owner (and occupants, if different from owner) were
provided with information on the proper maintenance of SSDS.
/%ems
5//.9�4u,v �y i/ O o7 all
g
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
SYSTEM INFORMATION
FLOW CONDITIONS
If residential
number of bedrooms
_o number of current residents SEo�sO,rJfi'L
W. garbage grinder, yes or no
_ V laundry connected to system, yes or no
_Y seasonal use, yes or no
If nonresidential, calculated flow:
Water meter readings, if available: s�E ,y,�j?�oy,�-� T.
/--/,Il6 C?y Last date of occupancy
GENERAL INFORMATION
Pumping records and s urce of information:
77
_/Vo System pumped as part of inspection, yes or no
if yes, volume pumped
Reason for pumping:
Type of system
Septic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool
Privy
Shared system (yes or no) (if yes, attach previous inspection
records, if any)
Other (explain)
Approximate age of all components. Date installed, if known. Source of
information:
/�Z
_ Sewage odors detected when arriving at the site, yes or no
v
9
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
4`?3 SYSTEM INFORMATION continued
SEBTIC TANK:
(locate on site plan)
depth below grade:
material of construction: ✓ concrete metal FRP other(explain)
dimensions:-- y'X
8 � sludge depth
�a' distance from top of sludge to bottom of outlet tee or baffle
0 _ scum thickness �iQuio
7% distance from top of Be== .to top of outlet tee or baffle
Z!EL distance from to bottom of outlet tee or baffle
t-lq�a
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles,
depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage, recommendations for repairs, etc. )
IV I t T TWC /S .riSS/,vG /NGA7- R,yo /x,-'614re7' /I oQE 646V L,eej!6 o
lu
ST L .v 755 GUu'C-W T4'e.
Pi.10i,vG To TyE 51-15 oo`7, A 6,A,�7-Fit' /av/e,/ To
1417GA1, i rrc /5 AelTa Zh'G sio�"
DISTRIBUTION BOX:_
(locate on site plan)
CO depth of liquid level above outlet invert
Comments:
(note if level and distribution is equal , evidence of solids carryover,
evidence of leakage into or out of box, recommendation for repairs, etc. )
PUMP CHAMBER:
(locate on site plan)
pumps in working order, yes or no
Comments:
(note condition of pump chamber, condition of pumps and appurtenances,
recommendations for maintenance or repairs,etc. )
L �
10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
SYSTEM INFORMATION continued
SOIL ABSORPTION SYSTEM (SAS) : y
(locate on site plan, if possible; excavation not required, but may be
approximated by non-intrusive methods)
If not determined to be present, explain:
3 F�e�✓ o���.��,rs - T HZI('e '�-1.s 4 ry141 L,'%fir
t3v�7o ri 6u'1 rpf, Y 44'<'Y
Type
leaching pits and number
leaching chambers and number 3 PFiQ BoJ' 100410W
leaching galleries and number
leaching trenches, number, length
leaching fields, number, dimensions
overflow cesspool, number
Comments:
(note condition of soil , signs of hydraulic failure, level of ponding,
condition of vegetation, recommendations for maintenance or repairs,etc. )
7_&Af �ri�S'/tiG T� �' /� 1-?Ie
_ �E�i i� T��v,� Pit o�3fI�L % 6f/o�T�`,v�"o Tiff• Lil'�= Ufi6f� 5�Sr•��i
CESSPOOLS (locate on site plan) :
number and configuration
depth-top of liquid to inlet invert
depth of solids layer
depth of scum layer
dimensions of cesspool
materials of construction
indication of groundwater
inflow (cesspool must be pumped as
part of inspection)
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding,
condition of vegetation, recommendations for maintenance or repairs,etc. )
PRIVY:
(locate on site plan)
materials of construction
dimensions
depth of solids -
Comments:
(note condition of soil , signs of hydraulic failure, level of ponding,
condition of vegetation; recommendations for maintenance or repairs, etc. )
` 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART H
SYSTEM INFORMATION continued
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100 '
G AR/J6E
�y C- a�
I
DEPTH TO GROUNDWATER
depth to groundwater
ME.95�R.Ep
method of determination or approximation:
_ fl�P&5/7913 L /bL!A"
.3 yoru�vE°� Th'r 5 fI �s
4,e6�—,c N vo T•�/E vl G�?fJ�/o.�
�' G�Rouvo T/iL L�9�� flPP�'i9i�"S
THE cuf►T�.� T/f�'L.0, -
` 12
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORK!
PART C
FAILURE CRITERIA
Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of
determination in all instances. If "not determined" , explain why not)
1✓ Backup of sewage into facility?
_/ Discharge or ponding of effluent to the surface of the ground or
surface waters?
_� Static liquid level in the distribution box above outlet invert?
-VA7 Liquid depth in cesspool <6" below invert or available volume< 1/2 day
flow?
Required pumping 4 times or more in the last year?
number of. times pumped
Septic tank is metal? cracked? structurally unsound? substantial
infiltration? substantial exfiltration? tank failure imminent?
i
Is -any portion of the SAS, cesspool or privy:
below the high groundwater elevation?
Al within 50 feet of a surface water?
- Al within. 100 feet of a surface water supply or tributary to a surface
water supply?
within a Zone I of a public well?
- V _ within 50 feet of a bordering vegetated wetland or salt marsh
(cesspools and -privies only, not the SAS) ?
�/ within 50. feet of a private water supply well?
less than 100 feet but greater than 50 feet from a private water
supply well. with no acceptable water quality analysis? If the well
has been analyzed to be acceptable, attach copy of well water analysi
for coliform bacteria, volatile organic compounds, ammonia nitrogen
and nitrate nitrogen.
f
13
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART D
CERTIFICATION
Name of Inspector J4,
Company Name
company Address
i
Certification Statement
I certify that I have personally inspected the sewage disposal system at
this address and that the information reported is true, accurate and
complete as of the time of inspection. The inspection was performed and
any recommendations regarding upgrade, maintenance and repair are
consistent with my training and experience in the proper function and
manitenance of on-site sewage disposal systems.
Check one:
I have not found any information which indicates that the system fails
to adequately protect public health or the environment as defined in
310 CMR 15. 303 . Any failure criteria not evaluated are as stated in
the FAILURE CRITERIA section of this form.
I have determined that the system fails to protect public health and
the environment as defined in 310 CMR 15. 303. The basis for this
determination is provided in the FAILURE CRITERIA section of this
form.
Inspector' s Signature
Date 1//G/�l5
Original to system owner
Copies to:
Buyer (if applicable)
Approving authority
I r
KEY NUMBER <1348 >
NAME <BRADY, KATHLEEN & MICHAEL LYONS > B-C 1 B-C 2
B-C 3 B-C 4
STREET 2 PLEASANT ST
CITY SHARON ST MA ZIP 02067-1242 REF 1 REF 2
PHONE ( ) - REF 3 REF 4
METER NO. < 524> DATE READING CONS 69
STREET <LAKE ELIZABETH DR NO. 250> 12/31/94 147 11
CITY CEN Q ST LOC 06/30/94 136 12
PHONE ( ) - 12/31/93 124 17
06/30/93 107 8
ROUTE NUMBER 24 12/31/92 99 . 29
SERVICE DATE 06/08/51 06/30/92 70 12
METER DATE 08/16/91 12/31/91 58 75
CAPACITY 7 06/30/91 0 39
STYLE T10
SIZE 1 RATE SCHEDULE
KEY PIT PLASTIC
NOTE RR ON FRONT ADDITIONAL CONS 0
ALTERNATE MIN 0
LOICATION SEWAGE PERMIT NO.
cO,iD L
VILLAGr`E
INSTA LLER'S NAME & ADDRESS
n
_ J*•.�F��' /: /'''IBC cih ll•°.C-- i .✓� �'1� _�ii/�
D '
B U I L D E R OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
,3
;16
a7o
i
y/a
r
Ann V. Beach
' Attorney at Law
16 Billings Street (617) 784-7213
Sharon, MA 02067 MES$ORSMAPNo: Fax (617) 784-2530
Also admitted in New York
pAwcallo�
April 13, 1995
Theodore I Myers, Esq. Q 2
Price &Myers, P.C.
6F Bayberry Square 1645 Route 28
Centerville, MA 02632-2936 APR 8 1995
TM DEPT.
RE: 250 Lake Elizabeth Drive, Craigville, MA
BY FACSR IILE AND REGULAR MAIL
Dear Ted:
I appreciate your efforts in getting back to me, however, our schedules seem to be making
it difficult to connect. I am concerned about correcting the problems with the septic
system on the above referenced property.
As we agreed on Friday, March 31, 1995, I would hold the documents and money in
escrow pending the septic inspection and collectible funds. I anticipated recording the
transaction no later than Monday, April 10, 1995. In the interim, the septic inspection was
completed and iffailed.
It is my understanding Mr. Giesecke has agreed to make the necessary repairs to comply
with Title 5. I have been encouraged to record the transaction and hold sufficient funds in
escrow to complete the repairs. I have agreed to do that as long as it is clear repairs can
be made so that the system will comply with Title 5 and we have an estimate of the cost of
those repairs.
1
I have talked to Mr. Edward F. Barry, Health Agent for the Town of Barnstable. He
walked-me through the town's concerns and indicated that he believed the septic system
could comply with Title 5 but would need an engineer to provide the solution. I spoke to
Mr. Peter Sullivan, an engineer at Baxter &Nye, who indicted he has been contacted
regarding the septic at 250 Lake Elizabeth Drive but not yet hired. He also indicated that
he felt this problem could be quite costly to fix.
It is my opinion that recording the transaction does not promote a solution to the septic
problems. I am reluctant to record and hold funds in escrow pending the repairs because I
do not know what amount to withhold. My clients would like very much to purchase this
property and to solve these problems as quickly as possible.
n
Please contact me as soon as possible so that we may proceed. I will be out of the office
and unreachable Monday, April 17, 1995. Thank you for your assistance in this matter. !
Sincerely,
'Ann V. Beach
cc. Drs. Michael Lyons and Kathleen Brady
Peter Sullivan, Baxter&Nye
Ed Barry, Health Agent, Town of Barnstable
Erin Chouinard, Realty Executives
I
'il
October 19, 1995
John Milne
49 Harbor Road
Hyannis, MA 02601
Dear Mr. Milne:
You are granted a variance on behalf of your client, Mildred Giesecke, to install an onsite
sewage disposal system at 250 lake Elizabeth Drive, Centerville. The soil absorption
system will be constructed fifty (50) feet away from the edge of a vegetated wetland in
lieu of the required 100 feet set back. This variance is granted with the following
conditions:
(1) The plans shall be revised to show(a) five feet vertical separation between the
bottom of the proposed soil absorption system and the maximum groundwater
elevation, (b) more detailed information regarding the construction of the wall and
limits of the wall, (c) installation of six inches of stone on the bottom of the field,
and (d) a note indicating removal/replacement of topsoil and subsoil.
(2) The dwelling shall be connected to town water.
(3) The designing engineer, Martin Moran, shall supervise the installation of the septic
system and shall certify in writing to the Board that the system was installed in
compliance with the revised plans.
(4) No more than three (3)bedrooms are authorized. Dens, study room, sleeping
lofts, and similar type rooms are considered as bedrooms according to the
Massachusetts Department of Environmental Protection.
lake
TOWN OF BARNSTABLE
�pF TN E T�IY
6�P wy� OFFICE OF
PAWSTAM h variance is granted becau MAiMI8pFthHLMnt"qreport by Hilliard Hiller dated
1639, it 6, 1995, it was revealed that th e t E it absorption system is sitting in the
c MaY a� roundwater during the wettest per R�ItWgy02Ws replacement system which will be
placed five feet above the adjusted groundwater table, may alleviate a source of pollution
to the pond.
Sincerely yours,
Susan G. Rask, R.S.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
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LO�C ON SEWAGE PERMIT NO.
VIOL GE
INSTALLER'S NAME & ADDRESS
pd
B U tL D E R OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED �_��
`r �1.0
310
'26 3 ,�o.
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31-0
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.sue=1����—
...........
THE COMMONWEALTH OF MASSACHUSETTS
.S d BOARD OF HEALTH
............ _...Town .........O F Barns table
O Appliration -for Di ipoiial Workii Tonstrurtton Vamit
Application is hereby'made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
60---• Iake..Elizaheth.-Drive---------------••--•- ---•--•-------------------••--•---•-•---•-•-•--•-•--•-••---•-•-•••--•--••--••-•-•••--••••---•---.
Location-Address or Lot No.
-•-••••Miriam...Cooper------------------------------------------------•••. --Cra,igvilie,.------•--•-----•-•-•----•......................................
Owner Address
Joseph P._:Macomber & Son Inc Centerville
........
Installer Address
d Type of Building Size Lot-------_-------------------Sq. feet
U Dwelling—No. of Bedrooms------------------------------- - -----Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( )
dQ' Other fixtures ------------------------------- - -
---------
W Design Flow--------------------------------------------gallons per person per day. Total daily flow......................................---..-gallons.
WSeptic Tank—Liquid capacity............gallons Length-------_--_-_- Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width-------------------- Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area------------------sq. ft.
z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
a
Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water....................
..-.
rX, Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water.......----------------.
P4 -------------------------- -------------------------------------------------------------------------------------------------------..........................
ODescription of Soil----------------------------------------- --•-------------•---------....-----•------------------------------•-•-----•-•-----•-------------------------------------------
x
w
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable.....1—.1000---gaa.lOn---tank---and--leachf ield
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary Co —The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has b i by th, boar heal .
Signed.... •-• -----------
...
/4 Date
ApplicationApproved By----- /f-•----. •-----......-•-------•--------------•--•----...................._..------ --------------------------------------
Dale
Application Disapproved for the following reasons:.........................................................................
......................................
..........................................-••-------•--•---------------••-----•--•-------•---------•----•----------------•-----•-•--•--•--•-----------....------------------•---------------..........
Date
Permit No....... Issued.
Date
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I M ^C&L
DATA
No.._. •7 .... Fr�.�....'.�
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
C?.9I1 y ♦. L
Applirtttiou -for Diquo,5ttl Works Tonts#.rurtion Vrrnift
Application is hereby'made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
.. ,�•,.a,• r . ,,e
Location-Address or Lot No.
;�a cra- _lr.
---••---•-•- • ---------------------•-------------•------------..........•. -••------•--•--•- -------•-••-••----•--------..........................................
W -Owner _ -• - Address
a
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( )
pa, Other—Type of Building -------------------------_ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
Otherfixtures ---------------------------------•••-----------•---------------- --•--
w Design Flow--------------------------------------------gallons per person per day. Total daily flow---------------------------------------.....gallons.
P4 Septic T;;uk—Liquid capacity___.-.-__-gallons Length________________ Width................ Diameter------.--------- Depth--------_----_.
xDisposal Trench—No- -------------------- Width__--__--_----.-_-- Total Length---.-_--_--__--_--. Total leaching area..--.--._.__.__-_-_-sq. ft.
Seepage Pit No_____________________ Diameter... Depth below inlet__-__--_----__-____ Total leaching area.---..-_------_-_sq. it.
Z Other Distribution box ( ) Dosing tank ( )
~" Percolation Test Results Performed by-------- ------ Date---------------------------------------
,� Test Pit No. I_--_•________minutes per inch Depth of "Pest Pit-------------------- Depth to ground water------------------------
f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-._--..--_--_----....___
9 -----------------------------------------------------------------------------------------•---------.........................................................
0 Description of Soil-----------------------------------------------------------------------------------------------------------------------------------------------------------------------
x
U -----------•---•-----------•-----------------------••------•-••--•-•---••---------•......--••---- -•••---------•-•••--•--------------------------------------------------------------------------------
w
U Nature of Repairs or Alterations—Answer when applicable__-_t= n-_:��'.�_e____�all_u._��.�'_c_=r..'__.ela
................ ------------------------------------------------------------------------------------------------
..
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary Code_The undersigned further agrees not to place the system in
en
operation until a Certificate of Compliance has be issued by the board o� heal _
/4 Date
ApplicationApproved By----------- -----------•-------------------------------------------------------------- .......................... ------------
Date
Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------
--••••-•---------•----------------•---•----------•------••-•......-•••---------•-----••-•-•••------------ --•--•...------------•_....------•-•----------••--•-----------•-•------•.......----..._------
Date
PermitNo........47 ..."................................. Issued........................................................
`w- Date
J. _
t:
THE;`COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
f 4 • �• r
'..........: �1`'' ..: ............OF... .....r.-��.y:.'.. .....................................................
%�krrtiftratr of fIomptitturr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( 1)
by............... ........:........•--•--•--......_.........•••-•--•--•..... . ------------.....-----------------•-------------•-----------------------------•--------•-------.
at...... - == ?_ 7 ,;'A = t:rav °v111e Cooper
. ..------•--- ...... .. --------------------------------------------------------------------------------------
has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.................----------------------- dated--------------------------------__--------------
THE ISSUANCE OF THIS CERTIFICATE SHAD NOT BE CONSTRUE® AS A GUARANTEE THAT TIME
SYSTEM WILL FUNCTION,SATISFACTORY.
DATE............. ------ -----_---_----- Inspector---------- ----- - --------`- 4..�
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
To-1 1 �^1^ 2aic
..........................................OF.........r.:.--'------.............._..._......... )r1
No.......... a •_.. FEE. -`. �._.......
' i� o�tti ork you #rur#ioatrrmif
(Permission is hereby granted- ......................-.�' O•S.�Y' - - -�A -
-- ............................. --------------------------
to Construct ( ) or Repair ( �) an Individual Sewage Disposal System
at No. :; ' ,-'. ........1 .;• rti, _v_11: Cooper
--------------------------......................................... --------------------- -------------------------------------------------------------
i Street
as shown`-ph,,the application for Disposal Works Construction Permit No-----1710-------- Dated__-_-...----- ?_------
*1/ r Board of Health
f' DATE..........-6-"=l•-!'-J 7-1- -----`- ----------------------------------
i FORM 1255 HOBBS & WARREN. INC'.. PUBLISHERS
(t •
4i . „ 4�: .�21 FF Y�f•rs1k A 3: .q c m.: :,
FI001 play Brady,Lyons Residence
,.. 260 Lake Elizabeth Rd.
Centerville MA.
's ',,. k'R -.'�' c`#" ', . .H. •.1 T 9 fit"~
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X
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2 °�" f
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RIP
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a T '1r i R0381/4x57 Master Andersen FwL8088$ � ��+ _ Andersen TW2f045
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Lake Elizabeth Drive "
_ .-_ -
i
` F `
Prole no scale - _ -
fi
1 i_SI 107 �.
1 LL
._._ . /.
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y N je. 0 L07.S X ZS CONCIZEZ'� wA�<5 `. SrN��ttt i�/
OAIL}I O� R- (j` 7,0 V� .� ,p i r4 PSt�t1Al:T CI�A.Ttp P 10� ,
(p SDFF
-
j .. _ 4"C�2AVFL'o,z/ ,•L (o x(a' j lP GMAM���, r __— �b
A5r'HAlT.;TrtEAT�Iy
, ...L. �. ^a a a n � r•, r ,romT1'�lCl
i y'-zQ.oAo��q -- --- - ._ _ r- -
_. USE A` r L Ohl
Septic !Design
•The ;shaded areia on the house 1.6 'xH8 '448 sfx0.74= 331.5 :gpd
_, . . . :
, -; is to be a po�ch and siundeck
- --�-�--as__:there are. none
-I The; des.: . -
, ign� engineer=; will inspect •
j?j_ :. the; system before: backfilling. _
WALL. ;
' Site P1'an 'of Land in Centerville,, MA -
I . For -Mildred Giesecke i 4
Beinga lot as defined :in 790/423
a
Elevations are on N G V D k i.a• o:C. v&-,
Date: - :Agent Barnstable board of -health �
Scale :I"=3.0:' Date 8=30-95 .
All Cape Engineering — S o
. -. Q I�c� to-i8.9s 12' Foo7` i�c,
49 Harbor Road
I Hyannis, MA 02601
( Os I l� W
Test. pit data
;Made 7-17-95
twit. J.H.Milne
,Wateriencountered
Perc. less 2 min peg
: . T P ' o -
T E 5
ILNE
SANS" 1
•}-,1� 5 �1 : � s- 91�. 1. �
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1
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no -JC4
- -- -- -- --.. ---_-- Pond
i lev =5. 59
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- 13✓lr►it=A4�
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-
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` Design
f
i � :No Lds:. Sept;@
:•i-The shaded arda on the house 1.6 x28 =448 sfx0 .74= 331.5 :gpd , '
•
- is •to be a pock and sundeck
1 -as_ re are none _now-..
-- -- _ .
p , Thedesign engineer will inspect
the! system before' backfilling.
WALL
Site Phan' of Land in Centerville,: MA 2 0
For -Mildred Giesecke 14
:I'Zobi
+ - Being a lot as defined .in 790/423 ,;• o:c: i-�oR.
3 - Elevations are on N G V D �-4" o C, Vs�r
1
_..
Date: Agent Barnstable board of -health
Date 8=30-95
• - Scale I"=30:' SF` . .
All Cape Engineering 1=c,/, ►o-j8.9s 122" rINc,
I 49 Harbor Road
Hyannis, MA 02601 -
_ a -- -
i
t�Test pit data - - -- --
.;Made •7-17-95
Wit. J.H.Milhe
;Water !encountered ' _.
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- i
Notes: Septie :Design
_ The ;.shaded area on the house 16 'x28 '=448 sfx0.74= 331.5 gpd
- is to be a potch and sundeck ,
n_ as :-there ._are none--now.
The design engineer will - inspect
1 thesystem before backfilling.
Site Plan 'of Land in Centerville, MA
! I For Mildred Giesecke ;
Being a lot. :as defined in 790/423 --
': Elevations '-are on N G V D
. ' Date: Agent Barnstable board of health
Scale 1"=30:' Date 8-30-95
Cape Engineering ,
-
A11' C E nee
1 i 4'9 'Harbor Road
i
Hyannis, MA 02601
1 jest pit data I _
-Made 7-17-95
Wit. J.H.Milne 10
Water =encountered,
Perc. less 2 min per 1" ' {,
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1 USE:!. /+ Z�14"F " Ii
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-r.... _.. . .:. .. __... _ .. ..
_i L
- Notes: Septic Design
i -.The shaded area on the house 16 'x28 '=448 sfx0.74= 331.5 gpd
---; _is -tio be a poi dh and •sundeck
t Thel design! engineers will inspect i
the :system: before backfilling
_�. .
VVALL
# j . Site Plan of Land in Centerville,, MA -
Fdr -Mil-dred Giesecke
{ Being a lot as defined •in. .790/423 b use iL- —
-- 1ZO FbS @
Elevations -are on N G V D d' z.4' d , Vap¢r
- �- - Date: --Agent Barnstable board of health
Scale Date 8-30:-.95 t -
s —
:r ,. A11 Cape Engineerinq fcv to= 8 9 ` 12.fiF�rwy
49 Harbor Road
Hyannis, MA G26101
a
-'Test pit data
-Made :_7-17-95 _
Vit. '.J H.Milne
.Water 'encountered _ I
PErc. 'less 2 min per :1" s
'
I
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T E 5 $.3
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ake Elizabeth Drive _F
t
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_ USE. A ZG�i,LEZ m Sa
/a-O ZZrj
i
;Notes SeptieDesign
- The +shaded area on the house '-
} 16 x28 -448 sfxO.74= 331.5 gpd -_
;- - - is do be a 'pock and_ sundeck - -
:. ; : - -
t as. re are none_noln ,
a
{ The design en; ineer� will inspect
thel:system: before: backfilling.
WALL. J _
; '! l Site Plan of Land in Centerville,. MA k "1
( - For Mildred Giesecke
._. .
1 _V_ Being a lot as defined in 790/423' b
!z' o.�, i4oR.
Elevations -are on N G V D
I - - Date: - Agent Barnstable board of ;health - �
Scale l".=:3:0: Date 8-3.0:-95 ,
All Cape Engineering 8 oFw
LLI t _ I �►� - 12' T1wy
P � -►0-18.5`
49 Harbor Road
nn 1
Hya i�s, MA 0260
I `
Test pit data
Made 7-17-95 - ,
;Wit. J.H.Milhe --'
!Water encountered -_-;. _
:Perc. ;less 2 min per . 1"
T P .
TO 9.3 .-
��, i
Men. P J N. \IWILNe
I \,�
NO.32400
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