HomeMy WebLinkAbout0067 BLUEBERRY LANE - Health { 67 Blueberry Lane
Marstons Mills
A = 102 096002
1
✓
ii TOWN OF BARNSTABLE of i1 01/off
LOCATION 6- At he•-r &j SEWAGE # 63- I 1 S—
VILLAGE Qvx P ASSESSOR'S MAP & LOT QZ.:: q�-OOZ
INSTALLER'S NAME&PHONE NO. Y\C
SEPTIC TANK CAPACITY IS�U
LEACHING FACILITY: (type) re- (size)
NO. OF BEDROOMS
BUILDER OR OWNER I V!!e LUht .
PERMTTDATE: 3 2 03 COMPLIANCE DATE: 4-0-6 3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
2
Aa-= 6
6Z ')�'
0� A r 1
- 38
Ctl S7'
/�� v /
No.. 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppfication for ;iqo.5ar *p5tem Conotruction Verna
Application for a Permit to Construct(k Repair( )Upgrade( )Abandon( ) �Complete System ❑Individual Components
Location Address or Lot No.5*7 15jU,-6b5QL11'-q. Z-N Owner's Name,Address and Tel.No.
j�4 sZcrws,MIN 660Nd.C. A4c.5i5J1UI-)t j
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
amte.5�*� 57gl/t5A-+ nOV4,6 z9 C.J
,446 rn 5S -41ze-geW z -00, 9-,,46-Z63
Type of Building:
Dwelling No.of Bedrooms �- Lot Size VI ,6l 8 sq. ft. Garbage Grinder(A/ag
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow '� gallons per day. Calculated daily flow gallons.
Plan Date / Number of sheets / '�RevisioonDate
Title S� T0LAN Glc LAA,&vb i3O MAe 5Y,M� /-�I i',G S An 1
Size of Septic Tank J:Keoo Type of S.A.S.
Description of Soil i Z N- - LlA,, -
316
i/ r �
Nature of Repairs or Alterations(Answer when applicable)AZ&
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this B 1rd of Heal
Signed Date 3,1161e73
Application Approved by Date -3 2,S G 3
Application Disapproved for the following reasons
Permit No. 200 3 //,�5__ Date Issued 3 2S
A." 2No. ,tXj 3 � 11� "w� ' � Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered i computer: Yes
r
PUBLIC HEALTH>DIVISION -TOWN OF BARNSTABLE., MASSACHUSETT&
2pplication for Migpogal *pgtem (fongtruction Permit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) )'Complete System ElIndividual Components
Location Address or Lot No.6-7 �j(�j6gjC-r6L 6.�-t�L1v Owner's Name,Address and Tel.No.
/L MP-S-7t-ns,n/11l S �G�OJV�s.C. A4c SFvIVIII/
Assessor's Map/Parcel
WI Z
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
&Z[C 57*V16vt�; `S7E V /V T7DC/C.0
"Type of Building:
Dwelling No.of Bedrooms Lot Size L0,618 sq.ft. Garbage Grinder(Aiv
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date _= /z�z.�7 Number of sheets / Revision Date Z/� ;Z
Title �T VLA&'JCSF LA.&AD ,�-J /�, .�� .< , &A, �-
Size of Septic Tank j5k: � 6 pe of S.A.S.
Description of Soil 1 Z "-t f i[ ./ �[
Nature of Repairs or Alterations(Answer when applicable)AJA
Date last inspected:
k
Agreement: y
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- '
cafe`of Compliance has been issued by this B and of Heal
Signed 3/ Date 3 /8 D?
Application Approved by Date 3 2 S o
Application Disapproved for the following reasons
f
Permit No, 200 3 - //-5- Date Issued 3 z S a 3
«a.. ---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (tonmpriance
'THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(Y)Repaired( )Upgraded
Abandoned( )b
at has been constructed,in acc rdance
with the provisions of Title 5 and 6e for Disposal System Construction Permit No. Zbb 3-//S dated 3 Z S D3
Installer Designer
The issuance of thi pe t shall not be construed as a guarantee that the system�W�ae ig
Date ' e
Inspector
---------------------------------------
No. 200 3—(/S Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Migpogar *pgtem (tongtruction Permit
Permission is hereby granted to Construct(�)Repair( )Upgrade( )Abandon( )
System located at 7 bP L&A f JJA4 rs )IS
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.
Provided:Cons ctio765
ust be comple.ed within three years of the date of this pe
Date: 3 2 - Approved by
a
r TOWN OF BARNSTABLE
LOCATION ' Je SEWAGE #
VILLAGE }Cjyk ` •.ASSESSOR'S.MAP & LOT fl,2�—DOZ
INSTALLER'S NAME&PHONE NO. C 776-90
SEPTIC TANK CAPACITY
r ii
LEACHING FACILITY: (type) re l s (size)
NO.OF BEDROOMS �.
BUILDER OR OWNER
PERMTTDATE: 3 2 O3 COMPLIANCE DATE: 9"O 3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
I
NQ(:9C
Z�
cy _ S7
•. pQg�e^a Caner.-ep a i o„ ._. _ � _
Sao +eo esoe
®k 16610 P92�9 036�47
03-21-2003 0 .01234P
fie: he Teen of earramb
nufflimdw nut"aoykal►
MIA W ON"to iMoyr0�q ue A•
011�NWR!♦1C
OR BIMMOMM
WHEREAS.1,rar)nQ M '-'Se tE
_.
Z
,o, _ ttnA
rEill
is tho owner ot,� 7 t�l located
MA(horgira for refsrred to as
p Id boing Shown On a pion ervftdd''Suubbdrvio� Wn of land In
► � '
et ai, duly r000rded to 8amotable County 11e913sry
of '
Doede in' 8oalc S AP / page .210
Or on land Couft Plan Number
WHEREAS.
the owner of acid lot has.
t►t��
agreed with the Town of Suable Board of H 4fth to A re*lctlon ao to the
number of bedrooms which can be Included in any home built on sold lot Be a
pre-oandition to obtaining a disposal works conatructton penMil in oor+npUMM
with 310 CMR 16.000 Stato Environmental Code,Title V. Minimum
Requirements fat the Subsurface Disposal of Sanitary Sewage;
WHEREAS,the Town of Barnstable Board of Health,as a precondition to
granting a disposal works oonstructlon permit for a"Poo oyatom In oemplones
Witt 1 310 cmfk 10•=00,Oi-1.,Crvlrat+tact�l Code,Tkdo V.Mirdm+un wv
-,yM►v .v. w w- •.......,.... ........ 6j_,_3 _4 O_...tl 1, -n . �►d •�fteileeoo
e Issuance of.a building permit for the cortstruClion of s singia family horns On
this property, is requiring that the agredment fof this feetri e o r an the number of
bedrooms in any hodsocon of deeds b an the
re lot
be PLA On
this document,
the
County Registry . Y 9
• daQ► ,
r
and
•
ZO'd Lie-4LdsQ' H L--LUV UOs..tauau3 dLI =90 CO- LZ-1eW
•,.. 'qor t8 09 01164p "ashano Conct►'uction oD8 4�8 ®8D6 P•a
Rk 16610 Pw270 035547
(,p0� tt�
Now,TMr�Fo�. . as hereby PIO(W r�
jdowinQ restt;iallon on bb jShM.r#j�ronccd land In acoordonoe with hint
vAh due Town of Baffligale Board of Health,vrhloh rectrieWn shall
reri with ft toad and-be binding upon all uCceaeorna in tide
k
�`I may havo constructod
n the iota house taming no more than -_ ( badroarns.)
agrees that this shall bo pormanont deed
t
rsstticttan aflect+ng _local art •�� MA,and
being shown on the plan%corded In Pion®oak , Pe ad
D
Or on Land Court Ptah
F We at see the following flood: Book Prago
/O Qr Land ourt .ortificate of rive Number
Executed an a seated instrument day of
®raai®n
Owner's 610natur0
OwneM signature
COL41MOKWEALTH OF MASBACHUSIMS
3-zi
Than poraonatly appoared the abov"arned
knoarn to me to be the parson who o cutod the foroquing irwtrwment and
n&nowlodgad . •••,•.....�..,,,,�.M
the aamo I§o be hree act a deed, bra moo .•••DES
S.
t4ft" / �•
• Pubftc -q
My commWaim expieow ISoo� ro
USA
-
us M.REE E +�attey Fu
dMec Notary=uhtic. Corhrnonwo�n' c!la.:s:r�r asotls
L::
Commonxrdatth of Manwhuse My C;r•
My Commission Fvlres
BARMSTABLE REGISTRY OF DEEDS
£O'd Le-4�dsOH LewLUV u0s.Aauww3 dLT :90 £O-iZ--SEW
Town of Hurnstable P#
Department of Health,Safety,and Environmental Stn•Ices
Public Health Division Date
Sl 367 Main Street Hyannis MA 02601
d a.r rMitffiAM 1
Date Scheduled e Z. Time to.a Fee Pd. ke",•c
Soil Suitability Assessment for Sewage Disposal
Performed By: `.S_ Witnessed by:
,.`:..`a.(3�A:T�O1V&'GEIYEi�Ai;INt�(3R1V1ATiON .
Location Address Owner's Noma
,-t-'\A
Assessoi s Map/Psreel: 'r.y J 9u% 'f.L..(-- Enghteers Nmu
NEW CONSTRUCTION REPAIR Telephone •F,. ��-4 j'3�
y,
Land Use _ VnL.r.L,--a Slopes(°/)_. surface stones��y
Distances from: Open Water Body L's i) It Possibic Wet Area L 1>�ft Drinking Water well_*A
Drainage way o fl Property Lin. 1 k 0' It Other A
SKETCH:(Street Hama,dimensions of lot,exact locations of test holes&Pero tests,locate wetlands in proximity to hafts)
Lv't q0
a
Parent material(geologic) Depth to Bedrock ?r
Depth to Oroundwater Standing Water in Hole: • �AI Al'f•r1 Weeping from Pit Face�� y > t4,
Estimated Seasonal High Groundwater _ _ ri•�i _ Est
Ql�j+ .C1
Method Used: .:i
Depth Obsorved standing in oW.hole: ___in. Depth to soil mottles:�� in.
Depth to weeping from side of obs.hole:_sae+. in. Groundwater Adjustment ft,
Index Welt% u'( - RnAdinr Date:_ In Wetl Ievet-,_.__ Atli.Cantor Adi-Grdundwattt LAYat_ .
-777777
Observation
Hose N Time at 9' -----
1 d
Depth of Fem _ 'fig-_ AT _ Timc at G" „__.•..•_-�, -__.`
Start Prc-soak Time({ _lr;i!_ _.bets., Timr•{9 6")
End Pre-soak ._.14. _ t�•K i ,7-i < •�.:::.:..,,, .
Rate MinAnch G G -z
Site Suitability Assessment Silt Passed Site FRiicd: Additional Testing Needed(Y/N)
Original:Public Health Division Observation Hole Date To W Completed On Back----�
Copy: Applicant /
TO 39hd S31VIOOSSV 31ACC hfC7.AbSRAS f,T:AT FAA7/AT./7.A
A`I'Y�N�Ht�I;�:LPG
Depth tYom %oil Horumn Soil Tcxt.m Sou Color Sall Ohcr
Surface(in.) (USDA) (Muasdll Mottling (Structure.Stonos.8"Ideres.
V��'—Aft 71,..., 10 Q- _.
t -
';r,
bIsEF<( B t'Va4`i�'1f3N I T1E LOG ..., I t>!e# .
Depth from Soil Horiz% Soil Texture Soil Color Soil Other
Surface(in.) (I)SDA) (Munseli) Maltling (Structure,Stones.Hnuideres.
pv-°° :ravcil
pu-.qd fi it it.yam. cfC you �r�;i �.S,.yf
Ayr,- Sku !."i L5
DE�p:L?IIS�Yt't�AI'I�tN IiQI:IJ-�.(3'Gy`.' I3i�lle�
Depth from Soli Horizon Soil Texture Soil Ca1or Soil (Other
Surfart(in.) (USDA) (Munse€l) Mottling (Structure.Stones,Bouideres.
1F.ILi� 1IlYQ I� T. .I QG
De{jtl 8rom Soil Horlizoo Soil Texture Soil Color Soil Other
Surfdm(in.) (USDA) (Munsefl) Moiling (Struolure.Stones.Aouldcrtx,
I
Flood tang to Mae
Above 5,00 year food boundary No_ Yes_
14 _
- Within SW year boundary No Y'ex._
Within 100 year flood boundary No Ycs_.
Depth of Naturally occurrIng Pervious Materiel
DOeS at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? Ar —
If not,what is the depth of naturally occurring pervious materia€7
CerfiPcation
I certify that on ,aQY--' (date)i have passed the soil tvalu8tor eaamiFiation approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expe in and experiencedescribed in 310 CMR 15.017.
Cionati�r► ---....�
Z0 39Vd S31dI00SSh 3IIAOC VESZ0o5803 6T:OT COOZ/0T/ZO
D
ems.
��X�✓�
s
EUIEW�r� w 1
c
---- - ---- - - - - - -- n
NOTE; WINDOW TRIFt. Id u
ON ZUOF OPTIONAL I
EOARO�.OR FRIEZE GARAGE AT:l,f?U1ERcy
OPTIONAL GRADE.ELEVATION
SHUTTERS
I e�
I B.C;ORNER Ij
- drp�RDS J 1 O .
Lo
it II � 3
ma
WATER TABLE IIIIJ
W RETAINING WALL I _I
CLAPBOARDS ON PRO ONLY I—_— — — — —-—=-==-=---=-��
WFIITE CEDAR SHINGLES 'SIDES AND REAR I LLJ �
-- ----_ - -- - - - - - _ . _ — L was
kIn 3
-- - - - - - .— - - —, - - - - - ._ _ _ _ �
0
I-A
PRONT ELEVATION
II
SCALE: 3/1V 1'-0* TSF = 1432 SP
FILE 306EL.EV O�O0
M�Nr�
EV1EW w 811 63 �
3
C
64• C
i C
o
NOT$; WINDOW TRIM' p LIWE CF. OPTIONAL,
ON TOIL �7F pRl[XE / GARAGP AT LOWHR
BOAR GRADE.PLEVATIOX.
OP'TIQNAL Q'r r
SHU'PTERS 7]-0J .
IaG I
^s,:
CO;NER.
6 ARDffi
V.
:i
--- - - - -
-r
ir------ - - - - -
II
r :
• WATER TABLE -- I.I I • lu .
H RETAININF, WALL I___ _ -sits
U_ (L
- - - -�
CLAPISOAR®S ON.FROIIT• ONLY W
I. WHITE
CEDAR
8HIWGLd SIDE$ AND REAM 1 8
uj
SCALE. "3/16* 1'-0' TSF ' 432.5P- \ �p
FILE. 30LELEV
fil t-'r m
l
12
12
I1 .
12
m
NN
�/E--LINE 01= OPTIONAL .;�
/ GARAGE DROPPED. O tl. :
PER GRADE .L. \ =�" tee
✓_� CONDITION5 t / DRAINAGE
I SWALE
CONFIRM is
j. Z;
WITH SEPTIC ti
DESIGN
r F'P. 66:p1 cA
. W
AREA OF FULL I I CRAWISPACE AREA
BASEMENT I I i fY Gly'
LEm
o�
Nlq-
co
SCAI—E': 3/16" I'-01,
� g
12
q as.
1.2
tl
9.312
79STAI-C HffADE — — — --- — Y
..FOR.OPTIONAL s
FUTURE 'FIREPLACE
- - x
I i
DRAINAGE A S _ d.
'CONFIRM WITH.
SEPTIC .
DESIGN
IL
f ,
I'h Ell
= WALL IN6 WALLIL
H
1V3�_
1 I I
p:p.Ocn
L.E FT ELE \v ATIO
ti:� r\coo .
SCALE: 3/16 = 1'—O"
yy
_ PL �$
99
a
SF
LOCATION OF qg
0D C OPTIONAL e
. 0 FUTURE ..
—� "ee
FIREPLACE
/, �o
FF
AREA OF CRAWLSPACE
BSM
I � —_---=—_—_—_-----_- - ----_ — — - - = �— — .T in
- - - - - - - - - - - - - - - - - - — T -1 q�� .
- - - - - - -I -1- - - - -.-r - -
I
EAR- -LEVATf0N r__-
S:CALE 3/16" 1,-0� p ry0 .
c<l r-r 00.
I
i -
� I -
p . 34'-o-
i 4'-91 12'-4• 10'-3" 4•-a-
1 �� VANITY O
I N • FRAME FLO -t ' ---. •
FOR i FUTURE FIREPL CE. i J
. I ANO!WEAOER a-
I LINE F = ._ 1 : PROVIDE I®'u74' MIN.
ZJ'-I" , , IO "O}',• AC ES8 TO,CRAWLSPACE �f
OPTICNA FIREPLACE - PR9M INTERIOR 0R
...__ EXTERIOR
DINING KITCHEN----
-Io1',, 1
)FUTURE FP
.03) 4 HALL
_ p2m ��.
n
J
= LIVINQ a sCJs
ttil 1� 12'-2- N GARAGE LINE OF OPTIONAL
AR GgQPTIONAL Q .
N w A
-' RETAINING JEil
WALL
9 -
FIRST FLOOR PLAN COCA
SCALE (FILE 30APLAN) 3 rI gcwwnl !E
FIRST FLOOR ®IA SF N�% -�,K
9 SECONO FLOOR(UNFINISWEO) 1+1►-rr-®ao
TOTAL LIVING AREA 43 F
m
(LA 1' 8 1%?' PLATE O 4�
I
5
DIE -
UAr
ANlOV'@'ITYP) Of7
Lo
pO�r ry
-®
- - �- -_ _--_ _ --__-_ RAJ�. : �_
pw 4A
r
e
O LINE VOPTIONAL
OAR 6
Lo
N
N
PLAN
n
VSGAL@ 3/IL•-I'-O $F' rfy Yd11+1�®
_ INE OF 5TEP
i �3=8"----� ABOVE s• O'-4"
-
- - - - - - - - - - - -. - - - - - = - - - - - - - �
—`
- -�
. IIIIi I
OKl "gagyetl_�-
�g
Ica
e.
52
a
..
.
19'- all
PROVIE 18'4— MIN.
'ACCS TO CRAWLSPACE
4`X30" MIN. RIOR OR
XER R
ACCESS TO
CRAWLSPACE �WLSPAC C tv.d
2 'ONC. DUST COVER
T-G" CONT:
CONC. FTG.2.10 G
WALL
PK LUMN BASEMEN.
CONC. SLAB
3 I/2
0 OD
IL
2 8 JOISTS 12" O:
2-2x8 HEADER
9" CONC. WALL ONFOR HEA
0 CLEARAN VX8" CONC. .FTG.
(MAX. T-I". POUR IF
0 12R USING 2XI0'S)
MLZ
;
0o a —
2X8 FR
2�_10"
5'-8' DROP f�,,)UND ION PLAN
SCALE 3V=I'-0'. !FILL 0t1l
Ln 0,
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,
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WI DOW EDULE WINDOW _ FRAME COMMENTS
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- 2 � .
-
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. C
DOOR-- S ELDULE
L
:I L E ode
Li zcno.
FQYER ENTRY-- - - z
FOYER .CLOSET _
BASEMENT
a
BROOM/LINEN CLO _
5 . DINING ROOM 6'-0" X. 6'_8" INSU.L., P54L SLIDING DOOR Q
zATH
HALL CLOSET 'f'-0" X 4 _8,, 51-FOLD .W
GAR/HOUSE ENTRY 2'-8" Q
INSUL. _ 9 LIGHT z $o
os
a�
Io BEDROOM #1 2'-6°
BEDRM .ttl CLOSET
. I'-8'`
m
12 BATH LINEN
BATH #2 W m
:BEDROOM U2 . 2'-4°
BEDRM 42 -CLOSET 2'-6" m
BASEMENT 2'-8" 9 LIGHT
co Q
cy C<l t"
r—r co
o '
�F114E DATE: �.,L-30 GR
14 � � FEE: X/ E sfg
BARNSTABM
9 rsnss. V'1639• ♦0 � REC. BY,
prEDMO'�A wn of Barnstable Q
S CHED. DATE: 1— 141 Z
Board of Health
367 '-n-S-t .ya s MA 02601
Office: 508-790-6265 Susan G.Rask,
FAX: 508-790-6304 D F C fm S.P.H.
t 3 p� r D.
70WW0F8M
VARIANCE REQUEST FORM a IfEWHO Crf
LOCATION q
Property Address: Ca''( �����7�� ►v� t �' fir
Assessor's Map and Parcel Number: \OZ e'VP —00Z Size of Lot:
Wetlands Within 300 Ft. Yes Subdivision Name: SJ�n1� Sp�;S
No
Business Name: \JIA
APPLICANT CONTACT PERSON
Name: � o�/> �1LS���=N Name: y.2)L' \1
Address: arZ �uV' I _ � _t✓W Address: AZ
Phone: Phone: 5—OR ` 5-40 —Z5-3!A
FAX: FAX: 5�, —5-Xd —Z 3
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
y
-ro
I
Checklist(to be completed by office staff-person receiving variance request application)
Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
Full menu submitted(for'-ease trap variances only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside
dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G. Rask, R.S., Chairman
NOT APPROVED Sumner Kaufman, M.S.P.H.
REASON FOR DISAPPROVAL Ralph A. Murphy, M.D.
Q:/WP/VARIREQ
a
v SENDER: I also wish to receive the follow
Z ❑Complete items 1 and/or 2 for additional services. ing services(for an extra fee):
ca `fete items 3,4a,and 4b.
y? your name and address on the reverse of this form so that we can return this y
°1 and to you. 1• ❑Addressee's Address 2
a Attach this form to the front of the mailpiece,or on the back if space does not >-
�, permit. 2. ❑ Restricted Delivery 4)
r ❑Write'Return Receipt Requested'on the mailpiece below the article number.
❑The Return Receipt will show to whom the article was delivered and the date a
o '3 delivered.
3.Article Addressed to: 4a.Article Number
c J><Fr�t�Y E �WNPc 1�Rc�oi.1 �� 301 E
E 4b.Service Type
o d
❑ Registered Certified
rn Q AS3 �P`f C.IJ. rn
Cn W ElExpress Mail ❑Insured S
GM �� r Zby� ❑ Return Receipt for Merchandise ❑COD c
7.Date of Delry Z — o
Of
5.Received By: (Print Name) 8.Addressee's Address(Only if requested and c
fee is paid) t
F-
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PS Form 3811,December 1994 102595-99-13-0223 Domestic Return Receipt
UNITED STATES POSTAL SERVICE First-Class Mail
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STEPHFN J. DOYI,rL & AS-loc.
42 Canterbur% -,an,
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a SENDER: I also wish to receive the follow-
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> card to you. 1. ❑ Addressee's Address 2
` Q Attach this form to the front of the mailpiece,or on the back if space does not
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r ❑Write'Return Receipt Requested'on the mailpiece below the article number.
O The Return Receipt will show to whom the article was delivered and the date a
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PS Form 3811,December 1994 102595-99-B-0223 Domestic Return Receipt
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
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STEPHEN J. DOY:fF, & A3:j(,,.
42 C:int�erbur/
025-,r,
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111111111 Ilull 111illill 11111! 11 11!11 11
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.o ;SENDER: I also wish to receive the follow-
'rn ❑Complete items 1 and/or 2 for additional services. ing services(for an extra fee):
4) Complete items 3,4a,and 4b. -
❑Print your name and address on the reverse of this form so that we can return this 4;
> card to you. 1• ❑Addressee's Address
` ❑Attach this form to the front of the mailpiece,or on the back if space does not
d permit. 2• ❑ Restricted Delivery - rw
❑Write'Return Receipt Requested°on the mailpiece below the article number.
O The Return Receipt will show to whom the article was delivered and the date a
O delivered. (D
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3.Article` ,Addressed to: 4a.Article Number }� y a)
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o Print your name, address, and ZIP Code in this box tD
STEPHEN J. DOYLE & ASSOC.
42 Canterbury Lane
East Falmouth, i,1A 02536
Telephone: 508/540-2534
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❑Print your name and address on the reverse of this form so that we can return this ai
> card to you. 1. ❑Addressee's Address u
` o Attach this form to the front of the mailpiece,or on the back if space does not
permit. 2. ❑ Restricted Delivery )
r ❑Write'Return Receipt Requested'on the mailpiece below the article number.
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Form 3811,December 1 94 102595-99-B-0223 Domestic Return Receipt
First-Class Mail
UNITED STATES POSTAL SERVICE Postage&Fees Paid
USPS
Permit No.G-10)
..............................................................................................................................................................................-.-............................._.......................................................
• Print your name, address, and ZIP Code in this box •
STEPHEN J. DOYLE & A OOC-
42 Canterbur1 Lane
E&st Falmouth, ILIA• 02536
Telephone: 508/540-2_i34
TOWN OF BARNSTABLE
pFIHEt0
OFFICE OF
HABHSTAM ; BOARD OF HEALTH
Epp M6g `�� 367 MAIN STREET
o Mac°r' HYANNIS,MASS:02601
February 24, 2000
Stephen Doyle
42 Canterbury Lane
E. Falmouth, MA 02536
RE: 67 Blueberry Lane, Marstons Mills
Dear Mr. Doyle:
You are granted a variance on behalf of your client Leona McSeveny, from 310 CMR
15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land
within Zone II districts. You are granted permission to construct an onsite sewage
disposal system at 67 Blueberry Lane, Marstons Mills, with the following conditions:
(1) No more than two (2) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts and similar-type rooms are considered
"bedrooms" according to the Massachusetts Department of Environmental
Protection.
(2) The applicant shall record a properly-worded deed restriction at the
Barnstable County Registry of Deeds limiting the dwelling to two (2)
bedrooms. The deed restriction shall be signed by the property owner. A
copy of the recorded deed restriction shall be submitted to,the Board of Health
prior to obtaining a-disposal"works construction permit.
This variance is granted because it is the Board's policy to grant applicants approvals to
construct two (2) bedrooms on lots of less than 18,000 square feet in size.
Sincerely yours,
Susan G. R k, R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
mcseveny
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1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE k -'�'(•«-'v 10'�
i DISTRIBUTION BOX
F ! MINIMUM CONSTRUCTION MATERIALS PER 310WR 15.226(2)
INSTALL ON A LEVEL BASE
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL EXTEND A MINIMUM OF 6` ABOVE THE FLOW LINE MINIMUM.WALL THICKNESS 2'
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE MINIMUM INSIDE DIMENSION m 12"
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT
MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH
�•r�.,�\s c,s �.�,� �-Q,• -��>L s�v,l z z - /av� N gyp ��+t t� I,5�
THE-INLET.PIPE ELEVATION SHALL BE NO-LESS THAN 2" NOR
OTHER AND AT 2" MINIMUM BELOW INLET INVERT.
MORE THAN,3".ABOVE THE INVERT ELEVATION OF THE DISTRIBUTION S M _.
OUTLET PIPE. THE DISTR SUT10 .LINE FROM THE DISTRIBUTION BOX
SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
TINE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
: SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO .GRADE
UNE INVERT AFTER ALL LINES HAVE BEEN SEALED 1N PLACE.
ON A LEVEL.. STABLE BASE THAT HAS BEEN MECHANICALLY II•VVERT ADJUSTMENTS SHALL BE `MADE BY FILLING WITH DURABLE
COMPACTED AND ON O N TONE AIND NON—DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
T WHICH SIX INCHES OF CRUSHED S
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT LIJNE OR RECONSTRUCTING THE LINES UN71L ALL INVERTS ARE OF
SETiUNG. EQUAL ELEVATION.
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 . .r: ,t •.
THREE 20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEING P T INLET AND B LACED A THE CENTER AND OVER THE { � •���.•v �i��. .
OUTLET TEES
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. A '
1.
Locus
GENERAL CONSTRUCTION NOTES
M: Rim eL 55.42 w
SHALL `CONFORM TO -D.E.P. TITLE 5 - exlstt - - -
1. ALL WORKMANSHIP AND MATERIALSn
9 Paved driveway) �. Datum. NGVD
AND THE TOWN OF � ��°T � RULES AND REGULATIONS ,FOR ,5 ------- - 1--� ;r
-----'�- s 1,,
THE SUBSURFACE DISPOSAL OF SEWAGE.
tj 1�
72 ---
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE `"� 87 00 00 jP , 10 r 62 a
WNHITHIN SIX INCHES OF FINISH GRADE WITH .ANY REMAINING ACCESS o , 0.00
72
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. " ' •?. / / , TJS C;_S LG7 C U� MAP
i COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 60' / L I catch basins piped
I 3. ALL CO
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 Proposed S.A.S. Field-, °� /I / ✓,' b '•, ' • �� / L to endwotl outs
OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN (300 eq.n)
10 OF DRIVES OR PARKING UNLESS NOTED.
CONTRACTOR` SHALL VERIFY THE LOCATION OF ALL - / w,� • r •. 05 I�-- V
4. THE EXCAVATOR/ 0 10' / I
SITE UTILITIES PRIOR TO ANY EXCAVATION. o �? ,�4 f b°h:
5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. o `' ! .10•. `�'t t o m
tt i m Owner/Applicant:
/ �c •. I o Leona C. McSeveney
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE Proposed, box - / / ;F / �. I a
I s8— � � 33 ' 42 Ruthven Street
MORTARED IN PLACE. ° / Quincy, MA 02171
14.5' 76": 1''`fi :• •;•;. •' .,-'./. .75 1 , 54 y
1 V MINIMUM SLOPE OF 0.02'FEE PER 0 = ' • ' , Reference Deed:
7. FINISH GRADE SHALL HAVE A MIN UM OPE T FOOT.
Proposed 1500 gallon / o- q ,• •. . . , ,- � -•� � � r
5261/210
- Proposed Driveway
- 66 ' o ,.. �. r. Reference Plan:
/ .oQ w w .....r:w :... / I 138/25
co 20 - Zoning District: RF
o
Overlay District: GP
0
.6n4 •• / • o ; 1 m Building Setbacks:
LOT ••. /; T;` "`-�----- �. Q i . 3 Front 30'
••C•i •r / , to Ketland iO w ' �'
10,400 sq.ft. zo/ , __ i d Side & Rear - 15
REFERENCE MAP: 56 54 . — - — '
SOIL OBSERVATION DATA: / —r _ r�� 1 Assessors Map.
CAPE COD / , h
0 �0 � �52 h�i 52` �/ w 102/96-002
N 8 0 t"M _
WATER TABLE CONTOURS 100.OQ' � Street #67 Blueberry I � • c� �.
mm
AND �i
` TEST DATE �-y.Lo -'�q PUBLIC WATER SUPPLY �\ /pole ; , ,�
I WCLLHEAD PROTECTION AREAS DESIGN DATA: J #
r t ^;rl, ,: wr«inrn
I \ w I FEMA Data ` h , , .r S uEtsERMar� �4
SOIL EVALUATOR S � � SEPTEMBER 1995 ' M e f { r,,, r3+�; ,
� 1 '•• Locus lies in Zone C ���
WATER RESOURCES OFFICE
STRUCTURE `��.1� Z_ t� Panel 0015 C rev:Aug. 19 1985 ` : '°\ sTC o 4/
>t .w mot'\ �y N Cr' Nh \ g ` , �.� :} V �,r 9�E i
B.O.N. AGENT CAPE COD COMMISSION
TYPE NO. BEDROOMS GARBAGE DISPOSAL \
EXCAVATOR
DESIGN ,
-catch basins piped.:FLOW 'Z)c\�O — Z`�L yP� �'�.z-������fl "'�wjl1 � ' t'�•1 , to endwali outlet
PERC/RATE
GRAPHIC SCALE
C� — 23 1 I-r P L A N 0 F' L,:A N
20 o 10 20 40 so ,
><L,ct-o o It 1 �, ce3.34 SEPTIC TANK 0 / , 1
IN
All W4
Ioy41z_ • Ls ,eyas)6 - LEACHING FACILITY _ , IN FEET MARSTONS MILLS BARNSTAIBLF, MA
- P` LS StQO S X S->i•S. \�`L� (
1 inch = 20 ft.
PREPARED FOR
Tcv, G ,
�n PLAN VIEW �LAC O N A C M C F-V= N FF
s -Sz
,1
DATE DECEMBER 27, 1999 SCALE. AS S110WN
Prepared B :
- - P Y
,. Stephen J. :Doyle and Associates
y
a sachusetts 02 42 Canterbury`Lane East Falmouth Massachusetts 025
36
508 540-2534
Telephone:._ - /
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FOUNDATION PLAN :. .P.
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fill,C INV. EL. _ TO 1/2" w1,S►{Fo STt7/+t:
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1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE
DISTRIBUTION BOX
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2)
INSTALL ON A LEVEL BASE
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL EXTEND A MINIMUM OF 6' ABOVE THE FLOW LINE MINIMUM WALL THICKNESS 2"
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM INSIDE DIMENSION 12"
MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH
'THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR:
OTHER AND AT 2" MINIMUM BELOW INLET INVERT. �s). L15t1svkZ�Q.-v��u Sw1 z z - A.Vj P%yp A--M*_ E\. t,5•'
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE
OUTLET PIPE. THE DISTRIBUTION ONES FROM THE.DISTRIBUTION 80k
SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
SEPTIC-TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE tJNE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE - _
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY INVERT ADJUSTMENTS SHAM BE MADE BY FILLING WITH DURABLE M \
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT -LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF
- SETTLING. EQUAL ELEVATION.
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9".
THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
OUTLET TEES
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE
y 'I
Lem
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN OF � kar�c. RILES AND REGULATIONS FOR _ o
SUBSURFACE DISPOSAL OF SEWAGE.
THEI _
BM: Rim el. 55.42
existina paved driveway Datum NGVD ti«}
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE .ACCESSIBLE y -
WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS - -
---- - ---------68-,�------
----------
PORTS BROUGHT TO WITHIN 'TWELVE INCHES OF FINISH GRADE. 72 ,' � 70_ j i �� � � ��, Z-TS GS ` LO C U'S MAF'
3. ALL COMPONENTS OF THE SANITARY.SYSTEM SHALL BE CAPABLE OF N .87 00 00 yP ' 100.00'
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' 72 o o i� �' �`✓ i i i �/;
1 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN —� i 60 58
10' OF DRIVES OR PARKING UNLESS NOTED. �� J. i 60' ; t 1 catch basins piped
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
^o / •l i ! / / y 1 to endwoll outlet '
SITE U11LI11ES PRIOR TO ANY EXCAVATION. Proposed S.A S. Field-----.,
5. SEWER PIPES SHALL BE 4 SCHEDULE 40 'PVC LAID AT 0.02 SLOPE. ' -
70- J o�� �. f �q' I 105' I ,.-' Owner/Applicant: v
0 10" / �/ I I 56 �. `•' Leona C. McSeveney a
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE �a • �r ? _1O T 90 I o `1 42 Ruthven "Street
MORTARED 1N PLACE. / o -
o ' 10,400 sq.ft l I m �/ Quincy, MA 02171
��., 1 �� t �� 1 o
. / ,
7. FINISH GRADE SHALL HAVE A MINIMUMSLOPE OF 0.02 FEET PER FOOT. / / I , Reference Deed:
Proposed Dist/box . — /
I ' 5261/210
68' 14.5' O/O J. �r / I I ; 54 /;
Reference Plan:
Proposed 1500 gallon 1138/25
_ /
tank
Rea
dy
d
sep
tic
c i
i
FAST Y P Proposed Driveway 81' / I Zoning District. RF -
o // --w --� �•-w--------w--. '___. 1 Overlay District: GP I
o / , Y
o /! /� Existing �'
o N
Concrete l�� Building Setbacks:
. v` Side &'Rear 15'
o Founde tion , x • , Front 30 I
co / t
REFERENCE MAP: -rs4� ` 36.9' p
SOIL OBSERVATION DATA: 100 to e� o ,
Assessors Map:
!, wetland v, I _ .';,, . ��.;t5i£5 •� �.
F ,
CAPE COD /, o , 102/96-0
WATER TABLE CONTOURS i co , ' — :N / sq
AND 62 60 '� �/ ,�56 54 . — — — — —�- — — — 52 i /J Street #67 Blueberry !� t r a u,
PUBUC WATER SUPPLY / / i 52 , - '^ ,: J►
TEST DATE �Z,•z.o-9°1 / � - � ,.. q .,, L wtt,>`taM
1 WELLHEAD PROTECTION AREAS DESIGNDATA. — FEMA Data Iy -,_�
„ , x v UEQERMAtJ vi
solL EVALUATOR S • �av Lr-_ SEP?E7L9ER ,9ss N 8T00 00 Y / '
100.00' �' Locus lies In Zone "C" 1
�jel,.. '�\ STRUCTURE �t��u_�Nc - Z_ �\ ;
B.O.H. AGENT WATER aEsouRCt:s o�c� h '
CAPE Coo CouuiSS,CN TYPE NO. BEDROOMS GARBAGE DISPOSAL ` ' , ~> st�oMAL IL
Panel 0015 C (rev:Aug. 19, 1985) • � '�,�'f o,.e��S7Ea��`��'
EXCAVATOR ham C.w�i-. NJA DESIGN FLOW \` \ i ; �►•""
PERC/RATE
GRAPHIC SCALE `
\ . SITE �P LAN O F' LAN" 7�
Z 20 0 �0 20 4o eo , ,
Gt.•o oa. EL• t,3.3 SEPTIC TANK
-`—► IN
IoyQ 0 QsJa rN FEE7 MARSTONS MILLS BARNSTABLE, MA:
3G, �'8 LS '1 LEACHING FACILITY tA"- : 3oos �c (0 N. 'y 0r>
1 inch = 20 ft.
PREPARED FOR i
Z'C'Ll C- Sic. Tre1 Son'x o."IA = zZ`L �� PLAN VIEW
�.E
DATE: DECEMBER 27, 1999 SCALE: AS SHOWN
Prepared P By.
oa+ o-L: od Stephen J. Doyle and ;Assoc
- P Y sates;
42 Canterbu Lane` '
Canterbury ,. .East Falmouth, Massachusetts 02536
_ Tale _
hone: 50 54
p 8 0 2534 . .
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PROPOSED BLOWER WITH HOOD
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777-
-- r LEVEL
-- ----------------- -
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INSERT
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N S A.S. >ao sq.>:�. r ,E`er ,e raC EFF.' fr:PP4 1
r - --- PRECAST REINFORCED CONCRETE
II
DISTRIBUTION BOX
Replace Existing With 1500 Gallon
INSTAL_ ON A LEVEL BASE
" F'a 5s t 'T r e a tar t-_za-It T a r3.k
MINIMUM WALL THICKNESS = 2'
FWtSYSUM hotallatioII Pee' Manufacturer SpeciSC thus MINIMUM INSIDE DIMENSION 12
1
OUTLET INVERTS SHALL BE EQUAL TO EACH II .
OTHER AND AT 2` MINIMUM BELOW INLET INVERT. ,� ) cis ``�` R vlcu s��zsz - ia� P\yW
l �
SEPTIC TmK SHALL BE iNSTAIdEU LEVEL AND TRUE TO MADE THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX
ON A LE1eM S"d•AB(.E BASE THAT HAS KEN wECHANICAU_Y SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
I COMPACTED AND ON T13 MlHICH SIX INCHES OF t�2t?SHEI? STONE THE DISTRIBUTION SOX TO THE HEIGHT OF THE DISTRIBUTION •
HA
S BEEN PLACED TO ST ENSURE AB#UTY AND TOP T
I REVElV
LINE INVERT AFTER ALL LINES HAV
E BE
EN SEALED IN SETTILM
PLACE.
INVERT ADJUSTMENTS
EN SHA
LL BE MADE Y E8 FI
LLING WITH DURABL
E
AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
SEPTIC TAW SHALL HAVE A h4MMUM COVER OF 9r.
LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF
EQUAL ELEVATION.
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- GENERAL coNsTRu00N NOTES
_
: _ 5-
AND ,
BM. Rim. eL 5 5.4
1. �, ap d '�atu m NGVDALLWORKMANSHiP AND MATERIALS SHALL CONFORM- O_D.E.P. TlTLE
THE TOWN OF RULES AND 1�GULATIONS'fOR wa
THE SUBSURFACE DISPOSAL OF SEWAGE. --_____ ---
_
t.
_.
._.
_r..
I
70_ / .�,72 t g)
x.f. •as 3
2. AT LEASTbNE .ACCESS PORT OVER TANK TEES. SHALL BE ACCESSIBLE 87'00'00'> W 66 64
100.00 62 / s
WITHIN SIX 4NCH;ES OF FINISH GRADE WITH ANY REMAINING ACCESS _ b
PORTS BROUGHT TO' WITHIN TWELVE INCHES OF FINISH GRADE. 72 o / • ! 1 T
I - � `. � � � � US GS 1-0 C Uzz MAP I
60 58
3. -ALL COMPONENTS F THE SANITARY SYSTEM SHALL BE CAPABLE OF s•
so' catch basins piped
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' ProS.A.S. i/O . , \ to endwcll outlet
Proposed Field
P l
OF, DRIVES :OR PARKING. H-20 LOADING SHALL BE' USED UNDER OR WITHIN (300 sgJL)
, , 1
10` OF DRIVES OR PARKING UNLESS NOTED. _ �/ �� ��°-TP TP
70- N /v' Q , / ! ( eye �*, 1
�'-� .
I I 4. THE .EXCAVATOR/CQNTRACTQR _SHALL VERIFY. THE LOCATION OF ALL _ / �, oA . � f' ;..
!ITE UTILITIES PRIOR TO ANY EXCAVATION. o �o� , �. o ss ' i °°a� !• . ?os ( � \ U
a 4 }doe ! 0, I `l, i o 56 �, i .•'' '
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5. SEWER PIPES SHALL BE 4 SCHEDULE 40 PVC LAID- AT 0.02 SLOPE. o y `' ;f 70• %Jf 1 0 W
Owner/Applicant:
o > / cS
. / me ,-1 O '
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE Proposed Dist, box r - f > 1, a Leona C. McSeveney
MORTARED 1N PLACE. 68_ i Ff — s3
o• 42 Ruthven Street
ao
7
- ;. c MA 02171
I Quincy, 0
14.5 -_•� .� o:.`=`� ti :,-�..,_'. . a �.•-'.�. •75 1 , 54 y:
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. ! ,�
Proposed 1500 gallon / �o. q / ,-. .'. 1 r Reference Deed:
FAST Ready septic tank 5261/210
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.... � / ,• -Proposed Driveway = .' �.i••. / ,
_�h / .o•Q / / --= -w- .._:... Refe
rence
nce Plan:o w -----
•
-, _._. 138/25
O >
/ / / / t' ,i�rr / ! GC+stren 7 _triCt: R L'
` \ ` Overlay District: GP
10
—64
O , / ; .
• .�. � :°' ' Building Setbacks:
• � s / 3 g
o ,
i
LOT V .•� 1 / . / 100 to wetland m ; Ta Front - 3Q
10,400 ., .ft. •. - / / o — _ ,� �I Side & Rear 15'
60
SOIL OBSERVATION DATA: REFERENCE MAP: 62 !. ! /56 54
s —, - (�.� 52 ; / �, `Assessors Map:
CAPE COD N 8 .0 > ; ! / /52 k�! +- }
WATER TABLE CONTOURS 0 0091 W , x 102/96-002 Of
100.0Q l m
AND t•�i �' Str e
\ ; et #67 Blueberry
TEST DATE 1'L•za-6►0% PUBLIC WATER SUPPLY \ Opole
WELLHEAD PROTECTION AREAS DESIGN DATA: \ \ , vvlLuaM M;�R
FEMA Data:SOIL EVALUATOR s, v SEPTDABR 195 LIEBERMAN
,
%1u. Z3Jr.
STRUCTURE
Locus lies in Zone C o , ,
B.O.H. AGENT �oN.wo�� WATER RESOURCES OFFICE �N .u_�N -� Nh \ ;
GEN CAPE COO COIAMISSiON r,'C" \ I Panel' 0015 C (rev Aug. _19, 1985)
TYPE NO. BEDROOMS GARBAGE DISPOSAL
EXCAVATOR , � •,,
,
DESIGN FLOW ZDC\\p -- 'L`L'� yQ� �-0 7�U�i"•'1?�wU,� � , 1 catch basins .piped
PERC/RATE L. Z1;1�,y,. �wwa ,' i ; to endwoll outlet
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j - GRAPHIC SCALE
Z
��.LL,o o u SEPTIC TANK `� , so o 10 20 a., eo �tl � � � � �� L�_l�T ® � L A l�T 7�
Et.. co33 Du ZZO V_ "L00 - ,
� SL �oyR Z�� n AL" St �oyQ 3/� w , IN
A 4 -
e � h
LEACHING FACILITY _ � IN > MARST ONS
S.x �it MILLS - BARNSTABLE, MA
l inch = 20 f t,
48tt C
�.�.t G PREPARED FOR
'z S1t,
300 s X o ZZZ w s� PLAN VIEW
NA � _ MCSEV'7ENE -'"
�S.o) z"
DATE: DECEMBER 27, 1999 SCALE: AS SHOWN
Prepared By:
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Stephen J. Doyle and Associates
I 42 Canterbury
Lan
e, Ea st FA lm outh Ma ssach usetts 02536
Telephone: 508/540-2634
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