HomeMy WebLinkAbout0032 TOBEY WAY - Health 32 Tobey Lane
Hyannis
A= 246-082-003
i
TOWN OF BARNSTABLE
LOCATION ���./ �C,L�i SEWAGE#
VILLAGE ASSESSOR'S MAP&PARCEL,,2y(,,--
INSTALLER'S NAME&PHONE NO.�� .ac�c � Q
SEPTIC TANK CAPACITY 1 SOO 9, CCle�fce'�^M��D i�
LEACHING FACILITY. (type) Ayc- I-IC (size) H ,9, x '30
NO.OF BEDROOMS
OWNER
PERMIT DATE: k COMPLIANCE DATE:
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
c
ui
6' s �
e
0
ff ,
r /v
J I W
No. ,10
Fee
THE COMMONW OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
NpliLatlon for Disposal *pstrm Construction i3Prmit
Application for a Permit to Construct�epair#1Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Addressor(Lot No.� 7pr(ref Owner's Name,Address,and Tel.No.
Assessor's Map) arce'I 7
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
'Do,5 le,s A SO8-YW -7/g E.�S�NCP!1� Gl�Of ks XZ16-y77-0/.3
Type of Building:
Dwelling No.of Bedrooms y Lot Size y3�S y0 sq.ft. Garbage Grinder( )
Other Type of Building Uerg a No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min,required) y r/p gpd Design flow provided 3,., F3 gpd
Plan Date�'� Number of sheets Revision Date
Title c1
Size of Septic Tank j Spp 2 CCM(2 Type of S.A.S.
Description of Soil�e
Nature of Repairs or Alterations(Answer when applicable) V to S ice-f lam.(.,> C.dcA.pAtaic Se-J)d�IC
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date 2 2_
Application Approved by DateZ-
Application Disapproved by Date
for the following reasons n
Permit No. �®f Date Issued (+ f Z
��ia - -ram ssE
sz
01 i .�►�
# No. Fee
THE COMMONWEALT—KOF MASSACHUSETTS Entered in computer: Yes i
c. PUBLIC,HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
�Y 2ppliCation for bisposal 6pstent Construction jhrmit s
Application for a Permit to Construct(tOje"'Repair; Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.3�2 /U&_� U•cr ,j Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 3 //'yP ✓!/P�� "
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Sd6-979- /
r Type of Building:
Dwelling No.of Bedrooms Lot Size 4/5 S yO sq.ft. Garbage Grinder( )
Other Type of Building j„��„ No.of Persons Showers( ) Cafeteria( )
' Other Fixtures
;k Design Flow(min.required) �� gpd Design flow provided gpd
Plan Date 'yT 11 f/4 5 Number of sheets Revision Date
Title
+ Size of Septic Tank Type of S.A.S. s Ro w,-, r-J s t r fir.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1 ra S 4ct r�� 4-e- G a } ,r
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
t Signed Date
gt� r
Application Approved by Datet-
Application Disapproved by Date
for the following reasons
Permit No. 2®I ;L �� Date Issued ;7' yc(- r 2—
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( v)''--,,Repaired( ) Upgraded( )
Abandoned( )by , G +\ „J N
4' ..
at _ uy".A has been constructed in accordance
with the provisions of itle 5 and the for Dispos 1 System Construction Permit No.c�®► »a 3d dated
Installer s �c<, A Designer ,�� , r't v f/ o,l e-
#bedrooms N Approved design flow 2-. F?, gpd
The issuance of this permit shall pot be co trued as a guarantee that the syste wil n i esigned.
,Date / Inspector
_.,.. --------------------------------------- - -- -------------------------------------------- --
No. 0 Fee 1570
A THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Mispogar *pstem Construction i3efmit
Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( )
System located at C✓ta` a
i
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.�,/��
C
Date . L4— y Approved by
i .
10/25/2012 07:29 5094775313 ENGINEERING WDRKS PAGE 01
Town 0 Barnstable
Regulatory Services
4 Thouw F.Geiler,Director
$ Public Dead Divin
Thomas McKean,DlXector
Zoo.Main Street, Uyaneia,MA 02601
Offios: 508-8624644 fax: 508-790-6304
Date: iU Z s 7-- Sewage Permit## Assessor's Map/Parcel
Installer&Dal Mr rdfim fan Form
Designer: Er,y 1�yo'r 4 s' l nc. installer: ,Q � h l
Address: a W. 1,1 '"Z4• Address: `a - K i q S�—
�e �11 t{ c �,n 1 orL3
on P A I ro-Ai was issued a permit to install a
(date) (installer)
septic system at 3 Z �`0 t� IN 9-1 . based on a design drawn by
ass
Lt lei.., - dated L(, 1
(designer)
J� I certify that the septic system referenced above was installed substantially according to
the desip, which may include minor approved changes such as lateral relocation of the
distribution box andlor septic tank. Stripout (if required) was inspected and the soils
were found satisfactory,
. I certify that the septic system referenced above was installed with major changes (Le.
greater than 10' lateral relocation of the SAS or any vertical relocation of any can�ponent
of the septic system)but in accordance with State& Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout(i£required)w ' ed and the soils
were found satisfactory. M pp
PETER T.
f WENTEE
.OnstaflerIgSignature CIVIL
Na.Sal as
(Designer's Signature) (AY5 Design
PLEA RE TO BARNSIABLE CUBLIC HEALTH D N. C RT ICATE
MPLIANCE WILL NOT BE MUED U NM, HQJM THIS FORM AND AS-
BUILY'CA" ARE RECED%p BY THE BARNSTA13LE ZU&LCMALTH DIVISION.
THANK YOU. .
gAofts formAdWSwcerti6catim fmm.doc
Town of:Barnstable
P#
1 �
Department.of Regulatory Services
s Public Health.DiV1S1011
Date
A /
i63q �d' c 200 Main Street;;Hyannis MA 62601 t
O:Mltfrw
-
1` A-a; / -- l lorJ�Date ScheduledTime .. w Yee-Pd.
Soil Suitability Assessment for Sewage Disposal
:Performed:By. �,l c, c 94 Witnessed By: 5 0
_ LOCATION-& GENERAL INFORMATION
Location Address 3 Z TU1�e (y�,ti Owner's Nameo�;M q 2ec./� .77 y a
r /Rlri'�l9'N l�-jOIG�('.r 'X—rva�4.4
Address.�d /S z6 7 Z
c !6 y tN Af y'i.ivc,-4-
Assessor's.Map/Parcel: Engineer's Name �Q�Q✓I�'l C_�ct/-�,Q l
NEW CONSTRUCTION _,Z_ REPAIR Telephone# �?�—�."rj7— y'7�F
Land Use C� vl t t a Tj .1
R's� Slopes(3'0) �"'Z .Surface Stones,.:,
Distances from: Open Water Body 7 0 0 ft Possible Wet Area CCld
�_ft Drinking Water well_X_ ft`+a
1 r3
Drainage Way �� ft Property Line 2�7 '30 ft Other .
SI�ETCH:`(Streetname,dimensions of lot,exact locations of test &perc tests,-locate wetlands i`n proximity o tioles)j
76
1
Parent material(geologic) lam'wL � s y Depth to Bedrock. N�
Depth to Groundwater. Standing Water in Hole: V Weeping from Pit Face "r%JJ A
Estimated Seasonal High Groundwater DETERMINATION FOR.SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: -: in, Depth to soil mottles:
Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr.
Irder.-:�'lell:# ReadingDatc: index Welllevel,,�,,�..,, Adj,factor Adj..dwundwater Level
,,,®
PERCOLATION TEST Date : Thne
Observation
Hole# �✓ Time at 9"
Depth:of Perc 3�0 4 Z j G Time ntb"..
Start Pre-soak Time @ G 1 SM� 'Time(9'4')
41✓Arn ya�fowi .
End Pre-soak
RateMinJlnch. e�.2 L- .2 Cr�•� wCgf�dwS
Site Suitability Assessment: Site Passed�_ Site Failed: Additional Testing Needed(Y/N)
Originals Public Health Divisio*n ` `� Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be.conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1):week prior to beginning.
Q:\SEPTICIPERCFORM.DOC
" DEEP:OBSERVATION HOLE`LOG Hole# �
Depth from Soil Horizon Soil Texture Soil Color " Soil Other
Surface(in.) .(USDA) (Munsell) Mottling (Structure;Stones;Boulders.
i to v 1
o - ;Ls taY(� Y�z
ld le
Zy
DEEP OBSERVATION'HOLE` ;O"G Hole# 'Z
Depth from- Soil Horizon Soil Texture Soil Color Soil Other .
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.+
Consistency.WO yel)
oA L-5 16 yte `I i
L
� S
DEEP OBSERVATION HOLE`LOG Hole#
Depth from-. Soil Horizon Soil Texture. Soil Color. 'Soil Other
Surface(in.) (USDA) T (Munsell) Mottling (Structure,Stones;Boulders.
- - e''i to
DEEP OBSERVATION HOLE LOG Hole#
Depth-from Soil Horizon. Soil Texture Soil Color t 5ofl Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones;Boulders.
Consi
=z l3 U.5s7
Flood Insurance Rate Man
Atiove 500`year flood boundary No /_ Yes
Within 500 year'boundary No Yes
within 100 year flood boundary No.A Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pe,v oqs terra!exist in all areas observed throughout,the
area proposed for-the soil:absorption system?
If not,whi&is the depth of naturally occuffirig p6rviousL material '
. Certification � .
I"certtty-that-ph. (date).I have passed the soil evaluator examination approved by the
D"epartmeit of Enuuonmental Protection and that the" above analysis.was performed by me consistent vrith, .
the`required tra ,expertise and experience described in 31U CNIR 15.017.`
Signature Date
Q ISBPTlCO3RCBORM.DOC.
4 V-O"
I,
G p
0 0
� •e
J J —
�J
`c E
a
______________________________________ ___ _1____________-
— I I
_ ,____________________________________�
______ ______________________l 1
0 I I I I I I
o"I
T I II I I I
I I I I I I -
p l 1 S 4 S 71
x —
�
I I t 4•�c I I g I I 3'n
E o I p
I II +• � �+ ; � I I : � + c I I p
°
I I d E I I I I
I I i I 1 I I
0 1 I I I
A
I I
o I I I I 0
I _ I
E I I + Q I I
9 n It —
.,
+ 4 j
I � — I JI
I I
i I
I
goo 1
L_u—J
°
I I 1 e i+
I I 3 p
+ I
vx
a a Anderanm2B 1 7 10 C ,�;� a i L _________
1/4°x 1'-7 1/4"
� eTreea.ee I I a
— —
I I I
t-----------------WQQ�w --------"---------------------------------�
0
s o s
�xx
—Q
+
�� 3 miiE Dwo
+'--� f z
1 Z
o° O C3 o p p
f
f r�
4 v'-4• C�J"aJ\ `y
V v
N T Q Copyright 02012 by K5A designed: DRAWN BY:
rtl c A These plans are protectedunderFederal Frgject # 1 g89 PROJECT: GUs'I'om Nome for:
m 2 A Copyright laws.The original purchaser of this 1�ENNET'H hADLB�.1�.
t. plan Is authorized to construct one and only �`•� j� Professional Building Designer
+ 3 p Z one no ermissione using o Alen.Modification ion Or T I• 1 G ��`�TT�
t reuse is prohibited ithout express written
0 permission of the Designer.
M KSA design
O m � � b.a. Any macrepanuea,emore anvor omissions
p n m LOCATION: Inthe notes.dimensions.and�or
hr ° PROFESSIONAL BUILDING DESIGN drawing a contained on these documents
REV 15ION5: ahen be brought to the attention of
rellminar Desi ns 4/IQ/12 COMMERCIAL RESIDENTIAL the Designer prior to the commencement
P y a Tobey WAY of'onatructlon Proceedingwlth
evisedpesi nk 2e/1 2 Cape Cod•Massachusetts construetlonconatltuteetheacceptence
9 of the
Guanacaste•Costa Rica se documents end any
Gons�rUG}ion Plans CG/I r7/I 2 GenkerVllle,MA discrepancies,errors end/or omlealons
capecodeksadesign.com•www.ksadesign.com become the responsibility of the
P.O.BOX 1 1414 22 bondin•Hyannis,MA 02bO I•508.990.59g contractor.
�► r
r--------------------------------------
I ------- --------------------------------r------------------------------
I I I
II
I I
I I I I
I I
II —
J n
� 6
II I yo3 II
— '9
II Sao
I I d I w e I
I I ^
I I o I F I
II +
a
11 ® I m I
I I
II
I I
I I I I
I I
I I
II n
I 13
I I
I I I I o
I 1 °
II I I a
I I I
I I
I I I I
I I
L`----
S r- ------ ------ ----- -----1r
J
0 I I —
9
0 p Q
L U
I om S I + I
O p 0
f Q �
I m a I
� a x
p�J
6 B �
s �
—
I
0
+nAo J'11
rd� n�6d o s a I $0 o II 'ua n
0
+gip ern r c e ^ S I
I ——————————J
s e 1
c n
+n Jam+
of m
�oz
m
U1 T 0 eopyright@2012byKSAdesigns: DRAWN BY:
2 q A These plans are protected underFederel Pry CCt # 1 889 PROJECT:
to S y copyright Laws.The original purchaser of this GUS I OTT1 I IO TT1e EOf IcENNE7 H haDLBF-JF-.
} plan Is authorized to construct one and only
Z T Z one home using this plan.Modification or Professional Building Designer
reuse Is prohibited without express written 1J
0 permission of the Designer. T
fn 1
KSA design 1 Any
O { s.a. discrepancies.
erro sand or omissions
LOCATION: In the notes.dimensions,and/or
3 REVISIONS: PROFESSIONAL BUILDINS DE5I6N erswings contained on these documents
shall be brought to the attention of
I'rellminary Designs 4/I O/I 2 COMMERCIAL•RESIDENTIAL T"obey Way t^e of^�gn9 prior tocommencement
A evised Desi nos 5/29/I 2 Gape Cod•Massachusetts wnsavction constitutes the acceptance
q Guanacaste•Costa Rica �t of these documents and any
Gons+rUe-ian plans lo/i 5/1 2 ca ecodaksadesi Gen I erville,M�a ds epanlea,errorsand oromlaslons
p gn.com•www.k6adesign.wm become the responslblllty of the
P.O.Box 11 49•Nyannle,MA 02601•306.190.3922 building contractor.
o
> > >
Oe me me mi
------------
And era
h,rwg
r.o.el'-1 9 le,I x el 7/&'
4.
-------------------------
I 0'-O"x 1,-O*,Vv.rh.,Jdoor
.r.o.I 01-o" And......Tw
e'l- "16 C3
--------- ---------
o
---------------
pantry -----------
9'-2 We" e.,-1 0 1 2"
A.J.---,rw 2 4 1 o
0 �.- O• r.o.2'-Co 1/B"x 4'-0 7/9,"
I Z:
Andersen.I-
ArI......rw 2 4 4(4,Iyulll •
1 0'-1 0 7/a," V-a,7/&'
P-1
A.J.—no rWH&Oebe,
,.,.e.,-O"
A-I.—.-rWg 4 el� -V!,
A-1--ra,rw 2 4 4 eb--1
Andersen.TW9 49,e-9
9/,5 1 4'-&71e,' e P r...&'-I 91e,I 7/al'
7
3, 7
Of
T >
+ +
1 3
3
rp eD pa
1 91-9" 2'-4 1/9" ell-1 0 1/9, 9-1 1/2, 14'-f 1/2"
401-01
---------------I
R U 2 11V DRAWN BY:
ai* 70 Frgjcct # I 55D PROJECT: 6U,.4-om Home,for: r-r-NNIZ'r14 S:,APLCF-
M A >
+ plan Is autnorized to construct one end onlyProfessional]Building Designer
reuse Is prohibited without express written T Z one home using this plan.Modification or
p i permission of the Designer. e —Te
1 iAL)PCI
a)
KSA design y —ap-nO M es.arrore arVor omissions
LOCATION: In the notes.dimensions.and/or
PROFESSIONAL BUILDING DESIGN drawings on these d—ento
REVISIONS: hall be bro,,ght to the attention of
O COMMERCIAL-RESIDENTIAL Designer Ps gre,prior to the commencement
FlretlirninAry 4 1 0/1 2 T-06pe-y WAY of construction.Frocead"g with
r:,/ Cape Cod I Massachusetts construction— — ce
.0t.te.the apt.n
t5uanaca5te-Go5ta Rica 6.aM-erville,t-1A of these do—afte ad any
plansrv/1 2 errors and/or emissions
c.ptcodek-d-Ign—-www.keadesign.com become the responsibility
J of
P.O.Box 1149-Hg9nhIa,MA02601.50a.790,q Wilding contractor.
S
Qr
r n
9y 1
4 1
i
9
� P
R d
! m
p
S d °
0 P
IP I
s II
S II II
I II
I —
n Q II i
.�.... .
0 p Q II D
I I z Irl � VT '
_________itm____________i I
I II II II a
S
I I 3 II II II � I I
II 1 I
s
-_________— ----------------
r
I I
R 19 ° p p I
m
? e P' A T II II II I
1.>c + II II P
E
II ° 11 II II
I IL _ _ 11 I
I L_____ J I
II � II
II � II
I y rt II
-------------------- 71 -1--------------------
i JI
--------- -----------
1 l II II +- 11
I I I II 'P I
r C _
�___,`___
�+ II II II I I II m n> l l
Tr—
f
�S
I I 3 ° II II I I II I I
B
+ 1
T � r
D r P 9
n
o n n
r'
A P
° p p
h
Copyright 02012 by KSA design...: �o q�{ DRAWN BY:
m p A These plans are protected under Federal Pry e.Ct # 1 (553 PROJECT: r
p y GopyrlghtLaws.-aorlglnalpurcheserofthis GUS'I'Om }•{Om2 for:
�eNNerHhAVLe�J�.
plan Is authorized Co construct one and only Professional Building Designer
one home using this plan.Modification or
F reuse Is prohibited without express written t� G
N i permission of the Designer. TIM GUI��TrL
OKSA gn=.d. 1 1 -1 1 1 Any discrepancies,errors and/or omissions
A p !n LOCATION: In the/rotes,dimensionss.and/or
REVISIONS: PROFESSIONAL BUILDING DESIGN dr.hall bontalne on these ee
e brought to the atte ton of
..-. i be
prior to the commencement
PreliminAr
Y ves 9ns 4/I O/I 2 COMMERCIAL•RESIDENTIAL the De Tebey WAY f construction.Proceeding with
�e�ised Designs 5/2 9/I 2 Cape Cod•Massachusetts }�.� constructionconstitute.theacceptance
6varacaste•Costa Rica ( r L I of these documents and any
Gons4'ruG4'ion plans 4,11 W 1 2 a ecodeksedesi n.com• wwksadesi—0. Gen'1"erVi �. Ire m.crepancles.errors and/or omissions
c p 9 9 become the responalbllity of the
P.O.Box 1 1 49•Hyannis,MA 02 a01•90b.190.3922 bullding contractor.
D
I11
m
2
D
a �
� A
3 � I
CA
n
3+n L D
CO
CO
CO
M
S P A t
i P
i,a c p
P i —
CA
\ °
3 \
-
°
N 0,
o IN y n
- P
IN
a �
t
n
l
rt.jy •�? �rx ,.t. .. `° f off?
P
T P �
� p t
N
v a
� v n
A P
X P
6CXy ? P
c �
N
CP
\ f J r C
Is
A a
f� D
J
A
A P N j
p � �
0 i
� P
D
0 p
P
P
/ a
/ n
/ C
P
P
� W
< d
P
N P
p
-
x @ v 3 c o
q T p c p P s N A
14
IN
IN
g P s -
a.
3
° IN
N -1 Q Copyright@2012byK5Adesigned: DRAWN BY:
f=11 Jp .These plans are protected under Federal Fre eat # 1 b69 PROJECT: j
p Copyright Laws.The original purchase,ofthls GUskOm I"}Ome for: I�eNNeTNhADLe�J�.
M " plan Is authorized to construct one and only
Z ➢ one home using this plan.Modification or Professional Building Designer
1 reuse is promise d without express written r11" G v1�ErrC
permission of the Designer.
O A KSA design=... Any discrepancies,errors andlor omissions
3 m LOCATION: in the notes.dimensions.anVdr
REVISIONS: PROFESSIONAL BUILDING DESIGN drawings—telned on these documents
shall be brought to the attention of
R COMMERCIAL•RESIDENTIAL the Designer prior to the commencement
p Preliminary Designs 4/I O/12 T-Obey Way of—t—ton,Proceedng.1th
t Gape God•Massachusetts construction constitutes the acceptance
14 devised Designs 5/2 9/( 2 an
Guanacaste•Costa Rica Gen eCV le e M dl9Lre enc of these errors and/or documents and
p es• omissions
Gons�ru�tion plans lo/! 5/12
cepecodeksadesign.Gom ww.k9ade5lgn.cam become the respOnslblll[y of the
P.O.Box 1 1 49•Hyannis,MA 02601•808.990.8422 building contractor.
dl .
r'L-----------
I I
I I
LJ
I I
I I
I I
I I I I
I I � I I
I t I I
r7 I h
I I I I
I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I
I I I I
I I I I
I I
I I I I
I I I I
I 1 I I
I I I I
I I I I
I I I I
I I > I I
I I I I
I I
P j
I I a m I I
I I
p p l I
ar, I Z
I I I I
RM
I I
I I
I I I I
I I I I
I I I I
I I I I
1 I I I
I I I I
I I I I
I I I I r
I I I I
I I I I
I I I I
I 1 I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I
I
I I
I I
I I
1
I I I I
I I I h
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
L---------------
I I
I I
I I
I I
I I
I I
I I
r-L------------
I I I I
I I I I
LJ
r------------
I I I I
I I I I
------------
I I I I
I I I I
I I I I
I I I I
I I I I
I I 1 I
I I I I
1 I I I
I I I I
I I
II op II
I I S T I I
I I @ Z I I
I 1 I I
I I A m I I
0 0 I I } II I
z
I I
I I
a r 1 1 I I
_ p I I I I
I I I I
I I I I
I I I I
I I I I
1 I I I
I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I r I I
I I I I
I I I I
I I I
I I I 1
I I I I
I I I 1
I I I i
I I I I
I I I i
I
I I
I I
I I
I I
I I
I I
0 (�V ropyrlghtc2012byk.5Ade91gn.d: } �{qq DRAMBY:
T.
N A These plans are protected under Federal - Fre ec # lJV J PROJECT:
m J Guskom Nome for:
nl y O plan
Is au Lenz The original purchaser of this �eNN�TH hAIJLE�.i�.
p plan a authorized to construct one and only
� � Professional Building Designer
t one home using this then. express written
t t M G TT
3 p reuse is prohibited without express written I ���
R permission of the Designer.
O rn f KSA design=.d. Any discrepancies,errors and/or omissions
m LOCATION: n he no ea.dlmen91on9.and or
REVISIONS: PROFF-55IONAL BUILDING DE5I6N arena be—broegnc co cn eccennon ofta
OpreliminAry Designs W/0 oV 2 2 GOMMERGIAL-RESIDENTIAL T"obey WOLY ule of chonetrpcuon.Pl"a®ne Wiemene
devised Des i9ns 5/2 9/1 2 Gape God•Massachusetts construction cananmtes the acceptance
GonskrUakienplans!o/1�i/I 2 Guanacaste•Costa Rica e an'I"erville,t A oftheseerrorsnt9endany
dl9Qepanoits,errors and/Or Omis91on9
cepecodoksade9igRcom•www.k9adeslgn.cOm become Che re9pon9Mltlty of the
P.O.Box 1 1411•Hyannis,MA o2801•508.190.3922 building conVactor.
ro
N LOCUS o shorey Rd LEGEND
® a�i
3 —— 98——EXISTING CONTOUR
`D o X 100.98 EXISTING SPOT GRADE
a ' $ 96 PROPOSED CONTOUR
Road ` 97.5 PROPOSED SPOT GRADE
Croig�ille Beach W PROPOSED WATER SERVICE
-1 C TEST PIT
3 Hyannt5 Port
a ° Golf Club BENCHMARK
X
3D y 1
N <
D N CD
D rt
IDmaple street D S 02 2225" W
co
128-45' o
LOCUS MAP
NOT TO SCALELU
I^
_ � I
I Lot 3
43,590f S.F. I
I m 1.00f AC.
Map 246
r.Z Pace/ 82-3
IJ ` -
m Shope Factor 20.1 I
I W
Z
PL. BK. 595 PG. 19
Y
\`
(IL
[V \ Z
I ' �
J
Ca
1 m
I
1
LID'
1
W
Q 1 1
�1 W 1 i
, > 1
W ! W
� 1 I
Q
p p ;�_�-� % O ;V
1C 95.50 �� ►7
k�I x rT- 7-r x
-1 /
Li
_u
I /
OF M9,Ss 10' PROPOSED\ � '0. i
=�F 9�yG 965SEPTIC TANK o �
g ANNTERRY �_ 96.90 x 97 7 x xi 96.14 (x I
i 93.82
15.
WARNER -'
o No. 38721
o �o TP 3 TIP-1 97.5 ;51.2'
�0tiq PROPOSED ' i �,\
L ND TP f4 HOUSE I. �� °'
7 ?l rl v I TP-2 T.O.F.=98.5 11 1'
1 I x ,
I GARAGE I 1
T.O.S.=98.0 c
\�� OF MgSS x97.60 97.73 97.9 9> rn
�Q 9Cy x I x 23 97.5 x96.7j\ rn
o PETER T. `
o
McENTEE
CIVIL ------�
No. 35109 I I 94.58
g g6.3g �
G/SSE��� �c� 1I �2� x
NG x I,x
aFF S � 98.39 Ql 97. 3 �}- i� �
w x 7) . 0 Q i
i C) 00
00 I
-j ��4 �� � ,; �f �::
92.11 �
' x
96
x97.66 97.22
/95.42 N
i
----- x 129 45'
96.119 cotchbosin
9540 N 022225" E Edg
9� e FLOOD PLAIN
�� of 9r pavement/berm g DATA
- .9) NON HAZARD-ZONE C
94.31 ZONING CLASSIFICATION: ZONE RB
BENCHMARK TOBE
Y WAY
`` 'SETBACKS: FRONT YARD ARD
MAGNETIC NAIL SET SIDE/REAR YARD=10'
LOT AREA = 43,560 SF
EL.=94.31(Assumed) MAXIMUM BUILDING HEIGHT = 30'
WIND EXPOSURE CATAGORY: Exposure B
Engineering by: Surveying by: SCALE DRAWN SOB. PROPOSED SEPTIC SYSTEM SITE PLAN
Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 191-12
12 West Crossfie Road Long Road 0 Ha 32 TO B EY WAY WEST HYAN N I S PO RT MA
Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0.
(508) 477-5313 (508) 432-8309 7/16/12 P.T.M. 1 of 2 Prepared for: Tim Gaudette, 314 Cammett Road, Marstons Mills, MA 02648
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:92.8
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX PERIMETER OF THE S.A.S.
AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & PROPOSED S.A.S.
PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT
T.O.F.=98.5
F.G. EL.=97.5t F.G. EL: 95.8(MAX.)
F.G. EL.=96.0t � F.G. EL: 95.7t
MAINTAIN 2% GRADE MIN. OVER S.A.S.
' INSPECTION
L = 17' L = 10' L = 8'(MAX.) PORT
® S=1% (MIN.) @ S=1% (MIN.) ® S=1% (MIN.)
4"SCH40 PVC � 4"SCH40 PVC 4"SCH40 PVC
6"
1 D"1 1 D" 6 10.75" TO
14" 14"
INV.=93.90 48" LIQ. INVERT
LEVEL 7
INV.=92.40
GAS GAS J INV.=92.97 PROPOSED INV.=92.80 5 ROWS OF 6 UNITS AT 5.0'/UNIT = 30.0'
INV.=94.50 BAFFLE enF1 LE INV.=93.65 D-BOX SOIL ABSORPTION SYSTEM (PROFILE)
' (5 OUTLETS)
En PROPOSED 1500 GALLON (H-10) SEPTIC TANK ESTABLISH VEGETATIVE COVER
(2 COMPARTMENTS)
COMPARTMENT N0. 1 - 880 GALLON MINIMUM STORAGE BACKFlLL WITH CLEAN NATIVE OR
PERC SAND TO TOP OF CHAMBERS
COMPARTMENT NO. 2 - 440 GALLON MINIMUM STORAGE
NOTES: BREAKOUT=TOP
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=92.83
INVERTS, PRIOR TO INSTALLATION.
INV. ELEV.=92.40
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=91.50
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
TO HIGH GROUNDWATER EFFECTIVE WIDTH=14.2'
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE VEXISlING SUITABLE
NO GROUNDWATER, EL=86.5 - MATERIAL
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. _
USE 5 ROWS OF 6-ADS Arc 36HC UNITS WITH
NO SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC SYSTEM PROFILE TYPICAL SECTION
N.T.S.
SOIL LOG
GENERAL NOTES: DATE: 6/28/12, 2012 (REF# P-13,677)
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE (SE#1542)
BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS-HEALTH AGENT
2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Elev. TP- Depth Elev. TP-2 Depth Elev. TP-J� Depth Elev. TP-4 De th LOCAL RULES AND REGULATIONS. �_ _�
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 96.5 A 0 96.6 A 0" 96.6 A 0" 96.7 A 0"
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND LOAMY SAND . LOAMY.SAND �,___ LOAMY.SAND ._
DESIGN ENGINEER. ' '10YR 4/2 10YR 4/2 95.9 B 8 95.9 B 8_ 1OYR 4/2 " 96.1 B 8"10YR 4/2
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 95.8 B 8
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND
ENGINEER BEFORE CONSTRUCTION CONTINUES. 94.5 10YR 5/8 24„ 94.8 1OYR 5/8 22„ 94.6 10YR 5/8 24" 94.5 10YR 5/8 26"
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. C 36" C C PERC C
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC 36"
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 48"
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MED. SAND MED. SAND MED. SAND MED. SAND
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION. 86.5 120" 86.6 120" 86.6 120" 86.7 120"
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS PERC RATE <2 MIN/IN. ("C" HORIZON)
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND NO GROUNDWATER OBSERVED
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). ESTIMATED DEPTH A GROUNDWATER = 25 FTt
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE (REFERENCE: BARNSTABLE GROUNDWATER CONTOUR MAP)
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFlLL.
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOMS + 1 FUTURE = 4 TOTAL 63.25"
SOIL TEXTURAL CLASS: CLASS I
' DESIGN PERCOLATION RATE: <2 MIN/IN 16"
DAILY FLOW: 440 GPD
DESIGN FLOW: 440 GPD 34.5"
GARBAGE GRINDER: NO
PROPOSED SEPTIC TANK: 1500 GALLON-2 COMPARTMENT
COMPARTMENT NO. 1 - 880 GALLON MIN. STORAGE
COMPARTMENT NO. 2 - 440 GALLON MIN. STORAGE TOP VIEW
PROPOSED DISTRIBUTION BOX: 5 OUTLETS MINIMUM no 60"
LEACHING AREA REQUIRED: (440 GPD/SF) = 594.6 SF END CAP END CAP
74 FRONT VIEW SIDE VIEW
END CAP T_
USE 5 ROWS OF 6-ADS Arc 36HC UNITS WITH NO REAR/TOP VIEW h"[.I I I
SEPARATION BETWEEN EACH ROW & NO STONE NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
TO WTHOUTDETAIL MAY
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) DIFF RANGE SLIGHTLY FROM DACTUALRODUCT PRODUCT APPEARANCE.
(Arc36HC Units) 30 UNITS x 5.0 LF x 4.80 SF/LF = 720.0 SF 4640 TRUEMAN BLVD
NOMINAL AREA = 14.2' x 30' = 426 SF HILUARD. OHIO 43026 Are 36HC DETAIL
DESIGN FLOW PROVIDED: 0.74 GPD/SF(720.0 SF) = 532.8 GPD ADVANCED DMNAGE SYSTEMS.INC.® UNITS MUST BE STAMPED H-20
Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN
Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 191-12
12 West Crossfie Road Long Road 0 Ha 32 TO B EY WAY WEST HYAN N I S PO RT MA
Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 432-8309 7/16/12 P.T.M. 2 Of 2 Prepared for: Tim Gaudette, 314 Cammett Road, Marstons Mills, MA 02648