HomeMy WebLinkAbout0030 LEWIS LANE - Health 30 Lewis Lane
Osterville
A= 139-094
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TOWN OF BARNSTABLE
LOCATION 3o L-evs,S L,N `SEWAGE# 20 357I J
" VILLAGE O ASSESSOR'S MAP&PARCEL
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W':�.iIN§TALLER'S NAME&PHONE NO. ,'c1c.5
SEPTIC TANK CAPACITY ) S®0
LEACHING FACILITY:(type) S�&4 CV\ hl-fm (size) Sx 12.9-3>(2--
NO.OF BEDROOMS (a'.
OWNER
PERMIT DATE.-, COMPLIANCE DATE: J /'q'
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility C�X w` C 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�,j Od—Ck. J
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J No. ;to a - 3 FI Fee
THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftpliLAtion for bisposal *pstrm Construction Permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) )Complete System ❑Individual Components
Location Address or Lot No. .d be vj,1 re O S _ Owner's Name,Address,and Tel.No.
Assessor's.Map/Parcel 13 C1-U
Installer's Nam A�essd T�1.N��o. Designer's Name,Address,and Tel.No.
VG
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 0 gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title Size of Septic Tank ✓1
d Type of S.A.S. 'uv s �w, C
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) X*jtykt,� tfAA2k ► x
f�tic e .,C2c�
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.
Date If/.
Application Approved by _ ta Date11
Application Disapproved by Date
for the,following reasons
Permit No. a. /2 — 3 ;j Date Issued ( /
�A'+-� •MM � x•�'. � '�:.." tee' ',M _
U 11�_! XY
^' f FeeNo. U ( JP Entered in c omputer:
- THE eOSSACHUSETTS PUBLIC\.HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
-pptication for Disposal 6pstetn construction Permit
Application for a,Permit to Construct Repair( ) Upgrade(") ~Abandon( ) omplete System ❑Individual Components
Location Address or Lot No. d L y f A t 0 f . T Owner's�Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name Address,and Tel.No. Designer's Name,Address,and Tel.No.
�WG U/.>r MJAS �
Type of Building: r_
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
i,
Other Type of Building No.of Persons Showers( ) Cafeteria( ) 3'
Other Fixtures
Design Flow(min.required) �� [� gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank ��41 Type of S.A.S. r Vd �� //„ ���_L.,
.� Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
r.3c Cc
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.
S n d Date //
Application Approved by Date i z
Application Disapproved by Date
for the following reasons
i
Permit No. / — �/ Date Issued I I I
J
__- -- ------------------------------------.----.------.----------------------------
f r TH E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CfB TI Y,that
the On-sit Sewage Disposal system Constructed(� Repaired( ) Upgraded( )
Abandoned( )by I L�(�_II�(�(�[A /�/
at ? u L P w,Ir L4 ,2 'L has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No._;;z,a 17 ?r dated 2 /1)
Installer�j 11� �nrC_ Designer /
#bedrooms " 1 Approved design flow (p „/ gpd
The issuance of this permit shal of 'e co trued as a guarantee that the system 411 function as designed./V/�
Date 41 Inspector
---------------------------------------------------------:---- :--------:--------------------------V-------- - - ---------------- "
No. •Zr� !� — 3_0 Fee /
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE;MASSACHUSETTS -
Disposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at Z� p 1 , J�e o
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 ust be completed within three years of the date of this permit
/
Date / J._ Approved by � '' l�L
-
Town of Barnstable
Regulatory Services
Richard V.,&ali,Interim Director
BARNMMMA
NAM _ Pahlic``Health Division
. ` •
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office. 508-862A644 Fax: 508-790-6304
Inftaller&Designer Certification Farm
i
Date: Sewage Permit#- )Assessorss Map1)r°arcel�`-A
Designer Installer:9 AND
Address: 42l,A�1 URY b S ATE ddress: ,Q Cy IV j I
EAST i E`i1LMO17H,LIAS,9ACHi15 G I
On d/ �l was issued a permit to instal)a.
(instal er�
septic system at e, tips •L, ,,,,y .• to cl based on a design drawn by
(dress)
wA, dated s_y<�rpj-ri , d;
(d leer)
zo I certify that the septic system referenced above wigs installed substantially according to
the design,which may include`minor•approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out'(if required) was inspected and the soils
were found satisfactory. i
1
.. 4..M i.,4 y
I certify that the septic system referenced above was"insstalled with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component•
of the septic system)but in accordance with State&Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system.referenced above was ompliance with the s
of the RA approval letters(if applicable)
aLCISiJ-n
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MASON
taller s ignature)
ItlR.tOS6 YlE
p9►Va.37559 I
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esigner s SignatureIq
er s Stamp Here V I!Y v
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOTBE LSSUED UNTIL BOTH THIS FORM AND AS
BUILT CARD t RECEIVED BY THE BARNSTABLEPUBLIC HEAL'(CH DIVISION. -
TINN—K YOU.
Q:[SeptieNNSIUM Certification Form Rev 8-14-13.doc
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endowed 02107101. _ Wlanno
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CCB�o firm o!FametaNa deroby carNry
Net Ne netle at approml N tdty ZOND✓C DLTIRICT. RC
,( plea dy Ne PJem(gq Boefd des
R=1358 _ _ Dam+xafved end.voaldad et ebJe RUROM SETBACXS•
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NCofwd d oh na tsoaty Jaya .SIDS k RSAR-10
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al setd aatlea�������� OVERLAY DLSTRICT,
>>i l��`F1L?Jn/..<"�..... RESOURCE PROTECTION k AP
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lb--117 Lot M O• N/p
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RETERBNCR OwNBRSI !OX LOT AM-43560 eq.14
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TV BE ,@ MP 116 PARCEL V-r g P ".LOT FRONfA080=PO'
'�y1 "D ABIIOPBp MAP 113 PARCEL 34
OfO,/POtPi(f \re• `9T / � LOTS BC R BD O 9OTAL 9UBDJVLStON AREA•a 84,98P aq.IL
I MJ=N LW - P.18 ACRES
s�ANDi1rcN(�A eAW s ALK
TOTAL MUM AREA-3012 aq.ft.
JP FAD. ' 0.7 ACRES
1 $ MAP 115 PARCEL 29
YYITAL ROADWAY AREA'=14428 eq.ft
OP9 ACR85
R j B 1NA 0iomea g0�40ryp OTAs/ltlld ,\ b M L89LS LANK NA$9N!R. TOTAL NO.OF L025-3
YOM RMMVBD �OSTRR MA
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Parcel 75-3 n� oo r3�gqgPgcN��M
$ �:: :l1 �WCCOO�WALK _ �ARKERBRDAD LA3TIUT
CB FND N/F 9 �SSa 11
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rl8 �r LOT`'3E
24 A mul.we Fo ,17 Lae 3B
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APProm ea,Jne AeaN CBPNB P$Plvteplt vp,P,.ad
TOWN OF BARNSTABLE PLANNING BOARD
�"1 m De!lDiGve SubdlvBlvfi Pleb of Land In
Dataafl�a,�aPs-at-DaData.�aada-�-off °im2
� � za�.te zsao �stQtiea
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Tt' CB FND Pyrmarly Percel PS_ - - -- °Q1^ --.°t---=°�J4 Date:APIR 14 20OR Scalo.•r•=40•
Vl, - 076 prone d
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Note:herowfN' aaMJeafde eeo ��''uJt q NE GRAPHIC SCALE.:ID�aNl mWobend L.L9-AL f OB 0/OP Pde 8wN Revblom -
t a N0. DATE DESCRIPTION BY
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Town of Barnstable Geographic Information System October 24, 2012
116073 140001 140005
#27 #18 #61
116074
#296
110203
116072
#1 5 140006
5
r" 116075001
rt#304
139091
#36
Y 139017
} 139018 #227
#35
139094
30
116075003 #
=t#320
115023
#31
4
115032
#340
DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:139 Parcel:094 N
boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel
1'=100'may not meet established map accuracy standards. The parcel lines on this map Owner:INDESIGN,LLC Total Assessed Value:$709800
are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%SPALDING,MICHAEL 8 ELYSE Acreage:0.73 acres Abutters Y51 E
boundaries and do not represent accurate relationships to physical features on the map Location:30 LEWIS LANE
such as building locations. Buffer
Aerial Photos Taken July 10,2009
Town of Barnstable P# �
• oar ,
Departinent of Regulatory Services
Public Health Division Date Is k s.-1.
i63 200 Main S et,H..anOis MA 02601
�o
Date.Scheduled Time Fee Pd.
Soil Suitability Assessment for Sewage Disposal
Performed By: l� pYLr Witnessed By:
LOCATION&.GENERAL INFORMATION
Location Address 34`�L���g ��r✓. Owner's Name �I.ti r7tc��i�,(�
0>yt �C mvt'L— Address �4 H�y-Yk l( T+'►p
Assessor's Map/Parcel: 13°�-'.,q Engineer's Name
NEW CONSTRUCTION REPAIR Telephone# p 1& p
Land Use S, Slopes(%)rf9 S-f A►z. Surface Stones 'F�mLlzk r��.,_.
Distances from: Open Water Body-,>- too ft Possible Wet Area I oa` ft Drinking Water Well 1�c.4.. ft
Drainage Way o ft Property Line X i a r ft Other ft
SKETCH:.(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes)
4.
+ +'fPz.
TP r'r 3
-
r Lo'(. 3�. .
Parent material(geologic) Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: N AN . Weeping from Pit Face ,1•+{/sue
Estimated Seasonal High Groundwater 1.1 o C4 1&4A4f4---1L *X-Qt,tom( dt•t4`;7
DETERMINATION FOR SEASONAL HIGH WATER TAELE
Method Used-
Depth Obs rved standing in obs.hole: —in.In. Depth to sell mottles: In.
Depth to weeping from side of obs.hole: - —In. Groundwater Adjustment
Index Well# Reading Date: Index Well level ._., Adj.factor Adj.Groundwater Level
PERCOLATION.TESL' _ . Date z . ,11 TIM0
Observation
Hole# _� Time at 9"
Depth of Perc 48 �_- Time at 6"
Start Pre-soak Time @ to:Ju In i a_ 'time(9
End Pre-soak •0'VS to 73
f..aof ah�r�-r'o S�-i'tstt.A'�� •
Rate MinJlnch
Site Suitability Assessmen Site Passed- Site Failed: Additional Testing Needed(YIN)
Original: Public Health Di ' 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:ISEPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Ot
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
i ten w.%'Gravel)
. �-�'" � St. t e4(eL 'slZ t...l Loosr"� Fr�•.-E C.o e°rPS}
4�- zQa`r -36 ua .L S
1Zot` C.i- ''� - My t•-,��4 1` L L®c3t3
4 act Wr-cmx:. ,� s
DEEP-OBSERVATION HOLE LOG Hole# z
Depth from _. Soil.Horizon. Soil Texture Soil Colon. J Soil F- Other
Surface(in.) (USDA) (Munsell) Mottling_ -(Structure,Stones,Boulders.
Consistency.%Grave
her
° ( o0Ci<-., F'tr_ Gory
o q rL
- \a Y. Lo t7r�7a.t
3 4` (Yu (�, {-✓\rip.Sit tYf z•eY V (t
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
of rz Awt4u L-u rz—
L11 4 ti D 1r
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones'.Boulders.
Consistency.
, cct�tu,+t,.ratZ_
<<_ 3 ! w Ly \D M I'A- GAtr trd�r
L t3txr�`+-
�6 - [ZDt`
ox- i+
Flood Insurance Rate May:
Above 500 year flood boundary No— (fes:�4
Within 500 year boundary No= Yes
Within 100 year flood boundary No.,.•._ Yes -
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 3 S (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expend a and experience described in 310 CNM 15.017.
Signature — �t Date
Q.\SEVnC FRCFORM.DOC
No. s Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Z[pprication for Mi!5pogar *patent Construction Permit
Application for a Permit to Construct(vloRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. n.�' 7j� ti � �y Owner's Name,Address and Tel.No.
T�-lis7- t!,C
Assessor's Map/Parcel X-4A.,& 44t,
11 t
Installer's Name,Address,and Tel.No. Designer's Na me, N
u�'�� TJ �'. oDOYLE & ASSOC.
6`2/C6., ,W- 72rZ1,* 42 Canterbury Lane
East Falmouth, MA 02536
Type of B ' ding:
well' No.of Bedrooms Lot Size�'t sq.ft. Garbage Grinder( )
t er Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow dl. gallons per day. Calculated daily flow -AAD gallons.
Plan Date M4-J Nu r of sheets Revision Date
Title u_ ,
Size of Septic Tank " Type of S.A.S. C. AMY3r V l mmU44A
Description of Soil SF c
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the constr ton d maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environ ental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed el Date Application Approved b _ Date 15-: 2 !2 ?
Application Disapproved for the following reasons
Permit No.Fzl?y/' -3 1`l-3 a Issued -Z:�
- - —————————————---—— - ———
THE COMMONWEALT11 OF MASSA USETTS
BARNSTABLE, MAS ACHUSETTS
Certiftcate of (C-otn riance
THIS IS TO TRTIFY,that the On-site Sewage Disposal stem Constructed( )Repaired( )Up aded( )
Abandoned�( )by G//gGe (� .�
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Pe t t�lfl � dated - 2r
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system ill I n as designed.
Date Inspector
No.���f`y �/•�� —-- -————Fee ✓��.—� ——THE COMMONWEALTH OF MASSACHUS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Migpool *pgtent Construction er
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at 4-0/ .9,6 _=-a
c
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:Construction must be completed within three years of the date of this permit.
Date: Approved by
No. !/IJ/"! �- r: .—...,,. Fee
THE COMMONWEALTH OF MASSACHUSET' S Entered in computer: `
Yes
" PUBLIC HEALTH DIVISION -TOWN OF BAR NSTABLE,.MASSACHUSETTS
Application4or Mis�pozal *pgtem Construction Vermit :
Application for a Permit to Construct(vj_-Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. L�-f' 3$ i-`y���a Owner's Name,Address and Tel.No.
..10/e'•��ei'
D 11 _Gr_
1 S iLV ;
' Assessor's Map/Parcel cel t ��/•sue/�/�%�''�-• G/�. .
z
r Installer's Name,Address,and Tel.No. Designer's Nam L N
`-- � ����: �50YLE & ASSOC.
DZ�? 42 -cantel�bur'-Y Lane
_—sc/pI 4O. East FalmouLth,,.MA,02536�
Type of BuiUins:
well' No.of Bedrooms Lot Size "31 L sq. ft. Garbage Grinder( )
ther Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow dLA gallons per day. Calculated daily flow -44D gallons.
Plan Date t`r1d-�f 14 Z00 1 NuaiWr of sheets I 'Revision Date
Title S+'r-- L-4 0E— �D\Z Tt ,;� w1.1,D
Size of Septic Tank a. Lv uS Type of S.A.S. GMAT 1S9 A 1 rLi-laC=
Description of Soil ySt=F S n �� w "FN9 t- L�
r
F
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the con�the
ion d maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of Environ ental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed: d, ,i Date �.-�
Application Approved b i` -'' 'V Date e. d ry 2L"
Application Disapproved for the-following reasons
Permit No./FZ-XA1" 9 l a Issued
THE COMMONWEALT OF MASSA .HUSETTS 0
BARNSTABLE, MAS .ACHUSETTS
F
Certificate of Coto riance
THIS IS TO fERTIFY, that the On-site Sewage Disposal stem Constructed( )Repaired( ) aded( )
Abandoned,( )by EGI?GC,Q07"r1#6 ,$ � ..R' Up
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Pet�nit/ ,Zj4/—2/1 dated,!�� Z� , Z"/
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system it c Ion as designed.
Date Inspector
Fee
THE COMMONWEALTH OF MASSACHUS57S----____
PUBLIC HEALTH DIVISION - BARNSTABLE, MASS CHUSETTS
xigozal *potem Construction Ver "
Permission is hereby ranted to Construct( )Repair S )Upgrade( )Abandon c
System located at %
:q/ 1- i
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:Construction must be completed within three years of the date of this permit.
Date: Approved by
y
s
IV, 7
I
TOP FOUND. EL. 33•S 3�" 1Ara� GbvGR. lS.(ecL S�s�E� C��o�^poHYS -- ---i
WATER TIGHT COVERi Ink
\
INV. EL Total Trench Length _�•
•,2' LEVEL----- „
FLOW LINE— , ti (~-- �I 3/4 - 1--1/2" Washed Crushed Stone 2 of 1,'B" - 1/2" Peestone —_ \
1411 INV. E.L 3o.p
--
--10' MIN. 48 UOUID DFPTM MMp
INV. EL. -- -'9 In V El. Zg o,
—_- --- - INV.
- EL.
c o 00 0 0 0 o N
INV. EL. 0 .3 e — z -
El. '�, o
-. No. of Trenches I T
-� - Trench ridth -
I
�"_•!.•, - a -- -- No. of 500 Callon Precast Chambers 3 5• 3 4" 1 2" Washed Crushed Stone -=-
-Z
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANV PRECAST REINFORCED CONCRETE 314" - 1-1,/,2" Washed Crushed Stone
PROI'i S t1• S TRENCH SECTION
DISTRIBUTION BOX EZ ZZ'o
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) INSTALL ON A LEVEL BASE 1
TEES SHALL. BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM WALL THICKNESS = 2' R. Ae�• 11�yN�11a�t(L10.01
SHALL EXTEND A MINIMUM OF 6 ABOVE THE FLOW LINE ---- l -- - - - — -
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE MINIMUM INSIDE DIMENSION = 12"
33 ems. ea
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT
OUTLET INVERTS SHALLEACH
6i e, ;mG \e P'e^"1
H BE EQUAL TO A `� �`l Awe
MAN OLE. E CH
OTHER AND AT 2" MINIMUM BELOW INLET INVERT. ��7 h e
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2' NOR 10
a° " S
MORE THAN 3` ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX `v�,.
La - "4e \
OUTLET PIPE. SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
\ 31,6171-sq.ft. Total Area -
THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. 30,1B2fsq.ft. Upland .i
p
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE 89 Co fbad f
BL INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE �� 1,435�Sq.ft. wetland33.
ON A LEVEL STAKE BASE THAT HAS BEEN MECHANICALLY AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE 32 E
COMPACTED AND ON TO CH SIX INCHES OF CRUSHED STONE
WHI LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVf_'TS ARE OF Datum: NGVD
HAS BIEEN PLACED TO ENSURE STABILITY AND TO PREVENT EQUAL ELEVATION.
SETTLING. ---S.A.S. Trench l "mac°
AVE A MINIMUM COVER OF 9'.
SEPTIC TANK SHALL H
Wianno ; .
0' MANHOLES WITH READILY REMOVABLE IMPERMEABLE \ lop,
THREE 2 M C�
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS `
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND 74
OUTLET TEES '�J ✓� 1�` ProposedTHE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. ��• \�� Driveway `�N. LO G• TJ.� MAP
\�
21
\ `GENERAL CONSTRUCTION NOTES o
50 o 1� ti
o TONING DI,S7RIC,T. RC
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 0 _ _ _
AND THE TOWN OF 'S�p �A�.�_ RULES AND REGULATIONS FOR tiljPole/ 5� A 33
F SEWAGE. � � �� � �
SUBSURFACE DISPOSAL 0 �+
THE SUBSU `r 'R Proposed Dwelling BZ.rILDl�'1rG SF'TBACKS.'
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS sad ; - �" IRON'I' 20 '
21 �\
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
pr�p°1 � \ 32 SIDE, & REAR -10'
OL�3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' -
1500 � \ ' ' l
OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN r� gallon Tank
31 3 v� 0 I�'RLA Y DISTRICT.• AP
10' OF DRIVES OR PARKING UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ----- rn_
SITE UTILITIES PRIOR TO ANY EXCAVATION. \ O�
DESIGN DATA: -- \ - 30 a'� I'I'.CIA 70.NF C �� ��X
Proposed � � Y� oF�
5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. .Stave Bales
?in
STRUCTURE !� -� � STEPHENTYpE N0. BEDROOMS GARBAGE DISPOSAL 30 _ ley ASSESSORS DATA: , J.
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE - -' DOYLE '^
MORTARED IN PLACE. DESIGN FLOW A, �,uD 'jt> ... _^ ___-__
-- 2 9 r _ - ' - 2 MAP 11� PARCEL 34 �. '�. ! �. 3I5�9
------ ----- - r!f E t FE$S10
CEO
?. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. _ _ __-______ - _ - a' f s+OIa�E qN S vE
28 ,
o+ 27
SEPTIC TANK 1wccLpC26
—
27 . - , , ' Site Plan of Laiid In
LEACHING FACILITY - LSF: S,o c Tu�x���itL--C.Ai�Ai•nt�.T P i � � � � � ' " 25 Os t er vlll e, Ma SS'a C.�2 use t Iss,Dr- ' ��•Z �SZ� z•S�ZZ.S xt - �f�� l' d�� 26 �4 ------- - - - ----- --
z
SOIL OBSERVATION DATA: _ n 2`3
r ►z•L Y S-T Prepared For.
109 22
�_�— n� - - ' � - , ' _ , \ v 21 John � roca cclrio
,25 100 Buffer � � - _
TEST DATE _ _ z- l(v-y\ ----- -- - \ - " _ _ - ' - _
,�'` 120 Scale: 1" 20' Date. May 14, 2001
EVALUATOR
SOIL- —�r�> _n_TY� 15'L1�� 24 _ - _ _ ' ' _ _ _ _ - - J - - _ ' ' - `, 19 �o
' Prepared By.
AGENT _ ��]aba�N�-- � , - - _ _ _ ' " �i Stephen J. Doyle And Associates
,23- - _ _ _ _ _ _ 1 4,2 Canterbury Lane, E. Falmouth, MA 02,536
EXCAVATOR 1�y�1�y _' ; - - - - - - - _ _ _ - -_ - - - ,- _- - - _
_ _ ; �1 Telephone: 50B/540-,2534
PERC/RATE -- - 221 - - - - - - - - _ - - - - - - - - - - � 1 - --- - -
- _ _ _ -_ -_ - - - - - J, 1e vision BZoc �
GRAPHIC SCALE "_ " -___- __-____ _ `.``� 1 ------ - --- —
_ 12
�EL, sz.S'� �,i 20 0 10 20 40 so . - - - - - - - - — - - - _ - - - - - - �- „' 11 cfl
jt1�� oo l onM� j �000 L°p Z n - - - - - -- - - - - _ - ' _ _ - - - - - \ 10 - -
IN FEETt$ `�
I inch - 20 ft_ 6 B _ _ - - - - - - - - n --
T'lcJ 4 �' -eC info 7 654--- - --
L� --- 6 NO. DATE DESCRIPTION B Y
(Pond El. 3.6) - _ ` .� 5
_ Aq�� 4
1�T aJ C' .�� P O N-7C�
�T r7-► 7- � T T�I�- A T SYSTEM DESIGN DATA:
S �C S 1 .EM _RH®F1 L� !V T E �'�` 1 V . T. S. SIX BEDROOMS = 6 x 110 GPD = 660 GPD REQ. FLOW
USE CHAMBER TRENCH 12.83'W x 50.5'L x 2' EFF. DEPTH L CUS �o East
TOP DWELLING FOUNDATION EL. 33.5'f 4" PVC IP WITH SCREW TYPE CAP USE CHARCOAL VENT 38" ABOVE GRADE SIDE WALL: [50.5+50.5+12.83+12.83] x 2.0 = 253 SF �'e Bay Rd
WITHIN 3" OF FIN. GRADE BOTTOM: 12.83 x 50.5 = 647 SF Poeck
FINISHED GRADE EL. 32.8"t 900 x 0.74 = 666 GPD TOTAL DESIGN FLOW PROVIDED
" s.� 1/8" TO 1 2" DOUBLE WASHED STONE 0 3" THICK 0 GEOTEXTILE FABRIC +1 C at
INV. EL. - FINISHED GRADE EL. 32.2't NO GARBAGE DISPOSAL ALLOWED
� Lake
RISER MINV.
FINISHED GRADE EL. 32.2't r ter°ub 3 e
30.54' „ „ EL 31J'f �(BOTH INVERTS OUT)
MIN ODIA. MIN.ODIA. I--- 8.5' `.) RISE I
coao 000 15' NO BRK/OUT-- , e
5
INV. EL. INV. EL.I EL. INV. EL. a' . e - _ -_- - • a 26.3T ' 2.83 29.74' 29.49' 28.37' ,. „ g„BAFFLE 8.92 8„ 3/4 - 1 1/2 34 a:
(BOTH INVERTS IN) Liquid Level 48
6" BED OF 3 4" STONE DOUBLE WASHED STONE d o Q ; p• • 24
U A FC
48 48"
6" BED OF 3 4" STONE PROPOSED DIST. BOX PROPOSED CHAMBER TRENCH o 5$"
�' L_OC S M
PROPOSED 1500 GALLON TANK NUMBER of TRENCHES = ONE
PRECAST DISTRIBUTION BOX NOTES: NUMBER of UNITS = FIVE
STABLE AND COMPACTED BASE BOTTOM OF TEST PIT EL. 21.3' PROPOSED LEACH TRENCH-END VIEW
INSTALL ON A LEVEL, NO GROUND WATER OR REDOXAMORPHIC
MINIMUM WALL THICKNESS = 2 FEATURES ENCOUNTERED INSTALL FIVE 500 GALLON UNITS
SEPTIC TANK NOTES: MINIMUM INSIDE DIM. = 12" REMOVE ALL UNSUITABLE MATERIAL FIVE FEET WITH FOUR FEET OF DOUBLE WASHED STONE
OUTLET INVERTS SHALL BE EQUAL TO EACH AROUND THE S.A.S. DOWN TO THE C HORIZON AT SIDES AND AT EACH END
TANK CAPACITY: OTHER AND AT 2" MINIMUM BELOW INLET INVERT. AND REPLACE WITH CLEAN COURSE SAND PER S�
REQUIRED-660 @ 200% 310 CMR 15.255 - AS REQUIRED. LOT 3D Q.
PROVIDED-1500 GALLONS � ,,�� ASS. MAP 139 PAR. 94
INSTALL ON A LEVEL, STABLE AND COMPACTED BASE A"D � #30 LEWIS LANE
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND 31,331t S.F.
A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON
THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE / 32s >^ PROPOSED 100% SAS RESERVE
CLEAN-OUT MANHOLE. x 32.8'
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE �'
THAN 3" ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. ` �
X • •.,�• .•�� ,; / \ S35 12 26"E
THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. ` a 32'8 •� '/ 94.70'
�
ALL AT GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS
�TP
~ � � \ 1 Tp••••. .•' � VENT
\ �'�. �•�'� i dopo SOIL STRIP-OUT AREA
\ W ..._ -3.
r
PROPOSED r \l� 50OPO xED2SAS CH.83' x MBER`IDE NCH
DRIVE r�
GENERAL NOTES: O ASSESSORS MAP 139 PARCEL 94
32 � r ` / �r r r
r r 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP AND PROPOSED 1500 GALLON TANK � REFERENCE DEED: 26480-342
``�• / r / r
THE TOWN OF BARNSTAB�LE RULES AND REGULATIONS FOR THE SUBSURFACE REFERENCE PLAN: 574--100
DISPOSAL OF SEWAGE. PLAN LEGEND
0 \ B BM: TOP CB FNO.
2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" r \ ELEV. 32.8 @-:ZONING DISTRICT: RC
OF FINISHED GRADE. 1� DATUM: ASSIGNED
2a ' EXISTING CONTOUR � � b rr � \ �/ � -OVERLAY DISTRICT: AP
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF c,� r O
WITHSTANDING H-10 LOADING UNLESS OTHERWISE NOTED. r'• -' �' o <'� U LOCUS NOT IN A FLOOD HAZARD ZONE
4. THE EXCAVATOR CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION 70, � � a
/ 3p PROPOSED CONTOUR � ,,,� 'o•. �ti ° G� PROPOSED LOT COVER BY
OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR sz �o DWELLING & GARAGE = 16.1%
ALL MATTERS RELATING TO ELECTRIC .AND/OR GAS EASEMENTS. TP
n• F SRO 'w. s
5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. �(4• DIA. UNLESS OTHERWISE NOTED) 0 SOIL PIT / �OQ/P�� \/ c,Q� O PROPOSED LOT COVER BY TIMBER
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE Q GPg � � � STAIRS AND WALKWAY 1.3%
MORTARED IN PLACE.
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. WETLAND FLAG \,�.�`G �+ Q WETLAND FLAGS BY AECOM
8. THIS PLAN HAS BEEN PREPARED FOR SEPTIC SYSTEM DESIGN
AND NOT INTENDED FOR ANY OTHER PURPOSE. " ,
32.8 EXISTING SPOT GRADE
9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE
AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 30
10. ALL COMPONENTS SMALL BE MARKED WITH MAGNETIC TAPE OR -W --- PROPOSED WATER LINE '~- 1� W - • 100 .ETL,AND BUFFER
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
11. WHERE WATER SERVICE IS LOCATED CLOSER THAN 10 FEET FROM
SEWAGE COMPONENTS, SERVICE LINE SHALL BE SLEEVED IN PVC.
12. EXISTING SYSTEM COMPONENTS - IF ANY - SHALL BE ABANDONED PER
TITLE 5 REQUIREMENTS.
0.
U ____
U o NN
\.o - 450' WETLAND BUFFER
-26- _ ,y,,�,.,,._._._.�._._.._...�
PROPOSED 4x4 �'"�� SITE AND SEPTIC PLAN
U TIMER POST ON �.�•"' \ REMOVE EXISTING/
8" L CONCRETE FOOTING 1 ,>j TIMBER_§5n- _ ��Q� c�! v PREPARED FOR
o¢POE r -24 =� _- I \Ar Co
U PROPOSED 4' WIDE s� #
`�8�/ � 0 L_E W I S L_ A N E
TIMBER STAIRS ,-- OSTERVILLE, MASSACHUSETTS
AND LANDINGS 16,
EXISTING POND 22 '- /�
SOIL DATA: _ _ __ - _ _ _ DATE: SEPTEMBER 5, 2012
TES
T DATE: 0 EVALUATOR: STEPHEN DOYLE
APPROVAL DATE 03-95 WITNESSED BY: DON DESMARAIS RS PROPOSED STAIRWAY PROFILE VIEW
a
PERC RATE <2 MIN/INCH SCALE: 1 = 10 UPLAND -UPO-�
. �� BVW2 - __ WL PIT- SOIL PIT \
P# 13396 ra
\ 0 20' 40'
BVW3 � - BVWS ^BY" 3 W7
TP 1 TP 2 TP 3 TP 4 BVW1 B - 17W19`- SCALE: 1" = 20'
PERC RATE <2 MA PERC RATE <2 M/I PERC RATE <2 M/1 PERC RATE <2 M/1 WATER LINE LOCATION 8
BY SUR
„ EL. 32.2' EL. 32.0 „ EL. 31.4' 1, EL. 31.3' VEY 04-07..12
0 WqR BVW10r
O 0 - 0 -- 4 2'
A SL 10YR 3/2 ��� SL 10YR 3/2 �» SL 10YR 3/2 A �� SL 1oYR 3/2
4 B B B 4 NECK �P��%A OFaggss
BW LS 1OYR 5/6 W LS 1OYR 5/6 W LS 1OYR 5/6 W LS 1OYR 5/6 P
28 EL. 29.87' 34 EL. 29.17' 36 EL. 28.4' 34 EL. 28.47' o ND � DAVID 9C
" " B. . PLAN REVISIONS:
g MASON m
9 No.1066 O
PERC 0 48" PERC 0 48"
C MED. C MED. C MED. C MED. sq
SAND 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 SAND SAND SAND 1 10/20/12 DRIVEWAY, SAS
NO. DATE REVISIONS
►►►lXAA
oF MASS
120" EL. 22.V 120'> EL. 22.0' 120" EL. 21.4' 120" EL. 21.3' E
= �FP G T
�S RF F
NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC = a
Qs�Ep"�N 'FEATURES ENCOUNTERED FEATURES ENCOUNTERED FEATURES ENCOUNTERED FEATURES ENCOUNTERED f •� STEPHEN DOYLE AND ASSOCIATES
• #W559�q : 42 CANTERBURY LANE
FEss`° ��Q EAST FALMOUTH, MASSACHUSETTS 02536
�►►� No SU?,*� � TELEPHONE: 508 540-2534
s jdsurvey0ool.com
J
1
k 17 X
m
MASTER BED PATIO
Qa01 CE LKS >
in oppofflu Iffy1
•
12'-7 1/2" 28
\ ® J) MEN
18'
g'
MASTER BATH
SINK
X 4 _
KITCHEN
NT
O INS LIVING/GREAT ROOM TO,
006
00
0
FIRST FLOOR
MASTER CLOSET LIVING SPACE
2565 SF
OVEN
I I
7'-10" 2_4" 7_5" 19, REF
} 10-71 6-9 1/2
ARCH ABOVE
PANTRY
m
12'-3 1/2"
asm�
OFFICE FAMILY FAMILY ROOM 'I
.�J*R
FOYER
}
61
3,-6„ 12'-7 1/2"
-3 1/2"
46' 10'
FRONT PORCH
X X
}'r
UP Z.
o
TWO CAR GARAGE
usx as
2 0 2. 9 2'
24'
8'
32'
SPALDING FIRST FLOOR Indesi gn LLC
30 Lewis Lane Osterville MA Scale 118" = 1'-0" DECEMBER 10, 2012
i
BATH -
O ❑ BEDROOM
� g' 3'-2 1/2"
� 1 61/2" o
wRa wc.�
® OO OFFICE/BEDROOM
w uei
21'-7 3/16" 7'-1 5/1 "
BEDROOM1-111 13'-2 11/I6" g' 4' g•_6•
DN
BATH 12'-3 1/2" BATH
FF
❑ —� SECOND FLOOR
o
BEDROOM 23'-9 5/16"
—11 5'-9 5/16" \
- aaR
34'-5 7/16"
.. 4'-6" 18'
FUTURE GARAGE SUfIE
390 SF
0
OPEN TO BELOW
6' L 6'
SPALDING SECOND FLOOR Indesi gn LLC
30 Lewis Lane Osterville MA Scale 1/8"= T-0" DECEMBER 10, 2012