HomeMy WebLinkAbout0020 SWIFT AVENUE - Health 20 SWIFT AVE%OSTERVILLE
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TOWN OF BARNSTABLE
LOCATION SEWAGE# 37-0
VILLAGE ( &PARCEL�)-o,v_:�, ASSESSOR'S
INSTALLER'S NAME&PHONE NO.��Y! .
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) V t�1 ize) r L f q x /
NO.OF BEDROOMS
OWNER
PERMIT DATE: //—/'—��,7 c, 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
7-0 sw �.
,
3� liq
4
No. a y Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
_�,�`
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftphration for Misposal 6pstem Construction Pefmit
Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon l-7 Complete System ❑Individual Components
Location Address or Lot No. 6 `j!,, Owner's Name,A dress,and T 1.No.
Assessor's Map/Parcel C. d 6 9
Installer's Name,A dress,and Tel. o. Designer's Nape,Address,and Tel.No.
11;vq K n rh ems;jJ �"�c7r11✓(E,`AS�e,
(billy �� �. s z 9y �- 3gY�
Type of Budding: Jf4 h5 Dwelling No.of Bedrooms Lot Size 29
4030 sq.ft. Garbage Grinder( )
Other Type of Building gai i g.+r� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided EY73 gpd
Plan Date J 11!® 202 C Number of shee Revision Date
Title 5%fie 9 l4K �rV P a 7
Size of Septic Tank l S`00 Type of S.A.S. l�(ew
Description of soil T 1-f-I
kL
Nature of Repairs or Alterations(Answer when applicable)
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 ace the system in operation until a Certificate of
Compliance has been issued by this Board of H /
Signed Date —ZDz�
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. �� j �� Date Issued
3, ' ' � .r rya • r P-. "."'y}:`'9 .
,v.,.,,. n rt /,
7. o. d / v �;10 Fee ,
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:I
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes `'J
ZWO[iration for Misposal *pstrm Construction Prltlit ,
Application for,a Permit to Construct(V)O"Repair( ) Upgrade( ) Abandon(1e)`°'®o plete System ❑Individual Components
Location Address or Lot No. 26 J
r- Owner's Name,Address and Tel.No.
* 0%4 (( btu(!-E. { �t s�
Assessors Map C,/Parcel f� > ,/o(0
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�s
/ .eft s -()„J � L,nj��C
Type of Building: i -t.:15 Dwelling No.of Bedrooms Y Lot Size 29,030 sq.ft. Garbage Grinder( )
Other Type of Building. No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)/��� gpd Design flow provided 'Y 7 3 ,` gpd
Plan Date / //�/ Zo'2 G` Number of sheets Revision Date
A'
Title }; .4e l7t��e, + r
Size of Septic Tank r )` 0 (~ /r..: Type of S.A.S. t=r ev J)i%-fTQJ-Pr,
Description of Soil T 111-f a_ Co r+�j...w�. ' 3` �f?. �„ p. ' r'. r ✓�. 3 1 3 2
Nature of Repairs or Alterations(Answer when applicable)'
,
Date last inspected: ` f h4�i
Agreement:
i
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 ��, � �11� Date '�f 1_2
Application Approved by --� X _ — Date
Application Disapproved by Date
for the following reasons
Permit No. J x' Date Issued — j
THE COMMONWEALTH OF MASSACHUSETTS
. BARNSTABLE,MASSACHUSETTS ;
• F
"Certificate of Compliance ,, W�
._
THIS IS TO CER.T-I-F�Y-„jhat the On
n--site Sewage Disposal system Constructed( ) (Repaired(t ) Cjpgraded.(� )
Abandoned( .)by - !C calf
at uv � {/ y t, /'v,// has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 702.v-11d dated 7
Installer Designer c��/,j/r,H . (,n (I I C-1iF/ t 4'
#bedrooms kt r
Approved design flow •� � gpd
The issuance of this permit s1hall not be construed as a guarantee that the system will—functionw desig
Date � / �,- Inspector
Fee
THE COMMONWEALTH OF MASSACHUSETTS ,
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem (Construction Vermit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( } Abandon( )
System located at �/O ��'. -r4 A V-+e-
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.
e
Provided:Construction must be completed within three years of the date of this permit.
Date ! �'� Approved by
Town of Barnstable
k Regulatory Services
,,
lit J,_ Richard V. Scali,Interim.director
i , f; 'urlic Health Dvoai
' Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fait. 508-790-6304
I s a ler�IDesi ner tCerti�icatlon�'oit°m
1/12/2021 Sewage Permit# 2020-370.� M Assessor's Mapftrcel 168/068
Designer: Sullivan Engineering&Consulting,lnn. Installer:
711 Main Street/PO Box 659
Address: Address: G S4
Osterville,MA 02668on -
1 it17/2oza
__ M» was issued a permit to install a
date r installer)
20 Swift Ave(Osterville)
septic system at rased on a design drawn by
(address) .
Sullivan Engineering&Consulting,'Inc. dated 11/10/2020
(dosig liir)
I certify that the septic system referenced above was 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 certify that the septic system referenced above was installed 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 s stem referenced above was constructed " fiance with the terms
of the l\_A app a1 letters (if-applicable)
a OFV.
t Y
S
t
(13th11eT'S slgrltlrr�) _�.�. IL
(Designer's Signature ., w »,
(Affix Ilesl r.'tanip Here)
PLEASE, RETURN TO -A_ STABLE PUI3LIU AI,'l k� T�I�tSItI]4. �ERT1(EIC�1'E
���`�l'/IPIJIANCE ��{YI,,I, .�1,. .T E ISSUEIA UNTIL, IB�TT� �'IIIS 1+®I�1l�I AIt'fl� ASm
�.I,�l, ,,,'I'±��.�,ti► ��,lyC�:)CJ�'ixEL"� )!3Y T1EIE)3AId1aTSTt�LE PU�Ia�+C HE�TF3(1313 ISI®1�1.
WSOPtickDosigner Certification Farm Rev 8-14-13.doe
Town of Barnstable
Regulatory Services
p�xtaresu. z Richard V. Scali, Interim Director
MASS Public Health Division
, + Thomas McKean,Director
2,00 Main Street,Hyannis,MA 02601
Office, 508-862-4644 Fax; 508-790-6304
t>astal er &Designer Certification Form'
Date, 1/12/2021 Sewage Permit# 2020-370 Assessor's MaplParcel 168/068
Designer Sullivan Engineering&Consulting, Inc. Installer: C l• I -�j��rr_,
Address: 711 Main Streei/PO Box 659 Address: C' }-
Osterville,MA 02655 -�
11/17/2020 �--�
On � was issued a permit to install a
(date) , (installer)
20 Swift Ave(Osterville)
septic system at based on a design drawn by
` (address) ,
Sullivan Engineering&Consulting, Inc. dated 11/10/2020
(designer
x I certify that the septic system,referenced above was 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 certify that the septic system referenced above was installed 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 constructed ' liance with the terms
of the IAA approval letters (if applicable) �.11A OF y ss
4
f LAND
(Installer's Signature) 5 tt Z
" ( esigner's Signature) (Affix D Stamp Here)
ELUASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF !CQMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS.
I T CARD ARE RECEIYE BY THE BARNSTABLE PUBLIC HEALTH DIVISION. -
]CROKYOU.
QASeptic\Designer Certification Form Rev 8-14-13.doc
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9/10/2020 ShowAsbuilt(1700x2800)
TOWN f,H3A'RNS'I A-BLE
LOt �� Sw �f AV? SEWAGEN 7y ��I�
VILLAGE 0312 y;IIf ASSESSOR'S MAP&LOT f&5-46 f?
INSTALLER'S NAME&PHONE NO. To�I^ Ali&0
SEPTIC TANK CAPACITY 15-00
LEACMNG FACUM:(type)1� •l7i.:"J'i (size)a'.0 X 1/0 L
NO.OF BEDROOMS If
BUS R OWNER f 4,4 13:, Z,,X -/;,5
PERMITDATE: 3-31-`k COMPLIANCE DATE: -/A-
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wedand and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=165068&sq=1 1/1
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NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only#.
CERTIFICATION OF SKETCH AND APPLICATION FOR A
DISPOSAL'WORKS CONSTRUCTION PERMIT (WITHOUT
ENGINEERED PLANS)
I, �Tvl,-1-1 hello' , hereby certify that the application_for disposal works
construction permit sighed by me dated '3 �3® � ' ,conceming the
property located at 2r� � �r�'f AvC ® wve meets all of the
following criteria:
There are no wetlands located within 00 feet of the proposed leaching facility
• There are no private wells within 150 feet of the proposed septic system
ASSESSORS MAP 140-2��
• There is no increase in flow and/or change in use proposed PARCEL NO: �� —}
• There are no variances requested or needed.
If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the
proposed leaching facility wil[uQi-be located less than fourteen(14)feet above the maximum adjusted
groundwater table elevation.
Please complete the.followings
A)Top of Ground Elevation(according to the Engineering Division O.LS:map)
B)Observed Groundwater Table Elevation(according.to Health Division well map) 5
SIGNED: DATE: 3
LICENSE)SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER
[Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
q:health folder:cert {
TOWN OF BARNSTABLE
5'w 1'9y-P SEWAGEA 0
16 V;..CAGE 05-�tery 11-e- ASSESSOR'S MAP & LOT
f�
INSTALLER'S NAME&PHONE NO. To�N A a' H o
SEPTIC TANK CAPACITY 1 5-a 0
LEACHING FACELrrY: (type)�h P,I—ArA fa j"S l (size) 02�p X !!'&V)( YO L
NO.OF BEDROOMS
[r>L DE OR OWNER /-"ti f f /.3A h A?2JV
�r�;p S
PERMTTDATE: 3` 31 COMPLIANCE DATE:T(�
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
A .
y yo y3�
v
TOWN OF BARNSTABLE
LCh A'I70►•T t,,,►-44 At,2- SEWAGE #
AGE 0.S'Mk V 1 L L.E ASSESSOR'S MAP&LOT
Lc'S NAME&PHONE NO. "��
SEPTIC TANK CAPACITY
i
LEACHING FACILITY: (type) L (size) �.
NO.OF BEDROOMS
Bu>1,DER OK OWNER) Le"zI pcGt-y �'Y
PRATE: 2 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
J• t'
Fee s (r
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
.PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01pphration for Mf5pogal 6pgtem Cougtrurtton Vertu
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. : Owner's Name,Address and Tel.No.
Assessor's Map/Parcel .� ��"i���/u�"
Installer's Name,Address,and Tel.No. >9 s$f Designer's Name,Address and Tel.No.
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 gallons per day. Calculated daily flow yd gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. cr _
I;Vti
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)�?d�c�c l @l �,,[S s B1�r✓l/4
Ya
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 t ' oar of Health.
Signed Date
Application Approved by : Date
Application Disapproved for the following reasons -- _- -
Permit No. 6or Date Issued -3—3 ?r
Fee ;
- ' THE COMMONWEALTH OF MASSACHUSETTS Entered'...computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS-
ZIppYication for Mi.5pogaf *pgtem Cori.5truction Permit
- Application for a Permit to Construct( )Repair(,, )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components"
Location Address or Lot No. / ( Owner's Name,Address and Tel.No. .9
Assessor's Map/Parcel T ��ltl
Installer's Name,A6ress,and o. Designer's Name,Address and Tel.No.
.,
Type of Building: �j � . /
Dwelling No.of Bedrooms `t Size 'sq.ft. Garbage Grinder(�)
Other Type of Building . Eto,�k No. of Persons.-•'' Showers( ) Cafeteria( )
Other Fixtures
Design Flow 'e1 Ybl y y
f v gallons per day. Calculated daily flow a gallons.
Plan Date r Number of sheets Revision Date
Title %U 2 dr_>
Size of Septic Tank Type of S.A.S.
Description of Soil
5`
/V
Nature of Repairs or Alterations(Answer when applicable) " 4,c S a v wi 71
I Ca- 0 S*�. 2/A p,CA .��H �i"l-tdu b rs 1"" ; e a® �'/d
Date last inspected: 4 - .
Agreement: is
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 th' oar of Health.'
Signed Date
Application Approvedby Date 3 J�
Application Disapproved'for the following reasons
Permit No. ~�" `-/ Date Issued
r THE,COMMONWEALTH OF MASSACHUSETTS
�BARNSTABLE, MASSACHUSETTS' , `
Certificate of Compliance
THIS IS TO CERTIFY, that-the On-site Sewage Disposal System Constructed( ) Repaired (-r-fU rad
Abandoned( )by TV Li H q
at Su,, t' v Pa 4010 v, has been constructed in acc r lance
with the provisions/of Title 5 and the for Disposal System Construction Permit No. `/fc dated -3 "3/-7
Installer_ ���hi� /�i Designer QU•u. -" - '
The issuance of this permit shall not be construed as a guarantee that the system will function-as desi��nened.
Date_ j _. gt Inspector � -
r
J
ep /
----------------------------------------
No. f/ Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Migpogaf *pgtem Contruction Permit
Permission,is hereby granted to Construct( )Re air( grade( '-}`Abandon( )
System located at 2 D
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/he'r duty to
comply with Title 5 and the following local provisions or special condiiions.
p
Provided: Construction must be completed within three years of the'date of this t.
by
Date: Approved `l -
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CONTINUOUS TYPICAL ROOF CONSTRUCTION I. - CONTINUOUS'
RIDGE VENT RIDGE VENT ..
ZXIZ RIDGE 40 YR.ARCHITECTURAL ABAIALT:.. _ _ .
SHINGLE COLOR TO MATCH pC18TING 2x12 RIDGE -..
OVER IS-BUILDING FELT
TYPICAL ROOF CONSTRUCTION 12 &VCR 1/]'COX PLYWOOD SHEATHING - I'
40 YR.ARCHITECTURAL ASPHALT 7 OVER ZXW RAFTERS•I{'O.G. c
SHINGLE COLOR TO MATCH LXIBTING -.... .... .. 12 IZ OVER
le.BUILDING FELT ZX4 HANGER. 1 ... .. -
OVER 1n'COX PLYWOOD SHEATHING 2x6 CEILING �7 - t I 2X6 CEILING
I JOISTS•16"o.c. - 'J��' JOISTS•1{'o.c
OVER Zff10 RAFTERS•4'D.C. R-50 INBUL. - ..r R-W INBUL.
PROPER VENT•SLOPED 1 _. -
INSULATED CEILINGS IvS STRAPPI I i -
I/Z'BLUE .u✓ - 1/2'BWfPBD.
CONTINUOS IGC 1 WATER SKIM COAT SKIM C04T• i.
WIELD e'-0'WIDE-MIN, WALLS 4 CE LING NEW - f WALL!4 CEILING 1 NEW "
SIMPSON HH 2.5 CLIPS R I MASTER I MASTER r
BEDROOM MEMBRANE ROOFI
S/4'T4G PLYW D GLUED B/4'rtG'R`i LUED /•6/4'T4G PLYWOOD GLUED BEDROOM '
GONTINUOUB SOFFIT VENT /' 1 NAIL I'.rl/TLi GWC
/ 1 NAILED W/JOISTS
400 GLUE I LdOR /NAILED W/PL4400 GWC '!
Zx10 FLOOR JOIB 6 1 Ii'o.e} @ TYPICAL WALL CONSTRUCTION ZxlO FLOOR JOISTS•li'
-lOWTB� li' NEW SIDING OVER
TYPICAL.WALL CONSTRUCTION fill _ - le•WILDING FELT OVER -
NEW BIDING OVER IXSCox
FPING _ - .._... 50 ING 2.4 STUDS
SHEATHING G✓CR
lex DUILDING FELT OVER 1/Z' WE BD. Ifi KRAFT FACED FIBCRGLABSIFN�
IVS TRAPPING T .
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BAT7 INBUL. T IN AR 5 I AREA i I LNJ/E�W� �y[�'
5/4'i TIG PLYWOOD GLUED L' I N " - N4'I TIG PLYWOOD GLUED.
1 NAILED'w/PL-400 GW! I I i ILCD w/WOOD GLUE
P.T.,ZXI,BET ON POL7 - �ZVIO FLOOR JOISTS•If e. I. P.T.ZXi BET ON POLY i, ZVIO FLOOR JOISTS•li'e. ' COSTING 2x4.FRAMING
FDAM SILL SEAL R-1'1 INBUL. •' FOAM BILL SEAL �R-19'INBUL -
2-05 RCBAR Z-4"fi REDAR EXISTING FLOOR FRAMING TO REMAIN •• .. - .
Top
BOTTOM
TOP 4 BOTTOM
/Z'ANCHOR DOLTS IE EXISTING WALKWAYNEED TO DE - 1/Z'ANCHOR BOLTS 1 - "
DRAWL ALLOW FOR NEW FRAMING HALL 114'�-o' MIN.BELOW
•4'-a D.C. •4'-a O.C. NEW CRAWL EXISTING
e' FOUNDATION WALLt� - _ 6'FOUNDATION WALL SPACE - I FOUNDATIONS GRADE ON CONT.CONC. -
SPAC
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coNCRere EDDYING CONCRETE FOISTING
Z'CONCRETE DUST COVER �r CONCRCTL DUET COVER'
i MIL POLY VAPOR BARRIER i MIL POLY VAPOR BARRIER
i'COMPACTED GRAVEL : _ i'COMPACTED GRAVEL
SECTION 1 SECTION 2
. CONTINUOUS'RIDGE VENT
/ RIDGE _ - • - r - -
- TYPICAL"ROOF CONSTRUCTION� Zxe WILDOVER FRAMING -
40 YR.ARCHITECTURAL ABPN4ALT -
SHINGLE COLOR TO MATCH EXISTING 10
OVER 4W WILDING FELT' -
• OVER I/Z'COX PLYWOOD WEAT14ING - �7.
OVER ZXIO RAFTERS•16'O.C. _ -
12 12 - - -
PROPER VENT•SLOPED 7� ZVO CEILING Q4 - -
INSULATED CEILINGS _ -
JOISTS•K'e.n.
- CONTINUOS ICE 1 WATER R-30 INBUL
• -, WIELD V-O'WIDE-MIN.
. SIMPSON W 2.6 CLIPS 1/2'BLUE D.
TYP.ON EACH RAFTER SKIM COA • -CONTINUOUS SOFFIT VENT I I WALLS{ ILING - I - - - • \ - -
i NEW MASTER
TYPICAL WALL CONSTRUCTION p \ -NEW SIDING OVER �AT�I-I :7�EDROOM
156 BUILDING FELT OVER I 6/4'TV PLYWOOD GLUED
VZ'CDx PLYWOOD WEATWING OVER I /NAILED ud PL-400 GL�lE' SECTION •4 -
2V4 STUDS•16'O.C. I I 2XIO FLOOR JOISTS• li o.o.
R-15 KRAFT FACED FIBERGLASS - \
IVS STRAPPING FLUSH FRAME - - - - .. • .
Z,ZXIO'c SKIM COAT• Sri`v WI'P M y ..
WALLS 1 CEILING -
E AS N CN N
P.T.ZXi BET ON POLY FOAM ARE
BILL SEAL e/4'T4G PLYWOOD GLUED A -
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1LED w/FL-00 GW n EXISTING 7v4 FRAMING' 'II"MI _ -
2AC FLOOR JOI6 8•Il 'P.T.ZXB'o•K'es. R-19 INBUL. .c. - - 4
EXISTING FLOOR FRAMING TO REMAIN ' 4 x .
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rr
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6'FOUNDATION WALL - FDUNDATION i GRADFOCITIE ON Cam.�. 1 ' a'P a
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CONCRETE FOOTING
\ Y CONCRETE DUST COVER
.. \ :.MIL POLY VAPOR BARRIER " • • .o. - .. .
`i'COMPACTED GRAVEL
t G .\ - -
SECTION 9
57AIR DETAIL
1 •
t•
PERC TEST: 20-228
PERFORMED BY:JOHN O'DEA,PE- SULLIVAN ENGINEERING DIRECTIONS:
&CONSULTING,INC. From Hyannis - Follow Main Street to the West End
SOIL EVALUATOR NO.2911 Rotary, Take third exit onto Scudder Ave. Turn right onto
WITIVESSEDBY.DAVID STANTON,R.S. -TOWN OFBARNSTABLE smith street at the stop sign. Continue on to Croigville
OCTOBER29,2020 Beach Road and left onto South Main Street. Continue over
the bridge to Osterville onto Main St and turn right onto
Swift Avenue #20 is is the first house on the right.
°' SITE PASSED
% I
Ks;;
TEST HOLE - 1 EL.48.3 TEST HOLE - 2 EL. 48.5
. . . .
. .
.'LOAM. a;OAM: : : : . .. . :
8„ 47.7 8" 47.8
l B LAYER i0YB.6/6. . . . . . . . . . . . B LAYER.IOYR.6/.6.
Sss•04 : ::: : . :BRowlvls�I YEi io v: a3RQWIVISH TL rLOW. : . : LOCATION MAP
9.304,40. 34' L.OAMYSAND 4ss 34' LOAMYSAND. . . . . . . . . . . . . 45.7 (1 -2000±)
C LAYER 2.5YR 614 PERC TEST
/ LIGHT YELLOWISH BROWN 25 GALLONS GONE IN 7 M[N 30 SEC. ZONE:
R= 132- MEDIUM SAND 37.3 PERC RATE<2 MININ(LTAR=0.74)
RC
- �• NO GROUNDWATER ENCOUNTERED 38" C LAYER 2.SYR6/4 45.3 Area (min.) 43,560 SF
LIGHT YELLOWISH BROWN Frontage (min) 20'
Cg ��j MEDIUMSAND Width (min) 100'
f 1� fnd. ✓ 132' 37.5
Fd9e o�Po (4o-pUb/;c J NO GROUNDWATER ENCOUNTERED Setbacks:
'C � c�BZO SEPTIC NOTES Front 20
Sg9• nt 2, R. Side 10
04• 3�536 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Rear 10'
/O/
ro4 s�,4o F �C� _ Prior to Any Excavation For This Project the Contractor Shall Make
the Required Notification to Dig Safe(1-888-344-7233)and contact
Catch Basin Sulliva6 Engineering&Consulting Inc. (508-428-3344).
Bench Mark 2. The Contractor is Required to Secure Appropriate Permits From Town ASSESSORS REF:
Top of CB/DH Ma 165 Parcel 68
2� 'Ei=48.6' (NA VD 88) Agencies For Construction Defined by This Plan. p
Existing Septic UP 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
Per As Built card �� Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to OVERLAY DISTRICT:
{ Assure Watertightness. In General, Water Lines Shall be Constructed in
Pave AP - Aquifer Protection District
d Drive
rive
R`41S3G DESIGN DATA Coordiration With COMM Water,and Shall be in A ccordance
• Q ?O's CB/DR 1. SkWe Family with 248 CAM 1.00-7.00&310 CAR 1 s.00. FLOOD ZONE:
o v etb fnd -4 Bedroom Q 110 GPD
O ck„�ine � 36, R_415 No Garbage Grinder 4.A Minimum of ofCover is Required for All Components. Zone: X (Min Flood Hazard)
(/'� �a o 36 Total Daily Flow=440GPD 5.All Structures Buried Three Feet or More or Subject Community Panel No.
6 w Use a 1500 Gal septic Tank to Vehicular Traffic to be H-20 Loading.It is the Engineer's #July
16, C0563 J
,�-• 20 O July 16, 2014
# Proposed/ / Recommendation that H-20 Always be Used.
2 Sty w1f 20x4 ' Pjol / / LEACHING AREA 6.Install Watertight Risers and Covers to Within 6"of Finished Grade
a4i j Dwelling / 440 GPD/0.74(LTAR)=594.6 SF Required Over Septic Tank Not and Outlet,D-Box,and One Leaching Chamber.
1 / Sidewail=2(12.0'+44.091'=112.0 SF All covers are to be maximum 18"for concrete or 24"Cast Iron. REFERENCES:
h i / Bottom Area=(12.0'x 44.0)=528.0 SF
N ry L O t E Si// 13.2' / / Total Provided=640 SF 473.E GPD 7.Septic System to be Installed in Accordance With 310 CAR 1 s.00&
Lot Area 28,030sf 49 8 / ( ) Deed Book 11006 Pg 175
8 CASR 1.00-7.00 Latest Revision and the Town ofBamstable Plan Book 163 Pg 25
ti fO Per Record Plan Patio / Proposed� // 1500 24Gallon LEACHING CHAMBER DESIGN Board ofHealth Regulations.
/ Septic Tank All Pipes to be Schedule 40. Use S.All Piping to be Sch.40 PVC.
5 Flow Diffusers in a 12'x 44'Double Washed 9.D Box Shall Have a Minimum Inside Dimension of 12,and a Minimum
h / Stone Field as Shown. Sump of 6".
• . . • 10. The Separation Distance Between the Septic Tank Inlets and
Walk See Detail O. Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend HT Holly Tree
I Plan View a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14" �a DT Deciduous Tree
� �i' c5 Below the Flow Line,and Shall be Equipped With a Gas Baffle.
CT Coniferous Tree
N/F
Costantinos & Anastasia Utility Pole
_ Trellis �' �" Kefolas
4g-
�. ! -E- Electric
4g TH-t -G- Gas
Wetland Flag
r Light Post
gP I
Proposed Septic El CB/DH
___,� ....._.
Fla ole TH-z
v/ 12 r.__x 44' Field 01-1W-----•- 0ve0-,-0d••Wires
Qf� 3 w/ 5 Flow Diffusers
25 Elevation Contour
1 CB/DH \ 48 I .coy'- Finish Grade
~`fnd. I _ J� . r 48-0 �~
\ / I 10 Filter
' �47-� OVERALL SITE PLAN Compacted Fabric
Yr N
_....__.m� ..__...._ to Fill
20' %f i _46 io O 118" - 1/2..
1 4 \ ,` �r -/!. _. _ - •Setba Lin`` �' / 1"=QQ' I 8 0 0 ® ® ® Pea Stone
3/4" - 1 112"
3� Hyd ar nt$ �`` �-- -- -_ `�6� '�' '" `. 4'� N 4. JI Double Washed
,a3 O .--- ---�- ---__ _ "--,a��.. ___-�' -- --�/ _.....43 SEPTIC VARIANCE: 12' ,� II sra,e
65.00' �- --- _ _ r 4 -_ _- __ -- '-�
-� Depth of SAS: 3' Max
N88. 34' 00"W _ - --- �- `�� -� -. � �42
778Y - Rebar w/Disc fnd. 4.4' Requested S CROSS SECTION OF FLOW DIFFUSER'
••�• •-•••• (2- f�...4 'f off Street Line)
N81' 16' b"� -� No Increase in flow Design to incorporate H-20
44.54' Components and vent NOT TO SCALE
N81- 16' 45-W Setback of SAS to pool and Building:
Main
(Variable Width 20' Required
fdth - Public r q
S 10' Requested
61 eet Plan depicts future reserve area
Charcoal Filtered Vent
Final Location to be Determined
at time of installation or in
accordance with Landscape Plan
Rinse 1. 4 'f J
Existing Dwelling F.G. EL. 48.7 F.G.
1 See Note 6 typ.
Existing Septic
Invert to be Confirmed
Prior to Construction Flow Equiired
� EL. 45t � As Required
Installer To
Brick 0 O I E 1500 Gallon
Confirm Prior
Patio To Any Work Septic Tank EL 43.95 43.85 H-20 Too EL: 43.80
i (See Note 5) D-Box EL. 43.69
ac o . EL. 4 .30
EL. 43.3
Chimney ac ac 12.3' Flow Diffusor
( Existing Septic To Be Installed On
1 Tank to be Removed ab a ompac a ase
t ..rtcaur t: ... r�errii i e:8i'Rep
jBedding,"T"s .................................................
fi ................ : Sb:11s:kVixFi{i ca
1 Z3' Proposed Inspection Port,
The OuterPer!!f?ster o:f': h ::Ssrfite!n EL. 37.3
1500 Gallon & Baffels No Groundwater,
? 18.0' O O Septic Tank Proposed ' as Per Title 5 Per Test Hole 1
20x4O' Pool M (H OF
to EL. 5 4SS
reo of Possible ! d Groundwat 9C
Proposed Strip out around_ _ _ _ _ _ - - - rr
D-Box - existing Septic System Per T.G.B. sta WLAN
ES T. y�
LDDEVELOPED PROFILE OF SYSTEM IVIL
o
13.2' c°iy . 5 ti
it
LUJA O N NOT TO SCALE c
Proposed
J �SbNAL
12.0' Flow O E sting Plastic Infiltrato s €
Diffusers in Stone Field to be ' €; NOTES:
Proposed - - - -Rerrrov� _ - - - - - PREPARED FOR: PREPARED BY. T/TLE:
2.0'.4.0' Stone Field i . . . . . Site Plan
_-........... .....__ ._.. ._._...._i e ground y
_ _ ......... .._____ t methods Engineering & Proposed__ 1 The structures shown were located on th r b • and Pool
.. .........__ • � ��' _ conven final survey me o s on 44.0' ___ DETAIL PLAN VIEW Curt W. & Susan C. L e m k a u
•_`1_ 2) The property line information shown hereon was consuitinonc•10.4' 1"= 10' compiled from available record information. 50D New England Avenue /qt L`O
3) The datum used is NAVD 1988,Barnstable GIS map..a fixed mean sea level
15770' datum obtained from Town of Bar Summit, NJ 0 79 01 (508)428-3344•P.O. Box 659.711 Main Street, �Osterville MA 02655
S22. 35 15'I W seci@suiiivanengin-corn•www.suilivanongin.com 20 Swift At enue
Barnstable (Osterville
4) Topographic information was collected using
conventional survey method 8/4/2020. 20 p 10 20 40 $0 Draft: ASL Field: WHK JOD CTR ) Mass. W
W
Review: JOD/CTR Comp.: CTR DATE: SCALE:
Project: Lemkou Project# 4000024 November 10, 2020 As Noted