HomeMy WebLinkAbout0024 MAPLE AVENUE - Health (2) aia,& /)-/--e-
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N r C/ ;�5 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ppYitation for Misposal *pstem Construction permit
Application for a Permit to Construct( ---Repair( ) Upgm+de-(_ .Abandon( ) omplete System ❑Individual Components
.Location Address or Lot No.Z M aP e Owner's Name)Address,and Tel.No.
CG�n-fero,Ve p.��L2 S
Assessor's Map/Parcel 2®7 p
Installer's Name,Address,and Tel.No. Designer's ame,Address,and Tel.No.
J� c�(cC��fo SL kioaol sm /,-; 'ef:n f-C_AR jtf A f',to C,
I�� 5-0 2 e-33-�y
Type of Building: c�
Dwelling No.of Bedrooms Ex � dr Lot Size 2 /I ����sq.ft. Garbage Grinder( )
Other Type of Building /IQ J; hI`4 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) s gpd Design flow provided sC� gpd
Plan Date Z�/� Number of sheets Revision Date
Title Sl t A-0-t A. -red �ro�^04,E f
Size of Septic Tank .2"'ISed Cm/o-k r 6iM Cet Jr Type of S.A.S. 41-5'30 6 6a k ,4 .-I
Description of Soil T - O -91 64,1,e r. Cot? " J"r R^3 4�
40Q^V, j`4A g�� 008 La er "v"'.1 -- (' rp-e A,
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 Environmenta and not to place the system in operation until a Certificate of
Compliance has been issued by this Boarq of
Date ��` ZZ�
Application Approved by Date Q .
Application Disapproved by Date
for the following reasons
'Permit No.c9QD—) ' 7-5 Date Issued Q 5--
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No , 52 Fee ✓ (j
THE•COMMONWEALTH OF MASSACHUSETTS Entered in computer:Yes
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PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Zipplication for Misposal 6pstem Construction joermit
A lication for a Permit to Construct "` Repair U nad ,,,: Bandon Complete System ❑Individual Components '.
PP ( ) P ( ) ,t_Pg ( 1 r ( )
ca ?f
Location Address or Lot No. / t .t` �' �' = Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 207`T 037
Inst
a
ller
'
sName,A/dddress,and Tel.No. ^^� Designer's Name,Address,and Tel.No.
't i,..il ! �fJy'�' �~(� -171P5vn�'��7fE! i/�
Type of Building: /L J
Dwelling No.of Bedrooms L Lot Size 2 '� sq.ft. Garbage Grinder( )
Other Type of Building 4 J,CL h 1-1i No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 5- S-0 gpd Design flow provided e gpd
Plan Date G q/L G Z/ Number of sheets Revision Date
Title S; CP �1r4n 1 i^c of-,-,( Z-,ADrope ^_0q'I(
Size of Septic Tank I/r,n r G RA 6,, r Type of S.A.S. �l / �o LAM r a,
Description of Soil '4 1 ( 0 ' 12, 01,,4' (
�� v��" ,
3 o �red�'v' ro rse .��nd� -- r D`
Nature of Repairs or Alterations(Answer when applicable) '
r
r •
Date last inspected:
Agreement:
The undersigned agrees to ens a the construction and maintenance of the afore'described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental ode and not to place the system in operation until a Certificate of
Compliance has been issued by this Board c lv�eal`t
� R t
00
Application Approved by I _,, _ Date
Application Disapproved by 1� Date
for the following reasons
Permit No. ct-) —3 /5 Date Issued
__ -- - - ----•- -•-- ----- -
_. THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On Sewage Disposal system Constructed( Repaired( ) Upgraded( )
Abandoned( )by
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit N(L;�` / dated / ✓0
Installer �Q W"""�.,,� Designer a��'U4 (v M h rat ( :h � ,+�jc t '�►j,.l��
#bedrooms 13 T. Approved design flow Cam} ��P.D gpd
The issuance of this permit shall not be/construed as a guarantee that the system w.ldxfunction asdesigned.
Date /fCJ / Inspector
No J f a Fee
W THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction 3permit
Permission is hereby granted to Construct( )A Repair( ) Upgradep( ) Abandon( )
system located at 1.Y ./1
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 mu/tribe c fnpleted within three years of the date of this pe
Dated)!t �c .) Approved
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
NAM Public Health Division
3 Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer &Designer Certification Form
Date: 12/23/2021 Sewage Permit# Assessor's Map\Parcel 207/037
Designer: Sullivan Engineering&Consulting, Inc. Installer: Joyce Landscaping
Address: 711 Main Street/PO Box 659 Address: 68 Flint Street
Osterville, MA 02655 Marstons Mills
On Joyce Landscaping was issued a permit to install a
(date) (installer)
septic system at 24 Maple Ave, Centerville based on a design drawn by
(address)
Sullivan Engineering&Consulting, Inc. dated
(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 stem referenced above was installed with major
I certify that the septic system J 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 in compliance with the terms:,
of the IAA approval lettersJif.applicable)
OF
(Installe Sig ture) ei
_j
g9
TER�
gner..'s Signature) (Affix De ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:1ScpticlDesigner Certification Form Rev 8-14-13.doc
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DIRECTIONS: ASSESSORS REF.:
From Hyannis Follow Main Street to the West
Y Map 207 Parcel 037
End Rotary; Take third exit onto Scudder Ave.
Turn right onto smith street at the stop sign.
Continue on to Croigville Beach Road and stay
straight until it turns into Main Street
s Centerville turn left on Linden Lane and left OVERLAY DISTRICT:
onto Maple Avenue #24 is on the left.
AP - Aquifer Protection District
Resource Protection Overlay District F"
Saltwater Estuary Protection District >.
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l'ou/ q &{ K �F
ath/e
Costello ,Ky Costello a LOCATION MAP:IP rs.RL 7.(Fnd)
Scale: 1» - 2000'f
o �
S77. 48 00 yE o
o O i ✓ 115 0g' /
i o
CSQf r 1 - - �. 16 50' ZONE:
Lots 8 9_ B1 F •48' _
�u r 29,400±SF Area min. 87120 SF RPOD
- PRppOSED (min.) ( )
Pole �OBBLEST0IVE I ale Frontage (min) 20
- 1N£0 DR/V4. Width (min) 100 -
Setbacks:
c p taus / i Fron t 30'
q o /.�"' ; ~� Side 10'
Y ` � , i � 56.6'
Rear 10
-42
� . - 8, REFERENCES:
_ PROPpSED�
LC Cert. 244803
08 LC Plan 10628 C
GAR
4r / LWRHAN ' r LC Plan 19981 B
G J r Plan Bk. 21 Pg. 133
z _ -� � � T� � Q__� {� � � FLOOD ZONE:
` pROpO t _ OV t ''
D►t'FLLING q Zone X (Min Flood Hazard)
m £L 4725i
� Community Panel No.
Q` oT„_? y a #250001 C0563 J
I
July 16, 2014
15401 GALLON f/ , o
112.4 �. EP77CC TANK
cj lr' ,✓-' " ,., III -r?". ✓>_r" .''r' . f�
z r r`p Finish Grade
,e f 2' PROp0
SED ;
oQo o\� ,o1, hoo { O PORE maw
3' Max.
l\ 2 oco4o�o �,�0 / - 1l �4. �ilig m P Filter
�a r F PRO. FIRE `PIT 9" Min Compacted Fill
` Fabric
-
`0 0�`/� O f 4 .3' � �� � . - EXISTING SEP17C TANK - And/Or
_ L PRO i' AN17Zr P - TO BE`REMOVED .. 1/8" - 1/2
i Pea Stone
-BOX - ___ PRO. COVERED PATIO 3' H-20
r / i PRO. _ WITH OPEN WALLS Double
- 1 1/2
LEACHING Double washed
NE POOL ��- CHAMBER Stone
,,- CB/DH / j � -�-�:� • SPA Pl� �'"`=;;�,�-�, PRO. RINSE
f ✓. 4' - 10"
(Fnd) Rp• a s a�r 48'B5
p �
U. Pole 0� _ yBM LEA 0 PRO. POOL �- 12' - 10"
c�0 Elev':`-4,4, N T / PLO ?.., _ f
w
00 ` ..: -- GRAN
7 /
P
,,5--
BATHROOM
�40• \ ,q n0
;
_ � 4.6 81 SSE SEC
TION OF CHAMBER
CB/DH \� `St I , Ll j:r Ir i rj4 (f
25 1 EXISTING GARAGE
(Fnd) CB ID
w f, NOT TO SCALE
/ �Q . . TO BE REMOVED
(Fnd} S ^ 43` ` \ w 0 Bldg. Setback 35.1' l3 0
(�° 43� 4 CB/DN` �....,: '�' PROPOSED
Water S/0 ,r,- '.. Fnd) _ a ------ 1500 GALLON
s 164' SEPTIC TANK
DESIGN DATA
"'r
e N Single Family
a,
vin M. /F Existing -5 Bedroom @ 110 GPD
Linda 9 Fence -`
gott h o c No Garbage Grinder
EX►S77NG EXISTING 16 5D' COa Total Daily Flow=550 GPD
DWELLING DRAINAGE STRUCTURES =m�° Use a 1500 Gal Septic Tank
TO BE REMOVED TO BE REMOVED o 0
LEACHING AREA
550 GPD/0.74(LTAR)=743.2 SF Required
Sidewall=2(12.83'+4292'=219.3 SF
Bottom Area=(12.83'x 429=538.9 SF
Total Provided=758.2 SF(561.1 GPD)
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LEACHING CHAMBER DESIGN
All Pipes to be Schedule 40. Use
4-500 Gal.Leaching Chambers in a
Main House
12.83'x 42'Double Washed F.F. El. 47.25 -
See Note 6 (typ.) 15' Stone Field as Shown.
F.G. EL. 46.6f* - *Final Foundation Grading To Be F.G. EL. 46. 5± Min.
Coordinated With Landscape Plan
3.75' Complies
With
Flow Equilizers -�1 Breakout
EL. 45.51 F11f- As Required SEPTIC NOTES
Installer To 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours
Confirm Prior EL. 44.41 - 1500 Gallon
Septic Tank EL. 44.16 To EL. 44.40 Prior to Any Excavation For This Project the Contractor Shall Make
I To Any Work P � I
H-20 Required 43.76 H-20 the Required Notification to Dig Safe(1-888 344-7233)and contact
(See Note 5) D-Box EL. 43.60
Sullivan Engineering&Consulting Inc.(508428-3344).
H-20
43.40 2. The Contractor is Required to Secure Appropriate Permits From Town
Leaching
To Be Installed On Chamber Agencies For Construction Defined by This Plan.
1a ie Compacted Base _ Bot. EL. 41.40 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
Bedding,"T"s : Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to j
Inspection Port, t.. Encoun t..red Bern �+e:&. Reptgce . Assure Watertightness. In General, Water Lines Shall be Constructed in
& Baffels
n Sots Wrthrn 5 :bf
j as Per Title 5 The outer.......Perimeter of The::sysfem Coordination With COMM Water,and Shall be in Accordance
N With 248 CAM 1.00-7.00&310 CAM 15.00.
EL. 36.4 4.A Minimum of 9"of Cover is Required for All Components.
No Groundwater 5.All Structures Buried Three Feet or More or Subject
F Per Test Hole 1&2 to Vehicular Traffic to be H-20 Loading.It is the Engineer's
DEVELOPED PROFILE OF SYSTEM
EL. 15 Recommendation that H-20 Always be Used.
Groundwater
Per T.O.B. Standard 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade
NOT TO SCALE Over Septic Tank Inlet and Outlet;D Box,and One Leaching Chamber.
All covers are to be maximum 18"for concrete or 24"Cast Iron.
7.Septic System to be Installed in Accordance With 310 CAM 15.00&
BATHROOM SEPTIC 248 C&M 1.00- 7.00 Latest Revision and the Town of Barnstable
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F.F. El. 46.8t
Board of Health Regulations.
8.All Piping to be Sch.40 PVC.
F.G. EL. 47* - *Final Foundation Grading To Be 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum
Coordinated With Landscape Plan Sump of 6'. i
FMI10. The Separation Distance Between the Septic Tank Inlets and
EL. 45.51
Outlets Shall be No Less than the Liquid Depth.Net Tees Shall Extend
Installer To a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14"
Con firm Prior EL. 45. 1 1500 Gallon Below the Flow Line,and Shall be Equipped With a Gas Baffle.
To Any Work Septic Tank EL 44.76
{ H-20 Required 4 7 H-20
(See Note 5) D-Box
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•
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To Be Installed On
_ stable ompacted ase 1
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PROFILE VIEW
BATHROOM SEPTIC TANK
PERC TEST#. 15,824
NOT TO SCALE CLEANOUTS PERFORMED BY.PETER McENTEE, PE- ENGINEERING WORKS,INC.
TO BE SOIL EVALUATOR NO. 1542
PROVIDED WITNESSED BY:DONALD DESMARAIS,R.S.-TOWN OF BARNS TABLE
NOVEMBER 6,2018
SITE PASSED
H-20
D-Box TEST HOLE- 1 EL.479 TEST HOLE-2 EL.47.9
-.O/A LAYERJOYRA/2 O/A.LAYER I0YR.4/2..
.... ...
IDARK GRAYISHBROWN........ DARK.GRAYISHBROWN .
.............. ........... ... .
LEGEND:
12„ .......... LOAMYSAND........... 46.9 12" ..... LOAMYSAND. 469
B LAYER.lOYR S/6 B.LAYER JOYR
CDT Cedar Tree
.t, 12.8' O 4-500 GAL. ........................ . YELLOWISHBROwIv... YEiLOwiSHBROWN .
.VAL
CHAMBERS 36' LOAMY SAND 44.9 32' . .LOAMY
.SAND............ 45.2
PERC TEST Cl LAYER 2.5 YR 6/4
HT Holly Tree PERC RATE<2 ARMIN(LTAR=0.74) LIGHT YELLOWISH BROWN
DT Deciduous Tree IN"C"HORIZONS 96�" MEDIUM COARSE SAND 39.9
oF s CRUSHED :STONE
Sq 36" Cl LAYER 2.5 YR 6/4 44.9 C2 LAYER 2.5 YR 713
CT Coniferous Tree
yG 4.0 LIGHT YELLOWISH BROWN PALE YELLOW
LAN[? "r
�� Utility Pole a CIVIL
-E- Electric o. 5 99 42.0' 88" MEDIUM COARSE SAND 40.6 MEUMDI SAND
C2PALLAYER
Y 2.5 YR ELLOW?/3 138 NO GROUNDWATER ENCOUNTERED 36.4
MEDIUM SAND
-G- Gas aoF Fg 138" NO GROUNDWATER ENCOUNTERED 36.4
Wetland Flog
f
ss
10NA1
Light Post
0 CB/DH
OHW- Overhead Wires
25 Elevation Contour
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Revision: Update Elevation over Leach Field 1101912021
TITLE: PREPARED BY.• PREPARED FOR: NOTES:
SitePlan//� 1) The structures shown were located on the ground by
conventional survey methods on 712312021.
Proposed Improvements Engineering & Jane E, Stiles _
2) The property line information shown hereon was compiled I�
/1U ivan
from available record information. Rl
consulting Inc.
' � 3) .The datum used is NA VD 1988, a fixed mean sea level
2T// gaple Avenue datum obtained by RTK GPS performed by Sullivan
Mass. (508)428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655 Engineering & Consulting Inc.Barnstable (C@CIt@I'VlI/6� seci@sullivanengin.com•www.suilivanengin.com
4) Topographic information was collected using both o
Droft: ASL Field: WHK/CTR 20 0 10 20 40 gp conventional survey method and RTK GPS on 712312021.
DATE: SCALE: Review:
September 29, 2021 1 - 20 CTR/JOD Comp./Review: ASL/CTR/JOD
Project: Stiles Project#• 4100027