HomeMy WebLinkAbout0103 BLANTYRE AVENUE - Health (2)
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Disposal 6pstem Construction 'permit
Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon(L<f_ omplete System ❑Individual Components
Location Address or Lot No. J C?S -73 l4 ti.f)/1 c Owner's Name,Address,and Tel No. ,
Trams
Assessor's Map/Parcel Z 29 po Q,
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
sal/,'�►� GN f�tie�l',n f��hsv(�%r� 2nC�
Type of Building:
Dwelling No.of Bedrooms Lot Size 4/l/ sq.ft. Garbage Grinder( )
Other Type of Building 2 eS'f` h--i 4(/ No.of Persons Showers( ) Cafeteria( )
Other Fixtures f/
Design Flow(min.required) `� gpd Design flow provided W2 5- gpd
Plan Date 112 7.12, 2// Number of sheets Revision Date
Title S� �(Q v1 �[`a 6�$ - fh o 7t�fhb l
Size of Septic Tank 1 4 tc,,6R Type of S.A.S.
Description of Soil T-M—1 4 �4� G-t;" (;— l 9 A
-
.r
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 to place the system in operation until a Certificate of
Compliance has been issued by this Boar
i ned Date
Application Approved by ^ Date
Application Disapproved by Date
for the following reasons
Permit No. / Date Issued
,� •^r,nrye£,�•., rj(`.. 7 �A' r.�,rr^' +75 ^ai+.,"f�.,t�- ��..."' -.ry(S,•. .x.a".,._.,-aot-.:�tii <`ttr..y„
Nq.
No.C:DGl/
63 1;� F `,` � �r t:' Fee •, 150,; �
THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer
., Yes
PUBLIC HEALTH DIVISION TOWN 60 BARNSTABLE, MASSACHUSETTS '
01
JtlYlcatioU f0 I8�14. aY. pgtEltt 01I8tCUttIOII Permit �
Application for a Permit to Construct( y pair( ) Upgrade( )',,Abandon(��P '< n plete System ❑Individual Components
Location Address or Lot No. / '?a/4 y y/P G µ2 Owner's Name,Address,and Tel No.
7�GK FC/(ix Ili. e r ri,,
Assessor's Map/Parcel 2 29
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
14 t `car 5-09^ ,,2i--?-3 Y5�
. .Type ofBuildiug: � l tit
Dwelling. No.of Bedrooms a" Lot Size f�/0�/^ sq.ft. Garbage Grinder( )
' Other Type of Building e eSr No.of Persons Showers( ) Cafeteria( )
f Other Fixtures
'Design Flow(min.required) gpd Design flow provided W-2, gpd''
Plan 4�Date 112 7IL5 Z f Number of sheets / Revision Date
Title S:.G F✓Avf
Size of Septic Tank/St', Eq1/0n p k; (GW(,. Type of S.A.S. C-c' c elOf t ri mac• d
Description of Soil `r / 4 ege--r G-G"' t- (i? �4 e— tr -M Gg V•er
` Sh f Gy /0 7 2 r,
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 to place the system in operation until a_Certificate of
Compliance has been issued by this Board'.of-Ilealtk.,O�
Signed — !/( Date
Application Approved by �..�.. Date
Application Disapproved by Date
for the following reasons
' ' Permit No. �i l �� "�„ Date Issued,;" c5 161C "'`
...>...,,.....a.-.:-..-'_:�. .. vr" _ rrt-m v._-cam- .�._._.,-.__. -._.s -. ._....: _•-•_ _"�_.._.�.�. _._.-._�.- _.�_.�._._._._.-_•__,-' -_•_- -`._._•__•_,__•_•__•_•----------
THE ...�..__._.
COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate..of (compliance
THIS ISTO CERTIFY,that the On-site Sewage Disposal system Constructed(v�- *Repaired( ) Upgraded( )
Abandoned( )by
at . 103 i, f e A-e_ &674e rv,'lle has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No .1) dated .� t
Installer h Designer
/ g .SG/f,v�ah � ('iJ�'L <°�i n�• i•l'chlG�l rt,�/�
#bedrooms T Approved design flow Q gpd
The issuance of this permit shal not be construed as a guarantee that the system wV71-
0s designbd.
Date C �' Inspector rfK q—j
v v
No,—�1 /`` Fee c✓
r THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION =BARNSTABLE,MASSACHUSETTS
Misposaal 6p4trm Construction Permit
Permissionis hereby granted to Construct ,"+,'r Repair( ) Upgrade( ) Abandon(4�
System located at _/03 9(1 Z T yr e '411�, r-101 s "U✓,Ile {
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 co pleted within three years of the date of this permit. '
.,
Date 51
1 ?Pproved by.
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
BAPU%KAS& Public Health Division
N� Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
11/8/2021 2021-038 229/008
Date: Sewage Permit# Assessor's Map\Parcel
Installer:
Designer:
Sullivan Engineering&Consulting, Inc. D.A. Brown. Inc.
Address: 711 Main Street/PO Box 659 Address: PO Box 145
Osterville,MA 02655 Centerville, MA 02655
2/5/2021 D.A.Brown. Inc.
On was issued a permit to install a
(date) (installer)
103 Blantyre Avenue, Centerville
septic system at based on a design drawn by
(address)
Sullivan Engineering &Consulting, Inc. dated 1/27/2021
(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 constructe liance with the terms
of the I1A approval letters (if applicable) �N 0 IN't
4�
Ow D r•
stall ' 's Signature) y
r}.
�r/STE�
. S�ONAL
_ esigner's Signature) (Affix Desi tamp Here)
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.
c\Designer Certification Form Rev 8-14-13.doc
Q:\Septi
Sun Room
Un heated
Family Room
Bedroom 2
Utility Room
Kitchen
Bathroom Dining Room
First Floor
Bathroom Garage
Living Room
Bedroom 1
i
Bathroom
Unheated Attic
Bedroom 4 Second Floor
Bedroom 3
Clean out DIRECTIONS:
Provided
TYP From Hyannis - Follow Main Street to the West End Rotary, '
Take second exit onto West Main St. Turn left onto Pine St. E
turn right onto Blantyre Ave #103 is on the left. +�►:
\ \ J
ZONE:
100,Buff RD-1
Ed \ �! 1 Area in. 43,560 SF (RPOD)
at''
t b°f°rn ofke \ 1 Frontage (min) 20'
Lya// 4 \ Width (min) 125'
+� Setbacks:
"- Fron t 30'
`- - i \ Side 10' ~ .
F. co /� ~� \ w \ Rear 10'
REFERENCES: LOCATION MAP
2 (1"=2000f LC Cert. 178514 Plan )
Proposed
! ` ��� �`�� \ LCP 17678 L
H 20 1500 Gallon � �. I ` �`
-Septic Tank
ASSESSORS REF.:
Lot 2T/� � � � � 50' ' \�`` Driveway \
I 2' ,/ �- _ to be Saw Cut Map 229, Parcel 008
Lot Area 41,100fsf r --
to Lake and Patched \
Trees
`� to be OVERLAY DISTRICT:
��. / \ Approx. Location of Removed
l / AP - Aquifer Protection District
Existing. Septic. from Paved Drive � f
"-� �/ •. �� Yawn B.O.H. As Built Card. Inspection
/ I 2.9 \ Existing Tank to be Removed Port 10' FLOOD ZONE:
Exis 'ng Pits and D-Box to be I ME Min.
5\ffer
or Removed pumped, filled, and abandoned 'k L. 30 Zones X (0.29 Annual Chance)
- _
& X (Min flood Hazard)
F --..._. '`�.., _ �
31 Community Panel No.
►" Proposed _ July 16,1201464 J
#103 5 �� o H-20
�9• o I_. 1000 Gallon 1;' i i1
1 1/2 sty �. o - SEPTIC f �; N� o Pump Chamber S IC NOTES
goo 1.Location of Utilities Shown on This Plan Are A rox.At Least 72 Hours
3 D elling� F Approx. Location of o c i 13.0' PP
Existing Septic from Prior to Any Excavation For This Project the Contractor Shall Make
Town B.O.H. As Built Card H-2 the Required Notification to Dig Safe(1-888-344-7233)and contact
\I t I Paved-DMe \ n/f
Sullivan Engineering&Consulting Inc. (508428-3344).' ul o°;SeresCo
I 2. The Contractor is Required to Secure Appropriate Permits From Town
otw 1 \\� Proposed 3 Agencies For Construction Defined by This Plan.
��0 _ \ D--Box 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to
H-1 30 1 3.0 Assure Watertightness. In General, Water Lines Shall be Constructed in
13.0' 29 Coordination With COMM Water,and Shall be in Accordance
Q ` ` With 248 CMR 1.00-7.00&310 CMIt 15.00.
a I I \ \ \� I 5.0'Min. 4.A Minimum of 9"of Cover is Required for All Components.
o° 205.00' 5.All Structures Buried Three Feet or More or Subject
3 ° \
S8T 05' 25"W to Vehicular Traffc to be H-20 Loading.It is the Engineer's
i
° ° Recommendation that H-20 Always be Used.
Detail Plan yew � y
I I _ ® 6.Install Watertight Risers and Covers to Within 6"of Finished Grade
}
Scale: 1 - Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber.
i"RA4M F Edge.of Pave _ Edge of Pave ., ,� ��
N I
''` All covers are to be maximum 18 for concrete or 24 t"ast Iron..
7.Septic System to be Installed in Accordance With 310 CAM 15.00&
248 CAM 1.00- 7.00 Latest Revision and the Town ofBarnstable
arse �
- 117, Locate Junction Box Board of Health Regulations.
CB H outside of Tank" 8.All Piping to be Sch.40 PVC.
JM 9.64' pump Power & Float Control
9.D B Have a ox Shall Ha Minimum Inside Dimension of 12",and a Minimum
c'
�+ 1 Cables Installed In Accordance Sump Of 6'.
With Federal, State & Local
\ I 205.00' C- Bldg. & Dec. codes 10. Septic Tank Shall be a 1,500 Gallon Tank With a Department Approved Effluent
S T 05' 25" � \ Alarm To Be On Separate Tee Filter on the Outlet. .
p Service Frotm Pumps
,. I I._ _ Th
• � e o a ve� e Sep
aration Distance Between the S -
g Septic:Tank Inlets and_1/2 0 Golv.,Pr � P p G
r
P
For Float Support
Ed e of Pave PP t Outlets Shall be No Less than theLs
� g _ Liquid Depth.Inlet Tees Shall Extend
- Biantyre (Private - Variable Width
Avenue 0 T a Minimum of 10 Below the Flow Line. Outlet Tees Shall Extend 14"
Below the Flow Line,and Shall be Equipped With a Gas Baffle.
o Io
0
p 4"0 Sch. 40 PVC
h From Septic Tank Opening Above For
o 100' , Compartment Manhole Frame,
Risers & 24" steel
I o Overall Plan V/e w Cover to grade
F 50• I Scale: 1" = 20'
75.00`
PUMP COMPARTMENT PLAN VIEW DETAIL TYP. PERC TEST: 20-279
Jan
S87' 05' 25"W n/f
- Jean Scanlon Trustee Proposed PERFORMED BY.CHARLESROWLAND,PE- SULLIVAN ENGINEERING
Trust Splash Plate Inspection Port NOT TO SCALE &CONSULTING,INC.
F.G. EL. Min 31.5 Required F.G. EL. Min 31.0 SOIL EVALUATOR NO.13586
EL. 30. '
WITNESSED BY:DAVID STANTON,R.S. TOWN OF BARNSTABLE
EL. 9. Too EL. 30.30 24"0 Manhole DECEMBER 30,2020
Frame & Cover SITE PASSED
Finished Conduit Thru Chamber For 9" Min.
B EL. 29.JO Grade Power & Float Cables Cover
F G. EL. JO.4 EL. 29.912 All fill to Meet TEST HOLE- 1 EL.28.4 TEST HOLE-2 EL.28.5
F.G. EL. 29.Ot F.G. EL. 29f 310 CMR 15.255(3) • .'....O LAYER...•.. O....... ............
ORG�IM..MATERLAh
......... ..
D-Box ...: . ...... .................... .......................................... - 15.212: 4 Se aration In soils
4 0 Sch. 40 PVC .. ....MAT!.....
:::.tf:E..f......tetFed: Rer lame::&::Re:lace d p From Septrc Tank .. . ......... 9
„ ... .
_ ............................................ ................P:.:....:::: ........ 0
EL. 7. Bedding, T s, H 20 :.. ... .: ... ..:.t,......... with recorded percolation Compartment Drill 1/8 0 Hole ALAYERl0YR314.......:...
Filter #ll::.tl�isuitable..SD�1s: Wrll�in .a : : : rate of more than two Ga/v. Chaff ... AI:e9I'BR1R!`R34;.........
Invert EL. 26.80 See Note 12 Inspection Port, ::' ::::. :.:..z::. . For Drain DARKGRAYISHBROWN. '. ]QA S7fB WjV
Installer To
& Baffels Thy Quter #'enmeter of Tho Sy$fem, minutes per Inch. Inv. 25.80 IAiRK.G .....R4
... . ...... ............ ........... .. . .......... ... . .
P To D-Box 18„ ................ LOAM.... 26.9 20� . LDAM. .:............. 26.8
as Per Title 5 Emergency Stora e Min. 2" Cover
Confirm Prior EL. 25.3 g y g F BwLAYER 10YR 5/6 BwLAYER 10YR 5/6
To An Work Volume 726 Gal.
y EL. 1500 Gallon 1000 Gallon Adjusted High YELLOWISHBROWN YELLOWISHBROWN
H-20 Septic Tank EL.26.30 2" Diameter Groundwater Elevation. `�° SANDYLOAM 38' SANDYLOAM 25.3
Pump Chamber Alarm On D. 23.00 r, y o
_ Waterproof/Seal with 2 coats H-20 Supply Line 28" PERC TEST 26.1 CLAYER 10YR 7/2
of Approved Sealant EL. O' and Manifold `` 25GALLONSGONEIN10MIN LIGHT GRAY
Adjusted Hi h Waterproof/.>eol with 2` Pump On El. 22.85 �, -n Pump
Ground Water (See Note 5) EL. 21.39 coats of Approved Sealant
0 40" PERC RATE<211BIV/IN(LTAR=0.74) 25.1 78" LOAMY SAND 22.0
Dose Vol. 90 Gal. (b a C LAYER IOYR 7/2 GROUNDWATER ENCOUNTERED
EL. 25.3' EL.=21.05' 3"0 Sch. 40 PVC
BUOYANCY CALCULATIONS DESIGN DATA Threaded Pipe LIGHT GRAY
Pumps Off D. 22.50
High 1500 Gallon Septic Tank(H-20) Single Family Check Valve 78" LOAMY SAND 21.9
Ground Water To Be Installed On 25.3-21.4 3.9'ofwater 4Be&wm@ll0GPD I GROUNDWATER ENCOUNTERED
EL. 25.3' Stable Compacted ose 3.9x5.83x10.66=242.4cf No Garbage Grinder Bottom of Chamber D. 21.55
242.4x62.4=151261b buoyancy force Total Daily Flow=440GPD Bottom of Tank D. 21.05 ADJUSTED
Tank weight 20,000 lb Use a 1500 Gal Septic Tank HIGH GROUNDWATER
Tank Sinks Secure Pipe at Top & ELEVATION25.3'
DEVELOPED PROFILE OF SYSTEM LEACHIlVGAREA Bottom of Chamber-
1000GailonPumpChamber(H--20) _ 4110 H.P. Myers Pump Stable Com acted
440 GPD/0.74(LTAR)-594.6 SF Required Base
25.3-21.�4.3'ofwatet or Approved Equal*
�+ Leach Field Bottom Area Only *Prior to Ordering Pumps the Contractor
NOT TO SCALE 4.3x4.83x9.0=186.9cf 9 P
186.9x64.4=11,664166uoyancyforce 13'x46'=598SF Must Confirm the Compatibility of the J.
Total Provided=598SF(442.5GPD) Existing Electrical Service
Tank Weight 14,50016
Ins eetlon Part Pump Chamber sinls PUMP COMPARTMENT SECTION DETAIL
4"Q1 Perforated PVC Pipe Placed LEACHING CHAMBER DESIGN
Vertically Down Into The Stone All Pi to be Schedule 40.
Finish Grade To The Soil Below W/Screw Cap P� ����DO� P�� ����
To.Within 3" Of Finished Grade Use Perforated Pipe Leach Field in 8 � �
LEGEND: 13'x46'Double Washed ./V
9"-min. Stone Field as Shown.
CDT Cedar Tree 3'-max. Compacted Fill Filter Fabric
� NOT TO SCALE
HT Holly Tree POPerf rated
2" VC Pipe
DT Deciduous Tree Pea Stone NOTES:
PREPARED FOR: PREPARED BY. TITLE: Site P/an
CT Coniferous Tree 1) The structures shown were located on the ground by
1'-0" �T
Utility Pole 2 conventional survey methods on 10/23/2020 Engineering <X11 3 4 -112" Brian J. Cullen TR. Pro osed Improvements
-E- Electric 6 Double Washed Stone 2) The property line information shown hereon was U •
-G- Gas compiled from available record information. Cullen Nominee Tru S t ivan consulting, Inc• /qt Q
Wetland Flag
LightfightPost (3) The datum used is NAVD 1988, a fixed mean sea level 508 428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655
-- 13 datum obtained by RTK GPS performed by Sullivan , 8@CiaOSUIHVanengin.COm•www.sullivanongin.com Blantyre Ave0 CB/DH Engineering & Consulting Inca
OHW- Overhead Wires Cross Section Of Leaching Bed 4 Topographic information was collected using both Field: I Bamstable (Centerville) Mass. W
.7 ) g 20 0 10 20 40 80 Draft: ASL WHK JOD CTR25 Elevafion Contour conventional survey method and RTK GPS on 1012312020. W
Not t0 Scale
Review: JOD/CTR Comp.: CTR/ASL DATE: SCALE: Z
Project: Cullen Project . 4000036 January 27, 2021 1 rr=20�