HomeMy WebLinkAbout0006 KENNEDY TERRACE - Health (2) 6 KENNEDY TERRACE
Hyannis
A = 267 — 054
f
2. �� l
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
9ppficatiou for Disposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 6 j Gar/7.4 L� �C- Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel Loh 0-C 2 G 7-5 y p cn • f<.5
Installer's Name,Address,and Tel.No.r6g ��`rf S—� Defsigner'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(min.required) 1> gpd Design flow provided 3 gpd
Plan Date�2 - �" 2 D Number of sheets Z" Revision Date
Title
Size of Septic Tank �.��'� Type of S.A.S.,S
Description of Soil
Nature of Repairs or Alterations(Answer when app'cable) /
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 ud rtot to place the system in operation until a Certificate of
Compliance has been issued by this Board of He
Signed Date Z Z
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 12-0-1-J Date Issued �j
.. N
. 3 •.
No. ` Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE MASSACHUSETTS Yes
CIS
application for Disposal *pstent Construction Permit t
Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 4 Ate,"p-0 r XdVrr<< C Owner's Name,Address,and Tel.No. )
Assessor's Map/Parcel O �^ .t f , ID-0(Aft t.S A q b!
Installer's Name,Address,and Tel.No.r<68 ?Z`e Designer's Name,Address,and Tel.No.
Aw
Type of Building: f
Dwelling No.of Bedrooms Lot Size sq.ft. -Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures �r �/
Design Flow(min.required) l 0 gpd Design floe "/provided gpd
Plan Date 7 O Number of sheets '`' Revision Date
Title
Size of Septic Tank 00 Type of-S'�;.S.
Description of Soil
Nature of,Repairs or Alterations(Answer when appl'cable)
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 an¬ to place the system in operation until a Certificate of
Compliance has been issued by this Board of eaeajth®.�-�''
Signed Date
Application Approved by ( '` ! Date 12•- J '
4 Application Disapproved by Date
for the 91 following reasons
' 1
Permit No. ` C� � Date Issued �1 r.. 15
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed
��( ) Repaired( ) Upgraded( )
Abandoned( )by ,its. a{� -�.
at ��nb P �•''i'rr. es has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ;0 ° dated a s
Installer /"� d C C 44 v H 6) Designer
#bedrooms Approved design flow `y V gpd
The issuance of this periimitf shall not be construed as a guarantee that the system will fu�onlVdesignte
Date 1 {4 !Zit Inspector
✓ ,.
P
4 1 .a�
No. .. . U � . + ! Fee /THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction 'permit
Permission is hereby granted to Construct( ) Repair( �) . Upgrade( ) Abandon
System located at 6 /r e 0 e^ P
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. a '"
Date - da Approved by
Town of Barnstable
°�`"�rO`�i• Regulatory Services
Richard V. Scali,Interim Director
• BAMSUBLE, f
MASS.
i639• Public Health Division
�0
�EDMAtp Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: fZ)ZZ "Lt7 Sewage Permit# ,� ( Assessor's Map\Parcel2�°-7 -10-5
Designer: �= ,`����r:n s jYte Installer: H a l o Pr O U 4tic o
Address: Address: 35- Cady ( v�
__
1&-e.s h�lct .1'U1/� G Z(��l
On M t L!, �� r•, d
0 was issued a permit to install a
date (installer)
septic system at �e �rrf{�'l eT based on a design drawn by
(address)
C✓t9 i'ti Q2r'✓l y, I'ya ri Lls�I � dated
(designer) —` -
Ll�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 in oAzjU with the terms
of the I\A approval letters (if applicable)
(Installer's Signature)P,
M Ctv►�.
N0,35109
O
.ge,REC3fSSE�
(Designer's Signature) (Affix Designe ere)
PLEASE RETURN TO BA.RNSTABLE 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:'.Septic;,,,'esigner Certittcation Farm Rev 8-14-13.doe
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfifl.The
engineevdid not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling
to specified grades with proper compaction and setting risersi'covers as shown on the design plan.
.+ ——64—— EXISTING CONTOURr el
x 60.98 EXISTING SPOT GRADE 611a
—yy— EXISTING WATER SVC. �
—G EXISTING GAS SERVICE
H.iM1� OVERHEAD WIRES M �
TEST PIT r— 6 Kennidy Ter ee Q 1
1-BENCHMARK L i
��" � �-
LEGEND q,
�t 5�,.�,�� • ✓Kenn ..., 1 444
1 '
LOCUS MAP
NOT TO SCALE
V-
a
i
ro
U)
BENCHMARK
TOP OF BOUND
100.26 EL.=100.70
t
D
'�-0
c-
01
PROPOSED S.A.S.
5 LC-6 UNITS SURROUNDED SLOT 26 \\ PK SET
WITH 3.5' OF STONE, ALL SIDES 0 6 10,830f S.F. \4 • 100.00
6�
0
x 100.95 0
c + 100.62 CBSEA�
�(\ ' . 100.70
fen°e �cr`. at
StoGKdd x 101. 6 ed°e G
PROP.0 99.75
SEPTIC
1� P-2 O TANK +. G Z )
O �J
�., O 100 5 0
x0TP-1• +
SHED `O _.•-.::. �2' G
100.78 BH °' o �
�f
ns
9 0x
DECK`" �E� �� "10 .78
99.65
\0 IT{
` �• �o � � I/ 101 �J
uj v 4 °i EXISRi TING a
HOUSE(#6) I
d o 00,71 00.41 T.O.F.=101.1f a
00
Jcn 100,53 101,56
0 .
x 100.80 3
100.50 .,.:.: LOT 6
-1-ea, ;... 99,99
10,830f S.F. a`O rO 99.33
EXISTING CESSPOOLS 0� GRAVEL. �� 0
/100.11
x 100.41TO BE PUMPED, FILLED x ..'OR/VEWAY:`'::;.,WITH SAND & ABANDONED ` X9,85
9 9.61 . 99.80 0
0 p
84.98'
IP FNj� 99.47 • 99.23
® 99.59 99.55 PK SET
99,61 99.59 ENNEK99.44 DY TEpPAu -L-i
����� of �Ass9cti
o� PETER T. �, PARCEL ID: 267-54
WEN TEE.
NoC135109 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Ise ° 6 KENNEDY TERRACE, HYANNIS, MA
1 Prepared for: DiBuono Sewer & Drain, 35 Content Ln, Cotuit, MA 02536
2, `6 OWNER OF RECOED Engineering by: SCALE DRAWN JOB. NO.
MANN, DOUGLAS S Engineering Works, Inc. 1"=20' P.T.M. 317-20
6 KENNEDY TERRACE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO'
HYANNIS, MA 02601 (508) 477-5313 12/8/20 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 98.0
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS. & COVERS OVER INLET & INSTALL RISER AND COVER INSTALL RISER & COVER OVER ONE CHAMBER(MIN.)
OUTLET AND SET TO 6" OF FINISH GRADE SET TO WITHIN 6" OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE
T.O.F.=101.1 t GRADE AS AN INSPECTION MANHOLE.
F.G. EL.=100.3t F.G. EL.=101.0t F.G. EL.=101.0t F.G. EL.=101.0t
EXISTING
L = 17' <
S=1% (MIN.) L = 13' L = 28'
4'SCH40 PVC ®"SC (H40PVC) ®"SCH 0(PVC)
6" 2" LAYER OF 1/8"
s E3 0 E3 TO 1/2 DOUBLE
LOUSE,
,a" 12" I I WASHED STONE
98.75 48" DQUIDINV.=98.50 (OR APPROVED FILTER FABRIC)
LEVEL INV.=98.00 3.5' 3' 3.5'PROPOSED 3/4"-1 1/2"
cAs D-BOX EFFECTIVE WIDTH = 10' DOUBLE WASHED
INV.=98.17 AM AM A H-10 RATED INV.=97.50 STONE
PROPOSED SEPTIC TANK USE 5 LC-6 LEACHING CHAMBERS IN SERIES WITH
3.5' OF DOUBLE WASHED STONE ON ALL SIDEO NEW SEWER OUTLET AT H-10 RATED
OR ABOVE, INV.=99.00
NOTES: TOP CONC. ELEV.=98.33 --- ___ -BREAKOUT
INV. ELEV.=97.50 E3 EM E3 0 EM®E3 ELEV.=98.0
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE I ®®®®®®® I
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=96.50
2) D-BOX SHALL BE SET LEVEL AND TRUE TO 3.5' 5 x 6' = 30' 3.5'
GRADE ON A MECHANICALLY COMPACTED SIX 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 37'
INCH CRUSHED STONE BASE, AS SPECIFIED IN , PERVIOUS MATERIAL
310 CMR 15.221(2). 5' (MIN.) ABOVE G.W.
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TP, EL=89.8 - LEACHING SYSTEM SECTION
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
SEPTIC SYSTEM PROFILE
N.T.S.
GENERAL NOTES: SOIL LOG
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: DECEMBER 2, 2020 (REF#TPT-20-257)
BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: CHRISTOPHER McENTEE SE#14012
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DAVID STANTON R.S. HEALTH AGENT
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
-310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL 100.8 A 0" 101.0 A 0"
1) A 2' variance, S.A.S. to cellar wall (bulkhead), for an 18' setback. SANDY LOAM SANDY LOAM
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 3/1 10YR 3/1
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 100.3 B 6" 100.5 B 6"
DESIGN ENGINEER.
LOAMY SAND LOAMY SAND
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 5/6 __ 10YR 5/6 _
-FROM THOSE-SHOWN--HEREON-SHALL-BE REPORTED TO THE-DESIGN -- - - - --_
ENGINEER BEFORE CONSTRUCTION CONTINUES. 98 3 30" F 98.3" 32"
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. C PERC C
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 25"/43"
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. COARSE SAND COARSE SAND
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 2.5Y 6/4 2.5Y 6/4
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES. 89.8 132" 90.0 132"
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN/IN. "C" HORIZON
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING NO GROUNDWATER ENCOUNTERED
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). j a'KNOCKOUT
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE I 20 IDA COVER
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. I I
E
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
4•KNOCKOUT 4"KNOCKOUT �
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. I (0
I
14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC I I
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN L--________ 4•KNOCKOUT____J
72" 'I
DESIGN CRITERIA PLAN VIEW
NUMBER OF BEDROOMS: 3 BEDROOMS r------- -------, r- -,
SOIL TEXTURAL CLASS: CLASS I ® ® ® ® ® ® ® 22' ® ®
DESIGN RATE: <2 .MIN/IN IzR i
I I I I
DAILY FLOW: 330 GPD
DESIGN FLOW: 330 GPD 72" 1 36" i
GARBAGE GRINDER: NO-AND NOT PERMITTED WITH THIS DESIGN SIDE VIEW END VIEW
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF WIGGIN LC-6, H-10 LOADING
.74 GPD/SF LEACHING CHAMBER
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY, H-10 RATED
N.T.S.
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS, H-10 RATED
USE 5 LC-6 LEACHING CHAMBERS IN SERIES WITH PROPOSED SEPTIC SYSTEM UPGRADE PLAN
3.5' of DOUBLE WASHED STONE ON ALL SIDES 6 KENNEDY TERRACE, HYANNIS, MA
SIDEWALL AREA: (10.0' + 37.0') x 2 x 1' = 94.0 SF Prepared for: DiBuono Sewer & Drain, 35 Content Ln, Cotuit, MA 02536
BOTTOM AREA: 10.0' x 37.0' = 370.0 SF Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:........................................................... 464.0 SF Engineering Works, Inc.
N.T.S. P.T.M. 317-20
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(464.0 SF) = 343.4 GPD (508) 477-5313 12/8/20 P.T.M. 2 Of 2
I