HomeMy WebLinkAbout0173 WEST STREET - Health (2) �5 ✓r c l �
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in corn uter: �
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
applitation for -Mispopl Opstem Construction permit
Application for a Permit to Construct(C//) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No._ 73 64,e se Owner's Name,Address,and Tel.No.
Usfe:v�)1� Lr
Assessor's Map/Parcel139 V i 52-(4 t L
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�I C Aerr,l (0"v-fucd�oti 5 i e �►e:r
Type of Building:
Dwelling No.of Bedrooms y Lot Size 67,11 Csq.ft. Garbage Grinder( )
Other Type of Building J PS i6t" T(J No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) y n gpd Design flow provided i/[ gpd
Plan Date M&w to 2.0a" Number of sheets i Revision Date
Title
Size of Septic Tank I Type of S.A.S. 3 ilr-A JA 120 (kft h 6
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) +v5�c:�� cc !0cQ, LiSCXo r44C�anl %y 5:3_
P/WV
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.
Si d Date d Z/ `a
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
e::.1. : .. ' H .-'.n. •` .-.,r'. rrt Y� ..v:'.t". T r+)�•" E7 _a _� ..! .....*r. . ._: .,
04
No. r Fee
. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y � ---
_, PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE, MASSACHUSETTS
+ ,;+ application .for Dispo:s�� psteln Construction erntit ;
Application for a Permit to Construct Repair( ) Upgrade 1_ Abandon( ) ❑Complete System ❑Individual Components
:3e
Location Address or Lot No.-/73 6%4 5f-So- Owner's Name,Address,and Tel.No.
owro�Y , C.
Assessor's Map/Parcel I
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
V. ,Z(0WA) : -rc,Wot 60"Os.-ftxt1CA,
TI pe of Building:
Dwelling No.of Bedrooms y Lot Size 4) sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria.( )
Other Fixtures
Design Flow(min.required) �{� gpd Design flow provided y�� gpd
Plan Date AAr j t c) Number of sheets 1 Revision Date
Title .r
Size of Septic Tank Type of S.A.S. 3kmeo •Zp C6^)tr(_` _
Description of Soil
r •
` 7r ,,
Nature of Repairs or Alterations(Answer when applicable) nos re,) ec `NCiLb /qW GG 116 d
-rook H-l U#'C) -box u..o) 44•Qa 700 aG 1104 (1 OM kl,� Zdilh �f:116, 4- .6� ✓�i �'"
P/wv
Date last inspected:
Agreement-
The undersigned agrees to ensure the construction.and maintenance of the.afore described on-site sewage disposal system iri
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. Y
Signed / Date Z/ f,02
Application Approved by DateDl r �.l Application Disapproved b pp pp Y Date
for the following reasons--,
Permit No. �" _ Date Issued
H N— THE COMMONWEALTH OF MASSACHUSETTS
7 BARNSTABLE, MASSACHUSETTS
1 Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( !i� Repaired( ) Upgraded.
Ab/ando ed( )by �� fl ((9 of/a/ �T (.6o' cen1s-y�,, i ar,
T
3 ukv f /nvive/4 has been constructed in-accordance//
i h e provisions of Title 5 and the for Disposal System Construction Permit No'��h dated
Installer,/J.4 &,✓^ �,�- Designer 4& J,'
#bedrooms A/ Approved de ign�fl w_��y� gpd
1 The issuance of this permit shall not be construed as a guarantee that the system will ifitnction as designed.
Date „� ) 1 ;� l 1 Inspector
•r
------ - -------------------'--_.___-.__.__ _L.__._�_.�- .__._._ ._._.__, ----- ,---
Fee
'T
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Mtspo l *pstrm Construction Vermit
Permission is he granted to Construct( I` Repair( ) Upgrade( ) Abandon( )
System located a / w f•F ` 6k
and as described in the above Application for Disposal System Cons
truction The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
r t
Provided:Construction mu t betco*leted-within three years of the date of this��permit.
Date I t ! APProved`by t
46 * '..:.»s.��'. :�'• i1M:4..-. ,. ...r ifi:..:,m,.�w»5�ec.�"a:, . >r. e:
TOWN OF-BARNSTABLE
LO LCATION:/'7 3 Ii1�,''�5, — SEWAGE# 20A- ) j Q
' VILLAGE (��uld ASSESSOR'S MAP&PARCELiq/ 02,
INSTALLER'S NAME&PHONE NO. ,D&)�
SEPTIC TANK CAPACITY iwb
LEACHING FACILITY: (type) 'Yo0 O.r hm (size) 116? 3 3,S"
NO.OF BEDROOMS
OWNER vi S 71,A i
PERMIT DATE: to COMPLIANCE DATE: o ,�
Separation Distance:Between the:
. No GLveNCv,)nI4?(CU
Maximum Adjusted Groundwater Table to.the Bottom`of Leaching Facility Feet
Private Water Supply Well Leaching Facility(If ariy 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.D 4 ,VJN ZqC
(� ' 'SRC ii L
e
Town of Barnstable
Regulatory Services k
Thomas F.Geller,Director °
'a $ Public Health Division F e
Thomas McKean,Director f
200 Main Street, Hyannis,MA 02601
i
Office: 508-86
246J4 Fax: 308-790-6304
Date: klA .SewagePermit#S(`" I,—(,�( `Assessor's Map/Parcel / (}
d ?
Installer&Designer Certification Form
Designer: Dom , ,•/ � Installer: �. j3ior, "J Zr. '/(;llhn,
Address: Address: e
Az
on &' / :9 l/ ! . l',{!F' / was issued a permit to install a
ma or)
septic system at %73 PSG- 6 ai� -Ol based on a design drawn by
( ) f
(designer) dated 71 I U I _. E
`T�
certi that the l
fy septic system referenced above was installed substantially according to
the design,which may include minor spRmved changes such as lateral relgcation of the
distribution box and/or septic tank. Strrpout(if required)was inspected+and the soils-
were€ound satisfactory.
l
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 nay component
of the septic system).but in accordance with State&Local p- 111dons. Plan revision or
certified as-built by.designer to follow. Stripout(if rp- --ted and the soils
were found satisfactory.
DAVID y ,
u e i
i
v �
yy O
O �P�NaR°R
GI(ZGl1r �
TOP PROP05ED FOUI0. EL. 27.0 SEPTIC SYSTEM PROf ILE VIEW N .T . 5 . H2O R15ER WITH
METAL COVER
F
TO GRADE IN DRIVE-
FINISHED GRADE EL. ±2G.G' WAY -5ECUREDTO
FINISHED GRADE EL. ±2G.5' I.P. WITH SCREW TYPE CAP TO WITHIN UNAUTHORIZED ACCE55
LI/
RS TO WITHIN I_ 1� 3 OF FINISHED GRADE (ONE PER TRENCH) USE CHARCOAL VENT Locus
F FIN. GRADE ± RISER +23.7' FINISHED GRADE EL. ±2G.3TUM
INVERT OUT ., EL. _24.4 _--
F128S
F
INVERT EL. . C ;., INVERT EL. INVERT EL. Mr�ngg
Mir. INVERT EL. FILTER FABRIC I ONE RI5ER PER TRENCH 3-, d o 000
23.3 23.02 22.8222.G2 I- J.5� EL. 23.3' d o 000 o d :a.d . 24
48" LIQUID LEVEL
= == =0 = __ = o c = o p =__ _ _ __ =O = __ _ -
d I
= == ==o =_ _ _ _ = o==_= o 0 0 0 0== == _ -a--
GAS BAFFLE INVERT EL.
o 0 0 ooc o 0 0 0 0 0 000 0 0 0 0 0 o =C=0 0 0 .d.d .d 20.22 48" 4S"
LOCUS MAP
DISTRIBUTION BOX 22.22' 48" -� �I 48"
° H2O LOADING 33.5' PRONOR EEB OF TRENCHES ONE
LEACH TRENCH-END VIEW SYSTEM DESIGN DATA:
3l4" - I I/2" DOUBLE WASHED STONE ALL AROUND 6?PROPOSED 1500 GALLON TANK PROPOSED CHAMBER TRENCH NUMBER OF PRECAST UNITS PER TRENCH = THREE FOUR BEDROOMS = 4 x 110 GPD 440 GPD REQ. FLOW
�`
PRECAST DISTRIBUTION BOX NOTES:
NUMBER OF -BENCHES = ONE
IN5TALLTHREE 500 GALLON PRECAST UN175 USE ONE CHAMBER TRENCH, 12.83 W x 33.5 L x 2 EFF. DEPTH MINIMUM WALL THICKNESS = 2" NUMB SIDE WALL: [33.5+33.5+12.83+12.83] x 2.0 = 185 SFER OF PRECAST UNITS PER TRENCH = THREE WITH FOUR FEET OF DOUBLE WASHED STONE BOTTOM: 12.83 x 33.5 = 429 SF GENERAL NOTES:
AT SIDES
MINIMUM INSIDE DIM. = 12" * AT EACH END ASSESSORS DATA:
BOTT. TEST PIT 1 2.3' 614 x 0.74 = 454 GPD TOTAL DESIGN FLOW PROVIDED
OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT H2O LOADING NO GROUND WATER DR REDOXAMORPHIC H2O LOADING MAP 139 PARCEL 002
FEATURES ENCOUNTERED
NO GARBAGE DISPOSAL ALLOWED REFERENCE DEED: 32600-267
2" MINIMUM BELOW INLET INVERT.
REFERENCE PLAN:
82-115 & 188-39
SEPTIC TANK NOTES: THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL
ZONING DISTRICT: RF-1
ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE
IN. LOT AREA 87,120 S.F.
440 GPD ® 200% - USE 1500 GALLON SEPTIC TANK DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE
' FRONTAGE 20' MIN.
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE.
WIDTH 125 MIN.
MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH
BUILDING SETBACKS:
FRONT - 20'
THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY
SIDE & REAR - 10'
CLEAN-OUT MANHOLE. FASTENED TO THE LINE OR RECONSTRUCTING THE LINES
OVERLAY DISTRICT:
UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. CONSERVATION MITGATION AREA:
PLAN LEGEND RPOD, AP
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3"
THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, PROPOSED STRUCTURE WITHIN �
ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH 100'JURI5DIC"ION = 220 S.F.
LOCUS IS NOT LOCATED IN A STATE ZONE II
/ 0 50I1_5 TE5T PIT
6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND REMOVE GGO S.F. OF FIELD GRA55 100% SAS RESERVE AREA �' LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE
THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, AND REPLACE WITH NATIVE 5HRUB5 gN►; CB,�D' �`1'
TO PREVENT SETTLING. (12)VIBERNUM, (9) INKBERRY AND EXISTING UTILITY POLE
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH EL 26.6 I FEMA DATA: ZONE "X"
(I 5) CLETHRA LUNG /
REMOVE 88 � / +25.7 °D +19.1 EXISTING SPOT GRADE MAP 25001 C0757J
00
6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 1500 GAL. RAZE EXIS�NG DWELLING NAVD // ( ; 25.3 -'t8`- MAP DATE: JULY 16, 2014
TO PREVENT SETTLING. TOE OF STONE TANK � I ; i - -- EXISTING GONTOUk
RIP RAP WALL
ONCE LINE o O�� \ 1 g FLOOR AREA RATIO:
00"W / r^ PROPOSED COtv°TGIJR
ALL AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED 582° 27 20 2d 2 SEE 0EN SEPTIC +25.3 10'\ Ism
RAP WALL- 200•00. � � >, 10. � '� I /' 30% ALLOWED = 5988.3 S.F.
ACCESS. CB ( ABUTTER RIP __ !8 \ NOTE # �� r /�I FIRST FLOOR R 19136 S.F.
pN`1'1 ExISTWG OVERHEAD WIGS SECOND FLOOR = 1368.0 S.F.
PROPOSED BASEMENT = 1902.9 S.F.
WETLAND w1 FND.L ----1 �o ®� N \\ _ MtN 1 �� 1 i � GUY WIRE
THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12" WITH TWO 0, TOTAL PROPOSED = 5173.8 S.F. = 25.91%
�r \
Q _. � 20 I
20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS 3 ' 15 - ?�` -- ` 3� +
.1 2 , I ® LOT COVERAGE:
£p ' 0. ' / I ' I n 1 HVAC UNIT EXISTING COVER BY STRUCTURES = 7.8 %
OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. ���E �� 1 0" f ,t : u 9.7\ `- - h I �5 7 Z EXISTI I I
00, Z `_ _---- m i ALLOWABLE LOT COVER BY STRUCTURES PER
B(J 5W o GRAY L
THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. �,_�.►� 6i ' ` ' J GAGE ! ' I a' DWve' I "� DEMO REBUILD = 20% OR 3992 S. .
m N + �eclDuous TI�e F
PROPOSED LOT COVER BY STRUCTURES PER
BVW#3 BVW#2 F r✓FF� I >, +19.6 ® , I - - 124.5
F� t ' . Z -' M ` �, I to I 1 � I DEMO/REBUILD = 16.38% OR 3271 S.F.
I �5W
/ 23 t' POSED SLEEVED APPROXIMATE EXISTING SEPTIC COMPONENTS
8-
® PRO WOODED /
3 `�e� I �'k"�
WATER LINE
SHOWN PER TOWN AS-BUILT CARD 2010-221
ROPCSSD PRO OSED ? 0 W � VENT
i -�-�/ I
DWELLING � N - _ 4 �. I, +23. ® PR0P05ED DRYWELL BVW FLAGS PER WET TECH LAND DESIGN INC
3 DECK i TOP OF FdUNDATION � 10 0 ; '
- / / . + ( i it EL.27.(Y / _ _ _---- p �''
W o �p // �j I ---- \ � n OLLY I ZI
`Q_ - / /
- O �� O I � � 19.5 '
�� f WI
tp - �, _ ,N i CB FND. CB _-�
rn __ )► - - 'pry // Q�/ I - TOW 25 M h 1 BROKEN qI FND.
/ LOT A 1� ��o, - - \-��24.6'f �' 24-
N i a
19,961t S.F./� r-o-' 2 7 N3"' 1 1' 41"E
14. 1 1' i
GENERAL SEPTIC NOTES: 4 - -- - - - / /� l ± o ` 0� yEL pRIVEWAY CB \� 1
WOODED 1 I cv i REM _-'--- FND. I 1
1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP I \ - f 1 01
1500
� I
*- i I PROPOSED ? I 1
I - RAZE LON SEPTIC TANK 4 +23.0 J22 8
TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS //197. 8LOCN 6P` SED H2O D/S if I
A �6, \ - - - - - o 27' 00°E PVC i 4- 0. RET. NALL PROpe - _?2- _FOR THE SUBSURFACE DISPOSAL OF SEW GE _
16 - - N8 �� SEPTIC: ,' _ � t
" VENT + EXISTING DWEIUNG PROPOSED R CR t
2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 RAZE CHAMBER
ITING
CB H2O LOADING wl
OF FINISHED GRADE UNLESS OTHERWISE NOTED. END. / I AgANDOCO PONE TS (1283 x 33 5) of
-PER RULE V REQUIREMENTS-------------------------
3.
t wl
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF ��/�
� I
WAY 1
WITHSTANDING H-10 LOADING UNLESS OTHERWISE NOTED. __ __ t
_ �RAV1:L ---------------- 1
Citib
4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION -- -
SOIL DATA:
OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR WIANNO
ALL MATTERS RELATING TO ELECTRIC AND/OR GAS LINES AND EASEMENTS. PT #21-40 OF,
TEST DATE: 3/01/2021
5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) <2 MIN/INCH CLASS I SOILS IN C LAYER S DAVID
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE SOIL EVALUATOR: STEPHEN DOYLE
MASON
1 65 � SITE SEPTIC PLAN
v ,� N0. t, s�,'
MORTARED IN PLACE.
WITNESSED BY: DON DESMARAIS IRS
�OlS `� PREPARED FOR
TEST HOLE - #I TEST HOLE -#2 TEST HOU-#3 TE5T HOLE - #4
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT.
o" A LAYER EL. 25.5' OilA LAYER EL. 25.5' 0' A LAYER EL. 25.3' 0" A LAYER EL. 25.3' 173 WEST STREET
8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE SANDY LOAM I OYR 3/2 SANDY LOAM I OYR 3/2 SANDY LOAM I OYR 3/2 SANDY LOAM I O"R 3/2
4" 4" 4' 4" OSTERVILLE, MA
AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. Bw LAYER Bw LAYER Bw LAYER Bw LAYER �sAA
LOAMY SAND I OYR 5/4 LOAMY SAND I OYR 5/4 LOAMY 5NND I OYR 5/4 LOAMY SAND 10"R 5/4 ►►►'��;,, �, ��� SCALE: 1" = 20' DATE: MAY 10, 2021
9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR 24" EL. 23.25' 24" EL. 23.25' 24' EL. 23.3' 24" EL. 23.3' •r�- <,;;TEi,> "9�� 0 20 40
Feet
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. PEKC 48" PERC 45 STEPHEhI ►
� � ,� REVISIONS:
j DOYLE '►
10. PROPOSED WATER SERVICE WITHIN TEN FEET OF SYSTEM t40. 3; 5a i
C LAYER 2.5Y G/4 C LAYER 2.5Y G/4 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 : v _ ,
e
COMPONENTS SHALL BE SLEEVED IN PVC. FINE SAND FINE SAND FINE5AND FINE SAND �• Jt�r�
156" EL. 2.5' 156" EL. 12.5' 156" EL. 2.3' 156" EL. 12.3' Stephen Doyle & Associates
NO GROUND WATER OZ REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OZ REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC P. 0. BOX 621
FEATURES ENCOUNTERED FEATURES ENCOUNTERED FEATURE5ENCOUNTERED FEATURE5 ENCOUNTERED East Falmouth Massachusetts 02536
Telephone: 508 540-2534
sjdsurvey@ool.com
I