HomeMy WebLinkAbout0039 LIMERICK COURT - Health 39 Limerick Court
Centerville
A = 169 077
TOWN OF BARNSTABLE £c
LO_,ATIO 3 IA4 e Eck C C V P, ? SEWAGE #20 4,7- 90
VILLAGE A
V LeR Y/LZ Q ASSESSOR'S MAP & LOT '077
INSTALLER'S NAME&PHONE NO. / Nl A c Q_A111,e K. 4 S'o,11
SEPTIC TANK CAPACITY / 00 D 621,2
LEACHING FACILITY: (type).2 4Q X LcJ eLL 'S (size) 2 9— /Q le
NO. OF BEDROOMS 3
BUILDER OR OWNER ��� �"✓�
PERMITDATE: J o u�L COMPLIANCE DATE: U Z
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
Rear
I
2 q L //YM e c A-
t No. ' ' ' Fee $5 0. 0 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes`/✓
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zipplication for Migonl bpztem ttConotructton Permit
Application for a Permit to Construct( )Repair�X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.39 Limerick Court Owner's Name,Address and Tel.No.
Centerville,Mass . 02632 Kathleen Milligan
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—7 7 5—9 7 0 0
J.P.Macomber & Son Inc . Ronald J.Cadillac ,PLS , RS
Box 66 Centerville ,Mass . 02632 Box 258 West Yarmouth ,Mass.02673
Type of Building:
Dwelling X X XNo.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 5 0 G P D gallons per day. Calculated daily flow 3 X 110=3 3 0 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank E x i s t i n g 1000 tank Type of S.A.S.
Description of Soil 0-3" Sandy loam-3"-8" Loamy sand , 8"-32" Sandy loam ,
32"-60" Medium Sand , 60"-136" Medium Sand
Nature of Repairs or Alterations(Answer when applicable) 2 9 'X 10. 8 3 'X 2 Two 500 gallon
leaching chambers .Packed in 4 ' of 12" stone .
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 this oar of Health.
Signed ate 7/1 /0 2
Application Approved by ate
Application Disapprove or t e following reasons
Permit No. ` VAO Date Issued
Fee $50 00
+�
' THE COMMONWEALTH OF MAAACHUSETTS Entered in computer:
Yes-
4 'PUBLIC HEALTH DIVISION MTOWN. OF BARNSTABLE, MASSACHUSETTS
` 2pprication for Mtgossar *p6tem Construction Permit
Application for a Permit io Construct( )Repair 9 X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.3 9 Limerick Court Owner's Name,Address and Tel.No.
Centerville,Mass.02632 Kathleen Milligan
Assessor's Map/parcel �G
Installer's Name,Address,and Tel.No. 5 0 8-7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8— 7 —9
700
41.P.Macombep- & Son Inc. Ronald J.Cadillac,PLS, RS
Box 66 Centrville.Mass.02632 Box 258 West Yarmouth,Mass.02673
Type of Building
Dwelling XXXNo.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building. No.of Persons Showers( ) Cafeteria( )
Other Fixtures `
Design Flow 3 5 0 G P D t._ gallons per day. Calculated daily flow 3X110,339 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Existing 1000 tank Type of S.A.S.
Description of Soil 0-3" Sandy loam-3"-8" Loamy sand, 8"-32" Sandy loam ,
32"-60" Medium Sand, 60"-136" Medium Sand
Nature of Repairs or Alterations(Answer when applicable) 2 9 X 10.8 3 X 2 Two 500 gallon
leaching chambers.Packed in 4' of 11" stone.
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 this ,oar of Health.
Signed. �y ' Date 7/1 /0 2
Application Approved by �`/ ate
Application DisapprovedKor t e following reasons ZZ
Permit No. ` Date Issued
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate `of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (X X)Upgraded( )
a ,
it Abandoned( )-by J.P.Macomber & Son Inc.
at 39 Limerick Court Centerville,Mass. ¢ has been constructe m accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. U J 2` U dated /,j/u 2
. Installer J.P.Macomber & Son Inc. DesignerRonald J. Cadillac PL , S
" The issuance ofs e t shall not be construed as a guarantee that the sys- will function as signed.
Date—�� Inspector -
---------------------------------------
No.
THE COMMONWEALTH OF MASSACHUSETTS
V� PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
i� o�a1 item Con t� � �p � ruction hermit
Permission is hereby granted to Construct( )Repair7(X X)Upgrade.( )Abandon( )
Systemlocatedat 39 Limerick Court Centerville ,Mass.
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
r Provided: Cons I ctio must be completed within three years of the date of is/pe .
Date: r 1112 Approved by
DO z 7y
AIL"O CAT 10 SEWAGE PERMIT NO.
° VILLAGE
INS A E is N E A S
OR OW
DATE PERMIT ISSUED = l- 7%
DATE COMPLIANCE ISSUED
f
r
.33 y
FlcAi..0.0.....
THE COMMONVVL:ALTH OF MASSACHUSETTS
BOARD OF HEALTH
�vY�......oF.. h95ta b---
, fir than for Dispniial Work,6 (famitrurtion ramit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at: 4
....� jlo,� jc n�cik� - --------------------- --------------------�--------✓---------l ......_.......------------------.............------
a .... d......�ar�Cnc(aR!i4Oo"(n eer�d��e4 /.. � r L otNo.
..... J •- . C. ._..__........_.
.4_ .......................
C1 Address
••-• : Y . -.:. _..... ............� ...............................................
Installer Address
Q Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type e of Building __..____.. No. of ersons____________________________ Showers ( ) — Cafeteria ( )
a YP g --------•--------- P
Q+ Other fixtures -------------------------------• -
gallons per person per day. Total daily flow____._.__.______._____.__._.._.______._____gallons.
W Design Flow............................................
WSeptic Tank—Liquid*capacity------------gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No_____________________ Width.................... Total Length................=_.,__ Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter................:... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .
��L:-- C --------•------------------------------------- -- ------- - -- ------- --------------------------
O Description of Soil..........
x ------------------------------------........
-------------------------------------------------------------------
----------------
•---•------------
UW •---••---•-•----------- -•-----•-•••-•----••-------••--------•••------•-•-•----------------••---••-------•-•...-- -----� - •-•--•----•-• --- •-........................._
Natuze of Repairs or Alterations-Answer when applicable______,-_�� � i' 'r
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions bf TITi!;. 5 of.the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance ha?ee issued th 0 d of hejallth.!
Sig d.. ------ __�_._..._...- "' �
/� 7
Application Approved BY d� w - eY
Date
Application Disapproved for the following reasons----.................-------------------------------------------------------------------------------------------
----------------••-------•---------•-----------••...•--•••------•--•••--------------..........•---------•-••----•-•---•----•------•---------•----------••-•-----•-----••----•••-•-•---------•-•.....----
_ Date
PermitNo......................................................... Issued_---- -'�............................................Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
• � F �
...... . �� d.Y.l. ......OF....,,221 or",.z?-x-`'���'� a-----------------------•------•- l
Applira#inn ,for Uiipaial Works Tomitrurtijan . amit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at 1
...
_,bocation J•- oddress Cr Lot No.
w - rs y' ">�.r°B 4
"®" Owner Address
W �.-.� f.01 t�€"iF6 r� %d..." 1.'' „f� s� . r')'� %v" '1 �.,
a ...__..�_._:. - _..... :
Installer Address
QType of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building No. of persons_____________________________ Showers — Cafeteria
a Other fixtures _______________________________ __ ______
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
1:4 Septic Tank—Liquid*capacity------------gallons Length________________ Width................ Diameter................ Depth................
W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
x
Seepage Pit No...................... Diameter____________________ Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing•tank ( )
Percolation Test Results Performed by....................................
------••---•-•••-----••••----••-••••• Date........................................
aTest Pit No. I................minutes per,inclr Depth of Test Pit.................... Depth to ground water.......................
Test Pit No. 2________________minutes per Inchy' Depth of Test,Pit.................... Depth to ground water........................
;r -----------------•----------------------------------•-•-•---••-•-........................._..............................
DDescription of Soil _rx..•. p. x!,'CJ...................................................................................................
x
W ••-••---------------------------•--....._.._._.._..---••-••--• --._.._.....-•--•-•--•--••-•---•---------------....--'•-------•------------•-------••----•----.._._.....---•--1t------•=---•---
x
V Nature ofRepairs or Alterations—Answer when applicable_____ _______________1�__.___._____:_._.._.___._.._..__._.:.:.:.__.____._________._.__ .
e
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLL p 5 of the State Sanitary, ode— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has een is ued by the b rd o h th-
Application Approved B ate_7
Ig e _
;1 Date
Application Disapproved for the following reasons------------------------------------------------------------------------_________-_-_--__----_
s
Date
rp, a P rmit No.......................................................... Issued..........................................
i Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
t
.............. ..�,._...........- k '.............
THZjLJ6 T,OL CERTIFY n'�, That the Ivldual ,age Disposal System constructed ( ) or Repaired (A-T
bY........- = C� 2 :Ft�.: 1 ,t -------
Installer
i. ------r4-'�--P 1 L_.- -'--/"x. )k)� _----------------- - ,���1/���'_.t._
has been installed in accordance with the provisions of T j of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No'----- ------'Z-p /---------___ dated....... :_
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST ED AS ARANTEE THAT THE
SYSTEM WILL FUNCTION -SATISFACTORY.
DATE_.._....11 .-���� ......................... Inspector.... !!���Z2�%l/l ------ ----
THE COMMONWEALTH OF MASSACHUSETTS "`�
BOARD OF HEALT
/):.....OF.....
> ............................
• ---------••-------•-••-•-•................
Permission >s hereby granted_._`s.!�. __:._ ____ _ 'lr .r_-: �..�?'� ,�: �.✓•-
to Coristru yt_( ) orc:Re air (lam) Individual age Disposal•/System
Stre
as shown on the application for Disposal Works Construction 1 Dated_-_--
...........
- •--•..................�f(� oard of Health d
DATE-----. ......................................... ! �.
FORM 1,255 HOBBS & WARREN, INC., PUBLISHERS
i .. _
X
/ 4
i
i
P/// i
` JOB NO. B01-23
NOTES Milligan.dwg
ro 1. LOCUS IS A.M. 169, PARCEL 77. o Cir��e
o
2. ELEVATIONS SHOWN ARE TOWN CIS f0.3'
0 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985.
a_ N/F 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) oc
N 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �oto�
"' CHAMBERLIN 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. �36
ro - 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. °
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 'JE 2a NOT TO
9 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
44.9 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
N/F N/F 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
45.1 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC..
CURRAN CRAVEN 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
5,1 } IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
44.2 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet)
A4,9 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
BENCH MARK--S.W. CORNER OF .44.1 REDUCE GRADE BY 5" OVER PART OF 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O A layer 10yr 3/2 44.3
WOOD DECK = 46.61 GIs t0.3' 43 8 LEACHING AREA AS SHOWN, OR USE TEST HOLE DATE: December 13, 2001 3" sandy loam
45.6 44.7 � 3 EXTRA 5" OF STONE OVER DRY PERFORMED BY: Ron Cadillac, Soil Evaluator E layer 10yr 5/2
/} 72S 0- WELLS TO KEEP COVER AT 3' MAX. WITNESSED BY: Perc Exemption Form 8" loamy sand
/ x 44.8 Op, F PERC RATE: <2'-00"/inch (C layer) B layer 10yr 5/8
BENCH MARK--TOP OF SPIKE 45,2 SOIL SURVEY(1993): Carver loamy coarse sand 32„ sandy loam 41.6
�SET FLUSH= 45.50 CIS t0.3' h ` / - x 8 45.73f GEOLOGIC MAP(1986): Barnstable plain deposits
(2T-3" OFF DECK & 9' OFF FENCE) ryOO 4418 "n C1 layer 2.5y 6/6
Top Found. Invert 42.03t 48 medium sand
45 •4 ®34.25 Use Gas Baffle 2 DRY WELLS (10% gravel)
2 � 4 .4 Existing Invert 41.42 60"
Proposed
/ / J05 44, 6 3 Top Conc.=42.1 C2 layer 2.5y 6/
7�,o / / p E Existing S=3/16"/ft „ Top Peastone=41.8 medium sand
5.1 4�, �4\4 ,�� E 34,75 1000 gal. S=1/8 /ft-
Tank
0.7 / & ��44.9 �,� 5 x - - - -1 24" 136" no water 33.0
�� o �F LOT 6 0 0 ^� T
,50 / ?j , ' \ Oy
/� 45. w� 4,1 15 625± S. F. 3 Invert 41.59 Invert 41.28 6 3, 39.28
46.0 / / x 45.1 ' 6" Stone or Compact Proposed Proposed Bottom
x 43,5
70- 29
14 Bottom TH1=33.0
N x 4 26., I 44,81 ` 44. `°
DESIGN DATA
n 35,20 r '
ARS ,. 44,3 44.6 / \ 44,0 � v
:: 4 ,6
TH 1 0 4.40 / BEDROOMS: 3
44.6 "1
0 "NGARBAGE, DISCONNECT LEACH AREA
/ x REQUIRED CAPACITY: 330 GPD
2.8 O EXISTING SEPTIC TANK: 1000 GAL.` USE 2 DRY WELLS SET 4' APART WITH
F �
44 c q� c a \ . 42.5 o 1� 3' OF STONE ON THE SIDES AND 4' OF
�9 �r'jy F \ �ry`'� IP BOTTOM LEACHING AREA: 314.1 SF
42.. \ a / [(29' X 10.83')] STONE ON THE ENDS FOR A 29 BY
. 40.59 ` 10'-10" BY 2' DEEP LEACH AREA.
72 �\ 4
F G 2\17 SIDE LEACHING AREA: 159.3 SF
�4 1 \ [2(10.83'+ 29') X 2' DEEP)]
�SSf Sao, x 41, \ 3584 DESIGN CAPACITY: 350 GPD
,
42,6
3 37.0 314.1 SF + 159.3 SF X .74 GPD SF
423
\ \
N/F 40 � 36.83 (pl
rn �/
JOSEPH 40.7 5 85 "
4 ,4
Ik2 /
/
/
BENCH MARK--TOP MAG NAIL pcQ) 36.21
SET IN PAVEMENT=36.21 CIS f0.3'
(7'-4" OFF CENTER OF POLE) 3 6.3 2
SITE PLAN
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE. KATHLEEN MILLIGAN
LEGEND
\�HOFMASs9 r o� P�� °Fn7gsS9y� LOT 60, 39 LIMERICK COURT, CENTERVILLE, MA
TH 1 TEST HOLE LOCATION, NUMBER s RONA ?.� RO . LD W WATER LINE MARKINGS JAM JA FEBRUARY 14, 2002 SCALE: 1 "=20'
� • o .`E,�
E OVERHEAD ELECTRIC WIRES (IF SHOWN) ' U
G GAS LINE MARKINGS # 1060 p # 5779
o o
FGIST�R� t/ ( FESS\O :r
x 9.5 X 8.7 EXISTING & PROPOSED ELEVATIONS ( X> > MARKS POINT) y' SAN[TAR'PN q SCR\JE
EXISTING CONTOUR RONALD J. CADILLAC, PLS, RS
g- PROPOSED CONTOUR � �0 2- PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
0 UTILITY POLE (IF SHOWN) P.O. BOX 258
® EXISTING DRAINAGE CATCH BASIN WEST YARMOUTH, MA 02673
x - FENCE (IF SHOWN, NOT ALL SHOWN) (5O8) 775-9700
HEALTH AGENT ,APPROVAL DATE PAGE 1 OF 1
' C 2002 BY R.J. CADILLAC