HomeMy WebLinkAbout0355 OAK STREET (CENT./W.BARN) - Health (2) 355. Oak Street
Centerville
A = 194, 043
No. 42101/3 ORA
ESSIEQ.T E
10%
O O O O
f
FEE N,�. ��r" THE COMMONWEALTH OF MASSACHUSETTS '
BOARD OF HEALTH
�1 OF
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct (X Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components
Location Owne Na e rA
V �n/� L 7
Map/P rcel# 77�'
Lof# Teleephhionnee#
��'' I Caller's me Designer's Name
Telephone# Telephone#
1
Type of Building: 1 --. Lot Size 51 SV 6 Sq.feet
Dwelling—No.of Bedrooms Garbage Grinder ((
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.requir �ed) U gpd Calculated design flow � gpd Design flow provided pd
Plan: Date�� �, I Number of s is � Revision Date —
Title 7:1�n
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Dat of valuation t?
TXr J.
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE S and further rees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
NO. THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
Description of Work: ❑ Individual Components) omplete System
Tye undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( )
35s St r�av t Ile
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built
plans relating to application I � ed ^ — Approved Design Flow (gpd)
Installer
Designer: I r+ Ik Inspector Date 6/,?o U
` The issuance of this certificate shall not be construed as a guarantee that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
No. iS"QTHE COMMONWEALTH OF MASSACHUSETTS FEE /,Grey lr�
BOARD OF HEALTH
j
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is Vhe/eby granted to Co uct ( ) epair ) Upgrade ( ) Abandon ( ) an individual sewage
disposal system at y as described
in the application for Disposal System Construction Permit No. kb01, 550 dated 6120A
Provided: Construction shall be completed within threeSyears of the date of this permit.All local conditions must be met.
Date 0 0 Board of Health,
FORM 2 - DSCP DEP APPROVED FORM 5/96
i FORM 1255 (REV 5/96) ;H&W HOBBS&WARREN TM., PUBLISHERS- BOSTON
7
'�„t ^'r-r'' ir+r�.,M,'1-y ,it'�^n,:�.j:'L'SaC"+ht1i'+-,.-•,.,..n"t^I`'=t�,.r,.vzrk',:�%a�'.,_^ei^s^,.,::,.J'.?t�+%*F'c:'rb�fT'nr�`4".'� � .,. �"-.'-•'frh�"�4f `,...r .r,:�:t'���lr�r.�w Ya,.i-+r.-.a-rk :R:`"^ rfL.
"� AW ,
►Nn, a �"' THE COMMONWEALTH'`OF MASSACHUSETTS FEE
OF AZJJ
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT l
Application for a Permit to Construct (X Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components
Location �� '/ / Owne(?Na e ) h
� .. Map/Pa cel# ress ;
l twrn Lo # Telephone#
cAle, l� �ir e-
10aller s N/'me Designer's Name(�
q� �r/[,..Ir Ai P, Address^" �I "s'1v 111'
j Telephone It *Telephone
#
Type of Building: li ' - Lot Size 45DSq.feet
j Dwelling—' No.of Bedrooms Garbage Grinder
�.s
Other—Type of Building No.of persons Showers ( ), 'Cafeteria ( )
Other fixtures
Design Flow(min.required) U gpd Calculated design flow it gpd Design flow provided �-pd
Plan: Date, Number of s ets - Revision Date
Title
#.
Description of Soils)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS C .. �. v,'L Fjr rip
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and furtLor�ees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed A Date
r 4 l,t
y,- IISbS
FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
.� f
r
TOWN%BARNSTABLE
•
LOCATION aOY--
' SEWAGE � v
VILLAGE LER L� q ASSESSOR'S MAP &AOT—M/oa
1 & b' H O N "P-�_•
i
SEPTIC TANK CAPACITY 116 6 9 to
LEACHING FACILITY: (type) 1 (size
NO. OF BEDROOMS
BUILDER OR OWNER1\4 VJ Q
PERMIT DATE: U f COMPLIANfE DATE:
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
17
2 . Z
y .
let.(508)362-4541
.939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cope engineering
civil engineers& land surveyors
structural design
Arne H.Ojala P.E.,P.L.S.
Daniel A.Ojala, P.L.S.
land court Timothy H.Covell, P.L.S.
surveys June 17, 2002
Thomas McKean, R.S.
site planning Barnstable Board of Health
367 Main Street
sewage system Hyannis, MA 02601
designs
Re: #343 Oak Street, Centerville
inspections Dear Tom:
Down Cape Engineering, Inc. performed inspections of the
permits newly constructed septic system at the above-referenced
location.
The grade at the rear of the dwelling has been has been
reduced such that the septic system will not need a pump
as shown on the design plan, and will be within 3' of
final grade. The soils were inspected and found to be
suitable.
If you have any questions, please do not hesitate to call
me.
Yours truly,
Arne H. Ojala, PE , PLS
Down Cape Engineering, Inc.
E EIV
cc: Markwood Corporation JUN 18 200pA
2
TOWS 0 L TFi ADEPT.BLE
-
raj
TOP FNDN. AT EL. 95.0' 1�
ACCESS COVER TO WITHIN 6" OF FIN, GRADE
BA , BLE
CHAMBER ACCESS COVER (WATERTIGHT�) TO ,QO
PUMP UT�
SEE INSET BELOW
WITHIN 6" OF FIN, GRADE 6 94.0' MINIMUM .75' OF COVER OVER PRECAST 96 0� VENT D-BOX 2% SLOPE REQUIRED OVER SYSTEM
' Y PROPOSED GRADE = EL. 97.0, I-Cois
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
92.0' FOR FIRST 2' �pRTypR
PROPOSED 1,500 1000 GAL. 94.0'
HOLDER LN = Q�
GALLON SEPTIC H-10 S T o,a ALLAN RD
91 .4� TEE �4� o w
91.78' 91,53' op oo
TANK (H- i 0 ) GAS o 93.5' o OAK ST
800 GAL.+ I �� 93.54' _. o�
BAFFLE RESERVE 93.71 3.5' C�? SIDESCD
0 00
DEPTH OF FLOW = 4' y
0 0 0 0 °gyp WEQUAQUET
TEE SIZES: o0 ogo 14" `'co oo� Sp LAKE
INLET DEPTH = 10' 6" CRUSHED STONE OR MECHANIC:A_ ooc>
0 00 0 00 0 0000 91 .5' qCF
OUTLET DEPTH = 14' COMPACTION. (15.221 [2]) A RO
s 3/4" TO 1 1/2" DOUBLE WASHED .STONE
(MIN 2% SLOPE) (MIN 1% SLOPE) (MIN 1% SLOPE) (MIN ,`% SLOPE)
FOUNDATION 11 SEPTIC TANK 4' -- PUMP CHAMBER" 6' D-BOX 6' LEACHING FACILITY
(NOT TO SCALE) (5 , 7.1
�Z� I W5 At
,
-0 � I _ �� � � � t_`��.;����� SCALE 1 " = 2083
MAP 1 4 PARCEL: 43
1 1rL E G E&!%,l,n
o� ASSESSORS 9
- �PROPOSED WELL ZONING DISTRICT: RI=
� YARD SETB,,.,KS.
` "`�--�
-- 16 EXISTING CONTOUR '° _. 3 101, VFRONT = 30'
I 1° - `"- - '` ` �-_. q �A��hE ZK�C -1 DEPTH (IN.) TH4 ELEVATION (FT.) DEPTH (IN.) TH5 Ft.F_.VATION (FT.) SIDE 15'
-" PROPOSED WATER LINE !` �� \�` r°� 0" 0 A 96.9 0" 101.0 REAR = i 5'
10 (�
�-}- PROPOSED CONTOUR 9�_ i,,1 O {& A PLAN REF: BOOK 312 PAGE 10
��: GAMY SAND LOAMY
YP SAND
`_, „
x 17 4 PROPOSED SPOT GRADE 97 -- ` __.. ` ' �t�- ;°7 6 B 96.4 6 -----B i 00.5 FLOOD ZONE: C
TH1 SOIL TEST HOLE 9 '� -- ``� `- 100 ' / LOAMY ` A,.,
00 �\! � ' SAND L � ,�+Y SAND GROUNDWATER OVERLAY DISTRICT: AP
SEE TEST HOLE LOGS) 9 _ _..�,_ � �°
I. 36„ 7.5 YR 6/8 93.9 36„ L.
YR 6/8 98.0 *VERIFY WITH TOWN OFFICIALS
PROPOSED SEPTIC TANK 9 ^19 5' REMOVAL OF UNSUITABLE SOIL REQUIRED - _ Cl Cl
AROUND PERIMETER OF SYSTEM DOWN TO SANDY LOAM (UNSUIT.) SANDY LOAM (UNSUIT.)
93--- SUITABLE SOIL LAYER. REPLACE WITH CLEAN SEPDESIGN.:-- (GARBAGE .')ISPOSER IS ( NOT ALLOWED ) 10 YR 6 6 - 10 YR 6 6
PROPOSED LEACH FIELD ��9 MEDIUM SAND. ENGINEER TO INSPECT AND72" C2 90.9 84 C2 94.0
92 -- 3._.� C�RTIF" RL ,ate DESIGN FLOW: ` _ EED�^�'�": �110 GPD) 440 GPD
Pc PROPOSED PUMP CHAMBER 9 __ ----- - - "."-- \, t MEDIUM/FINE SAND M-DIUM/FINE SAND
v n \, USE A 44--_ GPD DESIGN FL0V 2.5 YR 8 2 ?.5 YR 8/2
NOT ALL SYMBOLS MAY ,APPEAR IN DRAWING I 9 DWELL. 150 ' 84.4 192" 85.0
° TF = 95 SEPTIC TANK: 440 GPD ( 2 ) = 880
NO WATER ENCOUNTERED NO WATER ENCOUNTERED
USE A ?�0L GALLON SEP l k, TANK
LEACHING-:
s TH2 LY _ 2(41.5 + 9.<>3)2 = 205
SIDES: SOIL CLASS: I SOIL (;LASS: I
N 0 00 41 .5 x 9.83 = 4 PERC RATE: <2 MIN./INCH PERC RATE: <2 MIN./INCH
a� \ 08
BOTTOM:w BOTTOM PERC: 108,> BOTTOM PERC: 112„
TOTAL: 613 X (0.74)=454 > 440 GPD O.K. DATE: FEB 9, 2001 DATE: FEB 9, 2001
1:7 e-110ECQ n�ni n,'AIA, ' .F,, P.I..S, ENGINEER: DAN 0•!AI.A, S.E., P.L.S.
b i ; ! 1 rJ IGfi' CAPACITY INFILTRATORS CAPE ENGINEERING) A (DOWN CAPE ENGINEERING
_.. ..... (DOWN
,
TH1 i WITH 3.5 STONE AT SIDES a U 2.0' AT NIDS
t � �
W ! Lu�;,Jls
of`EPTIRC,`�' Z' T E 'L'-)' it=S' ' (NOT TO SCALE)
LOT 4 rf
57,506+/- FT. y NOTES:
1 . THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS
CO
SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72
95 ,/ - HOUR NOTIFICATION TO DIG SAFE (1 -888-344-7233) AND ANY
9 gYy � f 1 OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT
I s ALARM AND CONTROL PANE' IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
TO BE INSTALLED INSIDE 2. MUNICIPAL WATER IS AVAILABLE,
9 BUILDING. ALARM TO BE ON INV. IN 91 49' 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR
I D � SEPARATE CIRCUIT FROM PUMP11J� " PRESSURE PIPE TO D'BOX
1�4 05 ( I g _ 1000 GAL- H-10 S T 2 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS,
SLOPE TC) DRAIN F�a.CK TO PC
Ong RESERVE
GAL+ -WEEP HOLE 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FLOAT SWi?CH R£SEriv� -
s w sErrll, s: PUMP ON HLCK vALv 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
I ... J 4" WORKING RANGEY $' ZOELLER "WASTEMATE" 6. PIPE JOINTS TO BE MADE WATERTIGHT.
BENCHMARK - TOP OF CONCRETE BOUND i 4" 7. WATER TEST D-BOX FOR LEVELNESS.
o,
ELEVATION = 94.16 (ASSMD BARN GIS) � SUBMERSIBLE MODEL M282 1/2 HP PUMP
PUMP OFF 4" SYSTEM (OR EQUAL) 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
5" CRUSHED STONE OR USED FOR LOT LINE STAKING.
coMrACTIQN 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4>, PVC.
PUMP CHAMBER 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
(NOT TO SCALE) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
i FROM BOARD OF HEALTH,
11 . NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER
PROPOSED SYSTEM.
12. VERTICAL DATUM APPROXIMATED FROM QUAD
13, TEST HOLES 1 , 2, AND 3 FAILED. NO PERC S PERFORMED.
1 SHOWN FOR REFERENCE ONLY, FOUNDATION DRAINS SUGGESTED
� r
TITLE 5
l o
SITE
fax 508 362-9 80 508-362-4541 OF 4 OAK STREET
R T
QP oo 3 3 EE
/ IN THE TOWN OF:
down cope engineering, inc.
C�. (CENTERVILLE) BARNSTABLE
L=34.63' / �� SIT CIVIL ENGINEERS PREPARED FOR: M . KELLEHER
' SCALE: 1" = 40'
R=63.20 0 LAND SURVEYORS
t>� Of
ARNE t9 {'yG� ���iN OF Mgs1y
sA ARN E �� 939 main st. yarmouth, ma 02675 40 0 40 80 120 Feet
CPM
BOARD OF HEALTH ' -
D
gg 40_ ' DATE: FEBRUARY 9, 2001
��° .".� 7� � �
00-354 APPROVED DATE MA AL SCALE: 1 A H. OJA , > 'L., PLS DATE