HomeMy WebLinkAbout0036 BENT TREE DRIVE - Health 36 Bent Tree Drive
Centerville f
A 168 027 j
ilQ/ r
No. �flt).�_! {O S Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _��YiiLLL/
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0[pprication for �Diopogal 6potem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade(/)Abandon( ) ecompleteSystem ❑Individual Components
Location Address or Lot No. Owner's Namj,Address)nd Tel. 0.
Assessor's Map azcel
Installer's Name,Address,and Tel.No. T zj f` Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms _ Lot Size/60r,!�7 sq.ft. Garbage Grinder(
Other Type of Building. 4��o. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Ille gallons per day. Calculated daily flow gallons.
Plan Date Nu r of sheets f Revision Date
Title J e O/ 3X Xewl-i-
Size of Septic Tank Type of S.A.S.
Description of Soil
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 Certifi-
cate of Compliance has been issued Aalth.
Signed Date
Application Approved by 144yj Date �1
Application Disapproved for th following reasons
Permit No. oZ U 0 a-' 90 Date Issued I v 2 ,)2
' No. '2 00 7-1/ 0 � - � � � ��, Fee !�v�
Entered in com uteri v/
THE COMMONWEALTH OF MASSACHUSETTS p Yes
Ik '' PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for Mtgaal *pgtem Congtruction Permit
: Application for a Permit to Construct( )Repair( )Upgrade(✓)Abandon( ) LJ Complete System El Individual Components
i Location Address or Lot No. Owner's Name Address d Tel.
Assessor's Map arcel v.)7 l✓e� (�,
/ <
Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.No.
g `
C�
7 ZZ
Type of Building:
Dwelling No.of Bedrooms _ Lot Size /6 IMP sq.ft. Garbage Grinder(1
Other Type of Building 4��o. of Persons Showers`( ) Cafeteria( )
Other Fixtures '
. u j
Design Flow �/ gallons per day. Calculated daily flow 7 yU gallons.
k Plan Date M 69 7_. Number of sheets Revision Date
Title 5 _52 1a�1 O7r 3 �` rr�� b/�►
Size of Septic Tank l.`7�� Type of S.A.S. leo_ kC
or
Description of Soilai✓�. ��i
i
Nature of Repairs or Alterations(Answer when applicable)
i
r".
Date last inspected: /� _ f 6 C;U '
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 b hi oar f alth.�,_.
r Signed /; � _� Date 14//e 2
Application Approved by Date o ,;>1/U 7
Application Disapproved for th following er asons
Permit No. 2 u Date Issued I u f 2/h
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CER t�,e4tv,
On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(�
Abandoned( r )by �r dhS
at 46 IeW �fC''LU .N l/.��C° has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ?&)a-L/9 0 dated /o z I tl->
Installer Designer !
The issuance of this pe t hall hoot be construed as a guarantee that the systed/wililll function as,designed.��/0 ��
Date �f 1 I // Inspector �(%ac/'��I,"n, . ._. ✓�Y 11 f,1'a /}'t�/ .�:
f�
---------------------------------------
No. �0 0 ;p.y /U Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Migooaf *p6tem Construction Permit
Permission is hereby granted t°�Construct( lRepair� )Upgrade( ✓)Abandon( )
System located at
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.
Provided:Construction must be completed within three years of the date of this permit.
Date: Approved by
I
i
/ TOWN OF BARNSTABLE
LOCATION 3G SEWAGE #
VILLAGE >d T ��Y ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. 4Dv111,11`1i Corot�`r� D✓ p'�y��
SEPTIC TANK CAPACITY /S o0 G�9jj�
LEACHING FACIL=: (type) (size)
NO. OF BEDROOMS y
BUILDER OR WNER G�R
PERMTTDATE: /Q�?%�dZ COMPLIANCE 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 �sr�s/ C,��YNci2 i.rn.s
I
yr'b
3a� .
y
TOWN OF BARNSTABLE '
{ SEWAGE # ���2
LOCATION 3G ��r>�' l��-
/ ASSESSOR'S MAP & LoTa:Lx
VILLAGE >dYss7rY -
INSTALLER'S NAME&PHONE NO. U6v SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) r �� �d� /�J w (size)/�sC.yam.s" >�J
NO.OF BEDROOMS y
BUII,DER OR 71 �PERMITDATE: /Q�?���2- : COMPLIANCE DATE:
Separation Distance Between the: �f Feet
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility) .
Edge of Wetland and Leaching Facility(If any wetlands exist �. Feet
within 300 feet of leeching facility).
Furnished by
G
3�
dt b b
00.
*3 V
SYSTEM PROFILE TEST HOLE EGGS
TOP FNDN, AT EL. 48.04 --
_ ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO ENGINEER.
AH OJALA, PE
P 46.0 MINIMUM ,75' OF COVER COVER PRECAST \�
--- ---� / WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 6.J0 WITNESS: DAVID STANTON
2' DOUBLE WASHED PEASTONC 8/2/02
43.82" ___ FOR PIPE LEVEL
43,51' DATE
PERC. RATE _ < 2 MIN/INCH
ExFS-TT- PROPOSED 15 _
GALLON SEPTIC
43.50' 43,25' - - - � � �� \ -� ��� CL_ASS I SAILS P# 10297
/ 43,01
\ TANK <H- 10 ) GAS y\�--�\ _ 3.5 SIDES
Q
BAFFLE 43.18' � 43.01' 1.5' SIDES
PAIN c c t. SF
- - FA AK LOCUS
( Z /. SLOPE) i -T--- ._ _,' __` _Y__ ,_. = ELEV.
\6' CRUSHED STONE OR MECHANICAL o 14° , 01
COMPACTION. (15.221 I2)) o a' a oc`x7� 41,01`
DLPTH OF FLOV = 4 ( I % SLOPE) ( 1 /. SLOPE) T�'~ 'A`
TEE SIZES: 3/4' TO 1 1/2" DOUBLE WASHED STONE LS
INLET DEPTH = 10
OUTLET DEPTH 14„ 8,> 10YR 4/2 LOCATION MAP NTS
FOUNDATION- 13' SEPTIC TANK 7' D' BOX 2' -LEACHING B
ASSESSORS MAP 168 PARCEL 27
FACILITY 4.3' MED/COS
2.5Y 6/6
16" 46.3
36.7'
C
LOT 40 FS
16,880± SO. FT.
0.39± ACRES + 57.7
S> 2.5Y 7/4
S<T,
`SS
132" 36.7'
`S?+ 53.3
\ \$6 BENCH MARK - CORNER OF CONC.
NO WATER ENCOUNTERED
STEP. ELEV. - 48.1' NOTES:
sa `� + 51,7
4 2,2 . `_ _X tI53.4 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1, DATUM IS ASSUMED
x
53.a ss DESIGN FLOW. 4_ BEDROOMS C 110 GPD) - 440 GPD 2. MUNICIPAL WATER IS EXISTING
t + 54.8
U 4 4 n -U r �r�^ r- n r ,x� n?r r r ,
i � ., .. ..._...-"., • •'•...., � 0-
USE llP1J LC...Jlu1V f�.Ctbd _-. _ _.�+.---�`I i,iVAI`I+J,"i i".1. _L. �i..l i i.a
TH .. s SEPTIC TANK: 440 GPD ( 2 ) 880
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H,�\
\ 7. 5. PIPE JOINTS TO BE MADE WATERTIGHT,
X> USE A 1500 GALLON SEPTIC TANK
r - - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
^' BRICK LEACHING ENVIRONMENTAL CODE TITLE V,
ao.o \ ` 47.C>PATIO,` o\ 5�;� 2(40.5 + 9.83) 2 (.74) - 149 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
g \ �ti SIDES ---
40.5 x 9,83 .74 = 294 TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM, 5 ( ) - 8, PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC,
20 Cl 7.1 + .6 h` TOTALI 599 S.F, 443 GPD 9, COMPONENTS NOT TO BE BACKFILL_ED OR CONCEALED WITHOUT
39.0 ��.
r�`l\ 47 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
EXISTING 4 BR 46,9 1 USE HIGH CAPACITY INFILTRATORS WITH 1.5' FROM BOARD OF HEALTH,
\ \ DWELLING I 50.2o.o STONE AT ENDS, 3.5' AT SIDES AND 14" UNDER 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC
SYSTEM
\ 2 TF _.. 48.04'
J � l
I AD
�� _ O 49
END x�-- X-\ � .. _. 8 EEG .r L
l t a4 /l/ 100.0 PROPOSED SPOT ELEVATION OF
v 36 BENT TREE DRIVE
QD ',, I� \ \ 4G 100x0 EXISTING SPOT ELEVATION
I
PAVED ! 4 � + 4\ IN THE TOWN OF:
DRIVE El - PROPOSED CONTOUR 14 I
( CE EUI
LL...E ) BARNSTABLE
100 ----- EXISTING CONTOUR PREPARED FOR:^CQLON HULEATT
�',.. 40.�.y I + 40.
< 3 N 20 p 20 40 60
1k BOARD OF HEALTH _
'.5 00' / \ APPROVED DATE MA SCALE: 1 20' DATE: AUGUST 4, 2002
\1 + .5
36.3 ' f .K 3E?.7�9
-362-4541
.300of
fax 5D8 362-9890 3� � td
6,5
ARNE H. e-s �� ti
down cape engineering, Inc. o ®JALA ARNe
tk 36.7 v CIVIL
P 36.6 No.30792
OJAr
CIVIL.: ENGINEEPIS srs?` `� w�� � �0.26048
LAND SURVEYDRS ssr � 6�r
L�L,?-227 939 ruin st. yarrnouth, rya 02675 A NE H. OJAL. ,TI'.iE., P.L.S. ___D4TL'