HomeMy WebLinkAbout0086 MAPLE STREET - Health EA =
aplc Street.,
rnstable
"r 32 021001
tel.(508)362-4541
939 main street rt 6a yarmouth port fax(508)362 9880
mass 02675 41Qwn cape enggineerift
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
February 13, 2003
site planning
Thomas McKean, RS
sewage system Director, Barnstable Health Department
designs 200 Main Street
Hyannis, MA 02601
inspections
Re: 86 Maple Street, West Barnstable
permits
Dear Tom:
On February 10, 2003, Down Cape Engineering, Inc.
performed a soils inspection at the above-referenced
location.
This is to certify that I observed 4' of suitable soil
beneath the base elevation of the leaching facility.
If you have any questions, please do not hesitate to call
me.
Yours truly,
'Q_
Arne H. Ojala, PE, PLS
Down Cape Engineering, Inc.
cc: Ireton Bradshaw
TOWN OF BARNSTABLE
LOCATION S 6 Ma P/e `+ SEWAGE # 2Od 3 `d,l
VILLAGE �� �3�i le ASSESSOR'S MAP &LOT 132-0 21- 061
INSTALLER'S NAME&PRONE NO. �• 01�J . 8
SEPTIC TANK CAPACITY 10620 (c2--4 LEACHING FACELrrY: (type) C��f w e /,15 (size) Z 5'9 13 ` 0-
NO.OF BEDROOMS 33 ! /'
BUILDER OR OWNER
PERMITDATE: Z" ti--03 COMPLIANCE DATE: L l" 03
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 leachin facility) l UO f Feet
Furnished by 1'1 �• G --r-A
r2o•6F D
l
3
2
B
4.5%
cacti {�-�'• �'� 3; 5 '
No. b` Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zippfication for 33iopozal *potem Conotruction Vermtt
Application for a Permit to Construct( , )Repair(upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.8(, M 1?10LE S%_ Owner's Name,Address and Tel.No.
Assessor's Map/Parcel 06 A�tA hc.E�T
3-L -021 —00 oo �fit/1�s gC E
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
M,e. /k'- e E po�wN eD,_�.
6��v 54+y `a}404 P-0 4-�10 • 1131 MP1 r N sT',
a o� MA i5z&7< a-17-1 Q,± 7S
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 51, 1-0,o sq.ft.Z Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3 o gallons per day. Calculated daily flow g P/4-1-01E;;�1 gallons.
Plan Date 1 !1 -03 Number of sheets Revision Date
Title 1 I%Z,E 5 5 t.Tce PL40 dF 86 AL AP&e- S 7- W. 8^p_�7_119-6 L16
Size of Septic Tank /fJ� <9; Type of S.A.S. 57DAJ
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 11eAa LC- '?C/57T: Lt5-A-:Lt4 ?/r
Date last inspected: 7S13NING ENGINEER MUST V°"'_
: .
P F `;TAL tATI®N AND CERTIFY EA V'
Agreement: SYSTEM WAS INSTALLED I"! t�
The undersigned agrees to ensure the construction and maintenance of the afore descnbeZ'on Ti6te CU "e 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 Board of Health. _
Signed • (2 C Date
Application Approved by Date 2- .4-D
Application Disapproved for the following reasons
Permit No. '3-06 I Date Issued 2 S d3
^. No. �o ' �. A Fee
•v THE COMMONWEALTH OF MASSACHUSETTS, r t Entered in computer:
Yes
PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE.,MASSACHUSETTS
2pprication for 3Di9;Po9;a1 bpztem (Construction 3permit
Application for a Permit to Construct( )Repair(KUpgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.06, M11)OLE S T- a Owner's Name,Address and Tel.No.
60 /9,-_ibA.' f P—#DStfA�'
Assessor's Map/Parcel 06
64-) kti s S«
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
p u cv N e:Aloe .
/cam 3 B,eA 5' r-✓t Qr�1 2� ,moo • 9.31 M#i N 5T.
Y1�2 veT ti!A 6Z�X vlfkko
Type of.Building:
Dwelling No.of Bedrooms .3 Lot Size ��� sq.ft.t' Garbage Grinder( )
Other Type of Building No. of Persons —Showers( ) Cafeteria( )
Other Fixtures — --
Design Flow 330 gallons per day. Calculated daily flow 9 PRw�n� gallons.
Plan Date �'- �.�U3 \ " K Number,of sheets �{ Revision Date ,.
Title� � _� .t ��k� 'p "`SG .L(i4'/pl + s r ' ic>.' �t`?2�cls
SizeVo�,Septic Tdnk't/ <i; C8YUS-f7/J � ' Type of S.A.S. L'a) 1994U 7& � w14 S7,>J6
Description of Soil
4. Nature of Repairs or-Alterations(Answer when applicable),r
�EP��.E �-' •TN Z I�L�Gc>�ZL.s (,e.��,��f �, s�a�E �,.,,.,
Date last inspected:
'T.
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 Board of Health.
Signed , (.,2, c Date Z— 5�—z?3
Application Approved by Date S p
Application Disapproved for the following reasons
{
Permit No. 2 cX-)3-06/ Date Issued a S'D.3
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
QCertificate of (tompliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (X)Upgraded( )
Abandoned( )by
at Ito HAob Sf &_111 has been construct e in ccordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. Z vV 3-OC f dated 2 S o
Installer Designer
The issuance of this ermit shall not be construed as a guarantee that the system, t' as designed.
Date 2 Z S 3 Inspector
No. Zoo 3—Q(O /
---------------------------------------
Fee
I THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Mopogal *pgtem Construction 3permit
Permission is hereby granted to Construct( )Repa ( )Upgrade( )Abandon( )
System located at '9 G � u 5'E laJ $A
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:Constr ctio must be completed within three years of the date of this permit.
Date:_ 2 3 Approved by
TOWN OF BARNSTABLE
q —06/
LOCATION SC �'i °le 5` �- — SEWAGE#
VILLAGE �� /� `e- ASSESSOR'S MAP&LOT 131 0 21
INSTALLER'S NAME&PHONE NO. e �•
,508-3�s
SEPTIC TANK 6APACITY lC�o� �c�• ���t 5-�`� _
LEACHING FACILITY: (type)
d w e415 (size)
NO.OF BEDROOMS 3
BUILDER OR OWNER ��� j�i6 l,U1JI'l�
Z -fl3 COMPLIANCE DATE: 1 3
PERMITDATE:
Separation Distance Between the: 4 Feet_
` Maximum Adjusted.Groundwater Table and Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility (If any wells exist -f
Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist ADO Feet
within.300 feet of leachin facility)
Furnished by �•
f
3
. k }
c
Z
45`�"
TOWN OF BARNSTABLE
LOCATION SST SEWAGE #
VILLAGE( (ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.jjtQ ty�
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) C )(T-(size) (nlSLV<
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER
DATE PERMIT ISSUED: _ _ w
DATE COMPLIANCE ISSUED: "7 m
VARIANCE GRANTED: Yes No L,--'
O
" Gk-Ac.L
P>e-c 6 i Pk T'
TOP FNDN. AT EL. 43.4' SYSTEM PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
/-- ACCESS COVER (WATERTIGHT) TO
ENGINEER: P. SULLIVAN, PE
MINIMUM .75' OF COVER OVER PRECAST /l WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM WITNESS: N. LEITNER (BOH)
_ L. 41.2' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 2/9/$7
FOR FIRST 2'
EXISTING 1000 3 MAX.
PERC. RATE _ < 2 MIN/INCH
GALLON SEPTIC
40.0' CLASS I SOILS P# 6322
TANK (H- 10 ) cAs 39.33'
'y RE-USE BAFFLE 0 � 0 0 O 71 0 71 � Z1147 39.5' �� 39.21' O � OC] 0 LL L7I�6" CRUSHED STONE OR MECHANICAL 0 0 � � i71
COMPACTION. (15.221 [21) $ 2' 0 0 0 0 Cl 0 0 M CI a 37.21' � ELEV. � ;"rC
DEPTH OF FLOW 4 �N ( 1 q SLOPE) 0 0" 44.7' 0" 34.3'
TEE SIZES: ( 7. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH 10"
OUTLET DEPTH =
14" LOAM,SUBSOIL, SOUBSOIL LOCATION MAP NTS
FOUNDATION— EXIST. SEPTIC TANK 5' D' BOX 14' LEACHING 48" SOME CLAY SOME CLAY
FACILITY 14 91' 48" ASSESSORS MAP 132 PARCEL 21-1
*INSTALLER TO CONFIRM INVERT ELEVATION PRIOR
TO INSTALLATION OF ANY PORTION OF SYSTEM.
(EXIST. WELL MED. MED.SAND SAND
22.3'
I �s 144" 32.7' 144" 22.3'
� NO WATER ENCOUNTERED NOTES:
BENCH MARK - TOP OF
CONC. BOUND. EL. = 42.8 NOT ALLOWED ASSUMED
SEPTIC DESIGN: (GARBAGE DISPOSER IS ) 1 . DATUM IS ,
DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD 2. MUNICIPAL WATER IS NOT AVAILABLE
USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER, FOOT.
QP 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-_ 1G_.
AVOID ANY. DAMAGE TO ROOT SYSTEMS OF ,� of I SEPTIC TANK: 330 GPD ( 2 660) =
MAGNOLIA AND OF 4' DIAM. TREE 10' — r 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A .1QZcL GALLON SEPTIC TANK (RE-USE EXISTING) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
150 ) `J�� LEACHING: ENVIRONMENTAL CODE TITLE V,
pp EXIST. WELL _ 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
$0� SIDES: 2(25 + 12.83) 2 (.74) - 112
TO BE USED FOR ANY OTHER PURPOSE.
MAPLE STREET i� � �/ ( BOTTOM: 25 x 12.83 (.74) = 237 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
' �� TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
N — G� RET WALL L�_v INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
/N)
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH.
R=1 821 3. 64 \ o �� _5z. EQUAL) WITH 4' STONE ALL AROUND 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) FAILED LEACH PIT
"' 4s MAGNOLI �+ � F-PP� /37 - \ ® TH2 O�
TH1 "" PAVED
/ 36
o\ DRIVE
LEGEND
RET. WALL - TITLE S SITE PLAN
\ EXIST.` 100.0 PROPOSED SPOT ELEVATION OF DWELLING PROP. SAS GREATER 86 MAPLE STREET
I, \ THAN 100' TO DITCH
�0 (RE-USE) �\ 10Ox0 EXISTING SPOT ELEVATION IN THE TOWN OF:
OX, LEACH PIT AREA (PUMP AND
EVE AS REQUIRED; REMOVE ANY � 43 3 �°� 0—Q \ 100 PROPOSED CONTOUR ( WEST) B A R N S TA B LE
AMINATED SOILS WITHIN 5' OF NEW 40 \
iING FACILITY AND REPLACE WITH z 8 - 100 EXISTING CONTOUR
V MED. SAND, 4' TREE 3 PREPARED FOR: IRETON BRADSHAW
5' REMOVAL OF UNSUITABLE SOIL �8
7
REQUIRED AROUND PERIMETER OF 6,,.._-3
LEACHING FACILITY, DOWN TO 30 0 30 60 90
SUITABLE SOIL LAYER (MED. SAND
- SEE TEST HOLES). REPLACE BOARD OF HEALTH
WITH CLEAN MED. SAND, AVOID \ LOT 1
HARMING ROOTS OF 4' DIAM. TREE
AND OF MAGNOLIA � 52,200f SQ. FT. - MA SCALE: 1" = 30' DATE: JANUARY 11, 2003
\3� 1.20f ACRES APPROVED DATE
off 508-362-4541
fox 508 362-9880
CONTRACTOR TO CONFIRM SUITABLE 00,
SOILS FOR A MIN. 4' BENEATH ��P`�N �
down cape engineering, inc, o� ARNE tiG'� ARNEH.
LEACHING FACILITY IN AREA OF g H. s OJAI
LEACHING FACILITY PRIOR TO
INSTALLING ANY PORTION OF SYSTEM. CIVIL ENGINEERS OJALA a� CIVIL
o No.26348 No.30792
LAND SURVEYORS ��Fss��fcrsTER 4�� o� S '57/0 5
939 vain st, yarrlouth, rya 02675 P.L.S. DATE
436 ARNE H._OJA LA, P.E.,