HomeMy WebLinkAbout0047 WOLLEY ROAD - Health 47 WOLLEY ROAD, HYANNIS
A=270-162
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/TOWN OF BARNSTF;BLE t�
LO ATION q7 SEWAGE #
VILLAGE ASSESSOR'SvIAP & LOT
INS lALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) /?24 (size) _
NO. OF BEDROOMS �3
BUILDER OR OWNER
PERMTTDATE: Z _COMPLIANCE DATE: 2 U
l
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
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ICY
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No. O d -zq — �- ���i of �;A S Fee /00
THE COMMONWEALTH OF MASSACHUSETTTS Entered in computer:_C
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
appfitation for his o aY *pstrm Construction Permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 4-4 w oLzz Y 2_c\, Owner's Name,Address,and Tel.No.
NA v cw %s
Assessors Map/Parcel (a
Installer's Name,Address,and Tel.No. 5d 19-;1�4t9_ Designer's Name,Address,and Tel.No.
'Rod"!:- V;sbec' a800 C�Es SgAy
Type of Building: 2
Dwelling No.of Bedrooms 3 Lot Size "I 5-00 sq.ft. Garbage Grinder('/,b)
Other Type of Building Q No.of Persons .` Showers(✓) Cafeteria )
Other Fixtures1�
Design Flow(min.required) ,3 .30 gpd Design flow provided ?j�Q�j.EAR gpd
Plan Date a" G"0of Number of sheets I Revision Date v
Title '�&a®ggg c Suus� JP(cmc�e
Size of Septic Tank LXi4T I SOO C,c\• Type of S.A.S. (a 3S X SO S4-m)1oss
Description of Soil- $ ,� -� \� l6 - N i 6 H caP zaFi t,'re PTbQ 5
Nature of Repairs or Alterations(Answer when applicable) A0
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 pla the system' eration until a Certificate of
Compliance has been issued by this Board of Health.
Signe ate �� O
Application Approved by a ,S . Date O of
Application Disapproved by Date
for the following reasons
Permit No. 2�d�( , (� 3 �{ Date Issued Z �( D
C)V f
j0AJ
No. 0
J Fee /0 0
THE COMMONWEALTH OF MASSACHUSETTS' gip/ Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASS I ACHUSETTS Yes
ftplication for VsOosal 6pstem (Cone-tTurtion 30ermit
Application for a Permit to Construct `-Repair(grade Abandon E]Complete System El Individual Components
Location Address or Lot No. 4,, -4 LO OL./--e Y P-c\ Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel "440aT-le
f
Installer's Name,Address,and Tel.No. 5 0 B- Designer's Name,Address,and Tel.No.
C4A f) 9 b e. 0 Boa ss,)y
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(#/a)
Other Type of Building No.of Persons Showers V) Cafeteria
Design Flow(min.required) 33o
gpd Design flow provided gpd
Plan Date Number of sheets I Revision Date
Title 6>cr;2CA SQ-P-tc
Size of Septic Tank /Sco Qc\. Type ofS.A.S. co
I-J
Description of Soil A-0 k:>NC4-)
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 plac the system jln-ope ration until a Certificate of
Compliance has been issued by this Board of Health.
Signed e
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 2-c)c>,i Date Issued 2.
------------ -----------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired Upgraded
Abandoned by
at - A-+ has been constructed in accordance
with the provisions of Title 5`ind the for Disposal System Construction Permit No2OOq- 0.3 1A dated /OC(
Installer V-, e Designer
#bedrooms Approved design flow -3 4R, gpd
functib
The issuance of this p errAit sKall not efconstrued as a guarantee that the system w flLr s designed
Date r 4-11 1 Inspector
V
No. Zoo q Fee /00 —
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISIONBARNSTABLE,MASSACHUSETTS
30isposal 6pstem Construction J)rrmit
Permission is hereby granted to Construct Repairf><) Upgrade Abandon(
System located at 4
�J
and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 F/:f ID'12 Approved by
06/09/2019 22:59 FAX 16 001/001
Town o'f'Barnstable
�ptHE► � Regulatory Services
Thomas F, Geiler,Director
• HawvsrAeLE.
Public Health Division
ram ' Thomas McKean, Director
200 Main Street,Hyannis, MA 02691
Office: 508-862-4644 Pax: 508-790-6 304
Installer & Designer Certification Form
Date: 3/13/09
Designer: _Shay Envirgunental Services. Inc. Installer: Rodney Fisher
Address: P.O. Box 627 Address: 585 Kelley Street
Last Falmouth, MA 02536 Harwich, MA
On 2/9/09 Rodney Fisher was issued a permit to install a
(date) (installer)
septic system at 47 Woolev Road, Hyannis, MA based on a design drawn by
(address)
Shay Environmental Services, Inc. dated _2/9/07
(designer)
XX I certify that the septic system referenced above was installed substantially according uO
the design, which may include tninor approved changes such as lateral relocation of the
distribution box and/or septic tank.
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 any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built 1 designer to follow,
OF
nst e s Signature) 41`ti
C, St-�AY
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•,�,� tdo, 11 C1 o v
v ,p
Designer's . nature (Affix i Here)
�PlI7A
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIV1§10N, CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE, BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q: Health/Septic/Designer Ccrtlflcation.Form
Town of Barnstable. P# (7 L__
Department of Regulatory Services
Public Health Division Date
� t6J9 �� 200 Main Street,Hyannis MA 02601
i°rFo raxt•
Date Scheduled ® Time Fee Pd. O O
So° ` uitability Assessment for Sewage i sal
C � fj
Performed By: �' �� J N-p�+ Witnessed By: r° J Zo
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LOCATION& GENERAL INFORMATION '
Location Address Owner's Name ar v,s—a1d� Usi
y 7 �ti'�O i.l..E y r2�
c'2 t_.0 1 Address 14 (o Seta i t 4 ,5 i
..
Assessor's Map/Parcel: V r7 0Engineer's Name
/ / Cc3rmen _Jh
NEW CONSTRUCTION ii REPAIR V Telephone#
Land Use �Si Cl¢.Az A\ Slopes(g'o) _ q@ Surface Stones �o
Distances from: Open Water Body N\\ ft Possible Wet Area�ft Drinking Water.Well N/A ft
Drainage Way �Ya ft Prop erty Line y ft Other Oy)A // `—
ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
FZoa'T
C�
,TP� •
Parent material(geologic) Depth to Bedrgclt ��*�\�lA
Depth to Groundwater. Standing Water in Hole: �b� Weeping from Pit Face ►V®i\k. O\Q�-
EstimatedSeasonalHighGroundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in,
Depth to weeping from side of obs.hole: in, Groundwater Adhotment -------fr.-
r^dex Nell# - = Reading Date: Index Well level AdJ,fhetor Adf,Groundwater Level,,
PERCOLATION TEST baps USxi�,e u 'o�a�+
Observation i
Hole# ` Time at 9" 11',Dq
Depth of Perc —'uo Time at 6"
Start Pre-soak Time @ 1'on Time(9"•6") 1'n
s End Pre-soak 11 O
RateMin./Inch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100'of.wetland,you must first notify the.
Barnstable Conservation Division at least one (1) week prior to beginning.
Q:4SEPTICVERCFORM.DOC
2 Coe, 0
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
on i to vel
— AP
Z-- 1,0 3I1 N/)Pr
DEEP,OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%Gravel) _
�1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.
Flood Insurance Rate Man: ` /
Above 500 year flood boundary No_ Yes �!,
Within 500 year boundary No=/ Yes
Within 100 year flood boundary No 1% Yes
Depth of Naturally Occurring Pervious Material }
Does at least four feet of naturally occurring;perviou, material exist in all areas observed throughout the
area proposed for the soil absorption system? Q S
If not,what is the depth of naturally occurring pervious material? i
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required traini 7.e.an xperience described in 310 CMR 15.017.
SignatureDate
Q:1S.EPTIC\PERCFORM.DOC
OWN OF BARNSTABLE
LOCATION SEWAGE #
VI.LL;AGE ASSESSOR'S MAP &LOT
INSTALLER'S NA . &PHONE NO.
SEPTIC TANK CAPACITY JrC�U
" p O
LEACHING FACILITY: (type, (62S (size)
tlO.OF BEDROOMS
BUILDER OR OWNER Q
PERMIT DATE: 3 2T COMPLIANCE DATE:
Separation Distance Between the: j
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Priya'te Water Supply Welland Leaching Facility (If any wells exist
on site or withi
:F n 200 feet of leaching facility) Feet
�ge;of Wetland and Leaching Facility(If any wetlands exist
'..:`:.within 300 feet of LoAchi�cility) Feet
Furnished by
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OWN OF BARNSTABLE ° G
LOCATION SEWAGE # � 13
VILLAGE ASSESSOR'S,MAP & LOT
INSTALLER'S NA11E&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) { 71�Q�41SA te S (size) 3ro X4:t +
NO. OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: _COMPLIANCE DATE: - '— �
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 I ching facility) Feet
Furnished'u.,
r
x �
(3 -
lX
1
N. Fee c rn
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Z(ppfication for Migoal *p6tem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Loc��ati��on ddres/sWo a
�r�'of N ,� �:J Owner's Name,Address and Tel.N
Assesso� pMa /Pazcel Gl t�G�
ZZ ® i�
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 75,30 gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when ap licable)
2- 3, 5-X K 2.1
Date last inspected:
Agreement:
The undersigned agrees to a he construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provision of Title of the Envir nmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss ed boy and of E6AIt
Signed ` Date �'l
Application Approved by Date
Application Disapproved for thkfollowii9reasons
Permit No. �� -- `�� Date Issued
No. Fee L
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIpprication for Mioogal *pgtetn Construction Vermit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot N Owner's Name,Address and Tel.No.
Assessor's Mapll;pel
Instaalllle}r's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
a 6 D
Type of Building:
Dwelling No.of Bedrooms _ Lot Size sq. ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures ;_
Design Flow 5: gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
>C •'
Date last inspected:
Agreement:
The undersigned agrees toCedby
the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisiontle of the Envir mental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issthi and of lth/;
Signed Date
Application Approved by Date -
Application Disappro ed for th llowin )teasons
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 ( Upgraded( )
% Abandoned( )by -
at has been constructed in accordance
with the prows' ns of Title 5 and the or Disposal System Construc n Permit No. - dated
Installer ;.. Designer
The issuance o this permit shall not be consfruedas a`guarantee that the system will function as designed.`
Date x Inspector
No. Feee�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS
ligool *paem Construction Vermit ;
Permission is hereby granted to Construct( )Repair( (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
10/9/97
NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
`1
CERTIFICATION OF SKETCH AND APPLICATION FOR A
DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT
ENGINEERED PLANS)
hereby certify that the application for disposal works
construction permit signed by me dated io/' concerning the
property located at eets all of the
lor
following criteria:
• There are no wetlands located within 100 feet of the proposed leaching facility
• There are no private wells within 150 feet of the proposed septic system
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the
proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted
groundwater table elevation.
Please complete the following: �(
A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) �� 1
B)Observed Groundwater Table Elevation(according to Health Division well map) _
3 � � �
SIGNED : ZIP DATE:
LICENSED S IC SYSTEM INSTALLFiR IN THE TOWN OF BARNSTABLE NUMBER
[Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
q:health folder:cert
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10' min. from VENT PIPE O Least 24 Inches talQ f .
Existing Foundation house to septic tank *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Schedule PVC w Charcoal Odor FilterOUTLETf f r
ALL PIPES FROM THE ,
Septic took covers must b• D-BOX cover must b• DISTRI6UTiON BOX SHALL BE 12.
TOP OF FOUNDATION ELEV. 100.00 within a In. of finished grade
within 6 in. of finished grade �+�Et +-
SET LEVEL FOR AT LEAST 2 FT
Grad•over Septic Tank- 96 00 Crode over D-Box- f16 60 ode over SAS- 96 S0 ,ti
l 3- s•OUnET ," r'. ,,,a„
{ KNOCKOUIs ,F T
S • 0.02 3 HOLE H-10 6.S" WTLET I tY INLET : .
S-0.01 IST. BOX 3' Maximum Cover
EXISTING 4'PVC.(CAPPED)INSPECTION PORT TO BE {. 6' i• r.
EXIST. PIPE 10'. n 1500 GAL. 100' S- 0.01'pK INSTALLED AND TO BE 1MTHIN 6.OF GRADE ••, •:.« %i• n •' +•a c,....... s.'
FROM ExIST. FOUNDATION S SEPTIC TANK lass 4" - SCH. 40 T "
M 1.73' - s
J o, M 10' I' > "
CONICn H-to u; PLAN SECTION CROSS-SECTION
Full Foundation II CIS
Nil
iA
ro 6 in.of 3/4"-1 1/Y II �' ^ . �,, ,
3 HOLE H 10 DISTRIBUTION BOX
is > compacted stone o � of - s ,
C U 2 ROWS OF 6 UNITS AT V/UNIT+ 2 END CAPS 60.00' s K
Ooaxra _Fnlatit;f�too�r 4 .Q t�Rriiga%laklkt+f ansF`: .
_ SYSTEM PROFILE >
Not to Scale - $ BOTTOM OF TP-1.: = 87.00 GENERAL NOTES
6 in.of 3/4"-1 t/2'
compacted ,tone NO GROUNDWATER ENCOUNTERED ® 132 or ELEV. 87.00 ESTABLISHED VEGETATIVE COVER
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8" BELOW GRADE 1. Contractor is responsible for Digsofe notification, Verification of Utilities
and protection of all underground utilities and pipes.
2. IF APPLICAPLE The septic t9nk and distribution box shall be set
t.' •�' level on 6 of 3/4"-1 1/2 , stone.
:, '�:;�,' ;;` �,+•��'.�"�°' ��.:.,;+,;'' !'J << BACKFILL WITH CLEAN SAND 3. Backfill should be clean sand or gravel with no
;,,,•!�1.t.,{•,i2,'1".,,;:',,.�,t;:'';'�','�' (NATIVE OR PERC SAND)
PERCOLATION TEST TOP OF UNIT ELEVATION - 95.0 ;, t.: '• ,. stones over 3" in size.
" �" r•� '';'.�`'`�'�''' %''Y t "+ �� 4. This system is subject to inspection during installation
�;;ir,•y .,,::.;., �,:` a t", " by Carmen E. Shay - Environmental Services, Inc.
Dote of Percolation Test: FEBRUARY 5, 2009 INV. ELEVATION - 94.50 �.a' + ,,,,: < +�,' , + •.�+.' 5 .The contractor shall install this system in accordance
Test Performed By. CARMEN E. SHAY, R.S., C.S.E. ;4 with Title V of the Massachusetts state code, the approved plan
Results Witnessed By. Donna Miorandi (Barnstable BOH)
EXCAVATOR: Shay Env.' Svcs. BOTTOM ELEVATION - 93.50 :,+ and Local Regulations.
Percolation Rate: Less Than 2 MPI ® 42" 6. If, during installation' the contractor encounters any
soil conditions or site conditions that are different
5' MIN ABOVE BOTTOM OF „ " from those shown on the soil log or in our design
Test Hole Test Hole TEST PIT OR GROUND WATER 4 8 4 EtasTbto su1TABLE MATERIAL installation must halt & immediate notification be
No. 1 No. 2 SFF. WIDTH 6.55' made to Carmen E. Shay - Environmental Services, Inc.
DEPTH SOILS ELEV. DEPTH SOILS ELEV. 7. No vehicle or heavy machinery shall drive over the
0 98.00 0 98.00 septic system unless noted as H-20 septic components.
BOTTOM OF TP-1.: - 87.00
Sandy Sandy 8. Install Tuf-Tate gas baffles or equals on all outlet tee ends.
Loam Loam, SOIL ABSORPTION SYSTEM (SECTION)
1c YR 3 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
10 YR 3/2 INFILTATROR HIGH CAPACITY CHAMBER UNIT (H-20 LOADING)/ GEORGE O'BRIEN
0"-12" A, 97.00 0`-12" A. 97.00 10. All solid piping, tees do fittings shall be 4" diameter
Loamy (OR EQUIVALENT) Schedule 40 NSF PVC pipes with water tight joints.
Sand Sandy; NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' (16 UNITS TOTAL NEEDED) 11. Municipal Water is Connected to ALL OF The Residence and Abutting
9
10
YR 5/6 10 YR eje Properties Within 150 Feet.
12-- 42- 8, 94.50 12"- 42" B 94.50
•
Mod. THE PROPERTY LINES ARE APPROXIMATE AND
Med.
Sand sand _ 75. 98 COMPILED FROM THE SURVEY PLAN BY S.R. SWEETSER, ENTITLED
2.5 Y 7/4 s6 Y 7 4 98 00 SUBDIVISION PLAN OF-LAND `IN HYANNIS, MA for DENNIS STAR' CONST. CORP.
Vent f0 5
42-- 132 C, 87.00 42-- 132 87.00 Pipe 0' f' DATED JANUARY 2, 1969
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
6.85 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
- 4--- - -Box THE SEPTIC, SYSTEM INSTALLATION.
PROJECT BENCH MARK f2 5' EXISTING SAS TO BE PUMPED OUT AND FILLED IN PLACE
- TOP OF FOUNDATION teas'
Perc �l1
ELEV. 100.00 (Assumed) NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
Depth to Perc:s42" to 60" - FROM THE SAS TO BE DISPOSED
P O
Plirc Rate- <2 MPI O OF AS PER BOARD OF HEALTH SPECIFICATIONS.
Groundwater Not Observed
f5
O ^I
- No`Observed'ESHWT O
THERE ARE N0:WETLANDS FARE PRESENT WITHIN 200 OF THE PROPERTY
ADJUSTED H2O Elev. _`None
LOT #13 EXISTING
9 B11'DROOM
R F .40 POLYETHYLENE LINER FROM ELEV ASSESSORS'r�aAP 7OPARcE 161
2 L
rloUs>' 94.50 to 92.00 AND TO EXTEND
iLEGEND
3-24 aAM.ACCES!MANHOLES i 47 10 FEET BEYOND EACH END OF SAS
I I # z-
t0'-6•
.�:.�•� . . .",•�,.:.. :. DENOTES PROPOSED
1 1 TEST HOLE �2 104X 1
SPOT GRADE
:• 1 i =a f
. ELEV.. 98.00
TE HOLE 1 DENOTES -
/ i � EXIST. o EXISTING
INLET 1 -1 98 ' 0 98 X 104.46
.;• 150o Tank
; SPOT GRADE
: O y o
INLET _/ .,,/ �./ j Septic Tank'
THE ACCESS COVERS FOR THE SEPTIC TANK. �.
DISTRIBUTION BOX AND LEACHING COMPONENT ' 1 a PL
. I PROPERTY LINE
SHALL BE RAISED TO WITHIN 6 OF I 1
FINISHED GRADE i 1 --------------- --
3g i
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TiTE GAS BAFFLES OR EQUALS T I Felled 9Bcr PROPOSED CONTOUR
ON ALL OUTLET TEE ENDS 1 fl
PLAN VIE , . --.----
L.____-___�_______� EXISTING CONTOUR:
I ;� 97
3-24 RE11oV COVERS
I o: i •
f 1 I c ;
1 I 75.00
w ' DEEP TEST HOLE &
min olearane•
tr .an ;
PERCOLATION`TEST LOCATION
I min. Y min.blot to outlet I ( � ry
NLLT r ,,, 9
ounET 7
9
: 6' FOOT STOCKADE FENCE
o•ne. -,r .T min. +,..
d
f � uquw a.ptn
w ,
.�.,•,
yYOLLEY ROAD
'-6• P LOT
I LAN
40 FOOT RIGHT OF WAY_ H
R TION END SECTION
CROSS SEC
OF PROPOSEDSEPTIC SYSTEM P SE C S E UPGRADE
SEPTIC TANK PREPARED FOR
TYPICAL (H 10 LOADINGS 1500 GALLONE P E ED o
NOT TO SCALE ,
BARNSTABLE HOUSING AUTHORITY
i Calculations
AT
Design
Number of Bedrooms. 3 Equivalent -to 330 Gal./Day 0 330 Gal, a Mtn. per Title V) #47 WOLLEY ROAD
4 /CY ( Gal./Day
Garbage Grinder: No
9
l- Minimum Min. Per Title V a
Leaching Capacity Proposed. 330 Go./DaY ( )
HY NNI
• l USE EXIST. 1 500 GAL Septic Tank.
A S MA
Septic.Tank . 2 x 330 Gal./Day./Day 660 E S p -�
.
SOIL ABSORPTION AREA. Usingpercolation rate of <2 min./inch ,r •..:
PKitchen
LBOth• . Bedroolcn
as s;;. ••;.
Bottom Area. 0.74gal/sq. ft. x 472 s . ft. 349.28 gallons 4 9 Dining ,;:.: . .�,.� �: : .. ��., PREPARED BY.
SidewaN Area. NOT USED
. . y
Providing: 349.28 gallons
9 9 <.
:: tv E. S�I14Y
l
• :.
H CAPACITY INFILTRATOR"CHAMBER.UNITS WITH NO
SJsn. 2 ROWS OF 8 HIG CA C
-• a �1SNVIRONMENTAL SERVICES, INC.
,-
... .I
- TOOT Bedroom ,
S c` DIMENSIONS: 6.35 x 50.0 18 UNITS TOTAL Bed Be oo
TONE FOR AN SAS HAVING THE bIME S S Uvmg Room ., ,, -
VARIANCE REQUEST,
- 185 ASHUM ROAD`
• I TRA R'
.:.
F NFI TO m Area: (General Use Approval for 4.72 S of � ., _. ,
Bottom ea (G n pp /LF �...., � MASHPEE, MA` 02649
A
FT
NI ND CAPS per ROW 50.0 :8U UNITS __ F$P
1 T A VARIANCE T R DISTANCE
REQUEST VA NCE 0 EDUCE 0 STA CE FROM SAS TO A FOUNDATION ., ,,,.�, TEL FA}( 5O 5 9 7966
2 ROWS x 50.0 x 4.72 SF 349.2i3 GPD
E 8 3
/I-F ,
1 F BULKHEAD F
# 1
' FROM 0 T 2.5 FROM BU AD`dc 18 6 FROM FOUNDATION.
3 BR'HOUSE FLOOR SCHEMATIC FR 2 a L E F 0 _
SCALE., 1 -20 DRAWN Y.; CE A Y
4 P B S DATE: FEBRUAR 9,;2009
DESIGN FLOW PROVIDED. 0.74(472 S.F.) 3 9.28 G D
A 40 MIL RUBBER LINER HAS BEEN PROVIDED,
PR JECT S 11 0 FILENAME: 11 PP 0 # D 2 LEN E SD 20 ..DWG SHEET 1 OF 1