HomeMy WebLinkAbout0070 OAK HILL ROAD - Health 70 Oak Hill Road'-
A = 248— 086
Hyannis ,
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TOWN OF BSA rRNSTABLE
LOCATION 7� � k 11(( l SEWAGE# 6 b
VILLAGE &4 n"tS i ASSESSOR'S MAP&PARCEL o2Y0
INSTALLER'S NAME&PHONE NO. #fe- ey
SEPTIC TANK CAPACITY I YDO
LEACHING FACILITY.(type) 3D SV (size)
NO.OF BEDROOMS
OWNER CL-&k,(-
PERMIT DATE: 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) `h � ' Feet
FURNISHED BY \)
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No. �V 3 Fee V�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
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PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
4plication for Disposal *pstem CoustructtW-Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade�andon( ) omplete System ❑Individual Components
Location Address or Lot No.T20 ®NZ R k Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 2_0 Q{j F�r- ei�e
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
&Z)8-6 m-9?0Z c21,Z—q S-t(
Type of Building:
Dwelling No.of Bedrooms .6 Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan 'Date /`f �O l�' Number of sheets Revision Date
Title
Size of Septic Tank_4f2W Type of S.A.S. 19A-4 "r
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 Certificate of
Compliance has been issued by this Boar Health.
ned Date
Application Approved by ILLDate
Application Disapproved b Date
for the following reasons
Permit No. d Date Issued
•No. u _/ ? i Fee VV
THE COMMONWEALTHO.F MASSACHUSETTS Entered in computer:
4-
PUBLIC HEALTH DIVISION . TOWN=OF,,BARNSTABLE, MASSACHUSETTS
Zipplitation for -Misposal 6pstem Construction Vermit
�,
Application for a Permit to Construct( ) Repair( ) Upgrade V Abandon( ) omplete System ❑Individual Components
Location Address or Lot No.T?0 c7 NY- to\k N_ Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel N�-G.�k�S y9_ e 86 F rl"K C L.4fC L
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
C IMP
7 Nv,isa- g--G - 90 2 -V T 1
Type of Building:
Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ri gpd
Plan Date `f �/�( .itO�l Z' Number of sheets Revision Date
_.Title
Size of Septic Tank / r"/n) Type of S.A.S. 1 f
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 Certificate of
Compliance has been issued by this Bo of Health.
ned Date S
Application Approved by UIVRI, k2 Date
/ Application Disapproved.bV Date
' for the following reasons
Permit No. 0 Date Issued
i
------------------------- ----------- -------------------- -'-----------------`
' TB1 E COMMONWEALTH OF MASSACHUSETTS
1 , BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On=site Sewage Disposal system Constructed( ) Repaire Upgraded
Abandoned( ")by c,e W' 4}
at 6 t� has been constructed in accordance '
with the provisions of Title 5 and the for Disposal System Construction Permit No. / dated --7
Installer Designer jAt
i
#bedrooms Approved design flow 3 gpd
The Date issuance of this permit shall no b co true a guarantee that the system wi functi n as� 'gned.
lJ
Inspector
------------------------- -------------------------------------------------------------------L----------
No. Fee /pU.-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem ConstCUttion J)Prmit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( y) Abandon( )
System located at ?d oP.(cl�-(�
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 mu s be completed within three years of the date of this permit.
Date / / Approved by
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FROM :down cape engineering inc FAX NO. ,:15083623880 May. 13 2013 09:59AM Pi
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septic Syste.1,111 at Oak t( W I)a's e d u n Li J i:,,j 1 g -awcChy
(d-naip(iT)
I' CFItiky that the Sepdr... anove "vas instatlod suligtantially aunord.wf,-, to
thc-, deFip, wl '(,,h may U.mILLdc, umijC,i ,j:upx0[7c-rj (-.b.F.,.n In b n 01 fla,
,.f.,Tes such xe ca o
distilb-otio.n.)ox, U. -CUOT 3c'Pt.;,c t"),M
c.ext.ify a-iat tELP septic syl.-,.mu rufolt.ucsl ".hove wF.F, i.islallud Whii Lojai. 0.11,1311.geq (liX.
guts,-.r than 10' _10cial relocaLj()j-.j of[11(; SAS ox a.ay vertical rclon-tifi(in ofFilay CODIPork"Iff.
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"W'DIT, NOT B.J!, .1RIq7—ED UNT'lL ziol d
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TZTW BARNSTA.HY.F, BU C H EyU,111 714AXILD211
.-PTUT
Town of Barnstable r#
Departinent of Regulatory Services
n sr�u Public Health Division DateMAM
.l�0 200 Main Street,Hyannis MA 02601
Date Scheduled / Time 1Fee Pd.
S®il >S`uitabiliO .Assessment,for ,S'e� ge . isp.®sal
Performed By: ba h_ sQ Gh
l � saI VeS �
Witnessed By:
LOCATIQN&GIENERAI,MOTION
Location Address 76 c> c.K ( Kr,(' Owner's Name C!Q rk
NY'/a P1 A-to Address
Assessor's Map/parcel: a 7O/�� Calp
Engineer's Name (JII
NEW CONSTRUCTION REPAIR / Telephone#
:_ (yJ 3 G
Land Use a tvl� es %Slo �—�V
P ( ) Surface Stones /VO r1 e
Distances from: Open Water Body R Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line ft Other ft
SIM-TCH,(Street name,dimensions of lot,exact locations of test holes&Pere tests,locatcdwetlands In proximity to holes)
oat �/ /
Sg TIV
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10 rd
o� '(Y
Parent material(geologic) bJ Ct> `� I Depth to Bedrock �v v
Depth=:o Groundwater. Standing Water in Hole: / /l Weeping from PI FaLm,
Estimated Seasonal Hlgli Groundwater
Method Used: DETERAHNATION FOR.SEASONAL RIG' R WATER TABLE
Depth Observed standing in obs.hole: la, Deptlt to soil mottles: jrt,
Dcpth to weeping from side of obs.hole: In, Groundwater AdjuOtment �.
Index Well# Reading Date: Index Well level--:— Ad,J,factor— Adj.Croundwater Leval
]PER.COL+ATION TEST pate. Thee
Observation
Hole# Time at 9"
Depth of Pere WTime At 6"
Start Pre-soak Time @ Time(91)41) _^
End Prc-soak
RateMin./Inch ��Y1rh�lt7l�
Site Suitability Assessment: Site Passed 51
tg Failed: Additional Testing Needcd(Y/N) /t/
Original: Public Heal Dlvisiou ObserV*adon 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:\S EPTIC\PERCFORM.D O C
DEEP-OBSERVATION HOLE LOG Hole# V
Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders.
22-� 7 A
L S
Eg-0 C A/C
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsis en, %Gave
DEEP OBSERVATION HOLE LOG Hole#.
Depth from Soil Horizon Soil Texture Soil Color Soil
Other
Surface(in.) (USDA)
(Munsell) Mottling (Structure,Stones,Boulders.
o itcc G e
DEEP OBSERVATION HOLE LOG Holt;#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Co si ton
Flood Inscurance Rate Map:
Above 500 year flood boundary No— Yes
Within 500 year boundary No Yes '
Within 100 year flood boundary No._ Yes .
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious matorlal? _
Certification
I certify that on ���Z (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 requited training,expertise and experience described in�10 CMR 15.017.
Signature �..��`1—v�°'�". Datei 2—/O—/2
Q:\S.EPTlaPFRCF0RM.D0C
SYSTEM STEM PROFILE ALL jSYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION. Route
As
lrapwA'fE1� PROVIDE WATERTIGHT MIN. 20" DIAM. (NOT TO SCALE) 1. DATUM IS APPROX. NGVD
pv,G,TYP. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2. MUNICIPAL WATER IS EXISTING aAll
TOP FOUND. L. 48.4' PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE boo a
\F' -i 43.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOP 'EQUIRED OVER SYSTEM 37.0' -38.0 3. MINIMUM PIPE PITCH TO BE ]/8" PER FOOT. scy9� Qoa c r
No-E: PLvML317aG PRECAST H-10 UNITS TO BE AASHO H-10 f� y o
4. DESIGN LOADING FOR ALL PROPOSED PRECAST �s �i
RE'ROtlTE RISERS (TYP.) o J
•�, PROP. TEE � o�� cC R
2'0 4"OSCH40 PVC
SEc- ��N t PIPES LEVEL 1ST 2' 2" DOUBFF WASHED PEASTONE 5. PIPE JOINTS TO BE MADE WATERTIGHT.
*46.3' ~` OR GEOT TILE FABRIC In 0
35.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
10" 1500 GAL H-10 14" = e
* 41.0' TEE SEPTIC TANK TEE \\
43.9 40.75' ° o° ° o 310 CMR 15.000 (TITLE V.) �O
GAS BAFFLE: °°°°O°O°O°°° 34.5 Oda
'S °^°1 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
If t
::.
4' LIQ. LEVEL (ACME OR EQUAL) '': 34.70' 34.53' goo 2 0 32.5' NOT TO BE USED FOR LOT LINE STAKING OR ANY
oo a o0o OTHER PURPOSE.
o°00000a00000000000a000a0000000000000a0000000o H-20 3050 INFILTRATORS ,�.
0,0000001-,O,g,000°0000°0000rgoqng„99g,90000• 6" MIN. SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. o
12" MIN. INT. DIM.
6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE 9. COMPONENTS NOT TO BE BACKFILLED OR
COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF 0 ey
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.6' X 10.25' HEALTH AND PERMISSION OBTAINED FROM BOARD
( 18 % SLOPE) ( 1 % SLOPE) 1 5.75' OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
LEACHING CALLING DIGSAFE (1-888-344-7233) AND
69' 07.6% SLOPE 33 LOCUS MAP
FOUNDATION SEPTIC TANK D BOX 5 VERIFYING THE LOCATION OF ALL UNDERGROUND &
FACILITY NOT TO SCALE
' 39' ®7.4% SLOPE I OVERHEAD UTILITIES. PRIOR TO 'COMMENCEMENT OF
BOTTOM TH-1 & TH-2 , WORK.
NO GROUNDWATER FOUND 26.75 ASSESSORS MAP 248 PARCEL 86
x'9T.t1 66__ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL \ 2 4 SHALL BE REMOVED 5' BENEATH AND AROUND THE W 1P Z-oNC
} UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS g•87
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM � o 71 0 PROPOSED LEACHING FACILITY. ! x15T11aG S QIDRpp�n - V1'Ula�bNLy,
w .56 *V/4L R 12. EXISTING LEACHING FACILITIES SHALL BE Nam' "Nr w'%�NS3"Rv�O1V �N
x 7.07 Oq
`'' $ � � � 4 .41 PUMPED AND REMOVED OR PUMPED AND FILLED
78 D WITH CLEAN SAND. i
' 45• ' 46.51 \
1 O O i 4
00
P, //O 6.02 163 58' .1
w
45.30 8.9 x28\
I 39.05 I 00 3 50.67 SYSTEM DESIGN:
i I .94
x 47.81
45.3 7 0 9
48.38 GARBAGE DISPOSER IS NOT ALLOWED
TEST HOLE LOGS DESIGN FLOW: 5 BEDROOMS 0110 GPD = 550 GPD
44.56 _� ;'`tP._ �Z --•�`v _ � t _ USA.. 550-GPD-DESIGN FLOW _.._
ENGINEER: DANIEL E. GONSALVES, SE #13587 x 36.14 Q� x 47.7s C 02 J
�� O 44.96 48 I3 �, SEPTIC TANK: 550 GPD (2) = 1100
WITNESS: DON DESMARAIS, RS I
DATE: 12/10/12 14 48.02 USE (1) ,H-10 1500 GAL. SEPTIC TANK
I 4�AD 4 .74 o x 50.1
PERC. RATE _ < 2 MIN/INCH 6 DRIVE 45 5 3 LEACHING:
I 01 3 . 2 SIDES: 2 (50.6 + 10.25) 1.85 (.74) = 166.E GPD
CLASS I SOILS P# 13816 GARDEN 47.77 I =
35.41 k 3 BOTTOM 50.6 x 10.25 (.74) 383.8 GPD
ELEV. ELEV. rn 4 3
INVERT EL. 46.1 TOTAL: 743 S.F. 550.4 GPD
37.5' 37.5' I z 35. 3 NOTE: PLUMBING x 49.50
44.22
� O � 3 .10 � PROPOSED TO BE �
p � RE-ROUTED TO EXIT REAR. USE (6) H-10 3050 INFILTRATORS WITH
m I CONTRACTOR TO CONFIRM
4 STONE AT ENDS AND 3 AT SIDES
FILL FILL i / EXISTING DWELLING PRIOR TO INSTALLING ANY
I TOP FNDN. = 48.4' PORTION OF SYSTEM.
��� ( k
22" 35.7' 22" 35.7' _
I INV EL. 43.9 INVERT EL. 46.3
AP AP
48.02
LS LS m O 7 45.41 2 £,
35.450 36 9 'j O x 42.33� 47.69 BENCHMARK COR. PATIO
2.5Y 4/1 2.5Y 4/1 "� x 4 .76 AT EL. 47.5 ', °' MA
27" 35.25 27 35.25 I 9 �� �, �� 3 4 FLAG o APPROVED DATE BOARD OF HEALTH r
d' PATIO C.O. `. N
0 0 C-MAYAWr CrYP-1 V r
e e a I `� Z TITLE 5 SITE PLAN
LS LS v \ 48 QS 9 OR .60 ®■,� 23 OF `1
„ 10YR 5/8 ,. 10YR 5/8 I Q AQ GRN
58 32.7 58 32.7 `T 8 `� `� 43: HSE 7 AK HILL "ROAD
I Q� 46 O O O
Q 47 z 47.23 47.16
C C ROVIDE SUPPORT FOR \ O a, C.o• 73 H i ANNIS
35.27 ' 4.73 Q)
PERC ED DURING SOIL 0 6
R OVAL PROCESS PREPARED FOR
M/CS M/CS I 6. o \ .
°s SHE
35 AS 47.20 FRANK CLARK
I O
2.5Y 6/6 2.5Y 6/6 >
129„ 26.75' 129" 26.75' 47.32
�• SQ ' 145.00 DECEMBER 11, 2012
35.17 x 35.59 / 43 R �, � 44a
NO GROUNDWATER ENCOUNTERED o N - �� �a�SH�Fgsy ?� off 508-362-4541
0) rr �»-4 .14 A, S S
\ co a pA !.y �c y�`� ; a� ° fax 508-362-9880
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I »3�.7� v .( _I ;OJALA �� v, own ca a e/! ee�iINC.
5.2236• 5' REMOVAL OF UNSUITABLE SOIL REQUIRED CIUII t n�/
LAROUND PERIMETER OF LEACHING FACILITY, <' No tau:: �r03$0 "�
�.� ° 20,
' -.�-5. v F � ' ��� civil en inee
35. �� �F ���� �f 9 rs
„ DOWN TO SUITABLE SOIL LAYER. REPLACE 1,! Fss3 p r�
Scale: 1 = 20 WITH CLEAN) MED. SAND, TO MEET n yo- pSURV�� �S." land surveyors
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�L1` -..= 939 Main Street ( Rte 6A)
SPECIFICATIONS OF 310 CMR 15.255(3) w�
DATE NIEL A. OJALA, P. P.L.S.
12-305 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675
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