HomeMy WebLinkAbout0327 PINE STREET (HY - Health (2) 327 Pine Street
Centerville
A= 228-087
A/ SMEAR
No.2-153LOR
UPC 12534
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TOWN OF BARNSTABLE
LOCATION ';27 SEWAGE# �(®G
VILLAGE ASSESSOR'S MAP&PARCEL '°aZ2 ( 6L
INSTALLER'S NAME&PHONE NO. �� NC
SEPTIC TANK CAPACITY J 5-CO A9eu-)
LEACHING FACILITY. (type) ,3 !gade J A size) X�-
NO.OF BEDROOMS
OWNER y "Z--
PERMIT DATE: COMPLIANCE DATE: s2 4 J
Separation Distance etween the: ,0 snaCC 'NStW
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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 facili ) Feet
FURNISHED BY
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/No. 6,� Fee `K
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for misposal 6pstem Construction Vermit
Application for a Permit to Construct( ) Repair(V/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3 2-7 Owner's Name,Address,and Tel.No.
Ce'J t--e r v i 1 I'e
Assessor's Map/Parcel p� �� 7
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
vS1�5 %rOIJ14 1Nc '30C6-HCX) -7/SYy
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 1100s.f'. No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 130 gpd Design flow provided 357, 3 gpd
Plan Date 2 I I C,, I I I Number of sheets 2 Revision Date
Title Size of Septic Tank j 1.jjc C_-) NN i,; G
Type of S.A.S. 500 c:,j 6,y C jj� ,n„ eCS
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 Board of Health.
Signed Date °
Application Approved by LDate
Application Disapproved by Date
for the following reasons
Permit No. Ow Date Issued
No. 'Dol v 6� _ Fee `
'� Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTS yesud
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
4plication for VspoBal 6pstem Construction Vermit °
Application for a Permit to Construct( ) Repair(V/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Add;ess or Lot No. 3,Z 7 �i S f Owner's Name,Address,and Tel.No. N
Assessor's Map/Parcel Dili Z-
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�v�S145 A -N`z�rowN Trx SOS-400 -7/" E1�ko er1NS WO,'ks So�C3-y7]�53�3
Type of Building:
i
Dwelling No.of Bedrooms 22 Lot Size SSW/S ; sq.ft. Garbage Grinder( )
i Other Type of Building ho�c,P No.of Persons r Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided; 351, 'j gpd
Plan Date 2 Ice 1 I 1 Number of sheets 2 - Revision Date
Title
Size of Septic Tank 1 � NP w Type of S.A.S.
Description of Soil
i
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 Board of Health.
Signed Date '} 111
Application Approved by Date -- ��
Application Disapproved by -_ $ Date
for the following reasons
Permit No. C;W o Date Issued J 2
_ . -- -. ----—------C.''-`-�------�--------- - --------------------- ------ -------- ----------
THE COMMONWEALTH OF•MASSACHUSETTS
BARNSTABLE MASSACHUSETTS
Certifitate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( V} ' Upgraded( )
Abandoned( )by u G 5 A TS C ,5 Z m r
at 3,2 7 1P,N f, C,fi has been constructed in accordance
iwith the provisions of Title 5 and the for Disposal System Construction Permit No. 0011-666 dated 3
Installer 11:,y,�AG5 A TSif,,,ory 1mr Designer } {.o✓ (4,,J' cS
#bedrooms 3Approved desi nowInt ' S gpd
The issuance of th' permit shall not be construed as a guarantee that the system wit' as designed
' Date I Inspector
,. - ---------------------------------------------------------------------------------
No. -r/ --6 6 C2 Fee-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Voposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at 5 2.7 i?,w)P St C
i
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.,— <
i 2 '
Date 3 Approved by
,I
i
03/24/2011 19:00 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
4 Thomas F. Geiler,Director
trues
Public Health Division
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 509-862-4644 Fax. 509-790-6304
Date: _�_ � G' Sewage Permit# Assessor's,MaptParcel
Installer&ftisnercation Form
Designer. �rl rt���,nc� We�l l� 1�+t Installer_ �. r-e�+•►•� �C.
Address: 17- Uaes k-- ern ss �,PAA Address: l-a - f3ww— tLt
OnF was issued a permit to install a
(date) (ins ler)
septic system at 3�-Z �� � d-rnn- based on a design drawn by
(address)
M CC—e\f P dated t ! l
(designer)
1 certify that the septic system referenced above was installed substwWally according to
he design, which may include minor approved changes such as lateral relocation of the
distribution box, and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
1 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&Locaf Regulations. Plan revision or
certified as-built by designer to follow. Stripout(if required) cted and the soils
wens found satisfactory. �yjK OF�gs�J
,t41►
a PETER T. N"1
MCENTEE
ces Signature) .e 9 NCIVIL s e �
4
0
0 � STEQ'� �y4
• Fps 6�
)er'si ~r eign A ere)
PLL4,SE RETURN TO BARMABLE PUBLIC HEALTH DIVISION.
OF COWLLANCE WILL NOT BE Jp OM BOTH THIS FORM AND AS-
BUILT CARD ARE flEaIVED BY THE BARNSTABLE EERIQUaTH.DIVISION.
�. .5
. Town of Barnstable P# 3 W
op�
Department of Regulatory Services
BAW6ML& : Public Health Division Date s I t
200 Main Street,Hyannis MA 02601
rFD MA'I A //
Date Scheduled Time Fee Pd.
Soil Suitability Assessment,for Sewage isposal
Performed B : e/�✓ �- 6 J e rj- \
y Witnessed By: tiv C Gvt.
LOCATION& GENERAL INFORMATION,.
Owner's Name
Location Address 3 z �ed✓n e �
(�N .1 t Lp Address 3Z-7 r
t L,_
Assessor's Map/Parcel: ZZ F_0 Y 7 Engineer's
NEW CONSTRUCON REPAIR Telephone# �(3�7�
CONSTRUCTION — 7-4 70
Land Use 'V"1e�R a l�. 2� Slopes M — 2— Surface Stones iy�n
Distances from: Open Water Body C.`ft" Possible Wet Area__2 ft Drinking Water Well 7 L ft
Drainage Way ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
v
r 1
Ila
�
<, 2jV
Parent material(geologic) ( t moo, y Depth to Bedrock.
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face � �
Estimated Seasonal High Groundwater I
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: - in, Depth to soil mottles:
Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.faetor— Adj.drouttdwater level
PERCOLATION TEST bate Thne .
Observation
Hole# Time at 9"
Depth of Perc I �'�— c5 c,Wavm 1Tlme at 6"
Start Pre-soak Time @ _ [� f N Time(9"•6')
End Pre-soak j
Rate MinJInch.
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division ObServati0il'Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within'00' of wetland,you must first notify the.
Barnstable Conservation Division at least one 131 }'week prior to beginning.
Q:X.SEPTIC\PERCFORM.DOC
• _
X
L..
DEEP.OBSERVATION HOIX LOG Hole# l
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Cons stenGravel)
�vt. ►b y�-yt�-
DEEP OBSERVATION HOLE LOG Hole 2.
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
et
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
CMSistency.%Gravel)
,
DEEP OBSERVATION HOLE LOG. Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co n
,t
Flood Insurance Rate Mau.
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
Certification i
ed by the
I certify that on (date)I have passed the soil evaluator examination approv
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required trainin ertise and experience described in 310 CMR 15.017.
Signature
Date
iR
Q:\SEPTICIPERCFORM.DOC
s � d
N J - 100 --EXISTING CONTOUR
` ® m e x 100.98 EXISTING SPOT GRADE
_08o WN EXISTING WATER SERVICE
Pine Street Ci EXISTING GAS SERVICE
p LOCUS -$.H. -OVERHEAD WIRES
TEST PIT
f Y $ BENCHMARK
LEGEND
LOCUS MAP
NOT TO SCALE STREET
PINE
• 48.81 48.64
Of pavement 49.00 48.12
edge 49.53
48.05
SIDEWALK 49.12 49.02 as.o1
D N 79'39' W cw
m 175.43' 49.55 48.32
zc 6
a+ --- 50------------
CP
EXISTING LEACH PIT
v TO BE PUMPED, FILLED
AB i \ � a9.7s
W/ SAND AND ABANDON. 0 5Q.06
t° _ 50.75
I ' lb `�� 50.801
EXISTING SEPTIC TAN
50.8�
TO BE PUMPED, RUPTURED, FILLFD so.s3 EXISTING 50.5 50.46
WITH SAND AND ABANDON. HOUSE(#327)
21 25' T.0.F.=51.4.± 'sQo9
_PROP.
.39
TOF
1.39
i,a. � �s_�•, 0 0 14' 1.00 51.01
T�= x 52 5.
51.71 1.73 51.11 51.11 � Q
PROPOSED SEPTIC TANK � •
1 INSTALL Q
EXISTING SEPTIC TANK CLEANOUT 51.34 O
TO BE PUMPED, RUPTURED, FILLED 51
WITH SAND AND ABANDON. + y7a O
EXISTING LEACH PIT 51.69
TO BE PUMPED, FILLED
W/ SAND AND ABANDON. 51.78 � +
( 52.10 t
-__�-- � ` 45�. CK. 51.38
51.77
17771 x 1
518 51.65
61 _ 2
HED GS
GARDEN
52.36 52.38 s2zo W.
i I1.94
W '�/
- 51.67
o
;L _ _ 52.79
N 52.73 i
_.J c 3
°D
0 00
SHED :q) �1
x 53.36 : BENCHMARK
Outside Bulkhead Corner
x 52.74 EL.=51.39 (Assumed)
a
� E
f ,
+ o
x 53.45 j Q
- � k
+ O
1
BARN
1
+
+
+
,,,-- LOT 1
APN 228-087 i
55.415 S.F.t(CALC.) ��\\ �F MASS9
1.34 Ac.t (RECERD)
� c�P Cy
' o PETER T. s
McENTEE
CIVIL
No. 35109
x 54.50 \�� A REG STF.���
° 186.00' ,5`I-- OFFS ENG
N 73*34' W CB 51.98
53.61 'O
OWNER OF RECORD
Dryz, Daniel G & Cheryl A
327 Pine Street
Centerville, MA 02648
Engineering by: SCALE DRAWN JOB. Na. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. 1"=30' P.T.M. 107-1 1
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET Na. 327 PINE STREET CENTERVILLE MA MA
(508) 477-5313 2/16/11 P.T.M. 1 of 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
u FINISH GRADE SHALL NOT BE < EL:48.5
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3"
OF FINISH GRADE FOR INSPECTION PURPOSES
AND SET TO 6" OF FINISH GRADE.
T.O.F. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE
EXISTING F.G. EL.=51.5t F.G. EL: 51.5t F.G. EL: 51.8(MAX.)
/MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 43(MAX.) L = 9' L = 5'(MAX.)
® S=1% (MIN.) @ S=1% (MIN.)
r 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
6" "10"1 Mll
;5.21
"14'
14" 6 INV.=48.57 48" LIQUID LEVEL AGAS BAFFLE INV.=48.22 PROPOSED INV.=48.05INV.=48.32 D-BO
INV.=48.00
PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
TIE IN TO EXISTING SEWERS H-10 RATED
INV.=49.3t (VERIFY)
TOP CONC. ELEV.=48.8t
BREAKOUT ELEV.=48.5
NOTES: INV. ELEV.=48.00 01-I.-
es 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE B BaaaB
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=46.00 IFF
4' 1 2 X 8.5'=17.0' 4'
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0'
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED T.P. EXCAVATION OR G.W.
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO GROUNDWATER, EL.=40.7 -
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON 3/4" TO 1-11/2" DOUBLE
OUTLET TEE AND REPLACE IF NECESSARY. WASHED STONE
SEPTIC SYSTEM PROFILE 3" LAYER OF ,
DOUBLE WASHEDHED STT ONEE
(OR APPROVED FILTER FABRIC)
N.T.S.
GENERAL NOTES: SOIL LOG
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: FEBRUARY 16, 2011 (REF. P#13,183)
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER MCENTEE PE, (SE#1542)
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DAVID STANTON R.S.
LOCAL RULES AND REGULATIONS. HEALTH AGENT
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ELEv. TP- 1 DEPTH ELEV. TP-2 DEPTH
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. 51.8 A 0„ 51.7 A 0"
I SANDY LOAM -._ - SANDY-LOAM - -
j -47ANY"CONDITIONS ENCOUNTERED-DURING CONSTRUCTION DIFFERING -
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 50 8 10YR 4/2 12„ 50.7 10YR 4/2 12"
ENGINEER BEFORE CONSTRUCTION CONTINUES. B B
5. ALL ELEVATIONS BASED ON ASSUMED.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND LOAMY SAND
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 5/4 10YR 5/4
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 48.8 36" 48.7. 36"
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
Cl Cl
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND PERC
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/4 2.5Y 6/4 1 40"/52"
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES. 44.8 84" 44.7 84"
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY C2 C2
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING MED. SAND MED. SAND
CONSTRUCTION. 2.5Y 7/3 2.5Y 7/3
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 40.8 132" 40.7 132"
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). NO GROUNDWATER, PERC RATE: <2 MIN./IN.
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY A CERTIFIED SOIL EVALUATOR PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
®®®® 0 ®®®®
DESIGN CRITERIA - ®®®®®® ® ®®®® 33"
Ld ®®®®®® ® ®®®®
N z ®��®®® ® ®®®®
NUMBER OF BEDROOMS: 3 BEDROOMS -
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE: <2 MIN/IN 102"
DAILY FLOW: 330 G.P.D.
DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO 4" KNOCKOUT
LEACHING AREA REQUIRED: (330) = 445.9 S.F. 20" DIA. COVER
.74
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 4" KNOCKOUT / 4" KNOCKOUT 62"
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 .OUTLETS 0
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 4" KNOCKOUT
SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F.
BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. 500 GALLON CAPACITY, H-10 LOADING
TOTAL AREA:..............................................................482.8 S.F.
CHAMBERS
DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D.
N.T.S.
Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. 1"=30' P.T.M. 107-1 1
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 327 PINE STREET CENTERVILLE MA • MA
(508) 477-5313 2/16/11 P.T.M. 2 of 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632