HomeMy WebLinkAbout0076 RIVERVIEW LANE - Health 76 Riverview Lane
A=228—099
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SMEADI
No.2463LOR
UPC 12534
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SOURCWO WWMLSflP=A&tm
TOWN OF BARNSTABLE
LOCATION 76 SEWAGE# 7-®0 g " Z 8 9
VILLAGE CGp,7 rsfL V+I.LF ASSESSOR'S MAP&PARCEL Z$' 99
INSTALLER'S NAME&PHONE NO. PAS-T'0,tL
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) ,_",' ��- �{ (size)
NO.OF BEDROOMS
OWNER 65TMT'& 6;- o6e ,��sUr��
PERMIT DATE: COMPLIANCE DATE: 7 ,J �)
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of lea^tacility) Feet
FURNISHED BY QA *9Xc-Q'y*r7Xrf
,a H 43 13z 25
e 3 ` a q 53 ,
B '0
A 55
A. 944 33
`/4 a
No. Z005 1 2 8,� s Fee Af 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
pplicatiou for Mtgo5at 6p5tem Con5tructiou Vermtt
Application for a Permit to Construct( ) Repair 1 Upgrade( Abandon( ( .Complete System ❑Individual Components
Location Address or Lot No.76 Rj t)ra$Lv t16w ,1-P Owner's Name,Address,and Tel.No. ()A"`D GroL 0 1,4�N
Assessor's M.ap/Parcel Zz 8 _ 499 {71-�1A�U'0�1 MBA
Installer's Name,Address,and Tel.No. IPASV&fM a- c Nv^Zm tn,� Designer's Name,Address and Tel.No. G02"l.>SS94N6 W
P-4 S W 17-13") F'a'3'4`V 7`+t'6 t..t,A W C.lLs�a'Si=l ititJ F O* �J A t Tc, M'�
Type of Building:
Dwelling No.of Bedrooms Lot Size 0-3 080k sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) _jS0 gpd Design flow provided J 7� ' 6 gpd
Plan Date 7- 3o—e 9 Number of sheets `Z Revision Date
Title
Size of Septic Tank Type of S.A.S. dQ�,�./3T�n.S -J5Od___
Description of Soil `Tsn ]2c_,Aj
Nature of Repairs or Alterations(Answer when applicable) Ca?6g.A0*t tL:G►� ;Sri,
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 'tle of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued brslgalth.Signed DateApplication Approved by �• .�• Date
g -/O-drj
Application Disapproved by: Date
for the following reasons
Permit No. 2 00,q— 2 91 Date Issued
—=_ = ------ Fee
No. 21�1/Q 2 "�—
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
�Digonl �§p5tem Cow9truction Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( tom ) 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 pe it
Date / /ate a7 Approved by - /av
No. G..�d 6�-.. n 8� �a•-- � a '�v a� �s d P - w.,.:� ' °� -r�.` Fee
G �t `�` ` �' Entered in computer:
THE COMMONWEALTH OF MASSAHUSE>TTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplication for Dioonl *p!6tem Con0truction Permit
Application for a Permit to Construct( ) Repair 4) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. /6 fZl UFiRv Isw L.,N Owner's Name,Address,and Tel.No. �A i) GoL rat bc-A
C. '%fLutLk-G IS 'tA l on. AvG *i 15ot
Assessor's Map/Parcel Z Z 8 - oc?q
Installer's Name,Address,and Tel.No. PASWIXG Designer's Name,Address and Tel.No.
P•G &l 1LV9 1Z I,,, GRS��Sr��LtJ FOy'Cos-tiJllu� 1`�lA,
Type of Building:
Dwelling No.of Bedrooms Lot Size Z3 0 c sq. ft. Garbage Grinder ( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 5so gpd Design flow provided J 73 6 gpd
Plan Date -7- 3o—a 7 Number of sheets ` Z- Revision Date
Title
Size of Septic Tank /56V _Type of S.A.S. 6,0 of
Description of Soil SG-6 -PC..^-fj 'S
Nature of Repairs or Alterations(Answer when applicable) U?6RLAVC IrAILZ6
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 f tie of the Environmental Code and not to place the system in operation until a Certificate,of
Compliance has been issued b, t 2i o ,d alth. !�
L
Signed /! / Date 9-
Application Approved by �' DDate
Application Disapproved by: 'Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance n
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded
Abando ed( )by PA'% 'i7't��j Gam �.7t
Tt c , C7-
at -7 \ Ri Vb1LV rT0W LN . Cbty"T'c�-yl US& has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.P, dated
Installer 01-� Designer
#bedrooms Approved design flow yy,4' •3 gpd
The issuance of this permit shall'`of to�cgn�tr�}ed ag-a guarantee that the system function a§ldAig eyd.
t- lDate Inspector
09/18/2009 04:35 5084775313 ENGINEERING WORKS PAGE 02
Town of Barnstable
Regulatory Services
Thomas F. Geller,Director
{ Public Health Division
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 0 1 Sewage Permit# Assessor's Map/Parcel ?..2"�
Installer&Deaiaaer Cerd cati n Form
Designer: tSL5� P_-e�S c�aYL 4 , In c . Installer: P'L$ (`2 E� CaJ
Address: n- W, Cr G,4 S-C%tiL l cA lid Address: e-6 . 100 X l ?ram 5
� l c.,—k I K QzL Y y f`:Wr(_J (�
On )1q.S t'O Ct �"� was issued a permit to install a
(date) (installer)
septic system at '7 based on a design drawn by
(address) /
M.C—&'t--tA E dated ®` Q
(designer)
I certify that the septic system referenced above was installed substantially according to
the 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.
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 by designer to follow. Stripout(if required)was inspected and the soils
fo d sati ry
OF U46
is Si PETER T. .
c McENTEE
CtVIL
No.35109
TRTIFICAU
signer's Signature /7 (Affix lJe�9 9Fo� )
l
P TURN TO BARN X P LIC HEALTHH DIVIS CE
OF C. WILL N
CEIVE
THANK YGUI
q:\affim fm=ldesi o=vwUfintk m fomdw
w
�. , . . Town of Barnstable. P# j a
,. Departiment.of Regulatory Services
• a�srtsrnrir Public.Health Divis;ton Hate Cn (2- aq
>A
200 Main Street,Hyannis MA 02601
Date Scheduled ( � Time Fee Pd, Ifl 0 O ` Uy;
Soil Suitability Assessment for Sewage Disposal`
Performed By: ee.N'u- fAL q,}-X Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address -76 ,2'J-e ci Owner's Name
Do i ck 6-0
Address t5 To.. lo.r A v� aSC�S
>°i y►�.QJ�-k r�� o z3 �o
Assessor's:Map/Parcel Engineer's Name t
Pe�••4� INIc��.a-mac 'P4
NEW CONSTRUCTION REPAIR X Telephone# S0?7 3,, r
- "7 7 ^H �
Land Use. b �'���_ Slopes(`b)r Surface Stones /v I A"
Distances from: Open Water Body G"tJ ft Possible Wet Area ft Drinking Water Well
Drainage Way a az:/ ft Property Lane ft :Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands(n proximity to holes)
` i ®
z
Parent material(geologic) 044 ,s LN Depth to Bedrock � � �'
Depth to Oroundwater. Standing Water in Hole: N Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERAIINATION 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 Adjustment ft.
Index Well# Reading Date: Index Well level Adj,factor Adj.Groundwater Level , o
PERCOLATION TES`' bate�, Tfine
Observation '
Hole# t Time at 9" ..��
Depth of Pert �4 � �`U7^� Time at 6"
Start Pre-soak Time® r Time(9".6")
S r
End Pre-soak
Rate MInJlnch. LZ
Site Suitability Assessment: Site Passed— -,e 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:4S EPTI0PERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling '(Structure;Stones;Boulders.
CQnsisfaici. vl
too2
DEEP OBSERVATION HOLE LOG Hole#
L
Depth from Soil Horizon Soil Texture Soil Co Other
lor Soil
Surface(in:) (USDA) '(Munsell) Mottling (Structure,Stones,.Bouldets.,
Consistency,%Gavel)
1Z TL SL
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling ; (Structure,Stones;Boulders.
Consistency. O ve
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 Map:
Above 500-yearflood 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 material?
Certification
I certify that on `l V (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 tra pin se and experience described in 310`CMR 11017-`
Signature ate
Q:\SBP'nQPBRCPORM.DOC
LEGEND N
EXISTING CONTOUR s
f T
/J x 100.98 EXISTING SPOT GRADE Main St m a = a = _
PROPOSED CONTOUR Pine Street
—W EXISTING WATER SERVICE
'9C�� VER VIEW
—G EXISTING GAS SERVICE � � r
p3) LANE- - OVERHEAD WIRES 4 Y
/i 4 ✓ TEST PIT s
— �-- — — — — 704\ _ — Edge of paveme t p� BENCHMARK LOCUS
S 428 5" W �' - - - - - - _
R=400.00' \ p '
S f O I 3 p
fpCN 0LOCUS MAP 91
1-13 2 t �011- NOT TO SCALE
_ a�
o GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
I, O 0 , I BOARD OF HEALTH AND THE DESIGN ENGINEER.
N 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Q; 78 / OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
�a I,N• p / LOCAL RULES AND REGULATIONS.
iv �• TPI 2 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
W, / �� 3 ✓ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
I'N i DESIGN ENGINEER.
✓O S 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
O� f wow,: j N ,' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
104 I a ENGINEER BEFORE CONSTRUCTION CONTINUES.
F• ' ~y 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
b.• d \ t
b'•:A .'`,•••`••',� � \ � �� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
35 y. EXISTING �OS THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
3 HOUSE (#76) a, HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
v \ o TOF=107.32/ S I 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
(Assumed)
o 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
B Porch DIRECTED BY THE APPROVING AUTHORITIES.
Above
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY.
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
107 3 07, 8 CONSTRUCTION.
T X 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
SAWCU
INSTALL CLEANOUT IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
PAVEMENT O 0 LOfS 39,31,34 & 61 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
O� PROPOSED ✓ O89f S F. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
O 23,SEPTIC TANK O INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
•✓ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
MD 228 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
\ Garage N ✓ Parcel 99 OWNER OF RECORD
�I o� GOLDMAN, DAVID & JOANNE S
c/o ESTATE OF GOLDMAN, DAVID
15 TAYLOR AVE #1505
PLYMOUTH, MA 02360
179f
of p'941S y PROPOSED SEPTIC SYSTEM UPGRADE PLAN
EXISTING CESSPOOL Ben chm ark Sett PETER T. �� 76 RIVERVI EW LANE, CENTERVI LLE, MA
McENTEE Prepared for: Pastore Excavation, P.O. Box 1289 Forestdale MA 02644
PUMPED FILLED WITH Orange point Conc. a ron o p
TO TO. P P
SAND AND ABANDONED -
g clvlL
• El.—106.80 (Assumed) . 35109 Engineering by: SCALE DRAWN JOB. N0.
'neering Works, Inc. 1"=20' P.T.M. 168-09
F ` 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
lid 508) 477-5313 7/30/09 P.T.M. 1 of 2
P
I� NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:102.5
FOR A DISTANCE -OF 15' AROUND THE
• PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. (3) 5" DIA.OUTLETS
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND 15.5" I 16 2"
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT P` �
F.G. EL: 105.8t(MAX.) '
' EXISTING F.G. EL.=107.1 t F.G. EL: 105.8t y ' ,
15.5 8„
L = 10' { L 65' L = 23'(MAX.) :. 6"
® S=1% (MIN.) S=1% (MIN.) ® S=1% (MIN.)
4'SCH40 PVC 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" •'
61, DOUBLE WASHED STONE
as as (OR APPROVED FILTER FABRIC 2
10 I n aoo
.� 14" E 6669 B BB
INV.=105.00 48" I
QUID aaaaaaa —3/4" TO 1-1/2" DOUBLE H-10 LOADING
LEVEL INV.=104.75 4' 5.2' 4' WASHED STONE
GAS BAFFLE
I NV.=104.00 INV.=103.83 D—B O X
PROPOSED D-BOX EFFECTIVE WIDTH = 13.2'
INV.=102.00 N.T.S.
4-500 GALLON LEACHING_CHAMBERS
PROPOSED SEPTIC TANK SURROUNDED WITH STONE,AS SHOWN
TIE IN TO EXISTING SEWER
AT, OR ABOVE, INV.=105.20 H-10 RATED
TOP CONC. ELEV.=102.8
BREAKOUT ELEV.=102.5
INV. ELEV.=102.00 ease CIE31 ®® ® ® ®NOTES: 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 66aaa aaOaaaaTRUE TOGRADE ON A MECHANICALLY COMPACTED SIX ®Baa _Base ®®®® ® ®®® ® 33"INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=100.00 w ®®®® ®® ®®INC CMR 15.D STO. 4' 4 X 8.5'=34.0° 4' NZ2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 42.0' ®®®® ®® ®®
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W.
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION _
4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S.
NO GROUNDWATER, EL.=94.8(TP-2) r 102"
SHALL BE 36".
SEPTIC SYSTEM PROFILE
N.T.S.
4" KNOCKOUT
I-13.2'--1 SOIL LOG 20" DIA. COVER
DESIGN CRITERIA �. DATE: JULY 15, 2009 (REF#12,628) 4" KNOCKOUT / 4" KNOCKOUT 62"
SOIL EVALUATOR: PETER McENTEE PE, SE (SE#1542)
II NUMBER OF BEDROOMS: 5 BEDROOMS i ' WITNESS: DHAVIDH S CANTON R.S. 0
ENT
SOIL TEXTURAL CLASS: CLASS 1 Q A 4" KNOCKOUT
DESIGN PERCOLATION RATE: <2 MIN/IN .6• S?, ELEV. TP— DEPTH ELEV. TP-2 DEPTH
N 0 106.1 A 0 105.8 A 0
11
U) SANDY LOAM
DAILY FLOW: 550 GPD ui ti SANDY LOAM
DESIGN FLOW: 550 GPD 0 6+ 10YR 4/2 10YR 4/2
a_ O Lil 104.6 18" 104.8 12"
GARBAGE GRINDER: NO 0 �. 6+. B B 500 GALLON CAPACITY, H-10 LOADING
a_ SANDY LOAM' SANDY LOAM
PROPOSEDLEACHING AREA REQUIRED:
TIC TANK: 1500 GALLON 2 S.F 103.1 CITY i 4� 5'3� Cl 10YR 5/6 Cl 10YR 5/6 PERC
(550> 4 36" 102.3 42 CHAMBERS
.74 — 54 Kts.
USE 4-500 GALLON LEACHING CHAMBERS IN SERIES 452,329, PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M—C SAND M-C SAND
SIDEWALL AREA: 2(13.2' + 42.0') X 2 = 220.8 S.F. 2.5Y 6/4 2.5Y 6/4 76 RIVERVIEW LANE, CENTERVILLE, MA
BOTTOM AREA: 13.2' x 42.0' = 554.4 S.F. gH Prepared for: Pastore Excavation, P.O. Box 1289, Forestdale, MA 02644
TOTAL AREA:..............................................................775.2 S.F. Engineering by: SCALE DRAWN JOB. NO.
95.1 132" 94.8 132" Engineering Works, Inc. NTS P.T.M. 168-09
DESIGN FLOW PROVIDED: 0.74(775.2) = 573.6 GPD S.A.S. LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
NO GROUNDWATER ENCOUNTERED (508) 477-5313 7/30/09 P.T.M. 2 of 2
i