HomeMy WebLinkAbout0089 SWIFT AVENUE - Health 89 Swift venue
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Osterville
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TOWN OF BARNSTABLE
LOCATION g 9 SWILL MIX5r, SEWAGE #
VILLAGE 'DSTFY1/ill/5 ASSESSOR'SJMAP & LOT /GS 0 3ZV
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACEM Y: (type) ^S'Ot� (�d�ty1'�7l�,�dS (size)
NO.OF BEDROOMS f
BUILDER OR OWNER i�Av
s
�PERMTTDATE: a 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 leaching faci ,ty) Feet
Furnished by
so -
Ifk
• SO.�
jq,
VEn-
Zh9P�cT v 7 Po'--r
TOWN OF B RNSTABLE
LOC'ATION '� �t°''' r � - SEWAGE #
V LAGE T[ A-V ik C LEI ASSESSOR'S MAP& LOTI(�y 037(PQ/
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) Ce-5 P-0,t (size)
NO.OF BEDROOMS T,
BUILDER OR OWNER
PERMITDATE: 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 leaching facility) , Feet
Furnished by_ L/'l
rs
Pal'
;I
No. � ( �`
(9S '`���-O v Fee [ r,
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
�o2pprication for Mi5po.5af bpotem Con5tructiott permit
Application for a Permit to Construct(y —Repair(6,-15pgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �� V/5 Owner's Name,Address,and Irl.No.
Assessor's Map/Parcel 16 S" 37-001
Installer's Name,Address,and Tel.No. �Qg— Designer's Name,Address and Tel.No.
�' y� `r
o5ePd, Oe,�s;r s �i✓G�hi.ti H/isy t�varky
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(min.required) gpd Design flow provided gpd
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) kr / d0 / .51r% /C /9W4�- ;C36
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 Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
No. D �g q rt. a { Fee54 .
�D
THE COMMONWEALTH;OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pprication for hooml 6p5tem Cow5truction permit
,. Application for a Permit to Construct(!ir' Repair(6,;- pgrade O Abandon O ❑ Complete System ❑Individual Components
Location Address or Lot No. J �/ r' V1 Owner's Name,Address,and 1.No.
Assessor's Map/Parcel .37--00/
Installer's Name,Address,and Tel.No. Designer's Designer's Name;Address and Tel.No:
vioSeP .S dG" y7
h 0c /
CsQ �� /2r./I 14/'SlGs�s 1-yiif/s 2/ Gv sT vSr Ni '�f /P� C
Type of Building:
Dwelling No.of Bedrooms y 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 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) /7
Lf=l4GG� �y,V*iV1f5 4/ .St0�9� l�fd'OUt� 2 /�i=lam
Date last inspected:
Agreement: r �'
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. �''A
Signed Date p
x J L , 1 %
Application°Approved-by Date` ;/ �,'le � ,�,� �
Application Disapproved by: / y Date
ti..
for the following reasons `
Permit No. Date Issued
——————————'.- ---————————————————————7—————————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE; MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired (fip Upgraded ( )
Abandoned( )by vlzeA !,-e gi0/'d05
at _9 ywl O,-r /�I1/ . DsrGryiM- has een con tructed in accordance
with the provisions of/ aTitle5 and the for Disposal System Construction Permit No. 07 dated
1O Installer Se dui e, ��J/"i'b s' - — Designer
#bedrooms I ! Approved design flow gpd
The issuance of this ,ermit s all not be construed as a guarantee that the system function
asas/designed d c
Date / Inspector
7, �/o�l�
-� ---------v ------- ----- 4 -�-- y / --
No. Fees—�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
lwigoal *patent Con$truction Permit
Permission is hereby granted to Construct (4--) Repair ( 4-) Upgrade ( ) Abandon ( )
System located at g�,
aST/1Y1�//�i=
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Co ctio must a completed within three years of the date of th"� it
Date L/ Approved by �/
06/04/2007 04:38 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regaletory Services
} Thomas F.Geller,Director
Public Health Division
Thames MaKesin,Director
200 Main Street,Hyannis,MA 02601
Office: 5084W24644 Fax: 508-790-6304
Installe ro
IDesing CUMA#on Fe
Date: y C Sewage Permit# 2, Assessor'sMaplParcel<� 0 37J 4
• ���,,'� �'lC. �n�--ere �
fir. e, Installer:
AM—: tip Cr�Sscld Address• $ vet rvu.�l f
• --
�-�a t� tit A G Zz AIA K ill M� 6 7-417
OF
p .
was 1SiUed A pefMit to aASW a
(date) (blutall")
Woo systeal at Sus;J 't Avg f based on a design drawn by
(address)
k" T ��,� P dared_ 1 07
(deBig=)
I certify that the septicsystem referenced above was installed substantially according to
the design,which may include minor approved changes such as lateral relocation off the
distribntnanx box andlor septic tank..
I certify that the septic system referenced above was wstalled with• cd uqM (Le.
gteerer than 10' lateral relocation of the SAS or any vertical rukK*dall af,any der oneut '
of thr;septic system)but in accordance with State&Local Regulations. Flan revision or
as-Wt by designer to follow.
,I"OF O
PETER 7.
(fiWalloes SiPatute) McEMTE!
CIVIL vi
Mo.35109 a
_. (Uesigtier's Signature)`- — (A tamp Here)
D ANCE w " NOT BE MUED UNTIL BOTH ORM AND BUELT f A
f THE gMSTABLE PUBLIC EXALTH
Q:Ewd&18qwkfi)mjpu CertiSCetiae Pam 3-".doc j _
Town of Barnstable P#_ 1/ �
Department of Regulatory Services
s Public Health Division ;�
,� Date
�p tti3q �� 200 Main Street,Hyannis MA 02601
rfOMA<�Date Scheduled ��/0/7 Time
Fee Pd.
Soil Suitability Assessment for Sewage Disposal
Performed By: e
Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address n n/�
t J i Y—i-_ Owner's Name tvm ®
0r54_,e/\!:1 t /"M A. Address S ✓✓ e
Q
Assessor's Map/Parcel: /(-57/037/ 00 1 Engineer's Name)Pe.,-, Mc jj to -e-e
NEW CONSTRUCTION REPAIR OL l Telephone# Kj��$) Y77 -3)
Land Use l I Slopes(%) Surface Stones ND n e
Distances from: Open Water Body 72 ' ft Possible Wet Area 7_�Ob ft Drinking Water Well>-i50 ft
Drainage Way 2 ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands??proximity to-holes)
Sot : .
1 ^
..k tf7
'X.:.'r :... •._ 1.L...�,.mv::..- T"_'^_ � _._ - - k:� .. 4;r-:+y'F�.r,yi...- a...�
TPrA -
Parent material(geologic) Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: AJ/Or Weeping from Pit Face �/A
Estimated Seasonal High Groundwater
DETERNIINATION 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. i
Index Well# Reading Date: Index Well level � Adj,factor— Adj,Groundwater Level .
PERCOLATION TEST bate 2 /0 Tfine 1 d_ a_1
Observation Z
Hole# Time at 9"
//J� _
Depth of Perc !94 O Time at 6"
Start Pre-soak Time® + .t Time(9"-6")
End Pre-soak, ' 7 2y - CJ.Gt NGv1.S G 21 rrl ed 1 n 1,3 M,
Rate MinJlnch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)
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 ConservationDivision at least one (1) week prior to beginning.
Q:MPfIC1PERCFORM.DOC
' Other DEEP OBSERVATION HOLE LOG Hole —�--
Depth from Soil Horizon Soil Texture .Soil Color Soil #
Soil (Structure,Stones;Boulders.
Surface(in.) —ons(USDA) (Munsell) g
i to ve
a_q 5L to.Y�Z3/j
�2`yq
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture S i Color Soil Other
Surface(in.) (USDA) ( Mottling (Structure,Stones,Boulders.
s' a %
31
DEEP OBSERVATION HOLE LOG Hole other
Depth from Soil Horizon Soil Texture Soil Color Soil
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
i tency.5 G e
DEEP OBSERVATION HOLE LOG. Hole#
oil Color5011 Other
Depth from Soil Horizon Soil Texture (Munsell) Mottling (Structure,Stones,Boulders.
l Surface(in.) (USDA) ' t
------------
--------------
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes X--
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? C —
If not,what is the depth of naturally occurring pervious material?
Certificationnation approved by the
I certify that on �qQ (date)I have passed the soil evaluator exerrformed by me onsis ent with
Department of Environmental Protection and that the above analysis wasp
the required trai ' g,expertise and experience described in 310 CMR 15.017. o I
Date _ l
Signature
Q:\.SEPTICIPERCFORM.DOC
( " 47 TO REAR x� 2.3s LEGEND OSTE'RhILLE'
PROPERTY LINE
IC
102.93 VENT ��
( 2'� Vim_ ,� P •� EXISTING CONTOUR POND LOCUS'
---
13 -'.:.� EDGE �/0 �s r
1 of x
13' 1 cr i 102.36 EXISTING SPOT GRADE FOR WAY
{ ' 04 ''�� l ® TEST PIT POND
�� TP-1 -- W. __ EXISTING WATER SERVICE URR
i�NcQ Q ��` S' EXISTING TREE � o q,
0 �.
D _ �.�VX 0 BENCHMARK
���._.� TR 2 PROPOSED ROOF DRAIN DRYWELL
101.1 ,
�fo �N•• 6' DIA-.4' DEEP,2' STONE (RECOMMENDED)
`'
PROPOSED SEPTIC TANK Q Q Q i ?�•- ' �
EXISTING CESSPOOLS
BENCHMARK: STONE 1 Q;'` I BE PUMPED, FILLED W/ LOCUS MAP N.T.S.
LEFT OUTSIDE CORNER t �, SAND, AND ABANDONED.
OF CONCRETE LANDING I ,lvlf 'A'' f ,� k. .75 ,
ELEVATION = 101.31 - ..y , / , x 99.31
ASSUMED DATUM , -
� GENERAL NOTES:
N W 1• ALL CHANGES TO THIS PLAN. MUST BE APPROVED BY THE LOCAL
R,
a
2-C "; i' �O BOARD OF HEALTH AND THE DESIGN ENGINEER. .
GARAGE/ii C1 j I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
i / , W" - OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
1 ! x Oa'�:22 ld j� ) ,i y LOCAL RULES AND REGULATIONS.
rn
1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL:
PROPOSED ROOF DRAIN DRYWELL 1( i / / { A 2' variance to maximum cover requirement of 3', for 5'
maximum cover. S.A.S. sholl have H-20 units and be vented.
6' DIA..4' DEEP,2' STONE 31 j f i / f' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
(RECOMMENDED) 1r.-- / iN0' 8s �/ �j' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
1-1/2 STY. DESIGN ENGINEER. .
i WD. FRM./' //, z 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
PROVIDE 2" SCH 40 PVC SEWER 1 I /' / ..' NTTO.F. 107.49'/ / -/ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
i , ENGINEER BEFORE CONSTRUCTION CONTINUES.
FROM EXISTING KITCHEN OUTLET P ' i ;',REAR,T.O.f. = 102.24'
AT HOUSE-SLOPE=1%(MIN.) ' i 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
1��0 ri / / j`;/ i / % / i 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.-
i 7. WATER SUPPLY SHALL BE PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE' NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S.
9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
/ TO AGREE
D D UPON BETWEEN OWNER AND CONTRACTOR.
_ f � E
/! % 1 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
APN 165 37 I ��� °f Mgss THE LOCATION OF ALL -UNDERGROUND UTILITIES, PRIOR TO BEGINNING
9
• P � CONSTRUCTION. _
19,1 23±5F o PETER T' o� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
~ � MCENTEE IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
107.25 "v CIVIL "' AND REPLACE WfTH CLEAN FILL AS SPECIFIED IN 3110 .CMR 255(3).
P No. 35109
p. 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
ST NE Oj f' � fC/S1E �� AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
ID �f�.A.Y �R 0 t E
14 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
102.16' _, 89 SWIM AVENUE, OSTERVILLE, MA
x ---- + Prepared for: William A. Scott 89 Swift Avenue, Osterville, MA 02655
�o OWNER 1 OF RECORD P '
® %O� 1OQ "O� EDGt �Od, '� Q I'A F CNT �p WILLGRACE TRUST Engineering by: Surveying by: SCALE DRAWN JOB. NO.
11O s� 8 EngineedngWbAs HOOD SURVEY GROUP 1"=20' P.T.M. 121-07
SWIFT AVENUE �9 8g SWIFT AVENUE 12 West Crossfield Road 18 Route 6A
OSTERVILLE, MA 02655 Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 888-1090 4/25/07 P.T.M. 1 of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
TO F.G. EL: t 02.75(MAX.) FINISH GRADE SHALL NOT BE < EL:97.17
(EXISTING) F.G. EL: 101.1 t VENT FOR A DISTANCE OF 1 S' AROUND THE
EXISTING F.G. EL: 100.3t(EXISTING) PERIMETER OF THE S.A.S.
MAINTAIN 2% MIN SLOPE OVER S.A.S. 4" SCH 40 PVC PERFORATED PIPE WITH
SCREW CAP SET TO WITHIN 3" OF FINISH
INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 3-50Q GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT.
TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES
CELLAR FL. EL.=98.85t ( L _10, INSTALL RISER OVER CHAMBER
L =12' L=22'(MAX ) SHOWN ON PLAN AND SET COVER
r4H PVC WITHIN 6" OF FINISH GRADE
6.. 4' SCH 40 PVC 4" SCH 40 PVC 2" LAYER OF 1/8" TO 1/2"
MIN..) 10^ - ia" ® S= 1% MIN. s $ DOUBLE WASHED STONE
( ) 0 S= 1% (MIN,) ®® 0�®a9^ u4uio 2' EFF. DEPTH ®B®®®®®LEVEL INV.=97.07 INV.=96.90 3/4"-1 1/2"
` 5240 GAs D-BOX 4 DOUBLE WASHED
4'BAFFLE INV.=97.20 "` EFFECTIVE WIDTH = 13.2' S
TONE
TIE IN TO EXISTIN
4" SEWER AT INLET PROPOSED 1500 GALLON SEPTIC TANK
TO CESSPOOL OR 1' INV.=96,67
OUTSIDE HOUSE
INV.(IN)=97.67t(CESSPOOL) TOP OF CHAMBER .ELEV.=97.75 - -BREAKOUT ELEV.=97.17
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=96.67 ®®®®®
PIPE INVERTS PRIOR TO CONSTRUCTION. _ ®®P603".1®®
2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL• BOTTOM ELEV.=94.67 3 x 8.5' = 25.5' 3'
AND TRUE.TO GRADE ON A MECHANICALLY COMPACTED 3
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 31.5'
' 310 CMR 15.221(2). ; T.P. EXCAVATION OR G.W.
3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION
-4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. NO G.W. ENCOUNTERED
BOTTOM OF TP EL: 89.5
SEPTIC SYSTEM PROFILE
N.T.S.
,
(3) 5" DIA.OUTLETs SOIL LO G
2" DESIGN CRITERIA
DATE: APRIL 5, 2007 (REF.#l1,684)
�� " �� SOIL`EVALUATOR:' PETER T. MCENTEE P.E.- NUMBER OF BEDROOMS: 4 BEDROOMS
15.5" �� 'o SOIL TYPE: CLASS I
�JD �\ WITNESS: DON DESMARAIS DESIGN PERCOLATION RATE: 2 MIN./IN.
-p (HEALTH AGENT)
2" `�� O �� �2 _ DAILY FLOW: 440 G.P.D.
H-10 LOADING TP- I Depth Elev. TP- Depth DESIGN FLOW: 440 G.P.D
D-BOX GARBAGE GRINDER: NO
U) _ 101.8 0" 101.0 0'
N.TS .� - . A A LEACHING AREA REQUIRED; (440). = 594.6 S.F. _
�. �• SANDY LOAM SANDY LOAM
� 10YR 3/3 10YR 3/3 .74
101.5 4" 100.5 6" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
®®®0 ® ql3l
F ®®®®®®®®® 37„ tJ SANDY LOAM SANDY LOAM
W ®OOEO 10YR 5/6 1OYR 5/6 USE 3-500 GALLON LEACHING CHAMBERS IN SERIES
®�>s�®®®®®® 6' 4>3, 99.0 32" 98.0 36" SIDEWALL AREA: 2(13.2' + 315) X 2 = 1788 S.F.
1o2" BOTTOM AREA: 13.2' x 31.5' = 415.8 S.F.
f 48" TOTAL AREA: 594.6 S.F.
ERC
4" KNOCKOUT f '' P60" DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0. G.P.D.
20' DIA. COVER _ M-C SAND M-C SAND
4' KNOCKOUT Oz 4" KNOCKOUT 62" f 2.5Y 5/6 2.5Y 5/6 .
f
r' PROPOSED SEPTIC SYSTEM UPGRADE PLAN
4" KNOCKOUT I / 89 SWIFT AVENUE, OSTERVI LLE, MA
�'' , f Prepared for: William A. Scott, 89 Swift Avenue, Osterville, MA 02655
// ` � /r Engineering by: Surveying by: SCALE DRAWN JOB. NO.
500 GALLON CAPACITY, H-20 LOADING / // 89.8 144" 89.5 138" Engineering Works HOOD SURVEY GROUP NTS P.T.M. 121-07
CHAMBERS NO'GROUNDWATER OBSERVED 12 West Crossfield Rood 18 Route 6A DATE
S.A.S. LAYOUTorestdole, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO.
mm PERC RATE <2 MIN/IN. ("Cl" 1 & C2" HORIZONS) (508) 477-5313 (508) 888-1090 4/25/07 P.T.M. 2 of 2