HomeMy WebLinkAbout0042 RUDDER ROAD - Health 42 RUDDER ROA!)-
HyannisR., k
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f
TOWN OF BARNSTABLE
LOCATION L1 J-c),r) e,( ��� �� SEWAGE# 20 15 - 10 1
VILLAGE ASSESSOR'S MAP.&PARCEL 2 7— 7
INSTALLER'S NAME&PHONE NO."*j n,)e,`A
SEPTIC TANK CAPACITY
^T
LEACHING FACILITY:(type) � "�G;CzIC� (size)
NO.OF BEDROOMS
OWNER �?2 t-)C)J f fR
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the: rwi toe ah f eft
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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No. Fee r
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitation for Disposal 6pstem Cunstruttfon Permit
Application for a Permit to Construct( ) Repair( -,upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.q2-avtwC r Owner's Name,Address,and Tel.No.
Assessor's Map/P2144^11S 7 Budfeav
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building gesjedEj�j 1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) "3.30 gpd Design flow provided 353, 6 gpd
Plan Date j z —�j �/�� Number of sheets Revision Date
Title y
Size of Septic Tank Type of S.A.S. �OO C1C�J�U� ( Gar/✓�/
Description of Soil
Nature of Repairs or Alterations(Answer when a plicable)
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 l�
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 6 6 I 6 Date Issued _�.G�
/ f 'K No.. O'7- f d Fee "
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
a Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Rpplication for MispoBal 6pstem Construction permit
Application for a Permit to Construct( ) Repair( y Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot
Lot No. 4/2-. r>aua P T Owner's Name,Address,and Tel.No.
/ r&NN/S
Assessor's Map/Parce 2 'y y Bo(/r ec o Y"
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�_ _4(o-1/5- ^U �N P r°� iN l d�( -
71
Type of Building:
Dwelling No.of Bedrooms Lot Size /O,yoo sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures Y'
Design Flow(min.required) -3 30 gpd Design flow provided 35-5, 6O gpd
Plan Date /;2 —r-/ Number of sheets 2- Revision Date
5
Title
Size of Septic Tank / Sa(' Type of S.A.S. 500
Description of Soil
� I
Nature of Repairs or Alterations(Answer when applicable) ��i f(,rl� / /r0� G/(,r�/G/✓ l D")/" 501
ivJ e huvll h ors a 5 40 62m)
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
�d
Compliance has been issued by this Board of Health.
Signed - Date L J
Application Approved by Date' 15
Application Disapproved by Date
for the following reasons
Permit No. O` d 6 Date Issued L
�! .1. ( - 15
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the-On-site Sewage Disposal system Constructed( ) Repaired( �pgraded( )
Abandoned( )by /T I /Gw/J NC
at 6 N/v/ has been constructed in accordance
� 1
with the pro 'sions of Title 5 and the for Disposal System Construction Permit No.dO' b( dated
Installer � v 5 JAA _1&0vJ.J 7 IVC Designer �c fr S �U dlC
N -
#bedrooms `2 Approved design flow gpd
The issuance of this ermit shall not be construed as a guarantee that the system wl\fun f as designed.
Date Inspector VZ
------------------------- ---- -----------------------------------------------------------------------------------------
No. ,9 0 r S l U Fee 6"
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposat 6pstem (Construction permit
Permission is hereby granted to Construct:( ) Repair Upgrade( ) Abandon( )
System located at // ,�(/ r� /c T t/U^�N;
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. S
Date 2- ' Approved by
Town f Barnstable
F1HE T n
Reggula ry Services
I Richard V, S+ali, Interim Director
aARNSTAS
IX, 4 -
$R Pudic Health Division
b39. a
tea t 1 Thomas McKean,director
200 Main Street,Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Desieme Certification Form.
Da e: S' 2-j J-' Sewjage Permit# Assessor's Map\Parcel -7 " 1-71
`e;�+r r MG:�w'f'`�ie 1)eigxaer: lx►stIler:
Ad Tess: �" Address: —I'A _—_
1
t
On ''i-2 i "1.6 was issued a permit to install a
(date) .(installer)
septic system at 2- q hv,(s based on a design drawn by
(address)
n Q� R V�y --> �•ti dated. 1-?-A °k k`�
(designer) � '
- I certify that the septic system refer6nu d above was installed substantially according to
the.design, which may include t inor al proved changes such as lateral relocation of the
distribution,box .and/W septic tank:: St ip out (if required) was inspected and the soils
were found satisfactory.
1 certify that the septic system referenc.d 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 deszg ie to follow, 3trip out (if required) was inspected and the soils
were found satisfactory
I I certify that the.systt m ref abov' was constru ,,t� with the terms of
3 the-M approval letters (if applicable) PETE
CIVIL
No.351 9
staller,s'Slgr�ature) 9),� <:.` L '
(Designer's Signature), (Affix Designer's Stamp Here)
PIr +ASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OR'I COMPLIANCE wILL NOT BE ISSUED UNTIL BOTH TH[S FORM AND AS-
B MET CARD ARE RECEIVED BY TEE BWRNSTABLE_PUBLIC EMALTH DIVISION.
TIIANK YOU. I -
Q'1 eptic0esigner Certification Ford Rev 8'-14-13.doc
t�
Town of B L arnsta ble P#_
Y' THE
Department of Regulatory Services
Public:Health DivisionMAn Date
�A i619. 200 Main Street,H annis MA 02601 /�
Date Scheduled
Time Fee Pd,"�?� 0 0 t 06
Soil Suitability Assessment for Se Dzs osa s
Performed By: .r� '�c �1r lstry
-- Witnessed By;
LOCATION & GE NERAL INFORMATION
Location Address -Owner's Name
1--1y �1Y1 ul i S Mrs- Address '71 C=.$�
Assessor's Map/Parcel: wq���0.rNL M ", VZ 7
'�l� — '� ( Engineer's Name
NEW CONSTRUCTI.ON REPAIR , Telephone# — Q?- 73 7—q 76,r
Land Use 1n 5 i A3 Slopes(90) Surface Stones
Distances from; Open Water Body y ft Possible Wet Area of ft Drinking Water Well t S-'Vill
Drainage Way. &VA- ft Property Line --LQ—2 R Other
ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes)
2
r
T.
�7
µJ
Parent material(geologic) 60—WCL 5 t\ Depth to Bedrock �a^-
Depth to Groundwater. Standing Water in Hole; AJD A Weeping from Pit PAce
Estimated Seasonal High Oroundwater 7 f 2-0
DETERMINATION FOR SEASONAL HIGH 'WATER TABLE
Method Used: _
Depth Observed standing in obs.hole: ,,,In, Depth to soil tnottles;__in,
Depth to weeping from side of obs,hole: _ in, Groundwater Adjustment
Index Well# Reading Date: Index Well level, AdJ,factor— Adj,Croufldwater Level ,e
Observation PERCOLATION TEST Mile.— Time_
Hole# —TV Time at V
` Depth of Perc �6 2 J (ins Time at 6"
Start Pre-soak Time @ _ L t.��—M-,i► Time(9".6") _
End Pre-soak
1
r
Rate Min,/Inch. �2
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;\.SEPTIC\PERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdii Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders,
consistency, r
3ly .
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)
3to 20 M` S�.•vt, 'L'S Y 4�Y
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soli Horizon Soil Texture Soil Color_ Soil Other
Surface(ill.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,01oO e
DEEP OBSERVATION HOLE LOG Hole#
Depth frorn Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) ;(Munsell) Mottling (Structure,Stones Boulders,
s e
Flo^ od Insurance Rate Yap.
Above 500 year flood boundary No Yes
Within 500 year boundary No t 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 ��OL (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 training,expertise and experience described in 10 CMR 15.017. II
Signature Date
1� ,�1 l�•I
Q;1SEPTI-\PERCPORM.DOC
I
•
t« LEGEND T N
. x 100.98 EXISTING SPOT GRADE
-- gg -- EXISTING CONTOUR
- OVERHEAD WIRES f T.
ro -- _------96----_' _----- - EXISTING GASSERVICEW EXISTING E E96---- id Gee
e
TEST PIT o j°w o
LOT 6 Q BENCHMARK o Ra
W N LOT 5 _
96.93
x -- N 81'39, „
r Y
N LOCUS _
CP i
+ 0 100.0
0
°
i TobeY W Y 97.44
AP OX.) EXISTINGCESSPOOLS
.'-•'I - TO BE PUMPED FILLED WITH
r. .. ... :. .... LOCUS MAP
PROPOSED S.A.S. ..�: ,: _ gg---_ x 98,15 SAND AND ABANDONED OR
97,40 x TP � 9 ,15 98 REMOVED. NOT TO SCALE
97,t7
. >; ..,. •r- J Benchmark Set
1% D LT. COR./CONC. LANDING
EL=99.16 (Assumed)
-s8- _, / 99�16- - GENERAL NOTES:
x 99.15 -
LOT 9 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
0
w
PROPOSED SEPTIC TANK / 8 9 •6c - 0 .34 DECK 99.69 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
1500 GALLON CAPACITY 99.39 x J OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
x 2 99,44 LOCAL RULES AND REGULATIONS,
a o EX. SEWER :. N LOT 7 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
/N V.=98.Of O
N c1:..:;: o N TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
00 0 x 99.45 Qo DESIGN ENGINEER.
,EX/STING ``` 0 ,
1 .:. . 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Z HOUSE(#42) $ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
TOF=101.00 .' > ENGINEER BEFORE CONSTRUCTION CONTINUES.
/ PORCH .Q 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
Jb
80 - 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
100.5fj THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
//98.80 x Z , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
100.28 Walk
/ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
qq / 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
LUT,8 'p x 10 .27
a W /
..•. / 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
J
Z 71 -• `:.:'Q.:''• AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
MBLU 24 1
O ry
x 00 i.? DIRECTED BY THE APPROVING AUTHORITIES.
9.40 10,000 tSF " �
' LAMP `� � RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
10. IT SHALL BE THE
/ ? ' �� ,,�' „" 9 79 x 100• 2 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
0 100.00 99, .6•• P
y S 81'39'39" E t. •.• CONSTRUCTION.
11. WHERE REQUIRED, .CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
AND AS SPECIFIED IN 310 CM
255(3).
T BA ed e of avement �-
REPLACE WITH CLEANS
CA CH SIN
9 P
99�63 ,
98.26 -
98,34 �j � STF�RT 100,17 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
100,00 F IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
14. THE ENGINEERING IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED
OF M4S SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
RUDD,F ROAD
PETER
McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN
. � _',
o 99.87 CIVIC N A HYANNI
No. 35109 42 RUDDER RO D, S, MA
r REGISZER�� �Q Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
ALE DRAWN JOB. NO.
OFSS E 0 EN n ineering by: SC
OWNER OF RECORD � g � '
BUDREAU, MARK F Engineering Works, Inc. 1"=20' P.T.M.. 240-14
71 FISKE STREET 1 G
� ' 1 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
WALTHAM, MA 02154
(508) 477-5313 12/9/14 P.T.M. 2 of 2
t
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:95.4 -— - -FOR A DISTANCE OF 15' AROUND THE Porch
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED S.A.S. EXISTING
INSTALL RISERS & COVERS OVER INLET & PROPOSED D—BOX PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" HOUSE(#42)
OUTLET AND SET TO 6' OF FINISH GRADE INSTALL RISER & COVER OF FINISH GRADE FOR INSPECTION PURPOSES TOF=101.00/
T.O.F.=101.0t SET TO 6" OF GRADE /
F.G. EL.=98.0t
F.G. EL.=100.0t F.G. EL.=99.0t F G EL.=98.5t
f f //MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
DECK 10 6• o
L = 10' , L 10' L = 5'
® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) sO �� N.
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC ,
603100
�o,. aB 010,21363
LA
jl�= 'l
s� ^0�
INV.=97.00 48" LIOUID MUUMU
INV.=96.75
LEVEL 4' 4.8' 4'
GAS BAFFLE INV.=96.17 INV.=96.00 PROPOSED D—BOX EFFECTIVE WIDTH .8'
INV.=94.90 i S.A.S.
PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS ------
SURROUNDED WITH STONE AS SHOWN
CONTRACTOR SHALL CONNECT TO EXISTING H-10 RATED 3" LAYER OF 1/8" TO 1/2" S.A.S. LAYOUT
SUITABLE 4' C.I. OR SCH 40 PVC SEWER DOUBLE WASHED STONE
AT, OR ABOVE, INV. EL.=97.20 TOP CONC. ELEV.=95.7f (OR APPROVED FILTER FABRIC)
NOTES: BREAKOUT ELEV.=95.40
INV. ELEV.=94.90 ease
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE a0aaa aBaaa ®®®® ® ®®
INVERTS, PRIOR TO INSTALLATION. ease aa6aa
BOTTOM ELEV.=92.90 ®®E2®®® ® ®®®® 33"
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL & 4' 8.5' 4'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING w ®®®®®® ® ®® 3
6" CRUSHED STONE BASE, AS SPECIFIED IN 310 PERVIOUS MATERIAL VARIES-REFER TO SKETCH N z E3 ®®® ® ®®
CMR 15.221(2). 5' MIN. SEPARATION TO G.W. LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W. EL.=87.9 — 3/4" TO 1-1/2" DOUBLE
4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON WASHED STONE 102"
THE OUTLET TEE. SEPTIC SYSTEM PROFILE SECTION
SOIL LOG 4" KNOCKOUT
DESIGN CRITERIA 21.7'--I DATE: NOVEMBER 20: 2014 (REF P#14,563) 20" DIA. COVER
r------1 T SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) 4" KNOCKOUT / 4" KNOCKOUT 62"
NUMBER OF BEDROOMS: 3 BEDROOMS T' BOTTOM AREA i N WITNESS: DONNA MIORANDI R.S.
SOIL TEXTURAL CLASS: CLASS I HEALTH AGi, - 0
ENT
�1 325.1 S.F. L I ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH
DESIGN PERCOLATION RATE: <2 MIN/IN 97.9 A 0„ 98.2 0" 4 KNOCKOUT
DAILY FLOW: 330 GPD
DESIGN FLOW: 330 GPD I-12.8 SANDY LOAM FILL
10YR 4/2 97'2 A 12"
GARBAGE GRINDER: NO 8.9 97.4 B 6" SANDY LOAM 500 GALLON CAPACITY, H-10 LOADING 10YR 4
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PERIMETER=76.4' SANDY LOAM 96.7 B /2 18" PLAN
10YR 5/8
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SAS DIMENSIONS 94.9 36" , SAONYDRY 5OAAM CHAMBERS
C
.74 GPD/SF SKETCH 95.2 36„ N.T.S.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
SURROUNDED BY 4' DOUBLE WASHED STONE—ALL SIDES MED. SAND t MED. SAND 36E/48 PROPOSED .SEPTIC SYSTEM UPGRADE PLAN
Y
2.5Y 6/4 2.5Y 6/4 42 RUDDER ROAD, H A NN IS, MA
SIDEWALL AREA: 76.4'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 152.8 SF Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA:........................................................................ = 325.1 SF I
- Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:................................................ 477.9 SF NTS P.T.M. 240-14
................................... Engineering Works, Inc.
87.9 120' 88.2 120" 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(477.9 SF) = 353.6 GPD NO GROUNDWATER, PERC RATE: <2 MIN./IN. (508) 477-5313 12/9/14 P.T.M. 2 Of 2
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