HomeMy WebLinkAbout0047 HIGHLAND AVENUE - Health 47 Highland Avenue
Cotuit
A = 020 - 048
ill
Town of.Barnstable r#
Department--of Regulatory Services
u. �►.t� Public Health Division. Hate-
.6J e� 200 Main Street,Hyannis MA 02601 t
M
3
Date Scheduled Time i,
Feez I
:Pd.
Soil Suitability Assessment for Se
Performed By: �t
Witnessed By: W7/� ti
LOCATION&GENERAL INFORMATION' '_' //
Location Address ".Owner's, ame
� �t►'s�tq►�//fie. � -
v."r Address 47 1-P k[rael
OZ r,Zs'
Assessor's Map/Parcel: ® w—&Y Y Engineer's Name_p� �Q
NEW CONSTRUCTION REPAIR X Telephone# 5®� 7 3 j_ `
Land Use:' S t Slopes(9b) 2.—g Surface Stones /" c
Distances:from: Open Water Body ft Possible Wet Ar��e�1a ��� ft Drinking Water
Drainage Way l'A-- ft Property Line's"° ft .Other ft
`SKETCH:(Street name,dimensions of lot,exact locations of test'holes&pare tests,locate wetlands?6 proximity wholes) r
?a- -n
LA
*' M
Ate-
J*Mll�
i" Parent material(geologic) Depth Depth to Bedrock `R
Depth to Groundwater. Standing Water in Hole: i`I r/�. Weeping from Pit:Face
• , 2 rt
Estimated Seasonal High Groundwater ;? � -
.DETER IINATION FOR:SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: _____ ___in, Depth to loll mottles:
Depth to weeping from side of obs:hole: in. Groundwater Adjustment
Index.Well.# Reading Date: Index Well level ._„ Ado,factor Adj.13mundwater Level
,,,o
PERCOLATION TEST Date Thne
Observation '
Hole# Time at 9" .�.._ .
Depth of Pere -36&L Time at 6"
Start Pre-soak Time® 11me(V-61)
End Pre-soak
Rate MinJInch.
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:\SEPTIMERCFORM.DOC
{
DEEROBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface(in.) .(USDA) (Munsell) Mottling (Structure,Stones,Boulders..Qns
Gravel)
VY
�j
DEEPMSE'RVATION HOLE')✓OG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. .
Consistency %
a
i
DEEP OBSERVATION HOLE LOG
Hole# ..
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.We
r .
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil.Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure es,
Con§i
Flood_Insurance Rate May,
Above Soo year,flood boundary No_ Yes6.,.,
Within 500 year boundary No Yes,r
Within 100 year flood boundary, No& Yes
Death of Naturally Occurrina..Pervious Material
Does at leastfour feet.of naturally occurring pervlou material exist in all areas observed throughouttthe
area proposed for the soil absorption system?
If not,.whatas the depth of naturally occurring pervious material?
Certlncation
I date I have passed the soil evaluator examination approved.by the
i'certify that on ( �'. P
Department of Environmental Protection and that the above analysis was pedormed by me consistent with .{
the:required trainin ,expertise and experience described in 31U C1vIIt 15.017.
Date '-1 t .J 13 ;
Signature
.0.:,SEPTIC PERCPORM.DOC
TOWN OF BARNSTABLE
LOCATION 4-"7 Jn46 J t -,J-.I�N 41,,P SEWAGE#
VILLAGE C16—(L 1 j— ASSESSOR'S MAP&PARCEL -40 "
INSTALLER'S NAME&PHONE NO.9;zMj4E-�]
SEPTIC TANK CAPACITY
° P 1
LEACHING FACILITY_:(type) (size) I( 1-
NO.OF BEDROOMS
OWNER
PERMIT DATE: &0- f COMPLIANCE DATE:
Separation Distance Between the:Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4— �_
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) N& Feet
FURNISHED BY �g/ts.�i?f
O
12-
�3
g� b'
r No. v 3& _ Fee 6U
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplitation for Nsposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade W Abandon( ) omplete System ❑Individual Compone is
Location Address or Lot No. Zl9 /42 4upo4-v_- Owner's Name,Address,and Tel No.
Q 3 i n>a- ®n 4
Assessor's Map/Parcel o2Q �4C674wl��-
A4 4 094
Installer' Name, Designer's Name,Address and Tel No p _�4%5'2— 343
►�pP-�o W iGr+� i/S + urs,G'� /2c� i fWAZO1W, Ljork S
Type of Building:
Dwelling No.of Bedrooms Lot Size 7(Q��� sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.require) gpd Design flow provided 3� e gpd
Plan Date J , Number of sheets A Revision Date c�7 � 3
Title VCr_rae&IQ
Size of Sep is Tank Type of S.A.S.,��- L4_G �„&m0
Description of Soil j
Nature of Repairs or Alterations(Answer when applicable) J (p
V ,1 /i
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 a and o place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signe Date 3
Application Approved by Date p
Application Disapproved by 11V Date
for the following reasons
Permit No. y J 3 p q Date Issued
..waii::.,ti°•.—._..-�. MK" - ,�dt'+Mit1' .. %:' . ,. aa✓pWw.ist'"N'w.:e+u""�."'*14.s6A�.•:3vi.k......,y"w+—rn-s-'�'r.+.r, •r.l*w,_'.�.
��>,Ceh._�,.�.:-...�,:.•.a^�'r'`N'itc tv1-.+ u�4tM1..t 'M"`•' ..._',w•,r",.i..,u.
No. (� 6 ' e:� ::.� ., »_ fi Fee
` THE COMMONWEALTH OF.MASSACHUSETTS
Entered in computer:• /
"'- PUBLIC HEALTH DIVISION -TOWWOF~BARNSTABLE, MASSACHUSETTS Yes
fttlYUation for 3Disposal *piirm (Construction Permit
Application for a Permit to Construct(- ) Repair( ) Upgrade O Abandon( ) omplete System ❑Individual Component
Location Address or Lot No. yl� f ;q�latO,4u�J(�e Owner.'s Name,Address,and Tel.No.
��jA �i rn 4- &cw 'fit -]; /J
Assessor's Map/Parcel q�p a _ / Y y0 W;"—AL X ' C fv! fu)i4 nx"3
Installer's Name,Address,and Tel.No., yU;fi -522a Designer's Name,Address,and Tel.No.y°G _ �,JV-12- ,j 313
tbolAC46e ���� �r �i y5�, uS�ry /QJ 6,j r.1d?er;t Ujord-<s / w.Crrc�s5 cl�7d
nA^, w-S L—e- sl id �� a b�sf��_�p , ��J� c,;44 ysl
Type of Building: t
a
Dwelling No.of Bedrooms 3 Lot Size 116) sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( 1)
I,
Other Fixtures
Design Flow(min.require ) 3 3 U - gpd Design flow provided -3s,/. S_ gpd
Plan Date q(/Cy / Number of sheets . Revision tDate
° ;itle Prn�nC•,t,) =n+-f-e- C, .c Ec.4�,� Ur-,--r e:tdf 00 n•', 1-1 h j C,in ie v,nL y f/4tt. u;
/ Size of Se is Tank
P• '�lu�C,-�� • Type of S.A.S. (C? r r., ry)• Q Ar,
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)`1 J ita ):c�, , ,F/,n �,.„{,;„ } {' !p'J" F,rI
-,,I Y l/-4C? if? .�_.. //)f t/� 1n,We (!) li X 54
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. -
Signe - Date /01 113
Application Approved by 02 Date�p — / -
Application Disapproved by v Date
for the following reasons
o ,
Permit No.
- g"/ Date Issued
r ^THE COMMONWEALTH OF MASSACHUSETTS
BARN STABLE, ---
S ABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site/Sewagee Disposal system Constructed( ) Repaired( .-)' Upgraded( )
Abandoned( )by 1/)Xj f�i, 0 0nn STf4��-!�n}^. Y�C
at y� ' �� 1,-a rj. arks' r)/,w - 0(_)�-L(j has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. )o I _YJ dated /o //3
Installer yhr,t �r,� i �nCL_ - �_� l�rlI ( � Designer aneanrirl�, /1
J
#bedrooms Approved design flow 3 V•erg gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date (�t ,1�,(. Inspector 1 �7 MA ( ,r)
No. O _ y-, Fee 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS
Misposal 6pstem Cons truttion 30ermit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at 4 P) Lot yA/`6 nd Al
J
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 permi. Q
Date -7 // 3 Approved by C
/ v
COMPLETE .N COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. ❑Agent
■ Print your name and address on the reverse X ❑Addressee
so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: ❑ No
u k �
q ` 3. Service Type
❑Certified Mail ❑Express Mail
❑Registered ❑Return Receipt for Merchandise
❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 7006 2150 0002 1041, 9341,
(transfer from service/abed
PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
LISPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
a, Town of Barnstable
Public Health Division
6 200 Main Street
Hyannis, MA 02601
CERTIFIED
P�'"E�O Town of Barnstable 4;0:�esPosr�
�ST.B�
Public Health Division �o
200 Main Street
Hyannis MA 02601 ` �%FNE wEs
2 �$ 05.210
7006 2150 0002 1041 9341 Ma 0 FROM ZIP CODJ� 026011
cn -
RETURN RECEIPT Ist*O p w
rF
REQUESTED Cindy Parker
41 Fairhaven Lane uRNfo�
Marstons Mills, MA 02648
RETURN TO SENDER
UNCLAIMED
UNABLE To FORWARD
Mc-; 0250'1+400.200 *0969- 065'1-1--07--37
i
SHf Town of Barnstable Barn stable
T
Regulatory Services Department AlAm1 eflcaC j
+ BARNSfABLE,
9 MASS g Public Health Division
039•
ATfD"'A�it. 200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
May 6, 2008
Cindy Parker
41 Fairhaven Lane
Marstons Mills, MA 02648
ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5
The septic system located at 41 Fairhaven Lane, Marstons Mills, MA was last
inspected on April 25, 2008 by Robert Paolini, a certified septic inspector for the State
of Massachusetts.
The inspection of the septic system showed that the system"Failed"under the guidelines
of 1995 TITLE 5 (310 CMR 15.00) due to the following:
Distribution of liquids.,is not equal, evidence of solids carryover.
You are ordered to repair or replace the septic system within two (2) years from the date
you receive this notification.
Failure to repair/replace the septic system within the deadline period will res-alt in fature
enforcement action.
P ORDER OF THE4BRD OF HEALTH
6 T s McKean, R.S., CHO
Agent of the Board of Health
CERTIFIED MAIL # 7006 2150 0002 1041 9341
L
Q:\SEPTIC\Letters Septic Inspection Failures\41 Fairhaven LAne.doc
MAY-20-2014 19:53 From: To:150e7906304 Pa9e:1-'1
05/20/203,4 07:00 5084775313 ENGINEERING WOWS PAGE 01
Town of Barnstable
Regulatory Services
Richard V. scali,interim Director
MAMPublic Health Division
ten' Thomas McKean,Director
200 Main Street,Hyan>ais,MA 02601
Fax; 508-790-6304
Office. 508-862A644
Installer& Diesi jer Certification Form -
Assessor's Maplparcel
Cis
Date: ��( sewage Permit# -
ff�l�r,I''�Sr►f-+eq J� Installer:
Designer: - e o• �'e
Address: �
Address: !2. w. Cfas> e ld. f- t A
more_-
an was issued a permit to instal: a
{date) {installer)��
6
6-ased an a desiF dT3NY11'0Y
septic system at---,, {address) L q l 3 V2w" Z`7
r
dated 1 O/ -7 t
(designer)
according to
I certify that the septic system referenced above vvas installed
as l�teralr�location of the
the design, which may u1clude tnitaor approved changes Spected and the soils
distribution box and/or septic tank. Stri out (if required) was in
were found satisfactory.
slal1 cerd that the septic system referenced above was rt al lredlo anon o with f any caznponent
gr%ter�than 10' latera- relocation of the SAS oz any ada plan rev's1oA or
of the septic system,) but in accordance with Stelte & Local Regal
certified as-buih by designer to follow. Strip out(if xeguired)was inspected and the soils
were found satisfactory.
with the terms Of
I certify that the stem referenced above was constructed in compli �0
DP
the ItA ap le ers(if applicable) spa
PETER T.
McENTEE
CIVIL
(installer's Signature) 9 No.34149 c
I
3C eS1g17er S
eslgner's Signazurei ERTIl�ICATE
TO BARNSTABLE PUBLIC M � DfVISYON. AS-
p ASE RE'r ALL NO'� B ISS D UNT BOTH TI�[S >�O
pp O1VIPI.IAN STABLE U'RL ALTTd pZvIS1QN,
B T C d Rn ARE gECEIVED BY'PHE B .
THANT, You.
esi tr Ceicitica
lion Form Rcv 5-14-13.doc
r�;t�F�tic1D �
J
1 _
LEGEND N
��x 91. -- 98 -- EXISTING CONTOUR
® Lewis Pond kopd -
x 93,30 (
J x 99.23 EXISTING SPOT GRADE Loke St
00 4 '� � 100 PROPOSED CONTOUR
0o qo ;
rn j kXISTING CESSPOOL �gb�fj f W EXISTING WATER SERVICE ° \Pond ,'l �o N
t\ (APPROX.) 1
I Tb BE PUMPED, PIECED x 90,1 �, --6 H.W- OVERHEAD WIRES LOCUS
o
WI�H, SAND & ABAN;DONED TEST PIT
School Street CD
x 92,51 I i 84 f BENCHMARK o
i r
1 1 1 1 1 PROPOSED SEWER
C'ONNECTI( N, EL.=89.7f ' X 85.33
❑AK
i
10 `lx .57 ,86 LOCUS MAP
1 1 S 86 51`05"'E es 9 p NOT TO SCALE -
N 90,09 459.60 x '' ,92
1 x�'7.38 I ip 90,84 it fiU F-WIRE UP/5-B 86J6
�116 TO EDGE IJI ( O:N . t•
i OF V.W.' (i , - 2FT-OAK ' �� �� 93.39
'►1'3 000 x 90.59 � gg�_---� ' �-��� Approx._Area � U��2 5
89 SEPTIC-1, ;.,,, ?�� 46,284f S.F. �_ ¢
1 TANK �, '� 1.06E AC. ,
i 4 N
x S',4,50 / 90,0 Gt�' T'j f, ^^ 'Y � p�9.n i
1I EXISTING PROPOSED ��. TP-1 DTP-2 x N iz vim _ 5 � r� Map Q-
Q N i HOUSE(#47) 0,90 ADDITION r� s8.19 '1a SV Nl1 Q/� E
W 90 04 A\ 89.93 W i v t �°I S Par,,F- et"48
121' TO EQG � 89;09 ;� TOF=91.80 W �t '�`dlu'T�I! ?
F PO D 0 1 90.76 �� -- SAS MARfCF6C d 'W' 6 .
POND WATER SURAACEI �- 1 x �P x J
90,34 T DAK :Gravel,: 90-
EL.�66.2 0.44
'` ` ; m ` g�\ 57 'Parking :•..>. x 91.02
84.28 x cTn _ O Ln °
i \,---------1 90.99 _ ,�'� -
��` 1�` i ARPROX. i Garage 91,2 _ 274.6' '�� O ,2 97,68
Bf'3,64tx i ARtA\ OFi 90 x;90 63. "g6�, , O
S.A.S
91.07
00
AG/SE
u°f i e� x 97 46
100,
oo co cA 450,00' 1
.,
N �85.79 ! N 8631 05 4%V I (, 100.1 oo c
EXISTING S.A.S. x' 1oo,e9 v
� �
CONTRACTOR TO LOCATE, PUMP,
GENERAL NOTES: FILL WITH SAND & ABANDONED' rn OF Mq
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Benchmark Set ��P��� SS9��G 101.36
BOARD OF HEALTH AND THE DESIGN ENGINEER. Right car. conc. apron o PETER T.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS EI.=90.94 (Assumed) o McENTEE
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE v CIVIL
LOCAL RULES AND REGULATIONS. No. 35109
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ,VERIFY o REGISZE��O ���
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE THE
LOCATION
O UATI ON OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING OrFs O L
DESIGN ENGINEER. "
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 11. .WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5'
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN .ON ALL SIDES OF THE S.A.S. AND PLAN REVIEIONS
���
REPLACE WITH CLEAN SAND-AS SPECIFIED IN 310 CMR 255(3). 9/27/13 - REVISE S.A.S.
ENGINEER BEFORE CONSTRUCTION CONTINUES. 10/7/13 PLAN SCALE & FINISH GRADE CORRECTIONS
5, ALL ELEVATIONS BASED ON ASSUMED DATUM. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT PROPOSED SEPTIC SYSTEM UPGRADE PLAN
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. FROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING PERFOMED. 47 HIGHLAND AVENUE, COTUIT, MA
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. FLOOD PLAIN DATA
8. THERE ARE NO POTTABLE WELLS WITHIN' 150' OF THE PROPOSED S.A.S. NON HAZARD Prepared for: Jim & Brenda Fallon, 47 Highland Ave., Cotuit, MA 02635
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ZONING CLASSIFICATION' ZONE RF Engineering by: Surveying by: SCALE DRAWN JOB. NO.
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SETBACKS: FRONT YARD=30' OWNER OF RECORD Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 160-13
DIRECTED BY THE APPROVING AUTHORITIES. SIDE/REAR YARD=15' MORRIS, MARION P 12 West Crossfield Road 22 Long Road
MAXIMUM BUILDING HEIGHT = 30' 47 HIGHLAND AVENUE Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0.
WIND EXPOSURE CATAGORY: Exposure B COTUIT, MA 02635 (sob) 477-5313 (508) 432-8309 8/19/13 P.T.M. 1 of 2
NOTE: TO' PREVENT BREAKOUT, THE PROPOSED E STING
FINISH GRADE SHALL NOT BE < EL: 85.0
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE HOUSE(#47�
INSTALL RISERS & COVERS OVER INLET PROPOSED D—BOX PERIMETER, OF THE S.A.S. TOF=91•80
AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & PROPOSED S.A.S.
PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE INSTALL WATERTIGHT RISER & COVER OVER ONE
CHAMBER(MIN.),AND SET TO 3" GRADE TO SERVE
T.O.F.=91.8 AS AN INSPECTION MANHOLE.
F.G. EL.=91.2t F.G. EL.=90.8t F.G. EL.=88.4t
F.G. EL.=88.0%P
w
L e 12' j i L 86' Trnw
_ 17'(MAX) Garage ! ��
® S=l% (MIN.) ® S=l% (MIN.) S=1% (MIN.) a,
4'SCH40 PVC *• 4"SCH40 PVC "SCH40 PVC
- ---- - 2" LAYIRR OF 1/8" ;a r'-
' 70 �a 12„ l®O® WASH/ED DOUBLE 606'
INV.=88.75 �" :(OR.APPROVED FILTER FABRIC)
LEVEL �•
GAS INV.=85.27 PROV.=85.10 4 3 4 3/4"-1 1/2"
BAFFLE INV'.=88.50 D—BOX EFFECTIVE WIDTH = 11' DOUBLE WASHED 9'9gs, .•' ��
.. . . . . INV.=84.50 STONE ��I '
am
PROPOSED SEPTIC TANK USE 5 LC-6 GALLON LEACHING CHAMBERS IN SERIES
CONNECT TO EXISTING SEWER WITH 4' OF DOUBLE WASHED STONE-ALL SIDES
AT HOUSE INV.=89.7(VERIFY)
NOTES: ..
TOP CONC. ELEV.=85.30
1) SEPTIC TANK AND D—BOX SHALL BE SET LEVEL AND TRUE ------ ----- BREAKOUT
TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED, INV. ELEV.=84.50 - E3 E3 E3 0®®® ELEV.=85.0 S.A.S. 'LAYOUT
STONE .BASE, AS SPECIFIED IN 310 CMR 15.221(2). i E3 E3 E3 E3 ®'®
2) INSTALL INLET & OUTLET TEES AS REQUIRED, BOTTOM ELEV.=83.50'
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' 5 x 6' 30'
4' OF NATURALLY OCCURRING 4'
AS MANUFACTURED BY TUF=TITE, ZABEL DR EQUAL. a• KNOCKOUT
4) INTERIOR PLUMBING SHALL- ao' ow covEa
BE MODIFIED TO DIRECT ALL PERVIOUS MATERIAL EFFECTIVE LENGTH 38'
SEWAGE FLOW TO THE PROPOSED SEPTIC SYSTEM. 5' (M1N.) ABOVE G.W.
NO G.W., EL=77.8 4 LEACHING SYSTEM SECTION
4"KNOCKOUT 4 KNOCKOUT
SEPTIC SYSTEM PROFILE
., ,. . '---------------- 4' KNOCKOUT -----J,
N.T.S.. ----------
PLAN VIEW
. SOIL LOG 72"
DESIGN CRITERIA; DATE: JULY 15, 2013 I ----------
(REF. P#14,603)
-----
- SOIL EVALUATOR: PETER McENTEE (SE#1 542)
NUMBER OF BEDROOMS: 3 ------� zz" �-- - --�
WITNESS: DONNA MIORANDI R.S. - HEALTH AGENT E3E3E3 0 E3 Ea E3 IE E 0
, ,
SOIL TEXTURAL CLASS: CLASS. I Elev. E3 E3 E3 ® � E3 E3
TP- 1 pepth Elev. TP-2 Depth Ir12
RT
DESIGN PERCOLATION RATE: <2 "MIN/IN _
DAILY FLOWN 330 GPD (NO INCREASE IN FLOW) 88.8 A 0" 88.5 A 0" I l
DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND r 72" r as` �
10YR 4/2
GARBAGE GRINDER: NO SIDE VIEW END VIEW
1 QYR 4/2
• 88.1 8" 87.5 12" .
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY B MED. SAND B MED. SAND WI��GG//��IN LC-6, H-20/�ALOADING
10YR 5/6 10YR 5/6 LEACHING 'CHAMBER
PROPOSED DISTRIBUTION BOX: 3 OUTLETS MINIMUM 86.3 30 85.8 32"
PERC
LEACHING AREA REQUIRED: (330 GPD) 445.9 SF C 30"/2" C N.T.S.
.74 GPD/SF
USE 5 LC-6 GALLON LEACHING CHAMBERS IN SERIES^ MED. SAND, MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
WITH 4' OF DOUBLE WASHED STONE—ALL SIDES 2.5Y s/4 2.5Y 6/4 47 HIGHLAND AVENUE, COTUIT, MA
SIDEWALL AREA: (11.0' + 38.0') x 2 x 1' = 98.0 SF Prepared for: Jim & Brenda Fallon, 47 Highland Ave_., Cotuit, MA 02635
BOTTOM AREA: 11.0' x 38.0' = 418.0 SF Engineering by: Surveying by: SCALE DRAWN JOB. NO.
TOTAL AREA:.......................................................... 516.0 SF 77.8 132" 77.5 132' Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 160-13
12 West Crossfield Road 22 Lon Rood
NO GROUNDWATER ENCOUNTERED Forestdale, MA 02644 g DATE CHECKED
DESIGN FLOW PROVIDED: 0.74 GPD/SF(516.0 SF) = 381.8 GPD PERC RATE: <2 MIN/IN (506) a32Aa3os45 8/19/13 P.T.M. 2H p N2
(508) 477-5313