HomeMy WebLinkAbout0171 POPONESSETT ROAD - Health 171 P®PONESSETT R
Cotuit
A 019 -- 134III
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Town of Barnstable CEIPT
vaA�MASS.� .$ 200 Main Street, Hyannis MA 02601 508-862-4038
�A 039.
Application for Building Permit
Application No: TB-18-1585 Date Recieved: 5/21/2018
Job Location: 171 POPONESSETT ROAD,COTUIT
Permit For: Building-Addition/Alteration-Residential
Contractor's Name: State Lic. No:
Address: Applicant Phone: (443) 613-1703
(Home)Owner's Name: DAVITT, EMMET&JULIA Phone: (443)613-1703
(Home)Owner's Address: 122 SOUTH ROLLING ROAD, CATONSVILLE,MD 21228
Work Description: Renovate kitchen and renovate attached garage to create additional living space; renovate upstairs
bathroom.
Total Value Of Work To Be Performed: $141,000.00
Structure Size: 0.00 0.00 4602.00
Width Depth Total Area
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).
1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to
accept coverage.
I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have
been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the best of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance.
Signed: Emmet Davitt 5/21/2018 (443)613-1703
Applicant Date Telephone No.
Estimated Construction Costs/Permit Fees
Total Project Cost : $141,000.00 Date Paid Amount Paid Check#or CC# Pay Type
Total Permit Fee: $769.10 5/21/2018 $719.10 XXXX-XXXX-XXXX- Credit Card
3073
Total Permit Fee Paid: $769.10 5/21/2018 $50.00 XXXX-XXXX-XXXX- Credit Card
'0%73t�?.I T f 71k A
THIS IS NOT A PERMIT
Good Morning : Thank you for submitting the floor plan with labels for the first floor. I need the second floor
plan as well showing all the bedrooms. Thanks!
Donna Miorandi, R.S.
Health Inspector
Town of Barnstable
508-862-4639
2
Miorandi, Donna
From: Emmet Davitt -OSPMD- <emmet.davitt@maryland.gov>
Sent: Thursday, May 31, 2018 11:59 AM
To: Miorandi, Donna
Subject: Re:ViewPermit, Permit No:TB-18-1585 15*;
Labled upstairs floor plan has now been uploaded onto permit application and basement is unfinished. Please let
me know if satisfactory and thanks for your patience.
On Thu, May 31, 2018 at 9:52 AM, Miorandi, Donna<Donna.Mi orandi cr,town.barnstable.ma.us> wrote:
Good Morning: I was just in the building dept. discussing your permit application. Your latest upstairs floor plan
appears to be 3 bedrooms. However, again it is not labeled. We need all plans submitted to be labeled. Finally,we do
not have plans for the basement . If it is not finished fine; however, if it is finished we will need labeled finished floor
plans for that as well.
I shall forward this email on to the building department as they will have more questions. Thanks!
Donna Miorandi, R.S.
Health Inspector
From: Emmet Davitt -OSPMD- [ma i Ito:emmet.davitt(ccbmaryland.gov]
Sent: Thursday, May 31, 2018 9:22 AM
To: Miorandi, Donna
Subject: Re: ViewPermit, Permit No: TB-18-1585
Good morning, Ms. Moriandi: I trust that you received my email yesterday with the upstairs layout. Are you
able to estimate when we might receive final approval? I have a contractor on hold and am trying to give him
some guidance. Thanks for any feedback that you can give. Best, Emmet Davitt
On Wed, May 30, 2018 at 8:11 AM, Emmet Davitt-OSPMD- <emmet.davittgmaryland.gov> wrote:
Good morning, Ms. Miorandi: Second floor plan has been uploaded. Please let me know if there is anything else
that you need. Thanks, Emmet Davitt
On Tue, May 29, 2018 at 8:37 AM, Miorandi, Donna<Donna.Miorandigtown.barnstable.ma.us> wrote:
1
TOWN OFy�BARNSTABLE
LOCATION /'7/ Il�OPO e�.PS'ti o/ SEWAGE#
VILLAGE �p�vi� ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. �D5 ✓9,pseA
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) ,�^ ADO !//"aJ i-r/!% 1 (size)
NO.OF BEDROOMS 3
OWNER M/¢/ rl _a7'_ 0/9✓l777
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Tahie 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 acil_ity)) Feet
FURNISHED BY
'Y
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No. /3� � � Fee v
THE COMMONWEALTH OF MASSACHUSETTS Entered mcomputer:lw
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
21ppritation for Vs�osaY &pstrm Construction Permit
Application for a Permit to Construct(lY Repair(4 Yr pgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No./'// pOworl j6-TY C1T 1241, Owner's Name,Address,and Tel.No.
Corvi M /"(,r d 14 Vr rt-
Assessor's Map/Parcel ,fww-e-
Installer's N e Address,and Tel No.S08_y?o-f938 Des gner's Name,Address,and Tel
✓os•epxmj);&WAr S G'`rq/mil���"i� w rk /
Cro r►
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) 6��� gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank �d d Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Zjl-5- T',411 /SDD �,ro� ,S�",tlTt/G rm& &9
ArIvy- w
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.
Si ed Date
Application Approved by Date (3 A1414 h
I
Application Disapproved by Date
for the following reasons
r
Permit No. 0 � Date Issued 7�
r -
No. / _ 0�� Fee /v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for AiStJD 53 'i�pstetn Construction Permit
Application for a Permit to Construct(y" Repair( ''Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. (7/ /--r7 ad, Owner's Name,Address,and Tel.No.
' LvtvlT 'l9&/'/,T 09✓/11t'
Assessor's Map/Parcel /q - 1-3 el ->:
Installer's Name,Address,and Tel.No.SU Z- S'20 F7 3G Dejgner's Name,Address,and Tel.,Io. S'O$-• li'yam!-S-3 JoS��Gr /J�13 �yvS all d � /
7,"V /�Solia/L
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures y
Design Flow(min.required) 'j Q gpd Design flow provided , ) ! gpd i
Plan Date Number of sheets Revision Date
Title
�o v
Size of Septic Tank � Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Li_-la6-Li Ch/v,o
i
Date last inspected:
Agreement:
I The undersigned agrees to ensure the construction and maintenance of the afore described on-site s--wage disposal system in k
y
i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of 4
j Compliance has been issued by this Board of Health.
. , Sign d j✓ �� Date
Application Approved by ` Date
Application Disapproved by Date
for the followmg reasons
o Permit No. ;9 D 0) Date Issued �l v'-
-
t -------------- ---------- ------- ---------- ---=---------- -- ---------- - ----------- ,:-------------------------
I
THE COMMONWEALTH OF MASSACHUSETTS
/ BARNSTABLE,MASSACHUSETTS
F Certificate of Compliance
THIS IS TO`CERTIFY,that the On-site Sewage.Disposal system Constructed Repaired( mil- Upgraded( )
Abandoned( )by ✓05 Cf96� �,� �jl�dvvS
at/7/ Ae)P67P7 Sh r"T' �VoA�d/*Uryi T has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No;-k7,;g"���dated 3 J )4 f "
Installer,10.5ellll V e Designer
i
#bedrooms � Approved design flow 33 gpd
The issuance of this permit all
not bp construed as a guarantee that the system 'I function e i n d.
Date � /` Gam, Inspector
---- ----------_--- -------- -----.-------------------------------- -------- --- ------ ---------
No. Fee ®
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction permit
Permission is hereby granted to Construct(Z--)- Repair Upgrade( ) Abandon( )
System located at 171
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 c`mplleted within three years of the date of this permit. —�
Date -Ip Approved by
I
i
i
04/10/2012 07: 22 5Oe4775313 ENGINEERING WORKS PAGE 01
Towwof Barnstable
Regulatory Services
Thomas F. Geller,Director
Public Health Division
KM
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date:A J Sewage Permit# ) Q Assessor's Map/Parcel )
Installer_&Designer Cerli6cation Form
Designer. t~n�� an_ .„ _ war4� 1nr . Installer: � `•4
Address: i z W. C.r,, :s r Id( Rd. Address: g t C a.rv►wit
On �O��.S Se&�'� sy.C. was issued a pennit to install a
(da ) (installer)
� t (S
septic system at 7/ �� e l � �` based on a design drawn by
a ess
K✓ Mr ' e dated 4-1
(designex) -
—p- 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)w ted and the soils
were found satisfactory. 11A OF
PETER T.
WENTEE
Inst8 er's Signature) CIVIL
. tda.96106
O
igner's Signature) (Affix Design )
EUASE RETURN TO BARNS ABLE F TH DIVISION. CERTIFICAILE
F CAMPLIANCE WILL NOT BE ISSUED UNTU, IMTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED.11Y JUE BA ASTABLE PUBLIC HEALTH DMSI .
]MANK YOU.
q:loff=formstdosignerveituGCteUon form-doe
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All dimensions_size designations � � This is an original design and must Designed: 5/29/2018
given are subject to verification on m not be released or copied unless Printed: 5/31/2018
job site and adjustment to fit job IN applicable fee has been paid or job
conditions. III order placed.
Wbantage
Davitt Cotuit4 before upstairs All. Drawing#: 1 No Scale.
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All dimensions_size designations i This is an original design and must Designed: 5/29/201.8
given are subject to verification on not be released or copied unless Printed: 5/29/2018
job site and adjustment to fit job - applicable fee has been paid or job
conditions. i ' �'' UUUIII ' order placed.
M Advantage
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All dimensions_size designations I This is an original design and must Designed: 3/28/2018
given are subject to verification on not be released or copied unless Printed: 5/10/2018
job site and adjustment to fit job � ', applicable fee has been paid or job
conditions. l ' UUU order placed.
MAduantage
Davitt Cotuit4 All Drawing#, 1 No Scale.
Miorandi, Donna
From: Emmet Davitt -OSPMD- <emmet.davitt@maryland.gov>
Sent: Wednesday, May 30, 2018 8:12 AM
To: Miorandi, Donna
Subject: Re: ViewPermit, Permit No: TB-18-1585
Good morning, Ms. Miorandi: Second floor plan has been uploaded. Please let me know if there is anything else
that you need. Thanks, Emmet Davitt
On Tue, May 29, 2018 at 8:37 AM, Miorandi, Donna<Donna.Miorandigtown.barnstable.ma.us> wrote:
Good Morning : Thank you for submitting the floor plan with labels for the first floor. I need the second floor
plan as well showing all the bedrooms. Thanks!
Donna Miorandi, R.S.
Health Inspector
Town of Barnstable
508-862-4639
1 �
T ,7:
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All dimensions_size designations 'This is an original design and must Designed_ 5/7/2018
given are subject to verification on not be released or copied unless Printed. 5/22/2018
_.. _...
job site and adjustment to fit job applicable fee has been paid or job
conditions. order placed.
j Davitt Cotuit4 before All Drawing#: 1 FNo Scale.
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All dimensions size designations This is an original design and must Designed: 3/28l201 R
given are subject to verification on I not be released or copied unless Printed: 5/10/2018 li
job site and adjustment to fit job :� applicable fee has been paid or job
conditions- order placed.
�I
Advantage
Davitt Cotuit4 j Ali Drawing#: l No Scale !
Miorandi, Donna
From: Barrows, Debi
Sent: Monday, May 21, 2018 10:43 AM
To: Miorandi, Donna; Stepanis, Fred; Wunderly, Martin
Subject: Permit/Application:TB-18-1585 at 171 POPONESSETT ROAD, COTUIT for Building -
Addition/Alteration - Residential
For your review,
Thanks,
Debi Barrows
Office Manager
Town of Barnstable
Building Department
C�
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1
Town of Barnstable P# q 56
Department of Regulatory Services
MAW Public Health Division Date tG.
200 Main Street,Hyannis MA 02601
M1a -
Date Scheduled Time Fee Pd:"'- t(7U `CXj
Soil Suitability Assessment for Sewage Disposal
Performed By: PE' C_ I'L Witnessed By:
Y
LOCATION GENERAL INFORMAT
`& ION`
Location Address V 71 PdPdAe e-t}.Pal Owner's Name
_ _ o .LB,f��•% MA_�. Address 171 �o�vQ�ess�H /55� tarGt�lior2 �/
Assessor's Map/Parcel: Q` Engineer's Nam i
9 t 3 y g `'tee-'/11c£yt)-te e-kt
NEW CONST/R�UCTI^ON REPAIR � Telephone
Land Use /'e-� Off.j v01-t Slopes(%) �4�x_ Surface Stones /vJil_
Distances from: Open Water Body C b ft Possible Wet Area �6�/ ft Drinking Water Well&'5v ft
Drainage Way Property Line!S rj ft Other ft
SKETCH:(Street name,dimensions of lot,.exact locations of test holes&perc tests,locate wetlands in proximity to holes)
1�171
Z
Parent material(geologic) Depth to Bedrock 13--2;'
Depth to Groundwater: Standing Water in Hole:.. I-j Weeping from Pit Face
Estimated Seasonal High Groundwater 7 t Z 0
DETERMINATION 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
PERCOLATION TEST - Date Time'
Observation
Hole# Time at 9"
Depth of Perc � Z`7 'j•CJ Time at 6"
Start Pre-soak Time @ - f�- Time(9"-6").
End Pre-soak
Rate Min./Inch Z
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:ISEPTICIPERCFORM.DOC ;
DEEP OBSERVATION HOLE LOG: Hole#�1
Depth from Soil Horizon Soil Texture . Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
Lay d2c11 z.
30 —i3R' 21'5�:r C%L,IL
s.
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
--- Consistency,%Graven
6- 6 A fz-
Z`l — 13 1� Cl-
DEEP ORSERVATIO— HOLE LOG Hole#
Depth from Soil Horizon. Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consisted %Graven
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes I
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 pery ous material?
Certification
I certify that on �. (date)I have passed the soil evaluator examination approved by.the
Department of Enviro ental Protection and that the above analysis was performed by me consistent with
the required train' pertise and experience described in 310 CMR 15.017:,-.
Signature Date
Q:\SEPTIC\PERCFORM.DOC
6
N Z =. LEGEND
® -
18 -- EXISTING CONTOUR
a school Street x 16.82 EXISTING SPOT GRADE
W•L EXISTING WELL
-o.
-G EXISTING GAS SERVICE
�a �6 =0•H: OVERHEAD WIRES
m
0 m V204 O WETLAND FLAG Ar '
Cedar$ a AL WETLAND SYMBOL �V
c TEST PIT c
FoPon sZ BENCHMARK
e
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LOCUS ,o $6 rLro o
LOCUS MAP S 656�'���,
NOT TO SCALE /
i
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94,65- .,� -AIL
��� \ 1 1 88.51
,,EXISTING CESSPOOL �� \ `� viol
�' CONTRACTOR 5H1ALL PUMP, ' � •� � ISOLATED VEGETATED
0.00 FILL W/ SAN6 AND ABANDON' �� Lot 11 \\ WETLAND NO.1
�`�03 , ' � ,-' APIN 19-134/
� ' / 0 f 20.)770±S.F. `
o�
EXISjING LAUNDRY DRYWELL .N� „"� �cd
°pprox. loco'tion) ,� h0 ^. , 91.63+`
CONTRACTOR SHALL PUMP, ��' ro SHED t V1
y / FILL W/ S4ND AND ABANDON.' x
p j 02.00 OR REMOVE �' ,��� 96.96 \\ \ � �
�.
N ,�4 'pK �FNCHMARK NO 1 �N � °'� ;��`-$7,90
TOP )CONC./BULKHEAD COR. `� `\ ��y1� x
i
�8��� �,� EL.=109-17 (ASSUMED) CESSP)I❑L � + 93.50�� V103 J
�00 000,00 �' �i ,� �,� �\\ 95\5 f 95,51
/,GS 96,08 i� 99.31 / ���
Z
Ilk
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99.86 of + 98,68
PR• 'OSED + .� .... .. + 7- SPIKE2 s'�p\ o� 00 0
+96.69 SEPTIC TANK y -- 99.92 `� a�� m
0 0 0
06 _ 033
_ .�
10
WORK LIMIT&�s : SP E3- �\ 1 100.50
SILT FENCE-�TYP-)J :o / o �100.43
101,17 d ,
w 10 .53 I E
/EXISTING GARAGE 1 �
-----goo----- h° oo / HOUSE(#171) 1
T.O.F.=101.17E ENTR �` �9(q\
+ 101.04 /�01.5 � 100.98 / 100.62` ' loo-�o
� 76 �
- --- �' 100,72 B1f01,3
t / Gj: • _`.: .rl 100.67 + BR. WA
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�h. TP 2 x `�p�, ` : a, 0Q\9
+ 103.40 // ��� 101,08
103.7,2 Q. :::../ x 100,38 0!L�'`�`�,...PK SE
!y >'Q . 100.26
OT :`T 102.00
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' VENT t
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.�O 104.38 98,97 " 100.17
i 100 8
x 101.71
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x 105,641001# 0 / �i 100.52
�. /103.58
�•105.03 10 Jai 10921,000,
1909e �,�_20„ i q°ap 99,54
w ^
Of �/ 9�,>'7 x �1 8 0
9 . 5. - 0 1 K
101,5297.86
�� eat t -L-i�9•�'
O� 99.60
. 0 ' 98,49 ` PN1 OF MAss9�
FLOOD PLAIN DATA O
COMMUNITY PANEL NO.250001 0021 D /� _----- 98 18 �� PETER T.
Revised July 2, 1992 98.42 G McENTEE
FLOOD ZONE "C" DESIGNATION 98'06 ® w``/ o CIVIL '
catchbasin
WETLAND DELINEATION 97,84 O No. 35109
VACCARO Environmental OWNER OF RECORD BENCHMARK NO 2 ` �'fUSAER��
Consulting DAVITT, MARGARET E TR OUTSIDE COR. OF STOOP
P.O. Box 955 MARGARET DAVITT LIVING TRUST EL.=101.34 (ASSUMED) SS/0
Sandwich, MA 02563 555 PARKSHORE DRIVE #105 ' (
(508) 888-5855 NAPLES, FL 34103
Engineering by: SCALE DRAWN JOB. NO PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. 1"=20' P.T.M. 237-11
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 171 POPONESSM ROAD COTUIT MA
(508) 477-5313 1/4/12 P.T.M. 1 of 2 Prepared for: Margaret Davitt, 555 Parkshore Drive#105, Naples, FL 34103
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 98.0
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. COVER SET TO 6" OF GRADE
T.O.F. PROVIDE ACCESS TO GRADE OVER OUTLET COVER CHARCOAL
EXISTING F.G. EL: 102.0t F.G. EL: 101.8 to 103.6t VENT
F.G. EL.=100.2t'
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 10' L = 53' L = 5'
S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.)
6"
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
10"1 6 BBa�aBB
14" aaBaa6a
INV.=98.50 aa• uQulO
aBaaaeB
LEVEL ADD 4' 5.2' 4'
GAS BAFFLE INV.=97.72 PROPOSED INV.=97.55
INV.=98.25 D-BOX EFFECTIVE WIDTH = 13.2'
Am am INV.=97.50
? PROPOSED SEPTIC TANKS 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
TIE IN TO EXISTING 4" C.I. SEWER AT
HOUSE,INV.=98.67. CONNECT 2" LAUNDRY H=20 RATED
SEWER TO 4" SCH 40 PVC SEWER. TOP CONC. ELEV.=98.6t
BREAKOUT ELEV.=98.00
NOTES INV. ELEV.=97.50 ease
sw\
ease
eases eases
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE seas eases
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.50
4' 1 2 X 8.5'=17.0' 4'
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0'
TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUCHED' 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.=90.5 -
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON 3/4• TO 1-1/2" DOUBLE
OUTLET TEE AND REPLACE IF NECESSARY. WASHED STONE
SEPTIC SYSTEM PROFILE 3• LAYER OF 1/8• TO 1/2"
DOUBLE WASHED STONE
N.T.S. (OR APPROVED FILTER FABRIC)
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY T'HE LOCAL SOIL LOG
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: NOVEMBER 4, 2011 (REF# P-13,450).
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: PETER McENTEE PE
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: WITNESS: DONALD DESMARAIS R.S.
-310 CMR 15.405(1)(b): HEALTH AGENT
1) A 2' variance to the 3' maximum cover requirement, ELEV. TP-,1 DEPTH ELEV. TP-2 DEPTH
for 5' of max. cover. S.A.S. shall be H-20 and vented.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE,BACKFLLR_ED, PRIOR „102.8 A. 0' 102:0 -A O.
---TO INSPECTION-AND -APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND LOAMY SAND
DESIGN ENGINEER. 6`
10YR 4/2 10YR 4/2
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 104.7 B 104.4 B 6'
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND LOAMY SAND
ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/8 10YR 5/8
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 102.8 C 30" 102.6 24"
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 36"/48"
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. i1
MED. SAND MED. SAND
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/4 2.5Y 6/4
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 91.3 138" 90.5 138"
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. PERC RATE: <2 MIN/IN. ("C" HORIZON)
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS NO GROUNDWATER ENCOUNTERED
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).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. ®®®® 0
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND ®®®®®® ® ®®®
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. F- 37"
w ®®®®®® ®®®®®
DESIGN CRITERIA N Z ®U®®®® ®®®®Ea
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS 1 102"
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY .FLOW: 330 G.P.D.
DESIGN FLOW: 330 G.P.D. 4" KNOCKOUT
GARBAGE GRINDER: NO 20" DIA. COVER
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 4" KNOCKOUT / 4" KNOCKOUT 62"
LEACHING AREA REQUIRED: (330) = 445.9 S.F.
.74
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 4'.' KNOCKOUT
SURROUNDED BY DOUBLE WASHED STONE-ALL SIDES
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-20 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. NTS P.T.M. 237-11
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 171 POPONESSETT ROAD COTUIT MA
(508) 477-5313 1/4/12 P.T.M. 2 Of 2 Prepared for: Margaret Davitt, 555 Parkshore Drive#105, Naples, FL 34103