HomeMy WebLinkAbout0439 SEA VIEW AVENUE - Health 439 SEA VIEW AVEPOU J
OSTEREVILLE
A = 138-025
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Town of Aa rnstable
Regulatory Services
'Thomas F.Geiler,Director
►��, �� Public Health Division
Thomas McKean,Director
200 Main Street,Eyannis,INS,02601
Of,ac 508-862.4644 Fax: 509-79066304
Iaastaller I3esi�ni�r Cefilcatio Fpt°�
Date:
Desciper., C.'E6t%Ate+y�'�C. Instal?er: �.
t f
Address: NJ
Can /O-S"®5 �c�/ '`Te was issued a permit to install a c2�'-�,�
atc (installer)
septic system at Y39 �e we w e
�.-:.C �°pi0 based on.a desiga;drawz by
el� `.......� address)
.C,IEn �n nG dated
���sigrYer
I certify that the septic systern referenced above was installed substantially according to
tho design, which,may include :n r., r approved changes such as lateral relocation of the
distribution box azdlor septic tank.
I certify that the septic system referenced above was installed with major changes (i.e,
greater than 10 lateral rclocatiorl of the SAS or any vertical relocation of any component
of tl•,e septic system)but in accordance A its State Local Regulations, Plan revision or
Led as-built by designer to follow,
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TOWN OF BARNSTABLE {/
:ATION 413 9 S 6-,J lJ 61/£ SEWAGE Q005=Sca
LAGE QSTct2U M IF ASSESSOR'S MAP&PARCEL4 G
INSTALLERS NAME&PHONE NO.1-�,
SEPTIC TANK CAPACITY /SOO GA/ GOL ?,ny CgAMSeo2
LEACHING FACILITY: c�ErF tom,'c o / ,5" X " I
(type) H � -t SZ' rc� (size) � 7a
NO.OF BEDROOMS �M
OWNER
PERMIT DATE: U C(, S l 1O0 S COMPLIANCE DATE:
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 leaching facility) Feet
FURNISHED BY
ft
39 Avg 1
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* No. f d 7 50 C Fee-J
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
Z(pprfcation for 30f5po5al *p5temtom5truct on JDermit
Application for a Permit to Construct( )Repair(,)'Upgrade( )Abandon( ) ❑Complete System El Individual Components
Location Address or Lot No. 4 S q StAv t e v 'A.R Owner's Name,Address and Tel.No. .
C�s�t�-.11c l7ARx l`9AtDoen 5 g-y, j
Assessor's Map/Parcel 3 8/ s Y3QJ2y�I c v N-c
(5s'jC,
Inst is Name,Address,and Tel.No. DesigZY.ner's Name,Address and Tel.No:
�'��F�•ro,ST CZ a 54f
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(A/f
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow &o gallons per day. Calculated daily flow gallons.
Plan Date ---TRAj//4 Q1006" Number of sheets Revision Date
Title
Size of Septic Tank /S0 D 661 Type of S.A.S. 1194e%' /c/ e
Description of Soil tic— nlA4
Nature of Repairs Alterations(Answer when applicable) ,SVC .9 S i c��
CAYVI — �lsl. �poX �fCFjfe/D
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 Certifi=
cate of Compliance has been issu b BoqrAj Healt
lgned Date OC- —DES
Application Approve Date J5"
Application Disapproved for the following reasons
Permit No. 5 570 2)— Date Issued `�
a� ' s ash � • r 'a^ ----`—
No. r. Fee (1V
'THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: 1
-'- Yes
.` PUBLIC HEALTH DIVISION XXOWN OF BARNSTABLE, MASSACHUSETTS
,. Ytcation tor:Mi.s #oga1 *pe;tem Com5truction Permit
Application for a Permit to Construct( )Repair( Krade( )Abandon( ) O Complete System O Individual Components
N
Location Address or Lot No. L{3 N\� 2`j lame Owner's Name,Ad ress and Tel.No.
Assessor'sMap/Parcel
1'381_�5 k
Installers Name,Address,and T 1.Iyo. Designer's Name,Address and Tel.No. .�- ' .
- C{'( �Jrtl, S� ? _�J� C0.1r11('rl`�tC1//r/iWA� ,
ste�ti, l(c Sib /.�c Sa-S t�17 Gv «iF�rr� o 536
Type of Building: , 0
Dwelling` No.of Bedrooms`. Lot'Size sq.ft. Garbage Grinder( "�/
J
Other Type of Building No. of Persons Showers( ) Cafeteria
Other Fixtures -
99 Design Flow 66� gallons per day. Calculated daily flow Z, --gallons.
Pl�n Number of sheets / Revision Date
f Title
Size of Septic Tank 15-0 0 6A • Type of S.A.S.
" Description of Soil JtP 19r` h�9�
r Nature of Repairs or Alterations(Answ1&when applicable) �i�S/�al� S�Q r1� s�i l c 7� — I LUU q 19
tjI A 11 bk-jT:
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 Certifi-
cate of Compliance has been ssue"y t . oared.•/:H. ealth. ;
Si ned %/�Zc, Date �%�%� CI
Application Approved b Date AN-15/ 5
Application Disapproved for the following reasons
-Permit No. 0 Date Issued
11.t c_..--w _•.- ——————————-- �• rr �: .... ..
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( l�pgraded u( )
�. Abandoned( )by S l4o rc h �, t Cu n,}j
at L(YCi Se:\ut e U A,, - 0 has been constructed in acco*rdpce
with the provisions of Title 5 and the for Disposal System Construction Permit No. S 5 0 9-dated
Installer ZT C e Designer S% C, C n r c-I-
The issuance of this pe shall t be construed as a guarantee that the s sIIm-wrll.unE io al designed.
Date l/ Inspector 1
No. --- ---------------------Feed .,. ....
py' THE COMMONWEALTH OF MASSACHUSETTS
M.N
PUBLIC HEALTH DIVISION - BARNSTABLE� MASSACHUSETTS
yk ` Miopossal *pgtem Construction Permit
Permission is hereby granted to Construct( )Repair( �Pgrade( )Abandon
System located at Ll Z Ip SCE,_+r
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 x*,
Provided:Construction jnust a completed within three years of the date of this pe it.
.Date: Approved by
!r:
�s
LETTER OF TRANSMITTAL
JC ENGINEERING,INC � Telephone: 508-273-0377
2854 Cranberry Highway Facsimile: 508-273-0367
East Wareham,MA 02538
swumm
TO: Barnstable County Regis- of Deeds DATE: 04/04/05 JOB NO. 758
Barnstable County.Complex RE: Record Deed Restriction .
Post Office Box 368 for 439 Sea View Avenue
Barnstable MA 02630 0368 Osterville,MA.
WE ARE SENDING YOU: X Enclosed Under separate cover via X the following:
Report _Plans Brochures Design Drawings
Specifications _Copy of Letter _Change Order _Contract Documents
Enclosed,.please find the Deed Restriction.for 439 Sea View Ave,Osterville,MA'for recording
Also enclosed is the Certificate of Good Standing dated March 25,2005 and check#7163,
made payable toBarnstable Registry of Deeds.
T REGISTRY
THESE ARE TRANSMITTED as checked below:
F
X For Approval _Resubmit —Copies for Approval
For Your Use —Approved as Noted . Copies for Distribution
As Requested _Returned Approved as Submitted
Returned For Review and Comment For Your Information ;
REMARKS Please feel free to contact the office with any questions.
COPY TO: File,Madden.. SIGNED:
41c ael imentel,E.I.T.
DEED RESTRICTION
Knna�2r aF y39 5Ef1 V1ew LLG Cl6 'K1ckQa�ciGk Lock�nar� LLP�
�5 Sk ake_ skeet � 6oskor, � N R o 2�0 9
WHEREAS, Mary M.4adden, of One Snakedance Plaza,#89,Taos Ski Valley,Taos County,New
Mexico 87525 is the owner of the land together with the buildings and improvements thereon situated at
439 Sea View Avenue,Osterville,Barnstable County,Massachusetts,and more particularly described
as Parcel 25 on Assessor's Map 138 and shown as Lot G2 on Plan 1748-L dated August 1,1932,
drawn by Newell B.Snow,Engineer,and filed in the Land Registration Office at Boston,MA,a copy of
which is filed in the Barnstable County Registry of Deeds in Land Registration Book 13 Page 28 with
Certificate of Title No.3208. Said lot containing 1.07 acres+-according to town assessors records;and
Har,acoe-r of ti3q 5e-lt"V%Ew ".-
WHEREAS,I as owner of said Parcel 25 have agreed with the Town of Barnstable Board of Health to a,
restriction on the number of bedrooms that can be included in any home now existing or hereafter
constructed on said lot as a condition to obtaining a disposal works construction permit for the on-site
septic system repair/replacement/installation on said lot pursuant to State Environmental Code,Title V,310
_,CMR.1.5;000.et,seq.;and
WHEREAS, the Town of Barnstable Board of Health as a condition to granting the disposal works
construction permit is requiring that the agreement to restrict the number of bedrooms in any home now
existing or hereafter constructed on the lot be put on record with the Barnstable County Registry of Deeds
by recording this document;
NOW, THEREFORE,I do hereby place the following restriction on the above referenced lot in
accordance with the Town of Barnstable Board of Health,which restriction shall run with the land and be
binding upon all successors in title:
1. Any.home now existing or hereafter constructed on the above-referenced Parcel 25 shall
contain no more than six(6)bedrooms.
We agree that this shall be a permanent deed restriction affecting the above-referenced Parcel 25 also
known as 439 Sea View Avenue,Osterville,Barnstable County,Massachusetts as shown on said plan
recorded in the Barnstable County Registry of Deeds. This restriction may be released by the Town of
Barnstable's Board of Health should regulations change or sewer become available.'
1-7304.
For our title see Deed recorded in the Barnstable County Registry of Deeds Certificate No. 168302.
Executed as a sealed instrument this �itCday of lUk,�O 2005 s
Mary M.Madden n N oAaS¢,r of `f 3� 5 e H V i&W LL G -lee p =
f•
State of New Mexico .��'��;�' 1�J1 ► ��,�`�`
, SS. nn Date: ot v C 3 2005
Then personally appeared the above—named N tr and acknowledged
the foregoing instrument to be their free act and deed efore me,
Notary Public
My commission expires: c)
A �G C JZ O�Ce£G; 007WW1UVeak11Z-
060iTtOY2, ✓l• C1 Ce&& 021i
r
William Francis Galvin
Secretary of the
Commonwealth, March 25, 2005
TO WHOM IT MAY CONCERN:
I hereby certify that a certificate of organization of a'Limited Liability Company
filed in this office by
439:SV'
in accordance with the provisions of Massachusetts General Laws Chapter 156C on Mar
2004.
I further certify that said Limited Liability Company has filed all annual reports d
paid all fees with respect to such reports; that said Limited Liability Company has not fil,
certificate of cancellation or withdrawal; and that, said Limited Liability Company is in
standing with this office.
I also certify that the names of all managers listed in the most recent filing are: M
M. MADDEN
I further certify, the names of all persons authorized to execute documents filed ,�N
office and listed in the most recent filing are: MARY M. MADDEN
The names of all persons authorized to act with respect to real property listed in tl
recent filing are: MARY M. MADDEN
In testimony of which,
I have hereunto affixed the
Great Seal of the Commonwealth
on the date first above written.
Secretary of the Commonwealth
Town of Barnstable
STAUM
% 16% Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-8624644 Susan G.Rask,R.S.
FAX: 508-700-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
March 7, 2005
Mr. John L. Churchill, Jr., RE.
JC Engineering, Inc.
2854 Cranberry Highway
East Wareham, MA 02538
RE: 439-Seaview Ave nue;::Osteruille . A- 138-025
Dear Mr. Churchill,
You are granted conditional variances on behalf of your client, Mary Madden, to
construct a replacement sewage disposal system at 439 Seaview Avenue,
Osterville, Massachusetts.
The variances granted are as follows:
310 CMR 15.401-404: The septic tank will be located 2.7 feet away from a
water-line in lieu of the minimum ten (10) feet separation distance
required.
Section 360-1: The septic tank will be 90.9 feet away from the bordering
vegetated wetland,.in lieu of the 100 feet setback separation distance
required. -
Section 360-1: The pump chamber will be 80.5 feet away from the bordering
vegetated wetland, in lieu of the 100 feet setback separation distance
required.
These variances are granted with the following conditions:
(1) The sewer pipe or waterline shall be sleeved at all locations where the
separation distance between the waterline and sewer line is less-than ten
feet.
(2) No more than six (6) bedrooms maximum are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
Q:WP/ChurchillMadden
i a
(3) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds -
restricting the property to six (6) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(4) The septic system shall be installed in substantial compliance with the
engineered plans dated March 1, 2005.
(5) The professional engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the
engineered plans dated March 1, 2005.
These variances are granted because the ,physical constraints at the site
severely restrict the location of the soil absorption system due to its close
proximity to the wetlands.
Sincerely yours,
'
W�mA q "011f
W'ay Miller, M.D.
Chairman
Q:WP/ChurchillMadden
bit--
_ __ .
h
O� DATE:
IARNSTARM FEE
MAS&
639. REC. BY
Town of Barnstable
SCHED. DATE:
Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644
Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,M.S.P.H.
Wayne A.Miller,M.D.
VARIANCE REQUEST FORM
LOCATION u
Property Address: 1 3 q 5Qq U ew Aue- osk e f v�k- M A — --
Assessor's Map and Parcel Number: i 3 8 - 2 Size of Lott:--�� 7 AG. (Qe-r AS52.SXG,-5
Wetlands Within 300 Ft. Yes X Business Name:
No Subdivision Name:
APPLICANT'S NAME:_ 3'06) L, C-�nur ck-ii k Q• -• Phone 50 9 - 275 - O 3 7 7
Did the owner of the property authorize you to represent him or her? Yes _ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: A( paddeo Name: Tdov, L. C1nUrC�ill (�. L,
i
�G Evtg(neecir�� lvtc
Address: P 0 'U0� 89 '
Tao Sri Address: Z��y Gfan�et^C/ (Ai�nwoy
l)alle I� M 8752 5
N R OZ� 3 8
Phone: 505 - 77� - 22 7-7 Phone:
E. uJarelnat� 1
---- one: 508- 7-73 "0377
VARIANCE FROM RE CATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
3�0 CNt� 17,2.11 7,3'VaC• sotbac, wnt•erU L 1 +
C� 9.1 uor st#InacK s T, to wtilonds —
5ir-*. 9+T5Zr03) 14-5 c sotbock - 5 t C a1Fn ec� 1,(� cn _ ---
Q.C, ke we;tarv�5 5f.s? ai�acirua_p,�
NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System
Checklist (lobe completed by office staff-person receiving variance request application)
Please submit copies in 4 separate completed sets.
Four(4)copies of the completed variance request form
Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense
(for Title V and/or local sewage regulation variances only)
Full menu submitted(for grease trap variance requests only)
C:\Documents and Settings\decollik\Local Set tin Temporary Internet Fi1es\0LK3\VARIREQ.D0C
v __4-
Mary M. Madden
PO Box 89
Tao's Ski Valley,NM 87525
December 28, 2004
Town of Barnstable
200 Main Street
Hyannis, MA 02601
RE: Declaration of Authorization
Dear Members of the Board:
Let it be known that I, Mary M. Madden do hereby authorize JC Engineering, Inc. of East
Wareham to represent my interests regarding the upgrade of the sewage disposal system
located at 439 Seaview Avenue in meetings both public and private.
Sincerely,
Mary M.Madden
MMM\j to
k
f
�b: a JC ENGINEERING Inc.
4 Civil & Environmental Engineering
S Y 2854 Cranberry Highway
East Wareham, Massachusetts 02538
Ph. 508-2 73-03 77-Fax 508-273-0367
MEETING NOTICE
Dear Abutter:
You are hereby notified that there will be a public meeting on Tuesday, February 22, 2005 at
7:00 PM in the Selectman's Conference Room in the Barnstable Town Hall, which is located at
367 Main Street, Hyannis, MA 02601. This meeting is to present variance requests associated
with a Septic System Upgrade at 439 Sea View Ave, Osterville, Massachusetts. This project is
necessary for the upgrade of an existing failed septic system. Due to site constraints, we are
requesting the following local variances:
(1) A 9.1' Variance (100' - 90.9) for the setback from the septic
proposed p tank to the
wetlands
(2) A 19.5' Variance (100' - 805) for the setback from the proposed pump chamber
to the wetlands.
Also, in accordance with 310 CMR 15.401-15.404, we are requesting the following local
upgrade approval:
(1) A 7.3' Variance (10' - 27) for the setback from the existing water service line to
the proposed 1500 gallon septic tank.
The application and plans are available for review at the Barnstable Health Department, 200
Main Street, Hyannis, MA Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30
p.m.
Sincerely,
FO( John L. Churchill Jr., P.E.
President
JLC/mcp
Jce#758
Town of Barnstable P#
Department of Regulatory Services
�a�twsreets,
Public Health Division Date
°AM
200 Main Street,Hyannis MA 02601
i63A
AjEO MAC�
Date Scheduled J Time Fee Pd.
Foil Suitability Assessment for Sewage isposal
f`0./Jt1 C�02Cid10 1T, CS Witnessed By: ✓! '!
Performed By: -
LOCATION& GENERAL INFORMATION
Location Address 3 9 25e--,v,`e Owner's Name M Ac e o
Address "rats 5ki 0-%[ey NH b1525
d s ►while r
Assessor's Map/Parcel: 1,3 8'�() ✓ Engineer's Name G F t1 i Nt t?r l✓1(A1 G
NEW CONSTRU( nON REPAIR Telephone# a�3`d 3 1 I
NU al E
Land Use {�2Sa�t vt�la Slopes Surface Stones
Distances from' Open Water Body ft Possible Wet Area 0 ft Drinking Water Well ft
Drainage Way ft Property Line
i 0 ft Other ft
SKETCH:($treet name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
•se�,V i�� wC
T?t
7AQU
y
• � II
ylE.t�0.r• iu i
a tae•�lo„� Lne.
4
fogR
Nsl= Ili
I
Parent material(geologic) 61 a U d O UT w a S K Depth to Bedrock
? I a Il Weeping from Pit Face >
Depth to Groundwater. Standing Water in Hole: p g
Estimated Seasonal High Groundwater
DUTERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: G1 1t1.
Depth 04erved standing in obs.hole: n, Depth to ate IT Adjustment
: tk
Depth toweeping from side of obs.hole: _— itt. Groundwater Atuetment
,factor Adj,f]r�uatiwater level
A
Index Well# _ Reading Date: Index Well level�As. d�
PERCOLATIT TEST DateI n5 '1C1ute 1Q°yo art
Observation I Time at 9" --
Hole#
'rime at 6"
Depth of Perc
50—fOS�/�
Start Pre-soak ime.@ ; 5 q -_ 7 ime(9"•6")
T 33 End Pre-soak
Rate Min./Inch ^'
Site Suitability Assessment: Site Passed
x Site Failed; Additional Testing Needed(Y/N) 1 y
Original: Public He lth 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 C40servation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCF�RM.DOC
DEEP OBSERVATION HOLE LOG Hole# 1
Depth from Soil Horizon Soil Texture .Soil Color Soil ! Other
Surface(in.) (USDA) (Munsell) Mottling (Struclure,Stones,Boulders.
Consistency.% ravel
00�3a g L.S. iv�2s�
56—ia8 (0- r Sand 1-rY 6/3 V" 7s-rgS]6 a
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)
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
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc ra el
Flood Insurance Rate Man:
Above 5,00 year flood boundary No Yes
Within 500 year boundary No— Yes
Within 100 year flood boundary No X_ Yes
Depth of Nagtally Occurring Pervious Material .
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed fbr the soil absorption system. — r
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on,—AA 63 (date)I have passed the soil evaluator examination approved by the
Department of FFnvironmental Protection and that the above analysis was performed by me consistent with
the required tr ing,expertise and experience described in 310 CMR 15.017.
Date
1 i bS`
Signature
Q:S.EPTICWERCMRM.DOC
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LO°C-ATION SEWAGE PERMIT NO. ,
V 11L~1.A G E
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INSTAILER'S NAME iy ADDRESS
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B U I L D E R OR OWNER
DATE PERMIT I S S U E D
DATE COMPLIANCE ISSUED �_ xj- J-1 rJ
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_ASSESSQR'S MAP NO. PARCEL CIS'
LO CAT ION LoA. -z-.� SEWAGE PERMIT NO.
be 39VALLAGE
I N S T A LLER'S NAME A ADDDRE S
e U I L O E R 0R OWNER
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DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
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No. ....._ .......... F:nS.._ ?�.r..�..�.�
THE COMMONWEALTH OF MASSACHUSETTS
2 �( —p—BOARD OF HEALTH
..................../..� OF..... ...................................
(�AlAppliratiou for Dig og al 10orkii Tunutrurtiun Famit
Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal
�3 Syst at:
:. r...0)JC 1_._...C.�Vc.-------------------------- ----------------------------------------------------------•------.__..._...._...................._
Locat on Add ess or t No,
• Ow r � A d'ess
a ►.. .. , l� l.??. 2��"z'` � X?c ........... � �! ...........................................
Installer Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms.............................__.............Expansion Attic ( ) Garbage Grinder ( )
p, Other—Type of Building ___________________________ No. of persons..........._................ Showers ( ) — Cafeteria ( )
a
d Other fixtures -----------------------------------•---.......----..___.._---._..._------•--•--------------------•-----._....-------------------••----•--..._....----
W Design Flow___________________________________________gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid*capacity............gallons Length________________ Width................ Diameter________________ Depth................
x Disposal Trench—No..................... Width.................... Total Length..................... Total leaching area....................sq.ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.............. Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
'~ Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ---- -----j ---
- --------- Y - - --- -0 Description ofSoil-------=----
..........................----------------------•--•------------.-.-•------------------------------- ----------------------•-------•_----------•----------......Q- -----
••----.....-------:--
U Nature of Repairs or Alterations—Answer when applicable.______.. 5 ........ .-Il`1.1__3"�f _ ____________
••-----------•-----------------------•-•---------------•--••-----•---------------._._...----------•-----•--•--------------------•--••-•------..-•------....-----••--•----------_____.__.._...--•--•----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of IT 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be issued by the oar �ofeal�igned-- ---��•� i--•-----•--...... ��_`- ----- 1
w (i
Application Approved By_____________ _ _____-�---- --- 1llL. :.................. ,.
Date
Application Disapproved for the following reasons:--------•------•--•-••-•-------•-------•-•--•----•-----•----------------.......................................
.........................................................................................................................................................................................................
Date
i
Permit No........ ... Issued - . ..........................
Date
CO) �f
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
1
................... 1 c1 :f':1. .OF....,1 •-==lf % - ..................................
Applirativit for Dhip sal Worko Tomitrur#ion frrmft
Application is hereby made for a Permit to Construct ( ) or Repair (X,) an Individual Sewage Disposal
System at:
....�..:�..!5... ........ Tess ........................... ..............------...---........---.....o ..------..._........-----..........-------
- -Location-Address ,�-•- or Lot No.
....................`7 ....... ..............................................................r li t 1 i ...........�.................... r 1.......
_ .............•---------•••••_____------__-----
--.. -•� Owner L ' Address
Installer Address
UType of Building Size Lot............................Sq. feet
.., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
a Other—Type T e of Building No. of ersons____________________________ Showers
� YP g -------------------•----•-•- P ( ) — Cafeteria ( )
Otherfixtures..•----•------------------------------------------------•••••-------•--•....••-•-------•-------------•-----•---•-•--...._•-----•-••••-•----••••-__•....
W Design Flow............................
................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity...-........gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................___ Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
(s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Ad ------------------------------------------•-----....._.._.__........_....._....------....--.........................................................
Description of Soil_____________:_:_` `• ' ..'f {� l
U ----••--•--••-•••••••-•••••--••••-•••-----•-•...............•-•....--•-•-•-••••••-------.......-•-•-._._.....---••-----------•-•-•••••------•---
W
UNature of Repairs or Alterations—Answer when applicable........... _ ...................................................................
--------•------------------•.------•--------------•---------------------•----•--------••--•-•-•----------------------------------------------------------------------------._....-.....................
Agreement
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE? 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has.been issued by the o and of health.
_
ed /d
E.. ..T.- .. ------ ` `�.�...-..__..._
/ ign Date
Application Approved BY---.._.._..: ------------- ---3-- "----...--••--
j Date
Application Disapproved for the following reasons; ----------------•---.---••-•••-------•------•••------•-----•--•-••-•-•......_
i
......-•--•------------------•-------••-• ..............................................................................................=-..............................................................
Date
tiE Permit No.........:.........
,• - Issued...... ..............................................
"'y Date
'{ THEr,COMMONWEALTH OF MASSACHUSETTS
`� BOARD OF HEALTH
y. ,! �,. ,t.:'...OF...:' fit..{ �? �� Jc'..............................
4 r Tntifirttir .nf faompliaurr .
THIS IS,,TO,CERTIFY',That the IndividualF$ewage Disposal System constructed ( ) ,or Repaired ( ,J
by '_ y �i-.......-'--�� -'-......-• =-�' c :`t- `=. ------•---.....----•----•--......---•-----------•-•...................•---.._......__._.._.
at - =r �r'`c f, �.�t�l l.) �f.•�' f fit t,% *rC4 /` r f'r(le
1 1 Installer
has been installed in accordance with the provisions of T 5 of The State Sanitary Code as described.in .the-.'- ',
1.
application for Disposal Works Construction Permit No._ 1�____��___________________ dated__ ---_ .'. _'__ _�•1.__t_.._.________.
THE ISSUANCE OF THIS.CkTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.---•--•---•--•-----••--•..................'A.............. :: 5.. °`Inspector.::: ..............
.
a. �qr
_ .�..�. -.�+.�..u.'.su• .�. _. ..-.i"+.i�1.141�t.i�Yiw...w:i.'Y.Z�s:�s.uYj2�criewuiVw_J4�nt.ra..+..v b_!�1 t. .
§} tt�"t�tr119h�+'^.�!'.'Mi��r�"x'_•+Ermcr..,w...--.. ...._.v. .,.,.,. .. � ..
t1WA14 THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF--HEALTH
No...........L ...... FEE............... .......
Permission is hereby granted.......t__ ........./ ... -�-'% f
to Construct ( ) or Repair (' ) an Individual Sewage,Disposal System
at No .. ! f /e / !t{{ r , i j/ /r / ✓it �' ,/, j; .. f
! Street
as shown on the application for Disposal Works Construction P r it NA. _ C__7,.Dated......�.'__.`�........:..:........
Board of Health'"
DATE..--•_)."-------------3^---------••-------..:__.....---........_ . �..
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
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REMOVE Al 6ATHROOM
SAVE FIXTURES, SAVE
WINb0W WINnOW
ILA
EXISTING I I IU�C EXISTING SELECT1VELY REMOVE
D3 PR00M I I L J I MPR00M I I A PORnON OF THIS
N0,6 I I Q I . NO.6 I� PAf?TITION,5EE A-4.
.. FOR LIMIT ANn EXACT
LOCATION OF NEW OPENING
DINING ROOM
2S 1"
REMOVE MA50NRY CHIMNEY
FROM FLOOR TO
17-1 0 t2 ROOF:
SET TU L — J �,*
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III KITCHEN PANTRY. --
LAUN<7RY ry
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SAVE SAVE SAVE SAVE SAVE
WIWOW WINVOW WINDOW 1700R WINI?
EXISTING ELEC, SAVE 51NK,ANn
SAVE PORCH
PANEL TO eMAIN ANI7 5T EXISTING EXI5TING
AS LOCA1El7 COUNTER IN [tDRO. FZ] nR00M
EXISTING N0, 05.
PANTRY .
PeMOLMON SCOPE
-CUT ANb CAP Al UTILITY FEE75.
REMOVE ALL APPLIANCES
REMOVE ALL INTERIOR FINI5HE5 TO
-�
W05E ALL FRAMING MEMDER5. -
REMOVE ALL FLOORING FINI5HE5 TO
EXP05E ORIGINAL 5Uf3FLOOR. .1 � O 0
-SAVE AN19 PROTECT ALL WWDOW5.T0
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5H�WON APCHIT�CT5 MAnn�N p�51n�NC� FI F5f FL00P, FLAN JURY -7 2005
.215 5CH00. 5fp\, �1' 419 51�A VIEW AV�U
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1,508,429.822% email: 9 EET I eF x
DOOR SCHEDULE
. . arAss OggDoor No. DR.SIZE DR TYPE HARDVINRE NOTES
- .
11 3'-0'ScT-0'Sc1 1-3!4"
12 verify
IN5MI,NSW 5 PING GLA55 EX15nNG NnOWS t0
13 z�'k6-8'k11/4"
EXI5-%6 2M F"19 WPLL5 t0
REMAIN.. MOVE IN1Et?IOt;FINISf S DOOP5 t0 EX%NG DECK REMAIN
14 z�'k6-t3'kt 1/4
�..
15 1d-0'kT-0'kdm wood' asslsGder ��
16 z-sks-sxi-va^
t0 ALLOW FOR NEW INKING AND
SAVE `raw, - access
IN5LQ.A110N. NO CWNGE IN, 21 zZks-sx�tra~
OU LDING FOOiPRINt. ® r �a — 15 22 z sxs-axt-ua~
23 passage
24 7-6xs'-ni-1/4"
passage—
MW NAJ.F 25 Z-6W-sx AW passage
1 zo Plivacy
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27 z�k6-8'Si1 t!4" access
I6 28 7-0'k6'-t35ct 1/4" latcWdjffny
. ..NSW W0012 FLOOR
5 EXI571NG NOLISE
REMAIN A5 I5, t FLOOR BASE V4u-L•S C8UNW NaRES
tAINED t0 MAtCN SAMPLE 0 F7hISHSCH®ULE
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CENiERI PE IN 7NI5 POR110N OF II E woordsealed stainedwood stained wood stainedwaod
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25'�w--: — — 24' 8 8 I 4X4 P05t IF t0 NOLISE Stairs treacle hard pine stained wood stained mod stained wood
fAM (risers) hard pinel Inted stained wood
12 m drop-„ I " ballusters 1A plainhallusters/
hwAails: .nth
7
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1 Stair closet stainedvod stained wood stained wood,
36" J stained wood stained wood stained wood
stained stained d stained wood
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13ACK EN1RY DiringRoom heart stained wood stanedwood stained wood
- - o.a' N sheetVl �ainedwood stanedwood stained wood dewoodthrestwld
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5tAiNED tO MAtCN 5AAAU _ '
star. SECOND MOOR
r: Hal carpet . stained'Ad stained wd stained'Ad
Bedroom stained'Ad stained wd stained wd
5AVti SAVE 5AVE SAVE aoset stainedwd stainedwd stainedwd
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m stained wd stained M stained vyd
NEW ENfk StAIRS,PORCH, '.. RA115 t0 A5�15 Oovrer s Closet insulation
stained M stairredwd stainedwd
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Battroom sly vi ed C�Il1Ay 'rd 'de wood threshdd
Linen closet sheet ' Ca111i6r r�
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SN��nON CN11 C�"5 MAnn�N p�5In�Na �I�5�' FL00P PLAN JULY 7, 2003
215 5CN001. 5TFI�� " 419 5�AVEW MNT
MIMN, MA 02186 051�pVul , MA 1 .0 :1
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PROJECT LIMIT
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REMOVE PORCH
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lMAFF.68199 email: jo,sheldon@neu,edu
,508,,429,8227 email;. EX-2
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EXISTING FINISH GRADE OVER D-BOX= 15.4'± 4"
/o FINISH GRADE OVER LEACHING FIELD= 15.3' - 15.4'
SCHEDULE 40 PVC MIN. SLOPE 1 0
SEWER PIPE PROVIDE PRECAST CONCRETE EXTENSION PROVIDE PRECAST CONCRETE EXTENSION SLOPE @ 2/o MIN. OVER SYSTEM
TOP OF FOUNDATION = 7.0'± RISER WITH CONCRETE COVER TO WITHIN RISER WITH CONCRETE COVER TO WITHIN 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE PVC VENT PIPE WITH CHARCOAL FILTER
6"OF FINISH GRADE OVER OUTLET COVER 6"OF FINISH GRADE OVER OUTLET COVER REMOVABLE COVER TO
6.0'± FINISH GRADE OVER TANK EL.- 7-0'± 2"SCH.40 WITHIN 6"OF GRADE 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE
FINISH GRADE @ FND. EL.- - FINISH GRADE OVER TANKS EL.= 6.8±-6.3± TO D-BOX 5" DIA- OUTLET(S)
20" MIN. ACCESS COVER 4" PVC PERFORATED PIPE
(TYPICAL FOR 3) 36"MAx.(12"MIN) 12"MIN } SLOPE AT 0.50% TOP OF S.A.S. = 14.50' - 14.20' 9"MIN.
1 36"MAX I
- , ROPOSED 4" 9"MIN , 36"MAX.
PVC(SCH 40) 2"PVC TEE 36"MAX
13.70
3" 3" _ I TO PROP.SEPTIC TANK ° s" 3" 2" DROP MIN. 3" a0 PVC END CAPS
SLOPE 2/°min.
rn --- L=5'± � 3" DROP MAX. 9" '_'� SLOPE � ,1%min.
o 10" L=4.0' _ 4"PVC OUT TO
INV(out)= INV(in)= 14" - LEACHING FACILITY o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 048* 0 0 0 0 0
TLIQUID `-5.00'± 3.00' LIQUID 2.75 ALARM ON 2.00 O
LEVEL LEVEL 2 25' INLET TEE EFFECTIVE
UMP ON TG�� 6x
�_ V DEPTH
*Contractor to verify MONOLITHIC TANK 2.00, PUM f
---- -- - --- - -1.50' - 14.27 14.10
-- -- -------- - -2 25, MONOLITHIC TANK 14.00' BOTTOM OF FIELD TO BE LEVEL EL. = 13.20'
OUTLET TEE INSTALL OUTLET TEE o � 6"CRUSHED STONE 3.75' 5' 3.75'
GAS BAFFLE " E FILTER " N GAS BAFFLE " FILTER `� N OVER MECHANICALLY
22 ZAB L 6 CRUSHED STONE 22 ZABEL F o BAFFLE /�= 72' 12.5'
MODEL#A1801 HIP(GAS OVER MECHANICALLY MODEL#A1801 HIP(GAS COMPACTED BASE
BAFFLE ON BOTTOM) COMPACTED BASE BAFFLE ON BOTTOM) 5 OUTLET DISTRIBUTION BOX GROUND WATER ELEV= 8.20'
1500 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER TO BE INSTALLED ON A LEVEL STABLE
Height 5'-7" Length 10'-6" Width 5'-8" Height 5'-7" Length 8'-6" Width 4'-10" BASE. FIRST TWO FEET OF OUTLET TYPICAL FIELD PROFILE 5' MIN.
PIPES TO BE LAID LEVEL.
FIELD END VIEW
TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE MOLD PRECAST TANK WITH RUBBER FIELD DETAILS
GASKET FOR INLET AND OUTLET CROSS SECTION VIEW NOT TO SCALE
PROPOSED 1500 GALLON SEPTIC TANK & KNOCKOUTS. INSTALLER TO ALSO
EXISTING 1000 GALLON SEPTIC TANK PROPOSED 1000 GALLON PUMP CHAMBER USE HYDRAULIC CEMENT AT JOINTS DISTRIBUTION BOX DETAIL GENERAL NOTES
TO ENSURE WATER TIGHTNESS. NOT TO SCALE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
\ • • •r-. , t .� - * • . METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
`I ` 1, �. \\• ' i 0• r • • • • ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
B-M.#1 Bvw6r K GAS\ sFq � { DESIGN DATA H . : • . r TEST PIT DATA
UP 68-41 O/H/V Hydrant Spindle /� \�� • I� + \1 • w * :y� • w 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
'A' AGENT: David W. Stanton, R.S. OF HEALTH AND THE DESIGN ENGINEER.
t]iH�W Elev. - 17.99' % _ '� - 14--� �40'h//pF YV,q V� Q/�/ • f: .. •�1', \\ • • • * • ..11
p, 1929 N.G.V.D. CB (FND/HLD) 7j • ` - '� 11 • : • U 41
Hiw _ A ) NUMBER OF BEDROOMS (ASSESSORS) 6 )j 1 t + • , , r• • • 4 EVALUATOR: Bradley Bertolo, E.I.T. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
BVW 5 • \, ,11 • „ V • U .
UP 68 ti �'6 NUMBER OF BEDROOMS (DESIGN) 6 �nd y II • . . . + r January 7, 2005 SYSTEM UNLESS OTHERWISE NOTED.
I 0, , • . • DATE: rY
-.. , �\ DESIGN FLOW 110 GAUDAY/BEDROOM '�ij ice-r� ,. r , • 4. TO PREVENT BREAKOUT THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN s EDGE OF WETLANDS-- .1 } 1p TOTAL DESIGN FLOW _ 660 GAUDAY ll,� o = • • TEST PIT#: 1 (#10899) '
Ey ( o _ _ . • i ELEVATION = 14.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS.
y� 4 �4p, ViEw Q C1 4, N. G \ F DESIGN FLOW x 200 /0 1320 GAUDAY , t' ,�`�� _ • • ELEV TOP= 14.20' T A FIVE FEET FROM S.A. .
CB(FND/HLD AVF 3 D N CB FND \ O _ UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACED A LEAST F V O S
BVW 4 Z i7) / w 0 o. ( ) \GF USE PROPOSED 1500-GALLON SEPTIC TANK AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
�=B �r. _. a o > 1 15x6 OFp '� k " .I 4,vk • ELEV WATER= 8.20'
° 1°+arkd�"_."' 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
° am �� = J o 11s' ��FMF INSTALL 12.5' x 72' LEACHING FIELD ::�, 'r` ��._ b + ,
BEND) :, F w z ! ,( PROPOSED PVC \NT c�� PERC RATE_ <2 min/in
� x `-� -==.>w- 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
"EaE VENT PIPE = 1
Z '-PROPOSED PVO " \ $' `_. 1 3 r. S- - " x 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
EXISTING GASLINE TO BE w I:
EXISTING GASLINE TO BE; I w 1 _ VENT PIPE UP 68-39 PROTECTED AT ALL TIMES Q y DEPTH OF PERC= 50 -68
PROTECTED AT ALL TIMES , 'I t4x4 �. cL 14x4 �. SIDEWALL CAPACITY •
DURING CONSTRUCTION a = `~ - DURING CONSTRUCTION -.- ._____�y' � �.. �. :' �.-1---•' *se r FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM
•. E CB(FNDHLD) --PROPOSEDGEOMEMBf \ / '' _ NO SIDEWALL AREA CREDIT TAKEN ,-`; ' ' ` �� ' t TEXTURAL CLASS: I IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF
�K LINER(40 mil) \
i .
! CB (FND/HLD) ---PROPOSED GEOMEMBRANE �, -��� _ _ HEALTH AND DESIGN ENGINEER.
1 EDGE OF - 1 ' LINER(40 mll) F ', r�... r� C`�V i O O ,
Cb EXIST.WATER 4 ': ,, --- _-_� B ;-. (•, 0 14 20 8. ELEVATIONS BASED ON DATUM OF 17.99'(NGVD 1929)OBTAINED FROM TOP OF HYDRANT
SERVICE LINE ,� OTTOM CAPACITY "�
(APPR°X.LOC_)- ; * ��J '' f Q -`'` E'-' SPYNDEL LOCATED ON SEA VIEW AVE (NOTED ON PLAN AS B.M.#1).
g / { -PROPOSED 12. 1 f. �. (LENGTH x WIDTH) (0.74 GPD/S.F.) . �� , q Loamy Sand
4 :.; ) LEACHING FIELD 4 12.5'x 72' 0.74 GPD/S.F. = 666.0 GAUDAY •; �� 10YR 3/2 9. UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE, ONLY. CONTRACTOR SHALL VERIFY
�NS�;EA E AGE I ,�i- EDGE OF 100'WETLAND OFFSET ( ) ( ) . /• "' 10" 14.11'
EXIST. WATER ' ( ��p " ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AT LEAST 72
TO C-SOILS WITH / CONSTRUCT SWALE TO PREVENT WATER _ '
s CLEAN COARSE SAND : RUNOFF ONTO NEIGHBORS PROPERTY SERVICE LINE 12 V T ALS
' � � 1` _{ �� �T ''� Loam Sand HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888 DIG SAFE AND ANY OTHER
i PROPOSEDHAYBa.ELINE (APPROX. LOC.) _ I 4x2 /� APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER.
SEE INSERT"B" / ) i TOTAL NUMBER OF LINES: 2 MR ♦ * \� B 10YR 5/6
_ PROPOSED 12.5'x 72' TOTAL LEACHING AREA: 900.0 SQ.FT. �'- c�' '' . ` • •''r, 32" 11.53' 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE
PROPOSED DISTRIBUTION BOX
' LEACHING FIELD d, r f '�{ EACHIN D TOTAL LEACHING CAPACITY: 666.0 GAL./DAY • �� �� c ! MADE WATERTIGHT.
j ��
<:: ....... PROPOSED REMOVE 8L REPLACE _r_ - -� � .` - - ,,/� , .`,
(" -- `, ' II Medium Sand 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
UNSUITABLE MATERIAL I E 1 'i 12x6 ,� .a� �t1 1 1 �'. C-1
j N 7&% t 116 ft • ` 2.5Y 6/4 ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH
_ = COLEANOILS COARSIE SAND / �' ' �, : CONSTRUCT SWALE TO PREVENT WATER 11 �� Ip f . ,, ti 50" 10.03'
( � I DETERMINATION FROM APPROPRIATE AUTHORITY.
EDGE OF 100' I .:.�` -` RUNOFF ONTO NEIGHBORS PROPERTY DOSING 8c STORAGE REQUIREMENTS • 11 lUj Perc _ 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
WETLAND OFFSET 8.53'
:,y�` 3 68 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
� �v (� ,ate •- Mottling 72"
PROPOSED HAYBALE LINE DESIGN FLOW: 660 GPD ,` ,• l �x a g @
72 8.20' THEY SHALL BE WITHSTAND H-20 LOADING.
{ DOSING REQUIRED: 4 CYCLES /DAY • t C-2 7.5 YR 5/6 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND
MAP 138 .\,O Q' I ,��'� I 660 GPD/4 = 165 GAUCYCLE �� I'�' 'i" '
y
LOT 26 �� ,e, _--• I I Fine Sand FINES.
N/F CONATHAN A0 X ^(p\ i 203 WET 204 I 14 PROPOSED DISTRIBUTION BOX • ' r�
_ USE r.--'" 2.5Y 6/3 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND
_ 0' 202 I D STANCOE REQUIRED BELTWEENA UMP ON AND �~
B O� I
I � UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF
PROVIDE 4 FT MIN COVER OVER '� LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
'►, J _ � .. .. .. .. .. .. .. .. .. .. PROPOSED 2" SCH.40 FM PUMP OFF FLOATS: No Groundwater ,
SEWER PIPE DOWN TO PUMP ' I _- ______ 128 3.53 COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN
CHAMBER(APPROX.315 FT) L6 165 GAL PER CYCLE / 250 GAUFT = 0.66 FT/CYCLE ACCORDANCE WITH 310 CMR 15.255(3).
4� WET 201 INSERT "B" (USE 0.75'TO PROVIDE FOR 20 GALLONS OF BACKFLOW) U S G S LOCUS
15- CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
I WET2" WET1 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
° / SCALE: 1"=20' STORAGE REQUIRED ABOVE WORKING LEVEL:660 GAL. SCALE: 1" = 1000'
WET101 ET3 / STORAGE PROVIDED ABOVE WORKING LEVEL:687 GAL. 16. PROPOSED PROJECT IS LOCATED WITHIN:
1 / PROPOSED 2"SCH.40 FM f ' `
( ENCASED IN 4"SCH.a0 PVC EDGE OF 100'WETLAND OFFSET' '�� GARAGE ; 6� Z�N INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE ASSESSORS MAP 138 PARCEL 25
RESERVED FOR
MADE WATERTIGHT. WIRE PUMP AND FLOATS BOARD OF HEALTH USE OWNER OF RECORD: MARY M. MADDEN
! / AS SHOWN(APPROXIMATELY I X \ TO SIMPLEX CONTROL PANEL No. 1-CC2
ET4 345 LINEAR FEET). EXISTING E/T/C TO BE ASL ADDRESS: 439 SEA VIEW AVE
RELOCATED IF NECESSARY GAS METER WET1$ NEMA-1 MFG. HOOVER INSTRUMENTS.
I S -PROPOSED HAYBALE LINE I LP TO WETLANDS ��� I / \ NEMA 4 JUNCTION BOX CORROSION RESISTANT HOISTING CABLE 7 x 19 STAINLESS STEEL OSTERVILLE, MA
( /1 EXISTING LEACHING PIT TO BE PUMPED 6 80.6 & LIQUID TIGHT CABLE CONNECTORS 1/8"DIA./ 1,760 LB. STRENGTH FEMA FLOOD ZONE B,Al(EL 13), and V17(EL 16)
AND FILLED WITH CLEAN SAND 2 7� TO WETLANDS i SUPPORTED CONNECTORS SUPPORTED BY 1-1/4" AS SHOWN ON COMMUNITY PANEL# 250001 0016 D
PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH.80 PVC
I ( o Z \0 1 /� X\ 17. PLAN. L.C. PLAN REFERENCE:748-L (BOOK 13, PAGE 28)
WET5 PROPOSED 1000 9'i O O /
GEORGE FISHER CO- MODEL NO. 560
I X GAL.PUMP CHAMBER 6 1 \ / 3" 2"'SCH.40 TO D-BOX 8. DEED REFERENCE:
" . 0r 1. DOCUMENT#907143, CERTIFICATE#168302
DGE OF �,� O POOL DECK I CD2
1 WETLANDS PROPOSED 1500 { AREA x = o
EDGE OF WETLANDS { �- 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
GAL. SEPTIC TANK { x I I` _ ti OLD PRECAST TANK WITH RUBBER
xp { \ ALARM ON
N GASKET FOR INLET AND OUTLET 20. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS TO BE USED ONLY
WET6 x 6\ UMP
ON KNOCKOUTS. INSTALLER TO ALSO USE FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
MAP 138 I MAP 138 MAP 138 EXISTING 1000 GALLON SEPTIC TANK TO \ >< HYDRAULIC CEMENT AT JOINTS TO ENSURE FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
LOT33 X I I LOT25 LOT24 BE UTILIZED AS PART AS THIS DESIGN (NO 7 #439 { PUMP
N/F WHEELER x J ti ' f 46,609 S.F.± N/F MAGINN T x MONOLITHIC TANK WATER TIGHTNESS. 21. IN ACCORDANCE WITH 310 CMR 15.401-15.404 THE FOLLOWING LOCAL UPGRADE
CREDIT FOR STORAGE ORAGE IS TAKEN EXISTING
{ = (1.07 AC) ) \ APPROVAL IS REQUESTED:
x I
6-BEDROOM x 2"SCH. 40 TEE w/CLEAN-OUT CAP
(2)WIDE ANGLE CONTROL FLOATS (1.) A 7.3'VARIANCE(10'-2.7')FOR THE SETBACK FROM THE EXISTING WATER SERVICE
/ EXISTING WATER SERVICE LINE TO BE DWELLING x o to
i WET7 " CD3 K (BARNES 073618) � N 2" BALL CHECK VALVE SCH. 80 PVC 100 LINE TO THE PROPOSED 1500 GALLON SEPTIC TANK.
ENCASED IN PROPOSED 4 SCH. 40 PVC AS { \ TOF=7.0± 8
\ SHOWN (APPROXIMATELY 60 LINEAR FEET) x \ i `` 1: PUMP ON/OFF 120 ACTIVATION o P.S.I. FLOWMATIC MODEL No. 208S 22. THE FOLLOWING LOCAL VARIANCES ARE REQUESTED:
x 2: ALARM ACTIVATION 1/4"WEEP HOLE IN DISCHARGE PIPE
WET108 1� �% �� X �'- --z { (1.) A 9.1'VARIANCE(100'-90.9') FROM THE MINIMUM SETBACK OF 100'FROM THE
�� { x 2"SCH.40 PVC DISCHARGE PIPE PROPOSED SEPTIC TANK TO THE WETLANDS.
i 1 ft8 x ' I R E NOTE: PROVIDE A 1000 GALLON MONOLITHIC ,
I v wET9 I I -/0 TANK. TANK TO BE WATERTIGHT CERTIFIED BY BARNES SE774L PUMP, 0.75 H.P., 120 V, 1750 (2.) A 19.5'VARIANCE (100 -80.5) FROM THE MINIMUM SETBACK OF 100' FROM THE
z x PROPOSED PUMP CHAMBER TO THE WETLANDS.
O x I 1 MANUFACTURER(ACME PRECAST OR RPM, 2" DISCHARGE PASSING 2"SOLIDS
WET109 � -% I 1 03-01-05 MCP JLC ADDED DIMENSIONS
B M #2 WET'° OD x / ARROVED EQUAL). (IMP. DIA. 5.62")OR EQUAL
`'' Z REV. DATE BY APP'D. DESCRIPTION
Nail in Wood \ c�i, o 0.
Fence Post �3 �, -EXIST. FLAG POLE �o / 1000 GALLON PUMP CHAMBER
Elev. -6.60 WET„ EXIST. RET. WALL PROPOSED SEPTIC SYSTEM UPGRADE
1929 N.G.V.D. CD4 BUOYANCY CALCULATIONS PREPARED FOR:
W CD --e -e- LEGEND MARY M. MADDEN
m CD6 EDGE OF COASTAL DUNE CD5 1000 GALLON PUMP CHAMBER:
- 50- - EXISTING CONTOUR HIGH GROUNDWATER EL-=8.20'
EDGE OF too WETLAND OFFSET ��' �pS GE / �� \\ LOCATED AT
� 50 PROPOSED SPOT GRADE BOTTOM OF PUMP CHAMBER EL. _-2.25
EXISTING Ei VC TO BE - WET19\ INSERT "A„ WATER DISPLACED=5.58'x 8.5'x 4.83'=229.1 C.F.
RELOCATED IF NECESSARY ---� GAS METER
0� x x_ � 0 PROPOSED CONTOUR WEIGHT OF DISPLACED WATER=229.1 C.F. x 62.4 LB/C.F. = 14,295 LBS 439 SEAVIEW AVE
EXISTING LEACHING PIT TO BE PUMPED \ SCALE: 1 =20
AND FILLED WITH CLEAN SAND 27 ,o,,,E,u„� i WEIGHT OF 1000 GAL. PUMP CHAMBER=8,300 LBS OSTERVILLE, MA 02655
PROPOSED 1000 .4 G 10-1 '' I� WET,3 E/'I /C - EXISTING UNDERGROUND UTILITIES WEIGHT OF SOIL=5.58'x 8.5'x 2.95'= 139.9 C.F. x 110 LB/C.F. = 15,391 LBS
GAL.PUMP CHAMBER ,, i -�• �I� WEIGHT OF SEPTIC TANK +WEIGHT OF SOIL=8,300+ 15,391 =23,691 LBS
POOL I DECK ( \ ✓;,,
PROPOSED
AL..SEPTICTANK AREA X / - ❑/H/W -- EXISTING OVERHEAD UTILITIES 23,691 LBS> 14,295 LBS (ACCEPTABLE) SCALE: AS NOTED DATE: JANUARY 11, 2005
tXI3TING,OW GALLON SEPTIC TANK TO
\� . PROP. 2"SOLID SCH.40 PVC FORCE MAIN �k •® �A",-. .�
BE UTILIZED AS PART AS THIS DESIGN(NO I #439
SEE INSERT"A" " W --- - EXISTING WATERLINE 1500 GALLON SEPTIC TANK: t ��,,iN i
CREDIT FOR STORAGE IS TAKEN' ' 6\ EXISTING
i / PROP.4 PERFORATED SCH. 40 PVC PIPE HIGH GROUNDWATER EL.=8.20' J PREPARED BY:
EXISTING WATER SERVICE LINE TO BE DWELLING x _--._. ,
ENCASED IN PROPOSED 4'SCH.40 PVC AS x \ TOE=T.o': e " EXISTING GASLINE CH G"iL Il.i.
GAS BOTTOM OF SEPTIC TANK EL- _-1.50
SHOWN(APPROXIMATELY BO LINEAR FEET) I \ \ i x �/ x ,_ N0 dl£.'l17 JC ENGINEERING, INC.
PROP.4 SOLID SCH 40 PVC PIPE WATER DISPLACED=5.58 x 10.5 x 5.67 =332.2 C.F.
" 10 / NOTE: TEST PIT LOCATION WEIGHT OF DISPLACED WATER= 332.2 C.F. x 62.4 LB/C.F. =20,730 LBS 'c s1r�' 2854 CRANBERRY HIGHWAY
I 1.) EXISTING IRRIGATION SYSTEM NOT SHOWN ON THIS O O PROPOSED 1500 GALLON SEPTIC TANK O p EXISTING 1000 GALLON SEPTIC TANK WEIGHT OF 1500 GAL. SEPTIC TANK= 12,000 LBS , EAST WAREHAM MA 02538
- / SITE PLAN PLAN. CONTRACTOR SHALL LOCATE IRRIGATION PRIOR TO WEIGHT OF SOIL=5.58'x 10.5'x 2.9'= 169.9 C.F. x 110 LB/C.F. = 18,690 LBS '
o-EXIST.FLAG POLE / x= , COMMENCING WORK. WEIGHT OF SEPTIC TANK+WEIGHT OF SOIL= 12,000+ 18,690=30,690 LBS --~'" � ,, 508.273.0377
EXIST.BET.WALL �_.,, SCALE. 1 4U
�DGESFCSASDUTE Cpg 2.)WETLANDS FLAGGED BY HORSLEY&WITTEN GROUP. O O PROPOSED 1000 GALLON PUMP CHAMBER ❑ PROPOSED DISTRIBUTION BOX 30,690 LBS > 20,730 LBS (ACCEPTABLE) j
' Drawn B MCP Designed B MCP Checked B JLC JOB No.758
l�lU Y 9 Y Y