HomeMy WebLinkAbout0037 CHADWICK AVENUE - Health 37 CHADWICK AVE
CENTERVILLE
A=246-067
a
SMEAD
KUPING YO" ORGANI717'
No. 12534
2-153LOR
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No. Alf_ � I Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Disposal *pstrm ConstCUttioll Permit
Application for a Permit to Construct( ) Repair( ) Upgrade(1 Abandon( ) Complete System ❑Individual Components
Location Address or Lot No.;3 'c.KA/en vw„ Owner's Name,Address,and Tel.No.4,§0-�qS- 06 94-
r /14A,rc MQreh;el l3a AJ
Assessor's Map/Parcel 7�`Z`�(i, ,��IIJYI M A p t=?
Installer's Name,Address,and Tel.No.3? g-�°)(- y.379 Designer's Name,Address,and Tel.No. ;.rov.,4W-531 3
boa fat , Can�trcx.�-�csn:�� gSX4,-JL4rYRJ tn3are_r_r'1
f-o °dlsMA O*aG ro N I 0?e-yy
Type of Building:
Dwelling No.of Bedrooms Lot Size f�i 500 s sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3.3o gpd Design flow provided 332- V gpd
Plan Date .75 /I Number of sheets n3 Revision Date
Title 8' i en1 J
Size of Septic Tank &WType of S.A.S. l x 38 a(eet Aun ill¢//� 9-"a
Description of Soil�11
Nature of Repairs or Alterations(Answer when applicable)
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 C I and o place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date
Application Approved by ( Date
Application Disapproved by Date
for the following reasons
Permit No.
�Q G] l�� Date Issued ���.�
'r a
'%10 0
t r b
No.dC _ _ Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
appuration for mispoBaf 6pstem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade(/') Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. `'� Owner's Name,Address,and Tel.No.(.S O-�C/$- 04;56
39(2 lue W 1 ,4 fj Ile
MQ rc M arch i eI 13Q plc)
Assessor's Map/Parcelay¢,-ULp7 `)1`L-� MA w 1 �.
Installer's Name,Address,and Tel.No._5b8-"I- 5399 Designer's Name,Address,and Tel.No. S"a&',4'y)_ 5313
(3or bl�ti. Cons�ruc.4,'csi\,�c �,(S��5€ns R� Cn�j;,�ecri ' t,JvrKs ,=19L• 12 w.crbss�,�el��.
J':-Ord2s A 1W A.4 il
Type of Building:
' Dwelling No.of Bedrooms Lot Size s .ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ?.�139,S/ gpd
Plan Date�J. S Number of sheets -3 :Revision Date
Title ) t� a' i , o 4it rt 4 7k-
Size of Septic Tank �,�, f „I</�ice-r_O'Type-of S.A.S. /2 x 3fic�,� �1 �,. a /�Ja
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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 no place the system in operation until a Certificate of
C mplia`rice has been issued by this Board of Health.
Signed _ Date
f
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No..),A 1 !1 Date Issued
43------------------------------------------------------------------ -------- ---- ------------------------------------------
�.
F, THE COMMONWEALTH OF MASSACHUSETTS
1j.1 BARNSTABLE,MASSACHUSETTS
ll
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(� )
r Abandoned( )by
at. 49 (7t rT&, /y,�� ' J� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit N dated
Y`
Installer s ff 1�-�4 r=�{-Y614 L,�4 1_,•u , Designer l-1_ L
#bedrooms : Approved desi flo ,' gpd
The issuance of this ern it shall not be construed as a guarantee that the system wi funct s designe .
Date i01 ,e Inspector /
----------------------------------------------------------------------------------------------------------------------------------------
No. ,� — ( Fee r
THE COMMONWEALTH OF MASSACHUSETTS `
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal .6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade(✓) Abandon( )
Systemlocatedat 39 C,64)iA< &Net e_n �e -Li
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.
Date S _I Approved by NI
SEP-20-2019 03:04 From: To:15087906304 Page:1,11
Town of B arnsttabJe
Regulatory Services
• o�nnsrbtrt, e
Richard V.Sca'li,interim Director
.M
'�' Public Health Division
W.M.
�M % Thotu:ts McKean, Director
200 11?aitr Stt•eet,Iiyannis,MA 026DI
Office: SOS-862-r1644 F xx 508-790:fi3nrl
Installer&Designer Certification Form
Date: q I l°l 1rA C�ner.: Sewa •e Permit-, 0OIY-oZ7
1`1 ASSESSor'S MSp\P;lrccl 24 C0
1.)csi� �1•-�2-Q (`� (
o j►'K I11staller:
Address: i2 b>J C!zs�`e/c/ 2d_ address: S IhCA +c---120,
1iZ.-es hala�'e Al A 6 z 69 l tjkgrs-�r�,s �`JI%I\s Jul I4
oat as' ¢ Z(.
(date) (insta&r)
. as issuc(l a permit to install a
septic systo.m at "7 C�a�ttii�Cr� 4-,,c_ based on a design drawn by
(address)
Jk< dated 512 `t�
(designer) �.
1 certify that the septic systerri referenced above was installed substantially aceordihe; to
the design, which 'rriay include minor approved changes Such as lateral relocation of the
distribution boa and/or septic tank. Strip out (if requiredt) was in;,petted and the' soils
Were found satisfactory.
I certify that the stplic system It-fi renecd above was installed with tmjor changes (i:e.
greater than 10' lateral relocation of the SAS or any vertical relocatioil of any cornporlent
of the septic system)but in accordance with State & Loct:l.Reaulegions. Plan revision or
certified as-built by designer to follow. Strip out(if required) vas inspected and.the soils
were found satisfactory.
I ccrti.f-y that teu, refercticed above was constructed iti P with the tenns
of the T ,ppr Mletters(if applicable) M
PESEfiT.
McENTEE ,
ns aUer's Signature) CN��
Np•W09
t.
(L)esign -'s Signature) (Art1x Design ere
PLI ASI,; RETURN TO BAItNS'TABLr& K.101,I4t HEAI.?N bIVIS'10N. CERTIFICA11;
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH ,THTS FORM AND AS-
BUILT CARD ARE RECEIVED EY 7'HF BARNS1Ai3Lc PUBLIC HEALTTI 'UIV1S10N-
•1 HANK VOU.
tl:;Sd•tir:,:rc�if ncr C'ertifit nlion!putt hcv$.Id•I..'U,x
Enpineera note:'I'!Is cortiiicslion is IimItCO to an ae,bulk inrpeelien of systcm compone is ar.i rstalled prior to b•a(arlill.T.no
c;lpltiecr did not supsry so eonslruction of the Ey.".te h-rtie installer 36aWne6 responsibility for all nateitale,tvo,kman;;hip,beckfilllno
to cptislticd.Arades wish prover cumpao6on and seniny riaetnhwvom as shown on the deglgn plz,n.
TOWN OF BARNSTABLE
LOCATION A1Jt,7- SEWAGE
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. •G, (. -��77-71.43!"�
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) p .�_ (size)
NO.OF BEDROOMS v
OWNER
PERMIT DATE: —8 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) '70 Feet
FURNISHED BY 2)CJ_
/E -Z c
1 JA41
0 ® ' 04
I I
Ar
I
1 .
f
TOWN OF BARNSTABLE
LOCATION . 7( 1,a*U j1C1::! A Jc,;- SEWAGE# —4n l!�!J-��
VILLAGE rL !fit . ASSESSOR'S MAP&PARCEL --N4{ -nA,7
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY x .- �'- f •c-L. {� L �_,
LEACHING FACILITY:(type) V 1 en=-h- (size) K ..4!
NO.OF BEDROOMS
i
OWNER I` i
PERMIT DATE: '-? COMPLIANCE DATE: C
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) /O Feet
FURNISHED BY Q
C IS
� �\ � ~t 'i.e.%dU►-A ,�1 '1� ,-��
00
04
ti�-Lvr—
i
Depaic6 pnt of Regvllatory Services
AV
,w ,au, F Publ><c Heath D><v><s><on
tunas. -
i
isJ�. 200Main Street,Hyannis MA 02601
s
.:.. ..
lY
Date Scheduled Time :Fee
Soil Suitability Assessment far Sege its oral
Performed By: �e� '"`�£c^�-2Se � i 'Z Witnessed:By.
HOP
LOCATLON GENERAL INFQRl A
$� TIQN°
,,
Location Address ` -' C� Owne'r's Name
Ad"dre§s 1^l56c/YD I`c�
rya l-sr ..rq_,4 o Z p (�
Assessor's Map/Parcel: Q U7
2 C. Engineer's Name
NEW CONSTRUCTION REPAIR Telephone# 50' —7 -� !o g
Land Us.. 5`�Q i 1�°Q� Slopes(%) 2'—`r Surface Stones
Distanees from: Open Water Body 7 I.aQ ft Possible.Wet Area �/ ft Drinking Water W%II 7lS ft
Drainage Way t°`j ft Property Line ✓5 ft .Other` . ft
SKETCH:'(Streetname,dimensions of lot,exact locations of test°holes&perc tests,Ideate Wetlands?n protimity to%holes)
r.7
ER
IV rn
:
Parent material(geologic) Depth!to Bedrock
0 2�
Depth to Groundwater. Standing Water in Hole: /0 Z fO'F Weeping from PU Paee
Estimated Seasonal High Groundwater !6' 2-/l0 (o r
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: (C-1
DcA Observed standing in obs.hole: in, Depth to soil thottlear In:
Depth to weeping from side of obs.hole: in, Groundwnter.Adlustmcnt ft.
Index Well# _ Reading Date: Index Well loci Adj:fhetor j4'.'G"'—dwater Level,,,m
'2-cl
_ PERCOLATION TESL' Date�..�,
Observation
Hole# I�^ � Tlme at 9"
3�0�y G Z"� CaclllC"13 Time at 6"
Depth of Perc _
Start Pre-soak Time 'Tame(90
4619) ,-
End Pre-soak
Rate MinJInch L 2
Site Suitability Assessment: Site Passed._ Site Failed: Additional testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the,
Barnstable Conservation Division at least one (1)week prior to beginning.
Q:4SEPPICVPRCFORM.DOC
DEEP:OBSERVATIONROLE I,OG Hole#�_
Depth from Soil Horizon Soil Texture Soil''C016r_ Soil Other
Surfece(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders:.
i
l°ya--yi
• , [A S 26. V
DEEP OBSERVATION HOLS"LOG A61e# �—
Depth from: Soil Horizon Soii Texture Soil Color Soil Other
Surfaca.(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.; .
16
DEEP"OBSERVATION HOLE LOG Hole#
lie.pWhoai Soil Horizon Soil Texture Soil.Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure Stones,Boulders.
Consis
DEEP OBSERVATION HOLE IOG Hole#
Depth-from Soil Horizon. Soil Texture Soil.Color Soil Other
Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Flood Insucale Rate 1blan:
Above 500 yearfflood'boundary'"No
WitfYn 500 yearboundary No""°C. Yeses
Wttliin L60year flood boundary No 2& Yes
`
De 'th of I�alturall�"Occurring Pervtous.lVlaterial
Does=at leastfour feet of.naturally'occurrmg pervious matenal exist in all areas:observed throughaue the
area,proposed for the soil absorphgn system? e)
If not,wliaf:is the depth of naturally occurring pervious<material? �_ ..�.
Certification
date I have assed the,sotl evaluator examination a roved b +the
l i (grl'7 pp.. Y
I certify that on ( ) p .
Departmenk of Environmental Protection and that the above analysts was performed by me consistent with
_77
the requtred`'training expertise and:experience desen(ied in 31U CIvlR 15D`17.
Date
• Signature .�.--
Q�SBPTICtI?BRCBORKDOC r
.i4 r
t
jr "� Town of Barnstable
9r ASS. Board of Health
'i679. �0
200 Main Street, Hyannis MA 02601 .
Office: 508;862-4644 Paul J.Canniff,D.M.D.
FAX: 508490-6304 Donald A.Guadagnoli,M.D.
John T.Norman.
F.P.(Thomas)Lee,Alternate
Mr. Peter McEntee, P.E. July 5, 2019
Engineering Works
12 West Crossfield Road
Forestdale, MA 02644
RE: 37 Chadwick Avenue, Centerville A= 246-067
Dear Mr. McEntee,
You are granted variances on behalf of your client, Marc Marchiel, to construct an onsite
sewage disposal system at 37 Chadwick Avenue, Centerville, Massachusetts.
The following variances are granted:
310 CMR 15.405: To construct a soil absorption system five (5) feet away from a
property line, in lieu of the minimum ten (10) feet separation distance
required.
310 CMR 15.405: To construct a soil absorption system three (3) feet away from a slab
foundation, in lieu of the minimum ten (10) feet separation distance
required.
:310 CMR 15.405: To install a soil absorption system four (4) feet above the maximum
adjusted groundwater table, in lieu of the required five (5) feet separation
distance required. -
310 CMR 15.255(5): To reduce the strip-out are to two (2) feet around the perimeter of
the soil absorption system, in lieu of the required five feet.
Section 360-1 of the Town of Barnstable Code: To construct a soil absorption
system seventy (70) feet away from a wetland, in lieu of the minimum one-
hundred (100) feet separation distance required.
Section 360-1 of the Town of Barnstable Code: To install a septic tank seventy-
three (73) feet away from a wetland, in lieu of the minimum one-hundred
(100) feet separation distance required.
Q:\WPFILES\McEntee Marchiel 37 Chadwick Avenue Variances 2019.docx
These. variances are granted with the following conditions:
(1) No more than three (3) 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.
(2) The septic system shall be installed in strict accordance with the engineered
plans dated May 25, 2019.
(3) The designing 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 submitted plans dated May 25,
2019.
Physical constraints at the site severely restrict the location of the septic system due to its
close :proximity to wetlands. The proposed system appears to be designed to meet the
maximum feasible compliance standards contained within the State Environmental Code, Title
V.
Sincerely yours,
P I J. a i , M.
Chairman
Q:\WPFILES\McEntee Marchiel 37 Chadwick Avenue Variances 2019.docx
DATE: l!
■ r
$95.00 FEE*:
+ BARN3TABLE, i �/�e�
MASS. S`g '�
9� i639 ``� Town of Barnstable REC.BY: V
'�Eo nna:•'t a
S CHED.DATE:
JUN 1312019 fAim -22 Board of Health �.
200 Main Street, Hyannis MA 02601.
011ice: 508-862-4644
Paul J.Canniff,D.M.D.
FAX 508-790-6304 Donald A.Guadagnoli,M.D.
Junichi Sawayanagi
VARIANCE REQUEST FORM
LOCATION r
Property Address: '�7 C vtOLd al ol`O4AVI-k (` Q�,:,� i�V44-1
Assessor's Map and Parcel Number: 2` `o o (07 Size of Lot:
Wetlands Within 300 Ft. Yes Business Name: WA
No Subdivision Name: 14 0,1-e csc ems-'
APPLICANT'S NAME: t,/-�/ �C- FEE(' for Phone
Did the owner of the property authorize you to represent him or her? Yes No
PROPERTY OWNER'S NAME CONTACT n PERSON
�
Name: / � eti-C Ka Name: L, c-6-,
{� p� Pe -/
Address: <2Vw-5 nLj)-- W%; i taA ®Z�Q(0"7 Address: GJ� Cres✓SS f�
Phone: 6 d "4?0`V—187S Phone: f 3
EMAIL:
VARIANCE FROM REGULATION oncl.Reg.Code 4) REASON FOR ARIANCE(May attach separate sheet if more space needed)
31 a CAK-/S,4-3 5-6) 0 9 (A 2e snit �e y,e cl
/
Ze
3 to C �L 7 s s If
NATURE OF WORK: House Addition 171 House Renovation Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit first four on list as 5 collated packets.
A. Five(5)copies of the completed variance request form
B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or
secondary treatment unit(S.T.U.).
C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
health@town.barnstable.ma.us
D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic
version.
A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S.
Signed letter stating that the property or business owner authorized you to represent him/her for this request
Applicant must notify abutters 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—Five(5)copies of full menu submitted(for grease trap variance requests only).
Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New
owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an
increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance").
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Paul J.Canniff,Chairman
NOT APPROVED Donald A.Guadagnoli,M.D.
C:\Users\decolIik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4-
2018.docx
Engineering Works, Inc.
12 West Crossfield Road, Forestdale, MA 02644
Tel/Fax(508)477-5313
June 10, 2019
Town of Barnstable
Board of Health
200 Main Street
Hyannis, MA 02601
Re: 37 Chadwick Ave., Centerville, MA (Assessors Map 246, Parcel 067)
Upgrade of a failed soil absorption system
Dear members of the Board:
On behalf of my client, Mr. Marc Marchiel, the following variance requests are being
made for upgrade of a complete septic system.
• 310 CMR 15.405(a)(b)&(h)—CONTENTS OF LOCAL UPGRADE APPROVAL
1. A 5' variance, S.A.S. to property line (side), for a 5' setback.
2. A 7' variance, S.A.S. to garage slab, for a 3' setback.
3. A 1' reduction to the required 5' separation between high groundwater and
bottom of S.A.S., for 4' of separation.
• LOCAL REGULATION Chapter 360, Article 1-Setback Requirements
4. A 27' variance, septic tank to wetland, for a 73' setback.
5. A 30' variance, S.A.S. to wetland, for a 70' setback.
• 310 CMR 15.255(5)—CONSTRUCTION IN FILL
6. Request a 3' reduction to the required 5' stripout boundary, for a 2' stripout
around the perimeter of the proposed S.A.S. Leaching calculations for the
proposed S.A.S. are based on bottom area only.
Variance requests are being made due to site constraints.
Sincerely,
Peter T. McEntee P.E.
Crocker, Sharon
From: Stanton, David
Sent: Friday, June 21, 2019 9:29 AM
To: PETER MCENTEE
Cc: McKean, Thomas; Crocker, Sharon
Subject: 37 Chadwick Ave, Centerville
Good morning Pete,
This e-mail is for the purposes of the Board of Health meeting scheduled for Tuesday June 25`h. 1 know this is not
typical, so don't be alarmed by this e-mail, it is just another format due to an unpredicted leave. Typically the plans are
reviewed by a Health Inspector for the Board of Health Members before a staff meeting,then a staff meeting is held the
Wednesday prior to the Board of Health meeting where the staff goes over the agenda and all of the plans in which any
of the staff makes comments which may be forwarded on to the Board of Health via Tom during the formal
hearing. This week the staff meeting was cancelled due to an unpredicted leave, so a typical staff meeting was not
held. Each Inspector assigned a set of plans to review for the Board of Health was asked to create a list of what
comments would typically be made during,a normal staff meeting and to provide those comments to the design
engineer and to Cc: Tom and Sharon.
rld a secondary treatment unit be provided due to the reductions in setbacks to wetlands, ground water, property
d\or foundation?
e liner being proposed less than 5'to a property line considered a "component" by the Board of Health? On a side
ete, I know it is not per Title V, however in the past, the Board has considered parts of the septic system like this a
nent, such as retaining walls, etc. with liners. They may not in the instance, however, it is a typical question that
arise during a staff meeting.
estions, please let me know and I will try to get back to you before the Board of Health meeting.
you,
W. Stanton, RS
Health Inspector
Town of Barnstable
200 Main Street
Hyannis, MA 02601
Direct phone: (508) 862-4647
Health Dept. phone: (508) 862-4644
Health Dept. fax (508) 790-6304
2�
1
Engine' ering Works, Inc.
12 West GrossfWd Road, Forestdale, MA 02644
Tel/Fax (508) 477-5313
May 11 , 2019
Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
Re: 37 Chadwick Ave., Centerville, MA, (Parcel ID: 246-067), Title 5 Septic Upgrade
Representation Authorization
Dear Board members:
We hereby authorize Peter McEntee PE to represent my interests for the subject
project.
Maryam Asgari & Marc Marciel —Owners
W Val 1
/741
Town of Ba.> >cas ble P
' Department of Regulatory Services
F Public.Health Division Date '
rs..
i6=9 200 Main Street Hyarinis MA 02601
ihlltt.A
Date:Sctleduled l Time_ Fee Pd.
�d�
Soil Suitability Assessment for Sew e as oral t
Performed 13y: .�1-e.� (�-�•.�-esz S��i 5�12 Witnessed By:
�•,.�' � �
/LOC/ATION '.GENERAL INFQRII�IA;TIQN,
LoCation:Address 37 caw C , Owner's Name
Carr-�'�lte Adds:
..lAssessoes-Mapiparcei: 2Ll t,— Q Qv 7 Engineer's Name
NEW.COIMM, UCTION REPAIR 9'- Telephone# 5 2 _� -7 g
Land Use F4-5'f Ir Slopes(%) 2' Surface Stones °
t
Distances:from: Open Water Body ft Possible Wet Area 1 4f• ft Drinking Water W6117�
Drainage Way 1°" ft Property line ✓ i U ft Other
SKETCH:(Street name,dimensions of IoG exact locations of test holes&pert tests,locate wetlands fn:proximity to:tidies)
ZD
„S, ..�
r
J
�1 Parent material(geologic) cJ J i-`'"w t` ^�
` Depth t0 Bodmek.
Depth.to Groundwater. Standing Water in Hole: / Z/f o F Weeping from pit Face
Estimated Seasonal High Groundwater Co '
DETERNUNATION FOR SEASONAL HIGH WATER TABLE
Method Used: (k� f cti
De
pth Observed standing in obs.hole: in. Depth to solI:mottlet:
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
1ndex.We1I.#A4jjA2 Reading Date: Index Well loci A",q �„ Adj,factor a�� Aij.drouildwater Levnl,,,,p
Z �e ` T.
PERCOLATION TEST nay . TWX
Observation i�_ •� '
Hole# Time at 9"
Depth of P= 361 lU G Z'+ Time at 6"
Start Pre-soak Time® �^ ( S '`''r. 'Mme(9"-6')
End Pre-soak
Rate Min/lacfi ' 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:\SEPTICIPERCFORM.DOC
DEEP.OBSERVATYON HOLE LOG
Depth from Soil Horizon Soil Texture. Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottlln"g (Structure,Stones;.Boulders:
o �� s i.4A-fx.�
S
l,S i01(ZS/4
DEED0' tlbN HOLE LOG Hole# r't_
Depthfroni. Soil Horizon Soil Texture Soil Color Soil Other
Surfaceda-) (USDA) (Munsell) Mottling (Structure,Stones Boulders.,
Consistency,*Orawh
toyylL.
L..s to Ia. 5/
DEEP OBSERVATIONHOLE`LOG Hole#
Depth`from Soil Horizon Soil Texture Soil-Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consittena.
DEEP OBSERVATION HOLE`LOG Hole#
Depthfibm Soil Horizon. Soil Texture SoiiColor Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:"Roulders.
Con§istcncxq
Flood!:irtstirattee Rate Man: "
Abave500yeatttood'Lound No
My
WiilIn 500 year'twundary No °C Yes .
Within loo year flood boundary No Yes
Deutli of Naturally Occurring Pervious Material
Does at.least four feet of naturally occurring pervious imatenal exist in all areas.observed throughout the .
area.proposed'for the:soil absorption system? e�
If..not;what is the depth of'naturally occurring pervious material?
Certification 11 (rfq'�
I certify that on. (date}L.have passed the"soil evaluator examination approved>�y the
Department of Environmental Protection and that the above analysis was performed by me consistent with •'
the"regwred°training;.expertise=and experience described".in 310 CIVIIt 15017.
Signature
� �.. Date S . Z( 13
Q�SLP rIM—jaRCBORM.DOC
Town of Barnstable Geographic Information System June 10,2019
246179 13
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DISCLAIMERS:This map is for planning purposes only. it is not adequate for legal Map:246 Parcel:067 Board of Health Title V Septic Variance Selected Parcel
boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located
1'=100'may not meet established map accuracy standards. The parcel lines on this map w E
are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters
boundaries and do not represent accurate relationships to physical features on the map ✓/
such as building locations. Buffer ✓�F'�t
41
6/10/2019 AbutterReport
Board of Health Title V Septic Variance Abutter List for Map
& Parcel(s): '246067'
Direct abutters (no set distance) and the properties located across the street.
Total Count: 6 close
Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed
CityStateZip
246057 COSKIE,JOSEPH R 2 BLACKTHORN SHREWSBURY, 23360/163
JR&AMYL ROAD MA 01545
JOSEPHINE HOWDY
246065001 HOWDY, DECLARATION OF 21 CUNNINGHAM ,MA 9261/70
JOSEPHINETR TRUST RD 02026 2026
MEHREZ,ISAAC O THE HENRI
246066 AND MEHREZ, MANUELA, MEHREZ LIVING 87 EERMAN 02178BELMO T,MA 30818/200
GISELE & MANUELA TRS TRUST STREET 02178
%MARCHIEL,MARC
BARONE 132 BEVERLY CHESTNUT 3091/116
246067 &ASGARI MARYAM
CONSTANCE TRS � ROAD HILL,MA 02467
246068 OSBORN,VIRGILC 25CHADWICK HYANNIS,MA 13732/318
AVENUE 02601
SANFORD, THOMAS W 528 CRAIGVILLE CENTERVILLE,
246071 CHRISTOPHERT SANFORD JR IRREV BEACH ROAD MA 02632 30962/327
TR TRUST
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. If a certified list of abutters is required, contact the Assessing
Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 6/10/2019 .
http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.asp)Cltype=BOH 1/1
Engineering Works, Inc.
12 West Crossfield Road, Forestdale, MA 02644
Tel/Fax(508)477-5313
June 10, 2019
Re: 37 Chadwick Ave., Centerville, MA (Assessors Map 246, Parcel 067)
Upgrade of a complete system
Dear Sir/Mam:
Please be advised that an application for variances from the Massachusetts Department
of Environmental Protection, Title 5, and Local Regulations have been submitted to the
Barnstable Health Department for approval. The following variances are being
requested:
• 310 CMR 15.405(a)(b)&(h)— CONTENTS OF LOCAL UPGRADE APPROVAL
1. A 5' variance, S.A.S. to property line (side), for a 5' setback.
2. A 7' variance, S.A.S. to garage slab, for a 3' setback.
3. A 1' reduction to the required 5' separation between high groundwater and
bottom of S.A.S., for 4' of separation.
• LOCAL REGULATION Chapter 360, Article 1-Setback Requirements
4. A 27' variance, septic tank to wetland, for a 73' setback.
5. A 30' variance, S.A.S. to wetland, for a 70' setback.
• 310 CMR 15.255(5)—CONSTRUCTION IN FILL
6. Request a 3' reduction to the required 5' stripout boundary, for a 2' stripout
around the perimeter of the proposed S.A.S. Leaching calculations for the
proposed S.A.S. are based on bottom area only.
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.
A public hearing will be held; to discuss the proposed work, on Tuesday, June 25, 2019,
at 3:00 p.m. The hearing will be held at the following location:
Town Hall Hearing Room —2"d floor
367 Main Street, Hyannis, MA
in erely,
Peter T. McEntee P.E.
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3. A. Signature
• Print your name and address on the reverse X Agent
so that we can return the card to you. -- ❑Addressee
■ Attach this card to the back of the mailpiece, ` B,r ei by(Printed Name) C. Date of Delivery
or on the front if space permits. a+
1. Article Addressed to: z Is deliver d,�iress different from item 1? ❑Yes
- - - -- -—— - - - a1f YES;a delivery address below: ❑No
r
Prop ID:246066
I MEHREZ,ISAAC O AND MEHREZ,
I� MCSHANE,MANUELA TRS
THE HENRI MEHREZ LIVING TRUST
87 SHERMAN STREET
BELMONT,MA dZPP q
----- — -- - ---- - -o�l ---% 3. Service Type ❑Priority Mail Express@
❑Adult Signature ❑Registered Mail R
❑Adult Signature Restricted Delivery ❑Registered Mail Restricted
$Certified Mail® Delivery
9590 9402 4784 8344 0952 26 ❑Certified Mail Restricted Delivery ❑Return Receipt for
❑Collect on Delivery Merchandise
_2._Ar'cle Number(Transfer from service labe ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation""'
- --� --------- Mail ❑Signature Confirmation
7 D] 8 113 0. D D 0 0 0486,4122 IMall Restricted Delivery Restricted Delivery100)
I
PS Form 3811,July 2015 PSN 7530-02-000-9053 e Domestic Return Receipt
USPS TRACKING#
First-Class Mail
Postage&Fees Paid
USPS
Permit No.G-10
9590 9402 4784 8344 0952 26
United States •Sender:Please print your name,address,and ZIP+4®in this box*
Postal Service
Engineering works, Inc.
12 West Crossfield Road
Forestdale, MA 02644
I
I
I
I
I
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StND OMPLETE THIS SECTION. • • ON DELIVERY,
■ Complete items'-I"",2,4,and 3. A. Signat
■. Print yournamean&address on the reverse X ❑Agent
so that we can return the card to you. ❑Addressee
■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery
or on the front if space permits.
1. Article Addressed to: D. Is delivery address different from item 17 ❑Yes
r If YES,enter delivery address below: ❑ No
Prop ID:246067 A}`
BARONE,CONSTANCE w
%MARCHIEL,MARC&ASGARI,
132 BEVERLY ROAD
CHESTNUT HILL,MA 02467
3..Service Type ❑Priority Mail Express®
II I'I�III Iill III I it III II II I I III i I III II IIIII III ❑Adult Signature ❑Registered Mail
❑ R Adult Signature Restricted Delivery ❑Registered Mail Restricted
ibcertified Mail® Delivery
9590 9402 4784 8344 0951 96 ❑Certified Mail Restricted Delivery ❑Return Receipt for
❑Collect on Delivery Merchandise
2. Article_Number_(transfer from service lat�el)--_____.__.O Collect on Delivery Restricted Delivery Signature ContirmationTm
ail O Signature Confirmation
7018 1130 0000 0486 4092 Pail Restricted Delivery Restricted Delivery
1 I
PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 11
,I
USPS TRACKING#
First-Class Mail
Postage&Fees Paid
USPS
I Permit No.G-10
I
9590 9402 4784 8344 0951 96
I
United States •Sender:Please print your name,address,and ZIP+4®in this box•
Postal Service _
,Engineering Works, Inc.
12 West Crossfield Road
orestdale, MA 02644
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r on the front if space permits. L�qeoz V
1. Article Addressed to: D. Is delivery address different from item 1? Ye
;. If YES,enter delivery address below: ❑No
Prop ID:246068
i.OSBORN,VIRGIL C
' 'CHADWICK AVENUE
FJ.YANNIS,MA 02601
� I
X , I
Service Type ❑Priority Mail Express@
III�IIIII IIII IIIIII IIl�iilll IIIII II IIII III i III ❑Adult Signature ❑Registered MailTM
❑ R Adult Signature Restricted Delivery ❑Registered Mail Restricted!
fa£ertified Mail@ Delivery
9590 9402 4784 8344 0952 57 ❑Certified Mail Restricted Delivery ❑Return Receipt for
❑Collect on Delivery Merchandise
2.-Article Number_61ransfer from,service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM
`t` —red Mail ❑Signature Confirmation
i 7 918 '113 0 MUG 0 0 .�4 B 6 414 6 red Mail Restricted Delivery„; Restricted Delivery
II •r$500
PS Form 3811,July 2015 PSN 7530-02-000-9053 4�?,oi—i; ;,Domestic Return Receipt
USPS TRACIUNG#
_ First-Class Mail
Postage&Fees Paid
USPS
Permit No.G-10
9590 9402 4784 8344 0952 57
United States •Sendet:Please print your name,address,and ZIP+4®in this box*
Postal Service
Engineering Works, Inc.
12 West Crossfield Road
Forestdale, MA 02644
I
p
f _.
• • COMPLETE THIS SECTION.ON.DELIVERY
■ Complete items 1�2,and 3. A. Si tuie r
■ Print your name and address on the reverse X / ❑Agent
-so that we can return the card to you. ❑Addressee
■ Attach this card to the back of the mailpiece, Ef Received by(Printed Name) G. ate 6f Delivery
or on the front if space permits. a
1. Article Addressed to: D. Is delivery address different from ite ❑Yes
If YES,enter delivery address below: ❑No
Prop ID:246065001
tIOWDY,JOSEP.HINE TR
} JOSEPHINE HOWDY DECLARATION
21 CUNNINGHAM RD
DEDHAM MA.02026
-- — T'— 3. Service Type ❑Priority Mail Express®
II I IIIIiI IIII III III III II II I I III i I II II II III III ❑Adult Signature ❑Registered Mailr
❑ R
❑Adult Signature Restricted Delivery Registered Mail estrictec
B Certified Mail® Delivery
9590 94U2.47.8'4`8344 0952 19 ❑Certified Mail Restricted Delivery ❑Return Receipt for
❑Collect on Delivery Merchandise
9 Artirle_Number fTransf@r from serv(ce label)-- ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM
A Mail ❑Signature Confirmation
0 4 86 7,5 id mail Restricted Delivery Restricted Delivery
t li 11 QA r
PS Form 3811,July 201-5 PSN 7530-02-000-9053 r. Domestic Return Receipt
lUSP Mj7RA,�tCI�dG# .._..
> First-Class Mail
I Postage&Fees Paid
i USPS
I l.. Permit No.G-10 }
9590 9402 4784 834.4 0952 19
United States •Sendet:Please print your name,address,and ZIP+4®in this box•
Postal Service
Engineering Forks, Inc.
12 West Crossfield Road `
orestdale, MA 02644
w
&COSKIAM H RJR LEGEND N
MAP 246PARCEL 057 PRISCILLA
Benchmark-2 HOWDY, JOSEPHINE TRS
MAP 246 PARCEL 065 001 - 14 -- EXISTING CONTOUR o
MAGNETIC NAIL SET LANE x 14.32 EXISTING SPOT GRADE °
EL.=14.00 Chr� 12 PROPOSED CONTOUR Wy o 0
PROPOSED SPOT GRADE
C• �Q -W- EXISTING WATER SERVICE " h
15,37 ` �� -G- EXISTING GAS SERVICE = Chadwick
Ci FO9e of 11.95 - e.H.w OVERHEAD WIRES - Ro d ,
LOCUS Croigville Beoc
Q. PO�e } 14.00 DHM Benchmark- 1 WETLAND FLAG a o
`O `� 2 WA TER SHU T OFF �'
UP/481/2 01 11,99�' 2 WETLAND SYMBOL
15.73 cu 3,07 EL.=12.45
Y Y,WIRE 11,/7 1� TEST PIT G,,ee� Dune v < v
15,96 15,77 • 1 13.13'` 13,38 PROPOSED SEPTIC TANK/1 LOCUS MAP
GUYWIRE/ABUT I014,271 G� PUMP CHAMBER H-20 NOT TO SCALE
1 ,
I X\:'PAVED m �6, 1 R=30.00 X
S
o, a, • :DRIVE• N I E• 10„ ' A=6.57'
_ o Q / : '' P� E f GENERAL NOTES:
ro_ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
i T� 8.V W- <n D .� �.• /� 73, WF-1 BOARD OF HEALTH AND THE DESIGN ENGINEER.
•/ �.'7 /;' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
GO JL
".:.,.•Q:^��"� I I (J I ' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
• „{ 95 / LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
84 -310 CMR 15.405(1)(a),(b) & (h):
l� %, /'_`..••" ' 1 65 property line
,� r,•� �1<` �' 1) A 5' variance, S.A.S. to p y (side), for a 5' setback.
•/ �!: �13). ' 2) A 7' variance, S.A.S. to garage slab, for a 3' setback.
/ �y 7 3) A V variance to the required 5' separation between maximum
14- :' :4, DECK
..:./ I WF-2 seasonal high groundwater elevation and bottom of S.A.S., for
�' 'a' • DECK ( 7.90
14,20 / /•;.�•` O•f•. / a 4' separation.
STRIPOUT BOUNDARY ,�;'.�•:.. 13.0± 11.22
(SEE NOTE 1 D l!' .I TOF- 1 -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements
a Tpf, P 4
M f. 72 40 1 / 4) A 27' variance, septic tank to wetland,.for a 73' setback.
Mt M GARAGE e / ' 11 JL 5) A 30' variance, S.A.S. to wetlond, for a 70' setback.
INSTALL 40 MIL POLY LINER EXISTING 1• -310 CMR 15.255(5): CONSTRUCTION IN FILL
TOP OF LINER, EL.=12.5 �2' TOF=13.7f 11.0al 1 6) Request a 3' reduction to the required 5' stripout boudary, for a
BOTT. OF LINER, EL.=10.0 11,97 + HOUSE(' ' /) / I' 2' stripout around the perimeter of the SAS. Leaching calculations
i , --- / / MEHREZ, HENRI & for the proposed SAS are based on bottom area only.
tit o WORK�IMIT (Bloc ) ��G6 l I 1 MAPR246 ISAACE� O66
/ I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
h X 11,4 # 1� J ' DESIGN ENGINEER.
OSBORN, VIRGIL C ,N 11.05 d`P� / 7.70 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
MAP 246 PARCEL 068 / G f `0f �� WF_3 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN-x•�,.+,�• 11.11 DECK JP/10Ql • ENGINEER BEFORE CONSTRUCTION CONTINUES.
10.43_____ _ 5. ALL ELEVATIONS BASED ON BARNSTABLE GISt.
••_ S C1�`pQ i • 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
9,95 '. So, =�� �i� .94 ,VO N /�� / JL THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
__ • HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
�^ 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY.
��FFF 0 8. W. CESSPOOL` / OQ�'�,Q `X5 N 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM.
_ 8,58 V ,�\ / �WF-4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
�^ X - - ,� :V / AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
8 33 e°9� ��' `� I �\\,� OF (J4s DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
PETER CONSTRUCTION.
i X 6,14 McENTEE 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE. ALL UNSUITABLE SOILS
X v CIVIL "' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
L 0 T 4 a -5 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
X•' 7.88 \�� No. 3'5109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
7.71 ��\Q,\ ISTF D INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
PARCEL ID. V`.� \ 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING
6.7 6 SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
246 O6 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE
6,51 ®-•�•�• 12 500fSF BORDERING VEGETATEDZ-`� THE STABILITY OF ADJACENT STRUCTURES AND RETAINING WALLS, IF ANY.
WF-11 WF-6 �G i 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
WF-10 •� WETLAND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
WETLAND CONSULTANT > •�, 6'BEdge o /• ExisriNc CESSPOOL PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SABATIA, INC. �` 70000, • WF_g �•� f TO BE PUMPED, FILLED WITH
21 Observatory Ln N ,6. .� 37 CHADWICK AVENUE, CENTERVILLE, MA
Pocosset, MA 02559 4620„ W -7 SAND AND ABANDONED.
(508) 563-5349 �� I1' (SEE NOTE 14) Prepared for: Marc Marchiel, 132 Beverly Rd, Chestnut Hill, MA 02467
OWNER OF RECORD
FLOOD PLAIN DESIGNATION F-9 X 6.50 �� MARCHIEL, MARC TE . Engineering by: SCALE DRAWN JOB. N0.
FLOOD MAP NO. 250001 C0564J SANFORD, THOMAS W JR ASGARI, MARYAM TE Engineering Works, Inc. 1"=20' P.T.M. 197-19
Zones A10 (EL 10) & 0.2% ANNUAL CHANGE & LOUISE M 132 BEVERLY ROAD 12 West Crossfield Road,' Forestdole, MA 02644 DATE
EFFECTIVE ON 7/16/14 MAP 246 PARCEL 071 CHECKED SHEET NO.CHESTNUT HILL, MA 02467 (508) 477-5313 5/25/19 P.T.M. .1 Of 3
r
PROPOSED SEPTIC TANK/PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL
PROVIDE H-20 RISERS WITH FRAMES & COVERS PROPOSED D-BOX POLY LINER AS SHOWN ON SHEET 1.
INSTALL WATERTIGHT RISER & TOP OF LINER, EL.=12.5
OVER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.A.S. BOTT. OF LINER, EL.=10.0
SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT (MIN.)
T.O.F.=12.4f F.G. EL: 14.0f F.G. EL.=13.3 to 15.3t
F.G. EL.=12.0f F.G. EL.=12.6t PROVIDE ENOUGH WIRE MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
EXISTING SLACK TO REMOVE PUMP
4' DIAM. INSPECTION PORT,
L =10 2" SCH 40 PVC L = 8'(M(AX) 12' x 38' LEACHING FIELD W/2-4" PERFORATED IN S.A.S., SOLID
® S=1% (MIN.) TOP EL.=11.17 4"SCH40 pVC SET TO WITHIN 3' OF GRADE.
4"SCH40 PVC PROVAT ALL SENDS B OCKS ® S=1% MIN.) ABOVE S.A.S., WITH SCREW CAP
6" e° a CAPPED ENDS
+' 10• a 10" MAX. G.W. EL. 7.4
.t INVERT ascH�ao P vcE I SLOPE OF PRRFPR5W_ �INV. EL.=11.90(END)
INV.=12.33 INV.=12.16 ,
=9.75 Ui STANDING PROPOSED D-BOX 38' EFFECTIVE LENGTH
zAaEL OR EQUAL)< G.W. EL.=5.8 3 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE)
Ift BOTT. EL.=5.00 3-4" POLYSEAL OUTLETS 22"
INV.-9.5f INV.=12.09 74"-- 4"
INV
50
PROVIDE NEW ;.•.: .. ..:
EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET 1-4" POLYSEAL .`: 4
SEWER OUTLET TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER ESTABLISH VEGETATIVE COVER
AT, OR ABOVE, SHALL BE INSPECTED AND CLEANED ANNUALLY. INLET
INV.=10.0 ;
(See Pump Detail, Sheet 3 of 3) FINISH GRADE N
15001500 GALLON SEPTIC TANK/PUMP CHAMBER EL.=13.3 to 15.3t N '
H-20 TANK APPROVED ' \ N
NOTES: _ ;.^i;. " ,. .'. m
••A�:4 yr:'.A•• FI
BREAKOUT ELEV.=12.44 LTER FABRIC
1 SEPTIC TANK PUMP CHAMBER & D-BOX SHALL BE SET
LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=11.40 3� WGGIN PRECAST CORP DB3H2O
6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). 4' MIN. SEPARATION TO G.W. WASHEOI/" DOUBLE 14"
2) INSTALL INLET & OUTLET TEES AS REQUIRED. WITH VARIANCE 3 6 3' CROSS SECTION PLAN VIEW
3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36". AND 4' OF NATURALLY 12' EFFECTIVE WIDTH H-20 LOADING
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS OCCURRING PERVIOUS SOILS SOIL ABSORPTION SYSTEM (SECTIONI D-BOX
PRIOR TO CONSTRUCTION. OBSERVED G.W. EL: 5.8
5) THE HOMEOWNER IS RESPONSIBLE FOR HAVING THE EST. HIGH G.W. EL: 7.4
EFFLUENT FILTER CLEANED AS NEEDED TO PREVENT SEWAGE BACK UP. SEPTIC SYSTEM PROFILE
DESIGN CRITERIA
12' SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I (effluent loading rate 0.74 gpd/sf)
DATE: MAY 21, 2013(REF. P#14,008) DESIGN PERCOLATION RATE: <2 MIN/IN
46 SOIL EVALUATOR: PETER McENTEE (SE#1542) DAILY FLOW: 330 GPD
2 WITNESS: DONNA MIORANDI R.S.- HEALTH AGENT
DESIGN FLOW:
330 GPD
Q rn 4yc• Elev. TP- 1 Depth Elev. TP-2 Depth GARBAGE GRINDER: NO- not permitted with design
Cd N. N 14.8 0" 14.3 0" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
W A A
LOAMY SAND LOAMY SAND 74 GPD/SF
C") 10YR 4/2 10YR 4/2 PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITIES
a ` 14.1 B 8" 13.5 B 8" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM)
DECK LOAMY SAND LOAMY SAND INSTALL AN 12' x 38' LEACH FIELD
TOF=13.Of T 10YR 5/4 1 OYR 5/4.
OF-1 SIDEWALL AREA: NOT APPLICABLE
GARAGE 12.1 C 26" BOTTOM AREA: 12' x 38' = 456 S.F.
\\\-- EXISTING 1 1.1 44"
TOF=13.7.f C PERC 36"/48" TOTAL AREA:...4.4............4..................456 S.F.
16,2 oo HOUSE(#37) LEACHING CAPACITY = 0.74 GPD/SF x 456 SF = 337.4 GPD
(Block) MED. SAND MED. SAND
2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
7.4 ADJ. G.W. _ 7.4 ADJ. G.W. _ 37 CHADWICK AVENUE, CENTERVILLE, MA
DECK 5.8 STG. G.W. - 108" 5.8 STG. G.W. 102" Prepared for: Marc Marchiel, 132 Beverly Rd, Chestnut Hill, MA 02467
4.8 120" 5.3 108° Engineering by: SCALE DRAWN JOB. NO.
STANDING G.W. @ 108", WEEPING AT 108" (EL.=5.8) TP-1 Engineering T,T� N.T.S. P.T.M. 197-19
SEPTIC LAYOUT INDEX WELL.PE RC RATE <2E MIN/IN. ("C"EHORIZON)APRIL 2013 12 West Crossfield Road,
Fores da e, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 5/25/19 P.T.M. 2 of 3
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& LIQUID-TIGHT CABLE CONNECTORS SUPPORTED (TYP.)
DIA. COVERS
(
PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE 12'-2" (TYP.)
SECURED FRAME & COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER
OR EQUAL. PROVIDE ENOUGH WIRE
INSTALL 1 PVC CONDUIT TO PUMP ,� — ,—,
SLACK TO REMOVE
' HOUSE FOR WIRING �HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM A
1/8" DIAMETER. / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL A I I I I
ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 6'-8" _ I I _ I I _
INV.(IN)=9.25 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE)
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL)
2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE)
ALARM ON EL: 7.17 � I
2" 90' ELBOW W/ 1/4" WEEP HOLE
PUMP ON EL: 6.83 FOR SELF-DRAINING FORCE MAIN
PUMP OFF EL: 6.17 20" 2" SWING CHECK VALVE — — —' — — — — — — — — — — — -1
BOTTOM OF 16"
PUMP CHAMBER 4"
2" SCH. 40 PVC DISCHARGE PIPE KNOCKOUTS PLAN VIEW
ELEV.= 5.00 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE (TYP.)
PROVIDE 2 FLOATS: 6 (TO PREVENT PREMATURE PUMP BURNOUT)
FLOAT NOA: PUMP ON/OFF-POLYLOCK FLOAT PROVIDED WITH PUMP 4"(8" H-20) 20" DIA. COVERS
FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL POLYLOCK PL-EF 04W PUMP .4 H.P. 115 V (TYP.)
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2" DISCHARGE, OR EQUAL 5„
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. — — — —
5'-8" 4" OUTLET 3„ 4" INLET KNOCKOUTS
(6-'2" H-20) 4„ KNOCKOUTS
4'7"
f SUPPORT LIQUID (SEE NOTE 3)� " (4'9" H-20)
PUMPDETAIL (44 5" H-20) '1; COMPARTMENT BEAMS LEVEL
ALL AVAILABLE.p (TYP)
......... .:... :.. .
5"
4"(6" H-20)
BUOYANCY CALCULATIONS CROSS SECTION A-A
WT of H-10: 18,852 LBS.
H-20 SEPTIC TANK/PUMP CHAMBER WT of H-20 24,721 LBS.
w BOTTOM OF UNIT EL.= 5.0 SPECIFICATIONS
o BEDROOM HIGH GROUNDWATER EL.=7.4 (ADJUSTED)
DECK J 156±SF 1.) CONCRETE 4,000 PSI AFTER 28 DAYS.
N
BUOYANCY FORCE PER FOOT OF DEPTH:
STORAGE/UTILITY 12.2' x 6.7' x 1' x 62.4 Ibs./cu.ft. = 5100.6 Ibs. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS.
& GARAGE MAX. DISPLACEMENT = 7.4 5.0' = 2.4' 310 CMR SECTION 15.226.
3. TONGUE & GROOVE JOINT SEALED W BUTYL RESIN
KITCHEN BATH MAX. UPLIFT PRESSURE - 2.4' X 5100.E Ibs/ft 12,241.4 Ibs. ) /
ENTRY BEDROO WEIGHT OF UNIT EMPTY = 24,721 Ibs. 4.) REINFORCEMENT PER ASTM C1227-93.
86±SF 5.) PROVIDE POLYMER WATERPROOF COATING
24,721 Ibs > 12,241 Ibs O.K.
DINING BREEZE
ENTRY H-20 SEPTIC TANK/PUMP CHAMBER 1500/500
LIVING ROOM DOSING & STORAGE REQUIREMENTS
GARAGE DESIGN FLOW: 330 GPD WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774
ENTRY
SLIDER ENTRY DOSING REQUIRED: 4 = 5
/ 82D 330 -4- GALLONS/CYCLE PROPOSED SEPTIC SYSTEM UPGRADE PLAN
BEDROOM DISTANCE REQUIRED BETWEEN PUMP
:DECK 82±SF ON AND PUMP OFF FLOATS: 37 CHADWICK AVENUE, CENTERVILLE, MA
82.5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE Prepared for: Marc Morchiel, 132 Beverly Rd, Chestnut Hill, MA 02467
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS Engineering by: 7,, SSE DRAWN JOB. NO.
STORAGE PROVIDED: Engineering Works, Inc. N.T.S. P.T.M. 197-19
FLOOR PLAN INV.(IN) EL: 9.25 - PUMP ON EL: 6.83 = 2.67'
STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.8 GALLONS 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 5/25/19 P.T.M. 3 Of 3
COSKI DH R JR LEGEND N
& AMYL PRISCILLA
Benchmark-2 MAP 246 PARCEL 057 n
HOWDY, JOSEPHINE TRS - 14 -- EXISTING CONTOUR
MAGNETIC NAIL SET LANE MAP 246 PARCEL 065 001 0 o y
/y x 14.32 EXISTING SPOT GRADE Wy
EL.=14.00 C. hT,/ 12 PROPOSED CONTOUR o 0
D�T j 12.1 PROPOSED SPOT GRADE Q rt ;
1 C� �C� Tj -W- EXISTING WATER SERVICE `°
15,37 ` ' -G- EXISTING GAS SERVICE 12 Chadwick
-e.H.W OVERHEAD WIRES = Ave Beac Ro d
09e 11,95 Croigville
JV Q. of pO�e } 14.00 DHM s 2 Ben chm ark- I WETLAND FLAG LOCUS uo
`O UP/481/2 11.99 WATER SHUT OFF WETLAND SYMBOL 5 s o
15.73 GUr O1 3;07 2 EL.=12.45 Gcee" Dines v D a
11.77
I� TEST PIT o
CD
15.96 15.77 I 1313': 38 PROPOSED SEPTIC TANK/ LOCUS MAP
GUYWIRE/ABUT I 014.271 ,.. �' ` 0 PUMP CHAMBER (H-20 NOT TO SCALE
X\:'PAVED S > � 7'� '
X
I I . DRIVE. N I E 4610' -
�, ' i GENERAL NOTES:
100' BUFFEf?_•_ `o �°i �f ,3 1 9,3 9j, % 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
I
/ 0^ i::5/ :. ;` I X 73' F- BOARD OF HEALTH AND THE DESIGN ENGINEER.
�•'rO B.V.W �.:'(rJ:'i•.: `.' t 0 ' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
�, /`'r, ram• �• "' '0 3 0 �� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
y, �• Q"i 1 I t LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
C6`lj'" 95 10.84 -310 CMR 15.405(1)(o),(b) & (h):
� 's •.•'�'' �1/.65 1) A 5' variance, S.A.S. to property line (side), fora 5' setback.
2 A 7' variance, S.A.S. to garage slob, for a 3' setback.
4� WF-2 3) A 1' variance to the required 5' separation between maximum
1 �. p.�
14"- ��' �` •/ � � DECK � / I 7,90 seasonal high groundwater elevation and bottom of S.A.S., for
v::a•'�•:. a 4' separation.
14.20 f �: 0
STRIPOUT BOUNDARY / �•:i -13•0f 11.22 -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements
l:; I roF- T _ I
(SEE NOTE 11) I� /.�� .Q ,/ OF 7240 I L 4) A 27' variance, septic tank to wetland, fora 73' setback.
`yM /Y j ,�' 1 5) A 30' variance, S.A.S. to wetland, for a 70' setback.
L GARAGE/ EXISTING I I• -310 CMR 15.255(5): CONSTRUCTION IN FILL
INSTALL LINER,
MIL POLY LINER �' TOF=13.7f 11.O t I 6) Request a 3' reduction to the required 5' stripout boudary, for a
TOP OF LINER, EL L.=10 11 97 �2' HOUSE(#37) , It P P 9
BOTT. OF LINER, EL.=10.0 � � / 2' stri out around the perimeter of the SAS. Leaching calculations
�``--- / �/ I MEHREZ, HENRI & for the proposed SAS are based on bottom area only.
O wORKM� (Bloc ) �� I I MEHREZ, ISAAC 0 3. THE `SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
�2 O LIMIT G(t,/ I 1 MAP 246 PARCEL O66 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
11 0 ) DESIGN ENGINEER.
OSBORN, VIRGIL C 11.05 X 4j `Z`P� 7 7O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
G
`� / l�,V FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
MAP 246 PARCEL 068 O 11,11 V 0`1 �� WF-3 ENGINEER BEFORE CONSTRUCTION CONTINUES.
b �.,�• -•- DECK �J QQ(`O /" / 5. ALL ELEVATIONS BASED ON BARNSTABLE GIS±.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
9.95 Sir'- i� •94 ^0 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
0'e� i V !7 , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
�-�'•�" 9.1 C� x 0 �P LP y^�/,� 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY.
TO B•V.W. CESSPOOL` / �� X 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM.
_r 8,58 ry ,/� j � WF-4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
ea OF �q DIRECTED BY THE APPROVING AUTHORITIES.
8,33 9P i ��� SSA 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
_ � PETER CONSTRUCTION.
\\� -��- _ g''� 1 X 6,14 MCENT
_____ EE �` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
X d 5 v CIVIL cn IN THE AREA BENEATH AND FOR 2' ON ALL SIDES OF THE S.A.S. AND
L 0 T 4 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
X.• 7.88 C� No. 35109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
7,71 p�'�� G/Sj�t�E� INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
PARCEL
ID'.
13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING
1 A `C /' JL SS FN� SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
246 OG 6.76 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE
L V V BORDERING VEGETATED S��r�( � THE STABILITY OF ADJACENT STRUCTURES AND RETAINING WALLS, IF ANY.
f
6.51 ®-•�•�• 12,500±SF / WF-6 15.'THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
WF-11 WETLAND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
WF-10� 6,81
WETLAND CONSULTANT •�, Eo'ge of /• EXISTING CESSPOOL PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SABATIA, INC. -� 100,00• ��• WF-8 �•�•� TO BE PUMPED, FILLED WITH 37 CHADWICK AVENUE, CENTERVILLE, MA
21 Observatory Ln N >646 WF 7 SAND AND ABANDONED.
Pocasset, MA 02559 �� ?O" (SEE NOTE 14) Prepared for: Marc Marchiel, 132 Beverly Rd, Chestnut Hill, MA 02467
(508) 563-5349 4a
WF-9 X OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
FLOOD PLAIN DESIGNATION 6.50 MARCHIEL, MARC TE 1"=20' P.T.M. 197-19
Engineering Works, Inc.
FLOOD MAP N0. 250001 C0564J SANFORD, THOMAS W JR ASGARI, MARYAM TE 9 9
Zones A10 (EL 10) & 0.2% ANNUAL CHANGE & LOUISE M 132 BEVERLY ROAD 12 West Crossf.ield Road, Forestdole, MA 02644 DATE c�' CHECKED• SHEET-No.
EFFECTIVE ON 7/16/14 MAP 246 PARCEL 071 CHESTNUT HILL, MA 02467 (508) 477-5313 5/25/19" P.T.M.
Y PROPOSED SEPTIC TANK PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL
1 POLY LINER AS SHOWN ON SHEET 1.
PROPOSED D-BOX
' PROVIDE H-20 RISERS WITH FRAMES & COVERS TOP OF LINER, EL.=12.5
OVER EACH ACCESS MANHOLE AND SET TO FINISH INSTALL WATERTIGHT RISER &
GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.A.S. BOTT. OF LINER, EL.=10.0
SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT (MIN.)
F.G. EL: 14.Ot F.G. EL.=13.3 to 15.3f
T.O.F.=12.4t ,
F.G. EL.=12.0t L=12.6t PROVIDE ENOUGH WIRE /MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
F.G.. .
EXISTING SLACK TO REMOVE PUMP
4" DIAM. INSPECTION PORT, •
L = 8' MAX �' Y 38' LEACHING FIELD W�2_4" PERFORATED IN S.A.S., SOLID
L =10 2" SCH 40 PVC ® S=1%( MIN)) ABOVE S.A.S., WITH SCREW CAP
® S=1% (MIN.) 7pp EL.=11.17 PROVIDE THRUST BLOCKS 4"SCH40 VC SET TO WITHIN 3' OF GRADE.
4"SCH40 PVC AT ALL BENDS
6"' CAPPED ENDS
6" 8
10" 14" 10" MAX. G.W. EL. 7.4
TEX S ARE TO BE ( SLOPE OF PERF. PIPE = 0.5%
INVERT
INV. EL.=11.90(END)
a SCH 40 PVC INV.=12.33 INV.=12.16
=9.75 U J STANDING PROPOSED D-BOX 38' EFFECTIVE LENGTH
(ZABEL OR EQUAL). G.W. EL.=5.8 3 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) 3-4" POLnEAL oultErs 22"
Born. EL.=s.00 4" 4"
INV.=9.5t INV.=12.09
INV.=9.50
PROVIDE NEW 4.,
EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET 1-4" POLYSEAL '>
SEWER OUTLET TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER ESTABLISH VEGETATIVE COVER INLET
AT, OR ABOVE, SHALL BE INSPECTED AND CLEANED ANNUALLY. n I
INV.=10.0
(See Pump Detail, Sheet 3 of 3) FINISH GRADE N :` `` N N
1500/500 GALLON SEPTIC TANK/PUMP CHAMBER EL.=13.3 to 15.3t
H-20 TANK APPROVED
'• t'ie`•
FILTER FABRIC
NOTES:
AB C
BREAKOUT ELEV.=12.44 'r`•;:•' `': 4"
1) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET 33�� _ WGGIN PRECAST CORP D83H2O 14"
LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=1 1.40 3/4--WASHED 1/2-STO DOUBLE CROSS SECTION PLAN VIEW
6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). 4' MIN. SEPARATION TO G.W. 3 6 3'
2) INSTALL INLET & OUTLET TEES AS REQUIRED. WITH VARIANCE H-20 LOADING
3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36". AND OF NATURALLY 12' EFFECTIVE WIDTH
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS OCCURRING PERVIOUS SOILS SOIL ABSORPTION SYSTEM (SECTION) D-BOX
PRIOR TO CONSTRUCTION. OBSERVED G.W. EL: 5.8
5) THE HOMEOWNER IS RESPONSIBLE FOR HAVING THE EST. HIGH G.W. EL: 7.4
EFFLUENT FILTER CLEANED AS NEEDED TO PREVENT SEPTIC SYSTEM PROFILE
SEWAGE BACK UP.
DESIGN CRITERIA
12' SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I (effluent loading rate 0.74 gpd/sf)
DATE: MAY 21, 2013(REF. P#14,008) DESIGN PERCOLATION RATE: <2 MIN/IN
SOIL EVALUATOR: PETER McENTEE (SE#1542) DAILY FLOW: 330 GPD
462, WITNESS: DONNA MIORANDI R.S.- HEALTH AGENT DESIGN FLOW: 330 GPD
Q aa, `34�, Elev. TP- � Depth Elev. TP-2 Depth GARBAGE GRINDER: NO- not permitted with design
tri N. N 14,8 A 0" 14.3 A 0" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
O O LOAMY SAND LOAMY SAND .74 GPD/SF
Lu PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITIES
O 14.1 10YR 4/2 8" 13.5 lOYR 4/2 8" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM)
j! O DECK BLOAMY SAND BLOAMY SAND INSTALL AN 12' x 38' LEACH FIELD
f a ry`Ly TOF=13•Ot roF_ 10YR 5/4 1OYR 5/4 SIDEWALL AREA: NOT APPLICABLE
>2.4ot 12.1 26" BOTTOM AREA. 12' x 38' = 456 S.F.
GARAGE/ �� � ' 1 1.1 C
EX/STING 44" TOTAL AREA:.....................................456 S.F.
TOF 13.7f C PERC 36"/48"
90
HOUSE(#37) LEACHING CAPACITY = 0.74 GPD/SF x 456 SF = 337.4 GPD
MED. SAND MED. SAND
2.5Y 6/4 2.5Y 6/4 . PROPOSED SEPTIC SYSTEM UPGRADE PLAN
7.4 ADJ. G.W. - 7.4 ADJ. G.W. - 37 CHADWICK AVENUE, CENTERVILLE, MA
DECK 5.8 STG. G.W. = 108" 5.8 STG. G.W. = 102" Prepared for: Marc Marchiel, 132 Beverly Rd, Chestnut Hill, MA 02467
4.8 120" 5.3 108" Engineering by: SCALE DRAWN JOB. NO.
STANDING G.W. @ 108", WEEPING AT 108" (EL.=5.8) TP-1 N.T.S. P.T.M. 197-19
INDEX WELL, MIW-29, ZONE C, ADJUSTMENT=1.6 , APRIL 2013 Engineering Works, Inc.
SEPTIC LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 5/25/19 P.T.M. 2 of 3
t
NEMA 4 JUNCTION BOX CORROSION RESISTANT 20" DIA. COVERS
& LIQUID—TIGHT CABLE CONNECTORS SUPPORTED (TYP.)
PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
SECURED FRAME & COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS—JB PLUGGER I
OR EQUAL. PROVIDE ENOUGH WIRE
SLACK TO REMOVEt PUMP -r — — — — —
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING i i i i I A
HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM I i i i i I
1/8" DIAMETER. / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL A I I I I I I
ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 6'-8" I / i i / i I / I
2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE)
INV.(IN)=9.50 (INSTALL QUICK DISCONNECT FOR EASY REMOVAL)
2"SCH. 40 DISCHARGE (THROUGH RISER—SEE PROFILE)
ALARM ON EL: 7.17
2" 90' ELBOW W/ 1/4" WEEP HOLE I I I I
PUMP ON EL: 6.83
FOR SELF—DRAINING FORCE MAIN
PUMP OFF EL: 6.17 20 — — —2' SWING CHECK VALVE I_ �1 — — — — —u — — — — — J
BOTTOM OF � 16"
PUMP CHAMBER 8" 2 SCH. 40 PVC DISCHARGE PIPE 4" KNOCKOUTS PLAN VIEW
ELEV.= 5.00 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE (TYP.)
PROVIDE 2 FLOATS: 6" (TO PREVENT PREMATURE PUMP BURNOUT)
FLOAT NO.1: PUMP ON/OFF—POLYLOCK FLOAT PROVIDED WITH PUMP 4"(8" H-20) 20" DIA. COVERS
FLOAT NO.2: ALARM ACTIVATION FLOAT—PROVIDED WITH ALARM PANEL POLYLOCK PL—EF 04W PUMP .4 H.P. 115 V (TYP.)
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2 DISCHARGE, OR EQUAL 5"
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. -
4" INLET KNOCKOUTS
5'-8" i'. 4" OUTLET 3„
(6-'2" H-20) 4" KNOCKOUTS 4'7"
SUPPORT (SEE NOTE 3)� '` (4'9" H-20)
' I�/) 4'-3" i:: /; LIQUID
P V IVI P DETAIL (4'-5" H-20) COMPARTMENT BEAMS LEVEL
ALL AVAILABLE:' (TYP)
5„
4"(6" H-20)
BUOYANCY CALCULATIONS CROSS SECTION A-A
WT of H-10: 18,852 LBS.
H-20 SEPTIC TANK/PUMP CHAMBER WT of H-20 24,721 LBS.
BOTTOM OF UNIT EL.= 5.0 SPECIFICATIONS
Uj DECK o BEDROOM HIGH GROUNDWATER EL.=7.4 (ADJUSTED)
156±SF 1.) CONCRETE 4,000 PSI AFTER 28 DAYS.
N BUOYANCY FORCE PER FOOT OF DEPTH:
STORAGE/UTILITY 12.2' x 6.7' x 1' x 62.4 Ibs./cu.ft. = 5100.6 Ibs. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS.
& GARAGE
MAX. DISPLACEMENT = 7.4 5.0' = 2.4' 310 CMR SECTION 15.226.KITCHEN BATH MAX. UPLIFT PRESSURE = 2.4' X 5100.E Ibs/ft = 12,241.4 Ibs. 3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN
ENTRY BEDR00 WEIGHT OF UNIT EMPTY = 24,721 Ibs. 4.) REINFORCEMENT PER ASTM C1227-93.
86±SF 24,721 Ibs > 12,241 Ibs O.K. 5.) PROVIDE POLYMER WATERPROOF COATING
BREEZE ENTRY DOSING & STORAGE REQUIREMENTS H-20 SEPTIC TANK/PUMP CHAMBER 1500/500
DINING WAY
LIVING ROOM
GARAGE DESIGN FLOW: 330 GPD WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774
ENTRY DOSING REQUIRED: 4 CYCLES/DAY (SAND)
SLIDER ENTRY 330 _ 4 = 82.5 GALLONS/CYCLE PROPOSED . SEPTIC SYSTEM UPGRADE PLAN
DECK BEDROOM DISTANCE REQUIRED BETWEEN PUMP 37 CHADWICK AVENUE, CENTERVILLE, MA
82±SF ON AND PUMP OFF FLOATS:
82,5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE Prepared for: Marc Morchiel, 132 Beverly Rd, Chestnut Hilt, MA 02467
STORAGE REQUIRED ABOVE.WORKING LEVEL: 330 GALLONS Engineering by: SCALE DRAWN JOB. NO.
STORAGE PROVIDED: Engineering Works, Inc. N.T.S. P.T.M. 197-19
FLOOR PLAN
INV.(IN) EL: 9.50 - PUMP ON EL: 6.83 = 2.67' 12 West' Crossfield Road, Forestdole, MA 02644 DATE
STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.8 GALLONS (508) 477-5313 5/2 CHECKED SHEET
P.T.M. 3 Of 3 3
i