HomeMy WebLinkAbout0553 OLD STRAWBERRY HILL ROAD - Health (2) 553 OId'Strawberry Hill Rd.
273''
I
to
No. Fee
o J,Z
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftPliLation for MiCpbSad *psfr'm Construction permit
Application for a Permit to Construct( ) Repair(l./Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �'�B C S fire_allay Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel'2 3 0 A, �c` h,Gd e Z
Installer's Name,Address,and Tel.Nos- ZF Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms nn� Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 7-e,s No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ® gpd Design flow provided . gpd
Plan Date ' l,,S 2/ Number of sheets Revision Date
Title
Size of Septic Tank `, oc A FY �'� (7Aj_ Type of S.A.S. 12
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) —4 � ��n1� G ,
Zo 5 �116r� �l��s�lka�� JIl 1QA0i`.e
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 de a ace the system in operation until a Certificate of
Compliance has been issued by this Board of Hea /
Sign e Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. �l `� Date Issued Li ��—
z
No. Fee
Entered in computer:
TH'E COMMONWEALTH OF MASSACHUSETTSYes'
PUBLIC HEALTH DIVISION.- TOWN OFBARNSTABLE, MASSACHUSETTS
application for ;DiiPW- *pst6ft Construction Permit
Application for a Permit to Construc '( ) Repair(is) Upgrade(")� d n( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 4g L c f i .,u/�•/ #11 Owner's Name,Address,and Tel.No. N)
Assessor's Map/Parcel 3 64 7 V �"� w�! �t� A/1 4
Installer's
pName,Address,and Tel.No f e�� ?Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building E� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) d 3 40 gpd Design flow provided ,�? �* gpd
Plan Date ,/ . _ Number of sheets Z Revision Date
Title
Size of Septic Tank oum FV,5It,t A Type of S.A.S. -oo
o
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 70.S-, L e4�h its+i
Date last inspected.-
Agreement:
' The undersigned agrees to ensure the construction and maintenance of the.afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the EnvironmentaliGode and. t to p�he system in operation until a Certificate of
Compliance has been issued by this Board of Hea
E /
Sig�ne, Date f -.
Application Approved by Date
Application Disapproved by Date
i
for the following reasons r
Permit No. 70 9-1 }�`� � Date Issued -1 �ly -
i
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( ) Repaired( L�p� Upgraded( )
Abandoned( )by 1,.f 1 i t&ok J at
as been constructed in accordance
with the prXot
is of Title 5and the for Disposal System Construction Permit No. 1 dated �r r
Installer 4 to,,/ P) trt,b of Designer Iro.X{ rC' Te G± i/ '�r d r
#bedrooms Approved design`flowr--- gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as design d.
Date G / ..� Inspector f � "
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Misposal 6psttin Construction 3perinit
'00,
Permission is hereby granted to Construct( )`` Repair( W) Upgrade( ) Abandon( )
System located at 17
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 . Approved by
Town of Barnstable
Regulatory Services
- Richard V. Scali,Interim Director
BA. SCABLE,
9 "L"3
i639• Public Health Division
♦0
Th
omas
mas McKea
n,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 503-790-6304
Installer&Designer Certification Form
Date: S�f 3/"z-t' Sewage Permitf#�
Cy-L.c i_1C Installer:?a?l �/ Assessor's Map\Parcel 2�3 -0
'ca e�` C�✓1 Ee t Q
Designer: c ; ee�- n � t
Address: I 1AJ Cass e/c/ g,! Address s SS eo rl d-e V- `
�- du1�,M CLO Mrs-
On `y u tP was issued a permit to install a
(date) (installer)
septic system at SS 3 Q Id J--mw k �24� based on a design drawn by
(address) -
Cn9i'n een'✓ty, War/ Iht dated
/ (designer)
✓ I certify that the septic system referenced above was installed substantiallyaccording to
the design, which may g
g , . y include minor approved changes such:as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected andthe soils.
were found satisfactory.'
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation.of any component
of the septic system) but in accordance with.State &Local Regulations. Plan revision or .
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the:system refere ; above was constructed in with the terms
of the I\A approv licabletM
FWENI�£
(Installer's Signature) Ctvl1.
No.35109
Signature) `�f a
(Designer's ) (Affix Designe ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:'Septic Designer Certification Form Rev 8-14-13.doc
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The +
engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling
to specified grades with proper compaction and setting risers/covers as shown on the design plan.
°FIHEr° Town of Barnstable Barnstable
y� �. Regulatory Services Department AFAmedcaCffy
+ nA MASS.
+ O D
7 MASS. q 0
i639 �0 Public Health Division
tF MA'S D a 200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644
FAX: 508-790-6304 Thomas A.McKean,CHO
July 25, 2013
RE: 553 Old'Strawberry Hill Road, Hyannis Map/Parcel 273 —003
" I
To Whom It May Concern:
This is to document that the official records of the Town of Barnstable—Public
Health Division show the septic permit#2011-355 was completed on April 17, 2012 and
the system was in compliance with the provisions of Title 5. The approved design flow is
330 gpd which qualifies as a three bedroom system. The inspector's name is Donald
Desmarais.
I attest this is the true records of the Public Health Division.
Date: July 25, 2013
Sharon Crockefr
Keeper of the Records
Administrative Assistant
Public Health Division
f
Town of Barnstable . .....
IKE r°�y _ tBarnstable
Regulatory Services Department e;cacf. .
IIpA rfMD LE,
ASS. �
b, • Public Health Division
1111.1
200 Main Street;Hyannis MA 02601 2007
Office: 508-8624644
FAX: 508-790-6304 Thomas.A.McKean,CHO
July 25, 2013
RE: 553 Old'Strawberry Hill Road, Hyannis Map/Parcel 273 —003
To Whom It May Concern:
This is to document that the official records of the Town of Barnstable—Public
Health Division show the septic permit# 2011-355 was completed on April 17, 2012 and
the system was in compliance with the provisions of Title 5. The approved design flow is
330 gpd which qualifies as a three bedroom system. The inspector's name is Donald
Desmarais.
I attest this is the true records of the Public Health Division.
Date: July 25, 2013
Sharon Crock
Keeper of the Records
Administrative Assistant
Public Health Division
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certifiratt of Comphawr
THIS IS TO CERT Y ttr the On-site Sewage,Disposal system Constructed( ) Repaired�X) Upgraded( )
Abandoned( )by
at . ALP-�bervr as been ns c e in agc e
with the provisions of Title 5 and the fo-Disposal System Construction Permit NoL 0 ated
Installer ��_C�\ �— �1 ` C �. Designer
#bedrooms gP
Approved design flow 3!i d
ti
The issuance of this permit shall not be,�c `g trued as a guarantee that the sy em will ctio esigned.
Date � / .
Inspector
--------- r - -- --- �-
----------------------------------------
- - _ //i�
Crocker, Sharon
From: Crocker, Sharon —l--2- -- SW�!s
Sent: Thursday, July 25, 2013 11:43 AM
To: 'info@strawberryhillre.com'
Subject: 553 Old Strawberry Hill Road, Hyannis
2013_07_25_11_39
_17.pdf(299 K...
Adrian,
Attached is my notification that the record is correctly stated as a septic system in compliance
with Title 5. The inspection was done April 17, 2012 and is good and in effect for two years, until the date of April 17,
2014. I'm sure this will satify the bank's request.
Regards,
Sharon Crocker
508-862-4739
^4
1
C
No.
t '� �Entered Fee
THE COMMONWEA HOF MASSACHUS TT in computer:
i PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpl Lation for VEip ml *pstem Construction Vertu
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Xndividual Components
Location Address or Lot No. 556 Z)Xck, 5kcqW16 Owner' Name Address,and Tel.No.
=W_e^ .M10Cr1\S-SEV
Assessor's Map/Parcel a � 003
Installer's Name 4cNress md
-le 1.No. Designer's Name,Address,and Tel.No. 5t)8
Type of Building: 5�*F_1•7 J y -
Dwelling No.of Bedrooms Lot Size Q SQ sq.ft. Garbage Grinder(AJyq
Other Type of Building R3E 1fL No.of Persons 3 Showers(v� Cafeteria( y-
Other Fixtures Ql
Design Flow(min.required) 3 (] gpd Design flow provided 3 3a gpd
Plan Date u it Number of sheets
_ Revision Date '—
Title ��woe c� � C 5
Size of Septic Tank k-3 T 1,npp eGk Type of S.A.S. 91
Description of Soil p�Q�
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 Environm Code an Est in operation until a Certificate of
Compliance has been issued by ' BoG)
(Kneil Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
i
Permit No. Date Issued
No. /� 6 ,.,' Fee /Po
( THE COMMONWEAL H OF MASSACHUSETTS t Entered in computer: Yes
Pt�BLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftplication for 3Diizrd , opstem Construction Permit
Application for`a Permit to Construct( ) Repair( ) 'Upgrade( ) Abandon( ) ❑Complete System XIndividual Components
Location Address or Lot No. 5'� U�c� cgwC Owner'$$N-arrte Address,and Tel.No.
1 Ian-
Assessor's Map/Parcel J 5G C
Installer's Name,/6 re ,_nd-'fej-No. f Designer's Name Address,and Tel.No.
j Type of Building: 370 F'7-7 o v'3'9-�L _
Dwelling No.of Bedrooms Lot Size U sq.ft. Garbage Grinder(AJ'A
,. Other Type.-of Building No.of Persons Showers(✓) Cafeteria( 0
i k 1
Other Fixtures Lc y
Design Flow(min.required) t U gpd Design flow provided �' gpd
i
Plan Date 1 I l I Number of sheets Revision Date
Title ~��`'� l 5^ k' C —`,k4 s +�
Size of Septic Tank (fx T I,OC XU C,G� Type of S.A.S. «� 'S SACT�-v ASS �-,kP ri
" "
�' Description of Soil
" Nature of Repairs or Alterations(Answer when applicable) - c v j�x c�
j
Date last inspected:
Agreement: l;
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 Environment a Code and-not to lace'the sys at in operation until a Certificate of
Compliance has been issued b Boaralth,.
U _
i
gne - Date
Application Approved by Date
. Application Disapproved by v Date
for the following reasons
Permft�No. i "ry `Date Issued
�-
7
-----------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTII�Y,'�t,&n e'On-site Sewage Disposal system Constructed( ) Repaired P Upgraded( )
Abandoned( )by (/ ARA
at 55-b A11r�- J�Xhlas been cons cte in aVated
e
P, rn.
with the provisions of Title 5 and the fo Disposal System Construction Permit No
� Installer r"ik_C�\ ��uC"'A ytN Designer
�#bedrooms . Approved design flow 33C� J gpd
The issuance of this permit shall not be gr> trued as a guarantee that the sy em will c o e igned.
Date � Inspector
- --------- -a - ---------- ----------------------------------- -------------------- -1-0/0% —
No. �✓ Fee
j THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
i Disposal 6pstrm Construction permit -
Permission is hereby granted to Construct( ) Repair) Upgrade( ) Abando /�j�/�,]
System located at 5 `� uc� CGW t c T``�� �G� II/ I /
's
r
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:Con�/f s e completed within three years of the date of this permit.
Date t/ Approved by
i
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
A Public Health Division
r� �1�
� Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: l Z Sewage Permit# 20 t 1355 Assessor's Map/Parcel Z1 t70?j'
Installer&Designer Certification Form
Designer: CAfm etJ S I Installer: /7 e J/Ov '
Address: 604 1 5 71 Address: /ga 4>L ?/
f�A S C_ M 4qa�n11 1�
On Oc. 11 �� ►S'}""- was issued a permit to install a
(date) n (installer)
septic system at S based on a design drawn by
(address)
C dated C9r►� 7,c}V�
(designer)
/�_ cer_tify_
that the -septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordan with State&Local Regulations. Plan revision or
certified as-built by designer to f ow. ipout if equired)was inspected and the soils
were found satisfactory.
0 OF
LINDA J.
(Installer's Signature) PINTO
vCIVIL
—_. - No.46504
(Desi ' Signature) (A p Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL .NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
' BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
gAoffice fonnMesignercertification fomidoc
I
Jt-� TOWN OF BARNSTABLE
LOCATION 5'S`3bEWAGE# D !/ - 3.SS"
VILLAGE!1.*!��T:� - % ASSESSOR'S MAP&PARCEL 3 oC7,
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 6!i ,g lid yS
LEACHING FACILITY.(type (size) 6x 4d2,NO.OF BEDROOMS
OWNER ,� 1P
PERMIT DATE: `(�/,I9 /)I COMPLIANCE DATE: �211
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
53
13 3
D O
r
F.
\3 :�3� ; c f ^
i
All I
Town of Barnstable` P# 6)
_; epartinent of 1 :q w,nlatory Services
r �� : Public Reb1th Division Date '9
rEo MKt a, I'200 Main Stet,,i iyannis MA 02601
Date Scheduled- h6l ' A - ` Time Fee Pd. )"
Soil Suitability Assessment for Se Disposal
Performed By:_ Witnessed By:
Location
LOCATION& GENERAL INFORMATION
Address
y - 55 3,.toa:�S�c�.•� _t�,r l;)w„_•.�.
Owner's_.N�..s 5
_
- ,- r - -- —2•- Address �`r1R dQ-2\ S•cy
Assessor's Map/Parcel: C'� 3 Engineer's Name CCXXV� SVI�
NEW CONSTRUCTION REPAIR Telephone# —aQ4- 49
Land Use �je��cle c, �e� Slopes Surface Stones___A0Q1L _
Distances from: Open Water Body fl) ft Possible Wet Area J� P1 ft Drinking Water Well 41 R ft
Draihage Way tt Property Line aS t ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
co
cm .
a
o
Parent material(geologic) Otj-'Z4. s%k Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: LICK--v QbS% Weeping from Pit Face
Estimated Seasonal High Groundwater 1`1 a„ -as' y fyo r\
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
- Depth Observed Stan ing in obs.hole: In. Depth to soil mottles: in,
Depth to weeping from side of obs.hole: in, Groundwater Adjustment
Index Well# Reading Date: Index Well level_. Adj.factor ;,. Adj.Groundwater level 9
PERCOLATION TESL' bate Thne
Observation ;y
Hole# t+� Time at 9" O�:�.b
Depth of Perc Time at 6" `•�tO3z5�
Start Pre-soak Time @D� _ 'lime(9"-6")
End Pre-soak I t,.O °
• r
Rate Min./Inch LIX P
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:X,SEPTICVERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#__� _
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders.
—onsistency,%Gravel)
b _ 4SLLb e31• MIACA
LS
®r i
DEEP OBSERVATION HOLE LOG Hole# a
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
L Consistency.%Gra e
NV
I' a'
e Cam` h'WIL
s
e e,�
DEEP OBSERVATION HOLE LOG ' Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
a Consistencv.%-Omvcl)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency.
Flood Insurance Rate Map:
Above 500 year flood boundary No_ _Yes _____ --
Within 500 year boundary No Yes
Within 100 year flood boundary No.V Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that ontnc
)I have passed the soil evaluator examination approved by the
Department of Envi noI
at the above analysis was performed by me consistent withthe required train g,edescribed in 310 CMR 15.017.
Signature Date
r• •
Q:\SEPTICVERCFORM.DOC
F'AM l t..�l - 3Oowc
GA iBAC.� G�t.ttsL a ?j 1-7
0 .
--4 ;rt4>%w/ = t t o t `3
,T1G TA IlL4z .�?Z o . +CtS0 �j(. • �5�. P. D, - 9►..B I' . ,� , ,
Ur,Es i, `oo a GAL.
PIT
b1SPo5AL PtT VIE i1 000 G AI,L "+?v! P-XP
s:F. 2
00-rToAA Aar-
TbTA 4 z.5 S. P. D•'
_J f.i
Lk
P aMOOL.4-ricr b.: leATc-- IN Z hi" OZC.ELfps.
n
�• 6A�X t'c�t �,�. is t� I Dro,;�
f7 i oP Slav • Lao"
9711. 1=7
a. 1.8�►•t c 4 �� Upp ►My :p
ItJ49t,4o
t• u� e
GAL.. 4G•O yG zp ,�•
Ma. - Wt ,
a1z���
� � y
GT0 116 g 9 9
r A�
}
iZ®Fri t L.c�,GA.Ttot-► H �' .3 ;tea
rsGAt_f= 5G F rDt�,T�
N o .ant A'T•��
alt !-tg Pt?opos o
t C-9- T t F-{ T"AT -r"f-_ "FO G M Dt-,-71 D NA
t-k�2�o..t GoacP��� WCriA -r"G. ritT t_I►-tom t-
Aw l> OF TWE. C, .
Tbva" 0 F 13 A R.tV S T A �3 t~E
T141S; Ql.&Q Ier, UOT $ASES> 0=5 Au ►uyTWAAEuT OSTE:.ZvtI s_6. - AAA.cS
tjt}�V4*j T"G OFFSiT r ''`J&40U LTs WOT _ 15L USED
To;'D ET eMM 1►C. t-oT t_l c S4.
i
-- 98 -- EXISTING CONTOUR f(
x 100.98 EXISTING SPOT GRADE \\
( -�H.W. UNDERGROUND WIRES
G EXISTING GAS SERVICE f!
W EXISTING WATER SERVICE % _ ff
49 A TEST PIT ��� !! utiet
32t3 T.=101.80
ENCHMARK 1 PROPOSED SEWER CONNECTION , (j r sm. t '
LCP EP/COR. {
INSTALL BULL ,,RUN VALVE TO BENCHMARK %i sa d/cen wteny
tt � Rd,1Centervitte...
ALLOW SWITCHING FLOWS FROM LEGEND
EXISTING SEPTIC TANK INV.=98.5f((VERIFY) r`rr- x`\�• �� c� �'
(TO REMAIN) EXISTING S.A.S. TO NEW S.A.S. Met Life �tr
TOP OF TANK, EL.=100.13E
1NV.(OUT)=98.8f /j r
N 12°58 50 E APPROX. LOCATION EXISTING S.A.S.
fence 130.00 X 0,59 fence X 100.8 + 101.19 (PER TOWN RECORDS)
1 TO REMAIN IN PLACE
X 99.84 100.00 LOCUS MAP
or" X 101.43 GENERAL NOTES:
Q Q 100, BM P-1
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
LOT 16 100.17 DECK 100,39 101.80 / BOARD OF HEALTH AND THE DESIGN ENGINEER.
11,050±S.F. X 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
GARD 102.31 co OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
Z I C -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL
.EXISTING 101,37 1) An 6' variance, S.A.S. to cellar wall, for a 14' setback.
OD HOUSE(#553) HED v 2) A 3' variance to the 3' maximum cover requirement, for up to
(-n O c0 v 6' of max. cover. S.A.S. shall be H-20 and vented.
_ T.,0.F.=102.3E
11
O PF.F.=10.3.2t 0144 T 2 00 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
= 97.4 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
fence gate ' 0•? r o DESIGN ENGINEER.
fence rrt 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
X `100.41 : ' 100.86 1 '•• 102. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
99.72 100,24:,' ::::::: .....:...:.:• `:: 01,61 O O C Q 1; ENGINEER BEFORE CONSTRUCTION CONTINUES.
" ` 1.:'.;• 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
= 100.53 "> • . Q ': 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
PAVED,• . z. 101,17 101.20 1 �`'' `' VENT THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
DRIVEWAY: :.:..'::.: 100.9
+ O�'�Z4 , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
- - 6 t, ` 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
OD
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
+�99..71, 100,18 100,85 STONE
9. ALL, AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS`.;: .::..;�.: ,.,: �
130.40' I DRIVEWAYS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
99,48 �; ':'!;' ''::, ':•.';•:. - 100.00•..; ': y - - - _ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
98,82 .:.•`=� '>•..: "• :''- ,:...:PK SET THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
99,28 99.68 100.03 100,19 CONSTRUCTION.
PK SET 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
OLD STRAWBERRY HI LL ROAD t1 REPLACE WITH CLEAN SAND AS SPECIFIED M ERI CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
Q, INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
of MAP BENCHMARK 2 MAGNETIC NAIL PARCEL ID: 273-003
o PETER T. s EL,=1oo.00 McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN
U
PIVIL 5109 N " REylsloN 5/11/21 553 OLD STRAWBERRY HILL RD, CENTERVILLE, MA
REVISE S.A.S. SHAPE & LOCATION
'QFG E DUE TO EXISTING UTILITIES Prepared for: DiBuono Sewer & Drain, 35 Content Ln, Cotuit, MA 02635
E '\ Engineering by: SCALE DRAWN JOB. NO.
1 OWNER OF RECORD 1 =20' P.T.M. 169-21
. SANCHEZ, ANA ROSA Engineering Works, Inc.
553 OLD SRAWBERRY RD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
t CENTERVILLE, MA 02632 (508) 477-5313 4/15/21 P.T.M. 1 Of 2
`1 NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=98.2
INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S.
INSTALL RISER & COVER PROPOSED S.A.S.
SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND
T.O.F=102.3f SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT EXISTING
INSTALL F.G. EL.=101.7t VENT HOUSE(1553) s. •6. SHED
F.G. EL.=100.4f F.G. EL.=100.7t F.G. EL.=101.8t T.,O.F.=102.3f
BULL-RUN to 102.1 t
VALVE MAINTAIN 2% SLOPE OVER S.A.S. F.F.=10,3.2E
L = 47' L = 5' 27;' 1 1
® S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" 1 00
4'SCH40 PVC 4"SCH40 PVC
6" DOUBLE WASHED STONE � 3i �j�' 1 ^0•
10 1 6 aaaSaaB (OR APPROVED FILTER FABRIC) ?6+. 6''
14 INV.=98.3t 2' EFF. aaa0aaa
INV.=99.0 48" LIQUID (VERIFY) DEPTH aaaaaaa --3/4" TO 1-1/2" DOUBLE j 1
LEVEL ADD INV•=97.97 PROPOSED 4' 4.8' 41, WASHED STONE
GAS eAFFLE _ INV.=97.80
INV.=98.8f �� EFFECTIVE WIDTH = 12.8' I
EXISTING SEPTIC TANK 3 OUTLETS INV.=97.70 2_500 GALLON LEACHING CHAMBERS '
h
SURROUNDED WITH STONE AS SHOWN cy� Dc�g
r
H-20 RATED
TOP CONC. ELEV.=98.2t MAGNETIC NAIL
NOTES: BREAKOUT ELEV.=98.20
70=97 ELEV. . aeaBa
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. aBaaaaaaaaa S.A.S. LAYOUT
INVERTS, PRIOR TO INSTALLATION. aaaaaaaaaaa
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=95.70 4, 1 8 5' 4'
ON A MECHANICALLY COMPACTED STABLE BASE OR 4' OF NATURALLY OCCURRING
SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0'
CMR 15.221(2). 5' (MIN.) ABOVE G.W. I
3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTTOM OF TEST PIT, EL.=90.7 - I Ea
OE3
®®® 0
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ®®®E0® ® ®®®E3 33"
SEPTIC SYSTEM PROFILE N ;
SOIL EVALUATION ON RECORD
DESIGN CRITERIA ;12'$'; SOIL LOGCO
102
j L3 7' DATE: SEPTEMBER 26, 2011 4" KNOCKOUT
NUMBER OF BEDROOMS: 3 1 SOIL EVALUATOR: CARMEN E. SHAY, R.S.,. C.S.E.
-1
1 WITNESS: DONALD iDESMARAIS HEALTH AGENT 20" DIA. COVER
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) cv= PROPOSED = ao ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH
DESIGN PERCOLATION RATE: <2 MIN/IN 1 S.A.S. 1 N b" o" 4" KNOCKOUT / 4" KNOCKOUT 5$
1 101.7 A 101.7 A
DAILY FLOW: 330 GPD L_______� SANDY LOAM SANDY LOAM
DESIGN FLOW: 330 GPD 16.5' 101.2 10YR 3/2 6„ 101.2 6"10YR 3/2
GARBAGE GRINDER: NO-not allowed with design B B 4" KNOCKOUT
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF PERIMETER=75.6' LOAMY SAND LOAMY SAND
BOTT.AREA=320 SF 10YR 5/6 10YR 5/6
.74 GPD/SF SAS DIMENSIONS 500 GALLON CAPACITY, H-20 LOADING
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SKETCH 99.2 30"C 99.2 30 CHAMBERS
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PERC
30"/48"
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND' PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 7/4 2.5Y 7/4 553 OLD STRAWBERRY HILL RD, CENTERVILLE, MA
SIDEWALL AREA: 76.4'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 151.2 SF
BOTTOM AREA:............................................................................ = 320.0 SF Prepared for: DiBuono Sewer & Drain, 35 Content Ln, Cotuit, MA 02635
TOTAL AREA:........................................
........................................... 471.2 SF 90.7 1 2" 90.7 132" Engineering by: SCALE DRAWN JOB. NO.
11
PERC RATE <2 MIN/IN. "C" HORIZON Engineering Works, Inc. N.T.S. P.T.M. 169-21
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
i, (508) 4.77-5313 4/15/21 P.T.M. 2 Of 2
�I
x a
0 20 40 50 GENERAL NOTES ,
LOT #17 1 1 1 1. Contractor is responsible for Digsofe notification, Verification of Utilities
and protection of all underground utilities and pipes.
4 2. The septic tank anq distribution box shall be set
x level on 6 of 3/4 —1 1/2" stone.
SCALE: 1 =20 3. Backfill should be clean sand or gravel with no
S 77D 01' WE � stones over 3' in size.
s� 4. This system is subject to inspection during installation
91.81' i by Carmen E. Shay — Environmental Services, Inc.
TEST HOLE #1 i 5. The contractor shall install this system in accordance
ELEV.= 98.50 1¢� j �j with Title V of the Massachusetts state code, the approved plan
s
® and Local Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that are different
'`�- = D—Box from those shown on the soil log or in our design
r 12. 3' ' installation must halt & immediate notification be
TEST HOLE #2 n made to Carmen E. Shay — Environmental Services, Inc.
PROJECT BENCH MARKt 11 ELEV.= 98.50 7. No vehicle or heavy machinery shall drive over the
TOP OF FOUNDATION 25' O septic system unless noted as H-20 septic components.
d j 8. Install Tuf—Tite gas baffles or equals on all outlet tee ends.
ELEV. = 100.00 (ASSUMED) + CS ,
_—_ 20• 0 , 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
,qL S. �lE 10. All solid piping, tees & fittings shall be 4" diameter
NATURA
L—GA i } Schedule 40 NSF PVC pipes with water tight joints.
�INCs' 3 11. Municipal Water is Connected to ALL OF The Residence and Abutting
Properties Within 150 Feet.
V_
_ �� THE PROPERTY LINES ARE APPROXIMATE AND
EXISTING —Mu\* Pal—Wctef-Li ne COMPILED FROM THE SURVEY PLAN BY HOLMES & McGRATH
O ` S3' ENTITLED: "Certified Plot Plan of Lot 25 Old Colony Drive, Moshpee, MA"
3 BEDROOM _—
i en DATED APRIL 6, 1987
en HOUSE __—_ AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
EXIST.
. IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
N 1000 gal. #553 i THE SEPTIC SYSTEM INSTALLATION.
DECK TO BE REMOVED Septic Tank DECK o EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE
OVER EXISTING SEPTIC TANK O i NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
ko
i FROM THE EXISTING CESSPOOL/LEACH PIT TO BE DISPOSED
r--------_ -- OF AS PER BOARD OF HEALTH SPECIFICATIONS.
ko
i
3 BR HOUSE FLOOR SCHEMATIC A � -ASPHALT
DRIVEWAY
(Description Provided By Owner) PLOT PLAN\\
Bedroom o Kitchen LOT #16 W ► OF PROPOSED SEPTIC SYSTEM UPGRADE
J °D Dining I f.050 Square Feet +/-,r
FAILEDO PREPARED i FOR
LEACH KATH LE E N M O R R I S S EY
Bedroom Living Room / I'�� AT
4 553 OLD STRAWBERRY HILL ROAD
1 st FLOOR ('��� 81.5s' �� ; ASSESSORS MAP 273, PARCEL 003
j S 77D 01' 10" kq CENTERVILLE MA
I
j DRAINAGE EASEMENT ' _� ��� i r�` of Mass��. PREPARED BY: .
CA
Unfinished t Z C�RHEY E. ,SHA Y
CO 0
Attic �� N 1 ENVIRONMENTAL SERVICES, INC.
Bedroom LOT #15 1
i .Q�GIST?6 P.O. Box 1576
MASHPEE, MA 02649
Attic Attic TEL/FAX 508-294-7498
2nd FLOOR SCALE: 1 "=20' DRAWN BY: CES DATE: OCTOBER 1 , 2011
ASSESSORS MAP 273, PARCEL 003 PROJECT#SD2024 FILENAME: SD2024PP.DWG SHEET 1 OF 2
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 1 BACKFILL WITH CLEAN SAND ESTABLISHED VEGETATIVE COVER
(NATIVE OR PERC SAND)
from-
Existing Foundation house I n.to Isept c tank Grade over Septic•Tank - 99.00 i •`:.t t .�.... �_
D-BOX cover must toe « ,:' ''` .•j^' •' i..: :.
BASEMENT FLOOR SLAB = ELEV. 100.00 Provide Risers if necessary de
within B In. of finished grade
:� ' `'`*-:.a. "�.% _ '.:.....•�:•• ;,.::.':h:
to bring"Septic tank covers -
trade over o-eox -98.sD � de over SAS-98.5o TOP OF UNIT ELEVATION 96.25 . '�.,` ::";. ,'.:,- •; ; •...':--=`. `• .,•.,.''H;,,�`••. .
_ within 6 of finished rode +} s'. : j ±'
Cover •• i a�w• ;rr�"'..: �•.
9 s' Maximum INV. ELEVATION - 96.00------------
,'a:•v: " :{; :5, i`::,
S 0.02 DIST• BOX a PVC(CAPPED) INSPECTION PORT TO BE '�`: . ' `:`::•`< '''
Sa0.01 or INSTALLED AN0 TD BE WITHIN 8' OF(,BADE
..•.
JL
;•.<
I "' ter Sa0.01 or Greater I
i to' EXIST.
EXIST. PIPE �� 1000 GAL. 55• . . . . . . BOTTOM ELEVATION - 95.25
FROM EXIST. FOUNDATION n O 04 15• EXISTING7MATERIALSEPTIC TANK o d• arn cc ro oI „ ��_ J
CONCRETE FULL D' u H-10 0oieaeh n °' °7 26.00'ERB S' MIN ABOVE BOTTOM OF 4 6 g
u ' n n °i I TEST PIT OR GROUND WATER 4
v II 4 ROWS OF 6 UNITS AT 4!/UNIT+ 2 END CAPS - 26.00'
5 FFF. WLVTB 12.83'
6 In.of 3/4'-1 1/2' m ar r j
compacted stone
'c C c' v Bottom of Test Hole 1 Elev.=87.50 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18"
z - - $ Groundwater Observed - NONE OBSERVED NOTE: EFFECTIVE DEPTH IS 11'
6 In.of 3/4'-t 1/2' C, } BOTTOM OF TP-1.: = 87.50
compacted stone t Groundwater Observed - NONE OBSERVED
S❑IL ABS❑RPTIflN SYSTEM (SECTION)
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE SYSTEM PROFILE
Not to Scale HIGH CAPACITY INFILTRATOR (H-20 LOADING)/ GE❑RGE ❑'BRIEN
(OR EQUIVALENT)
2-18" DIAM. ACCESS MANHOLES ALL FROM THE
DISTRIBUTION BOX SHALL BE
a• P E R C 0 LAT I O N TEST SET LEVEL.FOR AT LEAST 2 FT. 12' CONCRETE COVER
.�y :, �:� _•.':.,• �:,a ....•. ti• '} 6 - S' OUTLET •� •.;r.+,^+.:..r.:'. 2'
•'s'" Date of Percolation Test: SEPTEMBER 26, 2011 KNOCKOUTS
Test Performed By: CARMEN E. SHAY, R.S., C.S.E. '
Results Witnessed By. Donald Desmarais (Barnstable BOH) - 5.s" OUTLET t^1{ 1z' INLET
/ I EXCAVATOR: Shay Env. Svcs. 1. ti: g• a•
JIrPercolation Rate: Less Than 2 MPI ® 30" .,:•,;_ ,:• " z
15.5'
THE ACCESS COVERS FOR THE SEPTIC TANK, Test Hole Test Hole 1.75.
_ ��;• DISTRIBUTION BOX AND LEACHING COMPONENT No. 1 No. 1 PLAN-SECTION CROSS SECTION
r- s r SET DEEPER THAN 6 INCHES BELOW FINISHED
-'"•'' ' =• '`' ` " '• ''•''` ' GRADE SHALL BE RAISED To WITHIN 6' OF
6 HOLE DISTRIBUTION BOX - H 10
STEEL REINFORCED PRECAST CONCRETE
FINISHED GRADE. DEPTH SOILS ELEV. DEPTH SOILS ELEV.
P LAN A EW INSTALL TUF-TITS GAS BAFFLES OR EQUALS 0 Sandy 98.50 0 andy 98.50 NOT TO SCALE
Loam Loam
3-24' REMOVABLE COVERS 10 YR 3/2 1O YR 3/2
0-- 6" Ap 98.0D 0 6" Ap 98.00 P LOT P LAN
3'min. clearance Loamy Loamy
-JT8' min• -12• min. inlet to outlet e.min.
13" '' Sand Sand
_ Liquid level- OUTLET 6•- 30' 10 Bo/e 6.- 30. '°'��e F PROPOSED SEPTIC SYSTEM U P G R A D E
96.DD 96.OD
0 OPOSED
E$ - 4'-0" min. Mod. Med. PREPARED FOR
Liquid depth Sand Sand K AT H L E E N M 0 R R I S S EY
2.S Y 7/4 25 Y 7/4
87.50 87.50
30'- 132 30"- 132 AT
553 OLD STRAWBERRY HILL ROAD
CROSS SECTION END-SECTION ASSESSORS MAP 273, PARCEL 003
TYPICAL 1000 NOT o SCALE ON SEPTIC TANK C E NTE RVI LLE, MA
QeSI n Calculations Number of Bedrooms: 3 Equivalent to 330 Gal. ay 330 Gal. ay per Title V r �N OF MA
9 Garbage Grinder. No ` Ssq REPARED BY:
Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) C /� Y
Septic Tank - 2 x330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. rJ� C �4RM�'N E. AJL1 l
SOIBottom�Area:N 0.74 gat/sq. ft. x AREA: Using 1a491.92tion tsgfft.
min./inch
2 gallons Perc #1 `� S E
Sidewall Area: NOT USED Depth to Perc: 30 to 48 NVIRONMENTAL SERVICES, INC.
Providing: =)364.02 gallons Perc Rate= 2 MPI NIf?•
9
Use: 4 ROWS OF 6-OUICK4 STANDARD CHAMBER UNITS WITH Groundwater Not Observed 185 ASH U M ET ROAD NO No Observed ESHWT FC+l.gi � A 649
ADJUSTED H2O Elev. None ANITAR
STONE FOR AN SAS HAVING THE DIMENSIONS: 12.83' x 26.0' 0�� MASHPEE, M 02
= '
Bottom Area: (General Use Approvat for 4.72 SF/LF of INFITRATOR TEL/FAX 508-539-7966
4 UNITS + 2 END CAPS per ROW = 26.0 FT ! SCALE: 1 "=20' DRAWN BY: CES ATE: NOVEMBER 2, 2007
4 ROWS x 26.0 x 4.73 SF/LF =491.92
DESIGN FLOW PROVIDED: 0.74 1t 491.92 S.F.) = 364.02 GPD PROJECT#SD1062 FILENAME: SD1062PP-DWG SHEET 2 OF 2