HomeMy WebLinkAbout0836 STRAWBERRY HILL ROAD - Health 836 Strawberry Hill Rd.
A= 230- 165
Centrville
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SMEAD
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UPC 12634
anwd oom • 11&b In WRA
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TOWN OF BAD STABLE
LOCATION 5 3G I` SEWAGE# aQ(G- ,
VILLAGE erg' ASSESSOR'S MAP&PARCEL 23 D P /6S-
INSTALLER'S NAME&PHONE NO. 71�1'',)r-c 1�rn i
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) `off.S00TJC� (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: 9-S I G COMPLIANCE DATE:C/-/Z. -/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) \\ Feet
FURNISHED BY��� (�J
Q i' �OT i l
1� 2CG,S J' D `3 5-
a1
® l+
No. � s Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpliCation for ;Disposal 6pstem Construrtion Permit
Application for a Permit to Construct( ) Repair(VKUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components
cation Address or Lott No. 9-96$' oz6erp W[t 1 RD Owner's Name,Address,and Tel.No.
Assessor's Map ar/P cel ,s
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
,�b14s A T�)r��N ��c sa � � d try t �c� t
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size L40.( ('? sq.ft. Garbage Grinder( )
Other Type of Building Cc-A �n [c, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3CD gpd Design flow provided 7 gpd
Plan Date '7 . ) — L Number of sheets `Z. Revision Date
Title
Size of Septic Tank 7r�5 ru,)4 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t{ ) �411�1 0.n0C)J Leo
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signedr Date Zq��Ci
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
i► ,
G(�_
No. fifi Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Mispo8ar 6pstem Construction Permit
Application for a Permit to Construct( ) Repairy(�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components i
Ercaiion Address or Lot No. � f fssui vC t("1 W it! R() Owner's Name,Address,and Tel.No. 1
Assessor p arc�el S ' '� ,. Pw (J f
IIn^s�taller's Name,,Address,and Tel.No. Designer's Name,Address,and Tel.No.
+�.Ca te,S A 7J /GC,�N �nK sa!��- � ►all"ear ins ��f�5
Type of Building:
Dwelling No.of Bedrooms 2) Lot Size L40,(xx:) sq.ft. Garbage Grinder( )
Other Type of Building Ife Ot+ral�/c, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) "33n gpd Design flow provided 3Y8) 7 gpd
Plan Date- -7- I , .- 1 L Number of sheets '�L- Revision Date
Title t
t Size of Septic Tank 67 x, 1•+ Type of S.A.S. 2 - 50o t„G.r)t4•�7 C 6�6.fs W y r`j b4e,
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) k k)C> -C.�1 (lc5o
Date last inspected:
Agreement:,
r
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
IL N Signed / Date /G
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 2-0 ! Date Issued a�
1 ,
- -- ---------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( 4--<pgraded( )
Abandoned( )by /VC
at �� 1/G us\O F//Yt..wn4+A, has been constructed in accordance
I
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer! -n )N c,s A I�c�► y� T nY Designer II�y c-r o- t—5 V-fc S
a
#bedrooms Approved design flow gpd
The issuance of this pp/e it shall not be construed as a guarantee that the system will c n� designe ('
Date V I ' Inspector
t i
----- - -----------------------------------------------------------------------------------
(6 — o� -
3
----------------
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Bi8tlo8al *p8tettl Construction Prmit
Permission is hereby granted to Construct( ) Repair( ��)!/ U�)ade( ))j Abandon( )
System located at �li '5 Zf6 W bfy(ifi CJ
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 ust be completed within three years of the date of this permit.
Date Approved by
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
5ARN.WABTX,
NIAW Public 1-1ealfix Division
Thomas McKeaun,Director
200 A-Main,Street,H3;annis. MA 02601
Wfitce: 508-862-4644 Fax: 5O8-790-6--",,,J-
Installer & Designer Certification Form
Date: (b Sewage Permit# 9,0�6-2QR Assessor's. Map\ParceI'Z-7-'O
Designer: L'!" �y t"C Installer-
Address: I Z. W& C" &.t 4 .j 4. � M4 Address:
0-rt-1, -6-3-114 v( M4
0 n was ISSLIed a pernilt to install a
(date) (installer)
septic systerp- at %rz n 4-'A based on at deqifayn drawn bv
(address)
IwL dated -7
Fde s--Cz-n—e.4
I certify that the septic systain referenced above -%?-as installed substantially according to
I-
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (ffrequiitd) was inspected and the soils
were found satisfactarv.
I certify that the septic systein referenced above was installed with rna�jor chanac�s
areater than 10' lateral relocation of the SAS or any vertical relocation of any cornponctit
of the septic system) bLit. in accordance with State k Local Regulations. a:'Pln'rP_vISioi`I or
certified as-built by designer to.follow. Strip out (ifrequired.) was inspected and the soils
were found satisfactory.
J certvfj, that the syStern referenced above o,,a5 constructed Hitl COITIVIIIInce "Y'Ith itic tem-t-'i
of the RA approval letters (if applicable)
'j,
PETER T.
McENTEE
stalleiCs Signature) CIVIL
35109
—---------
(Desicyner's Signature] (Affix Desia .1-Jere
PLEASERETURN TO BAR STABLE PU.BII.0 HEALTH DIVISION. CERTIFICATE
OF-COMPLIANCE WILL NOT BE I'SSUED UNTIL BOTH THIS FORM AND AS.-
BUILT CARD ARE RECEIVED-BYTHE BARNSTABLE PUBLIE HEALTH DIVISI[ON.
THANK YOU.
Rev
Town of Barnstable P# /5'1�9y
Department of Regulatory Services /
, LM Public Health Division Date G.6
�A r a ,e�� 200 Main Street,Hyannis MA 02601 rE
- fFa►uct
y
Time
Date Scheduled �o o !�I (�d
e Fee Pd,
Soil Suitability Assessment for Sew ge Disposal
CD
Performed By:_ � d1Fe 2 S(i #f $�/ 2-w.
ttnessed BY JA 1J
LOCATION & GENERAL INFORMATION
Location Address 'F 3 Owners Name
pal '
Address Ca-_7, 6 S t rq v,S Hai
Z�� �� Cev'j-f r—,-1 1�
Assessor's Map/Parcel:
Engineer's Name r
e e��
NEW CONSTRUCTION REPAIR Telephone.#
Land Use —Ke.s t(�ZdL01 J� --
' Slopes('Yo) Surface Stones
Distances from: Open Water Body ft Possible Wet Areal,3 ft Drinking Water Well�e-S_6 ft
Drainage Way /"f 14_ ft Property Line _���Iqt Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perk tests,locate wetlands in proximity to holes)
en"
Parent material(geologic) v y}�� Depth to Bedrock- A r A
Depth to Groundwater. Standing Water in Hole: N IA- Weeping fColn Pit Fare
Estimated Seasonal High Groundwater > / 2,0 y
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Death Observed standing iaobs.bole: in. Depth to Soil mottlesr
Depth to weeping from side of obs.bole: in, Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj,factor— Adj.Groundwaer level_
PERCOLATION TEST D to Time
Observation
Hole# ��f Time at 9"
Depth of Perc 2 CL Time at 6" ,
Start Pre-soak Time @ > Time(9%6")
G. (s M,11
End Pre-soak
L ?—
Rate Min./Inch.
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 into be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one (1) week prior to beginning.
Q:ISEPTICIPERCFORM.J)OC r/C
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders.
on i ten ravel
d . Pr I� S to a'L Y'12-
t^A
DEEP OBSERVATION HOLE LOG Hole# -Z_
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsi en �o ra el
2- f 2d NL—C Sawl� 2.5`t°Fl 76 (s,q.K
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color ' Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistengy, Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from SoiI Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stores;Boulders.
o si e
Flood Insurance Rate Mai. �(
Above 500 year flood boundary No— Yes 1
Within 500 year boundary No 2!1�' Yes.:__r
Within t00 year flood boundary No 6, Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervr us material 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
(1 l`l5J
I certify that on (date) I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed.by me consistent with .
the required training,expertise and experience described in 310 CMR 15.017.
Signature Date �7�? � 4
Q:45,Bp'i'IC�PBRCFORM.DOC
LOCATION �,ct . SEWAGE PERMIT NO.
VILLAGE
INSTA LLER'S NAME i ADDRESS
BUILDER OR OWNER
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED
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No..�.t..-.� FE ..............................
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THE COMMONWEALTH OF MASSACHUSETTS
3� BOAR F HE TH
(- ...............OF........... .._...----------.` -�-•----------
Applira#iun for Uhyao�al arks Tomitrurtiun Frrutit
Application is hereby rmade for a Permit to Construct (L-<or Repair ( ) an Individual Sewage Disposal
system at: / �#� J�J�I�'1�i1�� ��`." _lG� .�k�vVl _........-------- c --- -- .......................
caf" ess - or Lot��y
.. ._..� -----•-- C ��
....... ............... - =-..------------.................- ------
w e � // _ A dress
a -•---------------------•-•---------------- •-•- ... --•...••-•--....-•- --....--•--------._........-------.............•---
Installer Address
Type of Building Size Lot..........,,J -----Sq. feet
V Dwelling—No. of Bedrooms.__...__..3............................Expansion Attic (/(-'p Garbage Grinder (Alp
Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
a' Other fixtures ••••••••-•-•----•-------•-------
W Design Flow________________ .......gal per person pF day. Total daily flow.___._._.3.3_......................gallons.
WSeptic Tank—Liquid capacit/ _gallons Length_____ ________ Width...Q......... Diameter................ Depth................
x Disposal Trench—No. ............... Width_.___.._._._ Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..../.............. Diameter.....P--_--_____ Depth below inlet.................... Total leaching area6;7-0-0....sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by................... -••---•••---•--•••••••--••--•-•-•••-•--•------•••---•• Date........................................
Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water.........................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
ODescription of Soil--••-(�,1'' ........... ..............•-•--•------------•••••-•-•---- ---------•-------•-••-•••--•--•---•••--••---••-••••--•-•••-••--•••-••--.._..----•••-
x P
w ._._.._.... -./I..._.._
x ...........................................--•••••••--••••--------•••-••-•-••----•-----•--••-•-••••----•-------•--•-••-••---------,--••-••-•--------••••••••------•-•----••••---••••-•--....---••••-••-
U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________
------------------------------------------•---------------•------•-----------------•--.....----------------...-------------------------------•-•••••----••-•-•-••-•--•-••••••••••-•-••--•----••---••••.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iI;'I E 5 of the State Sanitary Cod — e un rsigned further agrees not to place the system in
operation until a Certificate of Compliance has b n ' ued 't oard of health.
Sined ...... ..... ............................. ..................................
Date
Application Approved BY = -------
_---
-----------------
...
Date
Application Disapproved for the following reasons--------- ----•---..._...---•---------------------------------•-------•-•---•••-•---... - --••-•-...---•---•-
.....-•---------•---•---••-•-----••------••-•----------------------------------------------•-------------••--•--•--•-••--•••••••••--------•-•----•-••••-•---------••••••••-----••--•••-•--••••-----•----
Date
PermitNo......................................................... Issued.......................................................
Date
No..�1..... !.`y w FK>K'�.. ....�.S.
w
THE COMMONWEALTH OF MASSACHUSETTS
BOAR F' HP ► TH
z �� �.
Appliratiou for Disposal Works Tonstrnrtion rumit
'{ Application is hereby mad for a Permit to Construct (LI"or Repair ( ) an Individual Sewage Disposal
System at:
..... .... ..----- ._...
ocati n E dress
- .............. ..... --- ---------------...........
.
W ..i .. A dress
----- --------
� Installer Address
UType of Building Size Lot......--•---,/-CD..Sq. feet
Dwelling—No. of Bedrooms.........3............................Expansion Attic 01) Garbage Grinder (/1`p
`4 Other—Type T e of Building No. of persons............................ Showers
0.1 YP g --•--••--------------------- P ( ) — Cafeteria (-•-)-
Otherfixtures ..---•---------------•-••----•-------•----...•••-----......•---------...------•------------•------------••-•-•--- --
W Design Flow................ .....................gallons per person p r day. Total daily flow........ . ......................gallons.
WSeptic Tank—Liquid capacity/l,,1��.gallons Length----- ------ Width...?......... Diameter................ Depth................
x Disposal Trench—No. . _____________ Width..10.......... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..../.............. Diameter............... Depth below inlet.................... Total leaching areaZ!`V..._sq. ft.
Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
�+ ,r ------------------•• •. .....
Descriptionof Soil----P -- .•.............................. . .•-----------•---•---------•---------••••--------•-----------••--•-•-------------
�4 ..................................9...... ..,L,�Z-4��z<.,,�l------49
- ....-
w
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
....---••------•-----••-----------------------------•----------------- ....................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TTTIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has b en sued, t board of health.
t...
* ........
• Date
Application Approved BY = '; -.. .............:.... .._2_-a/..........
Date
Application Disapproved for the following reasons--------- -----------•----•----•--------------------...---------------•-------•..............................
Date
PermitNo......................................................... Issued-.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOAR OF �A�H
l ;
..........................................
OF.........' '........... .........................................................
(9rdifiratr of f ompliattrr
THIS IS TO CE IFY, That the/Individual Sewage Disposal System constructed ( or Repaired ( )
by _ !�? !.ram .. -----•---• ..........................................
...............
` J ✓ � �IfZ...
has been installed in accordance with the provisions of TITLB 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.el__._?l ................ dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.................. ................................. Inspector..... .......................................................
THE COMMONWEALTH OF MASSACHUSETTS
_ .
BOARDj OF Hq�/tThl 2-r
'� �!��f /f...........0F......../E . f/ ....✓ i r
No:r_ ..2/.Z.. FEE..:.:.:..............
... .-. �i��r.sx��tlr. nrk� �nn�#rnr#ilan anti#
,
Permission is hereby granted --'----------- -------•---••--•---------------•----••-------.......---................----
to Construct ( L )or;Repair ( ) an Individual Sewage Disposal System Z
at No.................. �' �t,G�,.�- l , t •e /c�:.�r it
---------•-••--•-•-•---••.------.. --- --------------------------._
Street
as shown on the application for Disposal Works Construction
,Rermit No..................... Dated..........................................
u oa
DATE----------------------------------------------•-•---------••-------------•------
Brd of Health
�
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
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l-� ` PP ICATION FOR PERC�OjLATION TEST AND OBSERVATION PITS
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LOCATION "T-0 LAW�jC M NO. P ;>9.6
VILLAGE M12f11/lE DATE AC 1& 1
APPLICAN C
ADDRESS TELEPHONE NO. -1`II-1'13-1 (Non-refundable)
•ENGINEER JbA-�( Q,+ IyyF_ TELEPHONE NO. _ �1
DATE SCHEDULED a�p7!` /S./Y1& 9i 30 �Vlt►1.(� �MC �Av +/1-I'm�
(Applicant' s signature)
O 0 0 O O O . O . O O . . . . . . . 0 0 0 . 0 . . . . . . . . 0 . . . . . . . 0 . . . .
SOIL LOG 9
SUB-DIVISION NAME DATE TIME 3�
EXPANSION AREA: YES NO��' ,� ENGINEER: i. "
.TOWN WATER PRIVATE WELL./ ,J �2 BOARD OF HEALTH
CmNol— EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and
percolation tests, locate wetlands in proximity to test holes)
NOTES:
i -
ki
401a,0
\\ 1
PERCOLATION RATE:-/ /V 012
TEST HOLE NO: ELEVATION: TEST HOLE 'NO: ELEVATION:
9 1 4oMil 1
j 2 S 2
3 : 3
4 4
5 5
6
7 G �> 7
i8 8
9 9
10 10
11 11
I 12 12
13 13
14 14
15 15
' 16 16
' SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING' FI-ELD__LEAC NG PITS
LEACHING TRENCHES-
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
NOTE : ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY BY P . E , AND RETURNED TO BOARb OF HEALTH
COPY: RETAINED BY APPLICANT
equaquet
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C pt.
/ / 29'2g,S �+q 3 / 6 ql �
y O
Great Marsh Rd s �o � i Benom v` 28 / �43 Q3+
cei Route / L 0/f 3
Route 28 /
west Moira St /y� 40,000 fSF i/ x 5s.67 x 63.01
LOCUS MAP PARCEL/ ID: 2, 0-165
NOT TO SCALE / ` x 58.71 ti
V. / /// 57.43 SII x 59.87
t - 98 -- EXISTING CONTOUR p / / /
t{ t X 100.98 EXISTING SPOT GRADE Q0)
102 PROPOSED CONTOUR /�O ^� / 57s9// X x 59.14 \ 04
-W EXISTING WATER SERVICE / 64.90 i /' 58.98
2 / / x 56.61 / i
-(`, EXISTING GAS SERVICE � / � 59.45
TEST PIT
BENCHMARK
LEGEND x 58.63
/ � 55.73 / �
.00 // 0
+59.771-1
x 58.29
/k�
56.1�/+ w 57.92
7.31
x 61.07 60.87
i Ir/ j�� •: // DECK �2� X •��s
/ I EXISTING -___��
HOUSE(#836) ' 61'g5 X 62
/ 59.14
�n ;I 58.57} x T.O.F.=63.2t .N
N1F 62 C> 30. X 62,52 x 63.52 0j �O
1 60.08 O 63. 62.97 n/
�s
57.74 X 6.55 1p 62.64.
�� 6�.2
I
10
0.00
I I Th-1 '
\ I I 12.
CX s
. ;:. EXIS77NG-SEPTIC TANK - -
,a :
I �•._..: \ (TO REMAIN)
�� t ':° : \ TOP OF TANK, EL.=60.64f(VERIF
9 \\\ 0.00 IN V.(OUT)=59.30t(VERIFY)
X °4a9 EXISTING LEACH PIT
ti 9{g GARAGE -<.': CONTRACTOR SHALL PUMP,
62. 4b FILL W/ SAND AND ABANDON.
x 6 .56
6.99
BENCHMARK
62.77
OUTSIDE COR.IBOTT. STEP 62.42
EL.=62.64 (Assumed) 60
61.74 1.44 i
1
i/ .56
r
tw 'S8.2
I 58.1
OF tN I�.,,. �
,4S
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y
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(' McENTEE �
CIVIL I 7.r-n 1 + 1
N o. 35109 J
�oF G/SlE m
. 6�
�����C� _ 20.00
OWNER OF RECORD 1. � 4'27'45'�� --SS-
WENGER, ROBERT A & BONNIE J 51.46 i 52.69 EDGE/PAVI 53.65 54.26
523 MAIN
ST
CENTERVIL E RMAT 02632 I.J 1 RA I'I LJ JJ RR 1 HILL l L L RO1`11J
Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. 1..=30' P.T.M. 177-16
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET No. 836 STRAWBERRY HILL ROAD HYANNIS MA
(508) 477-5313 7/19/16 P.T.M. 1 of 2 Prepared for: D.A. Brown, Inc, P.O. Box 145, Centerville, MA 02632
1
GA
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:57.0
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3"
OF FINISH GRADE FOR INSPECTION PURPOSES
AND SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE
T.O.F. PROVIDE ACCESS TO GRADE OVER OUTLET COVER
EXISTING F.G. .G. EL.=60.Ot
.G. EL.=62.3t � F.G. EL.=60.3t
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 26' L = 5'(MAX.)
S=1% (MIN.) 0 S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
it 6"
Ill 10"I
{ g 6a9aa BB
(1 aa6aaa6a�aEXISTING 48��LID B
ADD 4' 4.8' 4'
GAS INV.=57.47 PROPOSED INV.=57.30
INV.=59.30t D-BOX EFFECTIVE WIDTH = 12.8'
EXISTING INV.=56.50
ri EATING SEPTIC TANKS (FIELD VERIFY) 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-=10 RATED
TOP CONC. ELEV.=57.3t
BREAKOUT ELEV.=57.00 41
INV. ELEV.=56.50 P=1
s
NOTES: e
easess
�i 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaas
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=54.50
4'
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W.
LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO GROUNDWATER, EL.=49.50 -
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON 3/4" TO 1-1/2" DOUBLE
OUTLET TEE AND REPLACE IF NECESSARY. WASHED STONE
SEPTIC SYSTEM PROFILE 3" LAYER OF 1/8" TO 1/2-
DOUBLE WASHED STONE
N.T.S. (OR APPROVED FILTER FABRIC)
GENERAL NOTES: SOIL LOG
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: JULY 7, 2016 (REF. P#15,094)
2..ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE PE, (SE#1542)
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DAVID STANTON R.S.
LOCAL RULES AND REGULATIONS. HEALTH AGENT
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ELEv. TP- 1 DEPTH ELEV. TP-2 DEPTH
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. 59.5 A 0" 60.4 A 0"
4. ANY-CONDITIONS ENCOUNTERED DURING'"CONSTRUCTION DIFFERING - LOAMY SAND - LOAMY SAND
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 58.9 10YR 4/2 10YR 4/2
ENGINEER BEFORE CONSTRUCTION CONTINUES. 7" 59.7 8"
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM (BARNSTABLE G.I.S.f). B LOAMY SAND BLOAMY SAND
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 5/6 10YR 5/6
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 57.0 30" 57.7 32"
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C C
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PERC
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
30"/48"
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS M-C SAND M-C SAND
2.5Y 6/4 2.5Y 6/4
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES. 5% GRAVEL 5% GRAVEL
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY & COBBLES & COBBLES
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 49.5 120" 50.4 120"
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND NO GROUNDWATER, PERC RATE: <2 MIN./IN.
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. ®®®® 0
®®®®®® ®®®®® 33"
DESIGN CRITERIA N > ®®®®®® ® ®®®®
f Z ®�®®®® ® ®®®®
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 102"
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 330 GPD
DESIGN FLOW: 330 GPD 4" KNOCKOUT
GARBAGE GRINDER: NO-not allowed with design 20" DIA. COVER
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
.74 GPD/SF 4" KNOCKOUT / 4" KNOCKOUT 58"
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 4" KNOCKOUT
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
SIDEWALL AREA: 2(12.8' + 25.0') x 2 = 151.2 S.F. 500 GALLON CAPACITY, H-10 LOADING
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F.
TOTAL AREA:.........o....................................................471.2 S.F. CHAMBERS
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD
N.T.S.
Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. NTs P.T.M. 177-1 s 836 STRAWBERRY HILL ROAD HYANNIS MA
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 7/19/16 P.T.M. 2 of 2 Prepared for: D.A. Brown, Inc, P.O. Box 145, Centerville, MA 02632
I 1