HomeMy WebLinkAbout0018 GLENEAGLE DRIVE - Health F,8 Glen Eagle Road
Centerville
A= 191-165
S M E A D
No.2453LOR
UPC 12534
smead.com • Made In USA
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No. 1 01 Fee `
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplitation for Misposal *pstem Construction i3ermit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. /e /c*&of✓l ��• Owner's Name,Address,and Tel.No. 78/— 1/11YK
Assessor's Map/Parcel / 6y— �Ca �c/C�
Insta is Name,Address,and Tel.No.kTa TT�,�$',Q� Designer's Name,Address,and Tel.No.�s d8� yT�--����
lee/��it<ffi? �q/�� rGe:O _S2s�Wc S���r"�.� ,��q�'.�eee•�5��. wooGS
Type of Building:
Dwelling No.of Bedrooms J Lot Size /7 . /, sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 734 gpd Design flow provided gpd
Plan Date 2�i 7AZ l Number of sheets _7a_ Revision Date
Title
Size of Septic Tank /6 o p Type of S.A.S.
Description of Soil s"a
Nature of Repairs or Alterations(Answer when applicable) &j e �o,(�,:friar /o po/ 65�-
llSs�l� �./�Gi J'Sr/D ,�/✓"3' � s—Op �r�f /r7��® �6i t2 car�G�"�
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 He
Sigried a Date 2r/
Application Approved by Date daZ
Application Disapproved by Date
for the following reasons
Permit No. 1jt��1 off- Date Issued 2�
No. 019 v Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Bisposal 6pBtplu Construction Vermit
Application for a Permit to Construct( ) Repair W)/Upgrade( ) Abandon( ). ❑Complete System ®�I'ndividual Components
Location Address or Lot No. /8(�/rrr,�c��/ /�f Owner's Name,Address,and Tel.No. T 'i— 77 '- y'' '4!f/
G
Assessor's Map/Parcel .Sr err,- v-fi4✓C � u �Ie•>� v+h.off
Installer's Name,Address,and Tel.No.J_Oe��-r � Designer's Name,Address,and Tel.No. 5 68- °/T7-s'71.-'
��44'e- /-f dos't rGa"OF -S,'sr0'-C .010.-
~`3SU -.�!G/%r ST ��' mod•w6ai�s 1ii� �y 'S� f%JS /�i I"� c!; ^'�/�lcr l�
Type of Building:
Dwelling No.of Bedrooms Lot Size /�?..,cam/�; sq.ft. Garbage Grinder( )
Other Type of Building
Other Fixtures
Design Flow(min.required) 7347 gpd Design flow provided'. 7' gpd
Plan Date Number of sheets _:; Revision Date
Title 1
` Size of Septic Tank /d O Type of S.A.S.
'.Description of Soil 7--, „s'c,«A_eol
,...
4
Nature of Repairs or Alterations(Answer when applicable) ems/ ,r
— o
�a
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-. -
' r- .�^�
- - _ -Signed fi� -i� �. - •- _ � ;._Date
Application Approved by 1, ---'" Date ?/-7,4/ f
Application Disapproved by f Date r
for the following reasons
Permit No. ^" -1C Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliante f
THIS IS TO CERTTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( 1;,)� Upgraded'(
Abandoned( )by
at /® x"'%'6'f ww101 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2'41'0gti dated � ��
Installer�63 C� Designer
#bedrooms 3 Approved design flow Z 10 gpd
The issuance of thisrpermit shall not be construed as a guarantee that the system will-funcjtion as designed.
4s //
Date �3 ��,��.� � p ,.� . : . , . �> �'� ":Inspector'' � � i^rd�, � � .t �„.:,�t....a .,.�•R�� .� .,w, . .
- 7.. ��,a. Ye:"•" .:. a-; nia= «.w n.- i,.>r..-° .,„+:,,. s;:i rr-
-SNo. -Q `0 , Fee I 0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal6pstrin Construction Vermit j
,. Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) F
System located at / 67!7
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.
i
Provided:Construction ust be completed within three years of the date of this permit. �''; ... . i
Date 3 � Approved by ,�^�.d
i
i
Town of Barnstable Regulatury services ..
Richard V.Scali,Interim`Director
��� Public 11.ealtih biviisi n
Thoanas.McKea.n,'Director
200,1i'lairt Ste-eet,fflyannis,.MA 02b03... - ,>
Office: 508-8624644 fax_ 508=7906304 n
Installer:&Des ianer Certification Form
Date: 2 J Sewage Permit# ;�7,jzl— o yBAssessor's Map\Parcel
Designer: ., fir ,`d,ee�-„n� to ry x s lvi<' . Installer:. 4ca,
Address: JZ W� CrusiC eId R Address: Q ct
1—o��e s I plc a le M A
r
On a 2 was:issued a permit to.install a
(date} (installer)
septic system at = GrM A.ecg_ � based on a design drawn by
address)
Cn yr'neer111?y, fyG,1_&S k( dated- � i 7 � t
(designer)
,I certify that the septic system referenced above was-mstallzd substantially according..to .
the design, which inay include iiinor•approved;changes`such as laferal relocation of the
distribution box and/or septic tank.. Strip out (if reduired)',rras inspected'and the soils
were lbund s-atisfaetoty.
I,ce.rtfy that the septic system tefereticed above was installed with majorychariges {t.e. .'
greater_thati•10' Iateral relocation of the;SAS oranyveihcal,relocatioii ofaty 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 referenced'above -wa&constructed in with.the=terrri
of the I\A approval letters (if applicable): PVT
(Install'er's Signature) C>vit
tqp;3S1t>9
n.:
Q1sil�`i
esigner's Signature) (Affix Do- igne.. ere)
PLEASE RETURN TO<-BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF` COMPLIANCE WILL NOT BE-ISSUED,UNTIL BOThI T,-HIS FORM AND AS-
BUILT.CARD ARE RECEIVED BY THE BARNSTABLIE<PUBLtC HEALTH DIVISION''
'FIFIANK YOU.
Q:',Septic Designer Certification.Form Rev.B 14-13.doc
Engineers note:This cer ification.is limited to an as-built inspection of system components.as installed prior,to backiill.The
enginee(did not supervise construction of the systemt'The installer:assumes'responsibility for all`materials,workmanship,backtilling
to specified grades with proper compaction and setting risers/covers as-shown on the design.plan.
<7 TOWN OF BARNSTABLE �ry
LOCATION 7� ��£It L-a,�.e . SEWAGE# 0
VILi4kGE i .e
ASSESSOR'S MAP&LOT
INSTALLER'S NAME&PHONE NO. L n� I a S P P t ,_ J o�e S
SEPTIC TANK CAPACITY I'jQQ
LEACHING FACILITY:(type) gI In Sw qo I ckaako-�F)
NO.OF BEDROOMS 3
BUILDER OR OWNER CSC)f1 Q VO/\
PERMIT DATE: �bI aQ la r COMPLIANCE DATE: a
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
AI'll
Aa- 19
A3- 38
Ali-q5
Cit- Iq-�
133-111-4
1314-49-�
LOCATI SEWAGE PERMIT NO.
Lul-
VILLAGE
O-e
s 5
I N S T A LLER'S NAME `i ADDRESS
Yc h
BUILDER OR OWNER
DATE PERMIT ISSUED 13 --
DATE COMPLIANCE ISSUED
Ji
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- _ . r .•• . .. ~`' bit _._.,;.. - ��.
No.._.. ...^tz. Fss.. . .................... t
THE COMMONWEALTH OF MASSACH'USETTS—;-
BOARD OF HEALTH
� CC
i
pphration for Uiiivn_Fat Vork,s Toftstrnrtion FaMit v
Application is hereby made for a Permit to""Construct ( ) or Repair ( ) an IndividuA Sewage Disposal
System at... ... --- ..
Vim._....... ••-- • _......_... - -
1-�Co ati ddryws t 6X or Lot o, -
//'�� p /p+(�^•ne�J � Address
_jZ
Installer Address
d Type of Building Size Lot....17.t-X/.. _-..Sq. feet
U Dwelling—No. of ........ .Expansion Attic ( ) Garbage Grinder ( )
.3------•-----
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
a - ------- 3 ----- -------------d Design Flow........_. Si........................gallons per person per day. Total daily flow.........__ 0.._......:_.-
Other fixtures __________________________ _
W g - g P P P Y Y ..............gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width-................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area._...............sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed bY.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test.Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--___.......__....._...
x -------------------------------------------------------------------------------------------------•---------•-------••-................-• .................
0 Description of Soil..................................................................................................................................................
W
W •-•-••-------------------- •-------.._...__.._.........._._.._...._..._..---._.....----......_......_....-----......_....................__............................._.__....._......._...._..._..._.
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 I IL 1 a. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee • sued by the boa of health.
Signed-------bee
-.�c�.��C...�------ --•------•---------•-••----A------ --------•----�t---- ------�
`�'.• lication Approved B ....1a i ,. -•---•. 77`- PL'�c_�PP PP Y
a Dare
Application Disapproved for the following reasons-------------------------------------•-----....'5;,..
Date ..«
PermitNo......................................................... Issued-------......-:
Date r
No.... ....4-
............... ........—
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..............OF.........................................................................................
............................
Appliration for Uhipoiial Works Toui3trurtion Vrrmit
Application is hereby made for a Permit to Construct or Repair an Individual-Sewage Disposal
System at:
............ ...................... ........................................................................7---------------------------
.......... ..........................
Location w,Address---) i or Lot iNo.
CA�Z -1,S.I-A t ---------
........................................ ........................ .........
6'Wner.- Address
.........
.............................................. ............................................... ..................................................................................... ..
Installer Address
Type of Building Size Lot....L.2t.................Sq. feet
U
Dwelling—No. of Bedrooms...........3..............................Expansion Attic Garbage Grinder
Other—Type of Building ............................ No. of persons............................ Showers Cafeteria
Otherfixtures .....................................................I...............................................................................................
Design Flow.........:1-A.'i------------------------gallons per person per day. Total daily flow.........�-------?V..........................gallons.
---*-----*...............gallons.
--
P4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter__.___..._...... Depth................
Disposal Trench—No. .................... Width...._.......__.__... Total Length.................... Total leaching area-,..................sq. f t.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.._............._... Total leaching ar(,a__................sq. ft.
Z Other Distribution box Dosing tank
Percolation Test Results Performed by....................................�.,7................................... Date.......................................
Test Pit No. I................minutes per inch Depth of Test Pit............_....... Depth to ground water.._................._.__.
Test Pit No. 2................minutes per inch Depth of Test Pit____............_... Depth to ground water.._.-_____.........._...
.............................................................................................................................................................
0 Description of Soil........................................................................................................................................................................
U ..................................................................................................................._..................................................................................
............................................................................................................ -------------- .........................................................................
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 TILTY 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been-issued by the board,,of health.
........ . -=.±.................. ...............................
Signed......St�-, ..........................
Date
Application Approved By....._ . ....A....,.--- ............................. .......... 5' DJa4-e10-.Application Disapproved for the following reasons:.................................................................................................................
...................................................................................................I.............................. ................................................................
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................OF.....................................................................................
Trrfifirate of Tompliaurr
THIS IS TO gERTIFY, That the Individual Sewage Disposal System constructed or Repaired
by............. ...........0? ...................................................................................................................................................
Installer 10,
at................Q��......sy..... 04.l,............ ...................................................................................
has been installed in accordance with the provisions of TITIR 5 of The State Sanitary Code as described in the.,
application for Disposal Works Construction Permit No--------------!!Jtt .">.......... dated..............................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY. __10AW"
DATE.......... ........X----0.— ...... ----------------------------------------...9V......................... Inspector.
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................OF..................................................................................... FEE.......................
or u C-Lonotrudion "prrutit
Permission is hereby granted--..-... ...........................................................I.,.................................................
_to Construct .1 -or �p ir an l Ddividual Sewage Disposal System.'
at No........... _�........�/................................ ............ • ......................
- -----------------------------------------------
Street
as shown on the application for Disposal Works Construction Permit No.__..._...: ... Dated______________ ...................
.........................................
Health;rsoard of
DATE................ ....................................
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS
d:;,j L.L Q LE ;rAMIL- 3eEDR00AA ,
SrcYTtG TA164tL•• 3�543�X 154D(- 49 jGPlc� _ _ ,
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P LA �Ct l P.A'T - t�•11.1 ? AVw o'Z�lY Q qb•� ;W IL wo'� 6acP • .,
} t .. (�hj .I TEST�p� Z�•MlN��.�. . ;
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tit �,y J 1 0 Fh, gox
sue.---.=, ;• .>.:� ��.�- $; . -._._.__ -� ...�.aF,,tt, ...�. - _,__.__.-......---;.-_______.. ._.
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QL d 1�1 2Fx--ezG-WC.r---
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1•ieci`I:oa•.t -GpNcpt..�f S WtT•H 'rca,E. �;t �11.1tz=,, LvT 54
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Tdw" oF• �A>~NS�Q�t=Al�t� 1 s. ti►�-,— . . Gay �3�►czn�STp.�3�.E
I.UGATEa=, W 7141 W T"Ez I:-Lc>ob Pl-A1U. SVQV�� Go1.tSvt_-rgNT✓ 1NG.
v ATIC ZLAJ
ISTt�: u� tL,a�,�o <,vevt-yet
TNdS P1-0W 14• UOT 8A5ED OU AU 104 MEuT otTC..ZVtl I C- A4A.SS•
5utve`f 4 T"r- oFFsQT; -5WoULb UOT 15E U"er> n"-%C-A.wT
To
-
- gg -- EXISTING CONTOUR
.M
x 100.98 EXISTING SPOT GRADE �. n
100.39 W PROPOSED WATER SVC. t} «
1: 1
G EXISTING GAS SERVICE b ' L] �( �romviirJi do 1
OVERHED WIRES
° TEST PIT `;j
�r
� BENCHMARK I. ..:a:• (f ry
I x 10 LEGEND
100.10 l �' (J Q
/
\ 105.43 X N 828, 18Gleneagle,Or,r
20"•1 w ': Cs; '� Centervllle,�MA02632
3, .a r r
!E'o 103.84
x 10 5.6 5
l 99.88 /�i 104,5T�194—
`J F . .:.. _r
y, : ,•''• x 104,10 t o C u
�.::. SHED
104.25
x ` LOT 54 '
ppr LOCUS MAP
� 101,01 � 102,85 ok � ` 17,216E S.F.
GARAGE
X /� Q x 10 4.2 9
� x 105.64 /
4, GENERAL NOTES:
PK S Tf i 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
100. 0 X 102,6 BOARD OF HEALTH AND THE DESIGN ENGINEER.
\ .EX/STING 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
\\ X 105.41 / ^ t-) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
100.01 HOUSE(#18) / LOCAL RULES AND REGULATIONS.
99.31 "3 x T.O.F.=101.3E DECK / ^ - 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
101,01 / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
.a Bo opprpk� / Z DESIGN ENGINEER.
BENCHMARK 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
MAGNETIC NAIL SET EL.=100.00ENGINEER BEFORE CONSTRUCTION CONTINUES.
N x 100,46 Cx 06,02 4 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
99,65 X \ X 107.17 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
EXISTING LEACH PIT 99,96 + \ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
TO BE PUMPED, FILLED / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
W/SAND & ABANDONED \ ` �' 0 00,69 x 102,22 \' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
99.31 �� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
98.81 + z I AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
\ ' X 105.04 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
TP-1 i \ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
15' 99 �!.•: ' ° 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
�-► + � EXISTING SEPTIC TANK
O 100.37 , \ (TO REMAIN IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
�6��1 1 TOP OF TANK, EL.=99.74t REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INV.(OUT)=98.40E INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
98.22
99.12 N ���, of Mgss, PARCEL ID: 191 - 165
98,81 �Q Cy
nc line o PETER T. is ; PROPOSED SEPTIC SYSTEM UPGRADE PLAN
X fee McENTEE
99.04 CIVIL "'
PROPOSED S.A.S. Na. 35109 � 18 GLENEAGLE DRIVE, CENTERVILLE, MA
2-500 GAL CHAMBERS ,cam O Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673
SURROUNDED W/4' STONE �
S i � OWNER OF RECORD Engineering by: SCALE DRAWN JOB. N0.
i DONOVAN, KEVIN J & DEBRA AEngineering Works, Inc. 1"=20' P.T.M. 121-21
( 80 SHIELDS ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
-2_��- 1 Z' MASHPEEE, MA 02649
(508) 477-5313 2/17/21 P.T.M. 1 Of 2
11 '
a ,
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SEPTIC TANK SHALL NOT ;BE AT, OR BELOW, EL.=97.0
INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE DECK
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D—BOX OF THE PROPOSED S.A.S. EXISTING
INSTALL RISER & COVER PROPOSED S.A.S. HOUSE(118)
SET TO 6" OF GRADE INSTALL RISER & COVER ;OVER ONE CHAMBER AND T.O.F.=1013E
T.O.F=101.3f SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
F.G. EL.=100.7f F.G. EL.=100.7t F.G. EL.=100.3t F.G. EL.=99.1 t
to 100.2t
JI q MAINTAIN 2% SLOPE ' .'OVER S.A.S.
' L = 2 4'
s=1% MIN. L = 5' o
4"SCH40(PVC) 5=1% (MIN.) 2" LAYER OF 1 8" TO 1 2" M
ANPAPOR
6., 4"SC 440 PVC
DOUBLE WASHED STONE nj
is"1 s as $ as (OR APPROVED FILTER FABRIC) C5, �
�a„ 2' EFF. a 3 M3 h ��
EXISTING Q. LIQUID DEPTH aaaaaa_a --3/4" TO 1-1/2" DOUBLE A pc'
LEVEL WASHED STONE r0�' 0`
ADD INV.=97.17 PROPOSED 4' 4.8' 4'
GAS MFFLE _ INV.=97.00
INV.=98.40 �� EFFECTIVE WIDTH = 12.8' � PROPOSED S.A.S.
(VERIFY) 3 OUTLETS INV.=96.50 ���� 2-500 GAL CHAMBERS
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS ; SURROUNDED W/4' STONE
SURROUNDED WITH STONE AS SHOWN
H-10 RATEDCpA
TOP CONC. ELEV.=97.3t 11` 25 F�NOE
BREAKOUT ELEV.=97.00 1 FROM
NOTES: INV. ELEV.=96.50 ease SEPTIC LAYOUT
NONE WOMEN line
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaaaaaaaa ce
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=94.50 fen
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' 2 x 8.5' = 17.0' 4'
ON A MECHANICALLY COMPACTED STABLE BASE OR 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 PERVIOUS MATERIAL
CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION ®®EO® 0
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=88.2 ®®®®®® ® ®®®
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE H 37"
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. Of
It w ®
SEPTIC SYSTEM PROFILE N z ®L_ffu
102"
SOIL LOG
DESIGN CRITERIA DATE: FEBRUARY 18, 2021 (REF#TPT-21-29) 4" KNOCKOUT
SOIL EVALUATOR: PETER MCENTEE SE#1542 20" DIA. COVER
NUMBER OF BEDROOMS: 3 WITNESS: DAVID STANTON R.S. HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT / 4" KNOCKOUT 58"
DESIGN PERCOLATION RATE: <2 MIN/IN gg 7 A °" gg 7 A 0" 0
DAILY FLOW: 330 GPD LOAMY SAND LOAMY SAND
DESIGN FLOW: 330 GPD 99.4
10YR 4/2 10YR 4/2
B 4„ 99.4 g 4„ 4" KNOCKOUT
GARBAGE GRINDER: NO-not allowed with design LOAMY SAND LOAMY SAND
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 97.7 10YR 5/8 10YR 5/8 500 GALLON CAPACITY, H-10 LOADING
24" 97.2 3°".74 GPD/SF C1 C1 PERC CHAMBERS
EXISTING SEPTIC TANK: 1500 GALLON CAPACITY FINE SAND FINE SAND 26"/44"
PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 10YR 5/4 10YR 5/4 N.T.S.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES c2 c2
92.7 84" 92.2 90" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M—C SAND M-C SAND 2.5Y 6/4 2.5Y 6/4 18 GLENEAGLE DRIVE, CENTERVILLE, MA
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 88.2 138" 88.2 1 1 138" Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:.............................................................. 471.2 S.F. PERC RATE <2 MIN/IN. "C" HORIZON Engineering Works, Inc. N.T.S. P.T.M. 121-21
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.
(508) 477-5313 2/17/21 P.T.M. 2 Of 2