HomeMy WebLinkAbout0057 YACHT CLUB ROAD - Health 57 Yacht Club Road
Centerville
A= 210-058-001
k
S M E A D
No. 2-153LOR
UPC 12534
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No. / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
'• .? Yes
.•.' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
\YA Iplitation for Bispo8AY *pstrm Construction j3Prinit
;e' :•.}, Application for a Permit to Construct( ) Repair%) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.
4P 6c f� �- Owner's Name,Address,and Tel.No _, 4../r se
Assessor's Map/Parcel �C 1"�f/n`>{l"� ®—®oJ p 'e� , �,vP_W C�,'l�Fv&c mod
Instal iss Ny/r}sJwe Address,,and Tel.No. ��^ � Designer's Name,A�dd/re>�ssp,and Tel.No. 41,f-���`]• �f`,j'/�
• 'V 'v v'SV `� 0j. jh°C.@., a W/®"�{/�„/ 0 W C�•AON �Z
'ro f¢.PJ
Type of Building:
� / y-fy
Dwelling No.of Bedrooms Lot Size 1/1 sq.ft. Garbage Grinder( )
Other Type of Building /&0� No.of Persons Showers( ) Cafeteria( )
'! Other Fixtures /fP,
=nr Design Flow(min.required) `V gpd Design flow provided gpd
f Plan Date / Number of sheets_ Revision Date
Title
Size of Septic Tank t 'i�! �,• /� :� Type of S.A.S. �� J� &C 2 '#C /!a Y d-j
Description of Soilb
Nature of Repairs or Alterations(Answer when applicable) o?W
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 th
e Date &b , 0
Application Approved by 0 Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. � 1 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS. Yes.
ftplitatlon for 3DIBposal 6pstem Construction Vermlt
Y •Y
Application for a Permit to Construct( ) Repair(J6 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �Te_H �U yp- Owner's Name,Address,and Tel.No. s•T �e�/�/rl'0/A
Assessor's Map/Parcel M��� �G i t /Q"`��'7 " � Y�i°, I�oeU u/e Coy I vd(GC of, O..?L
Installer's Name,Address,and Tel.No. Q r! ����� � Designer's Name,Address,and Tel.No. r-P f. 4 ?7. t f S/
ean4r Q rt lsqea dr/A"lt�1 l!!c�.st itvl G�
. .
Type of Building: a'
Dwelling No.of Bedrooms `j Lot Size 141, 7'e9 14sq.ft. Garbage Grinder( )
Other — Type pf.Building /'lC+t,t No.of Persons Showers( ) Cafeteria( )
" I Other Fixtures /7 �
j Design Flow(min.required) '7�t gpd Design flow provided 1 gpd
Plan Date 11 /2 s+ 6 9 Number of sheets Revision Date
> —
Title
r /
Size of Septic Tank �k i !S�k // o Type of S.A.S. ,� r;f A C �i �7 /'7► -S��j
.l' Description of Soil
Nature of Repairs or Alterations(Answer when applicable) &1e W le"I 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 Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health,
i e LA . �r, Date 's 0 I
Application Approved by f u2p Date
Application Disapproved b ~m in,
V m f
PP PP Y / D I / ate
for the following reasons
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Permit No. ��'", °'�j Date Issued , b•
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
,c Certificate of Compliance
THIS IS TO CERTIFY,that the�On-site Sewage Disposal system Constructed
/J y,8 p y ( ) Repaired( �yr)� Upgraded( )
Abandoned _)by
/ �? �-� / y� �
at y�/ N 1' f 1A P �7I), ( ; has been cons cted in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. � dated
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Installer { Designer#bedrooms Approved design flow A1-a Lj d gpd
The issuance of this permit shall not be construed as a guarantee that the system will func�io�n�as designed.
Date �. ,) Inspector (1 �'i✓ P/`-i\ 1 .
_.-- -_ 0- - -- -- -- 9----------------------- -- ------ -- --- - ------- ----
No. Y/( _'=, l/ Fee
ll THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Bisposai Ops`te/m Construction permit
Permission is hereby granted to Construct( ) Repair(X Upgrade
System located at
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 most 'e completed within three years of the date of this permit.
Date /�h �f� Approved by J
:
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CLOSEuG�
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T,O„ WN OF RNS. ABLE �
LOCATION �� Ck q SEWAGE# G `�J !p I
/
VILLAGE Ca t t1l[4 ASSESSOR'S MAP&PARCEL fift) 2l0^0a.-0101
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY.(type) A /c 36l/C 11;�o (size) /ya X
NO.OF BEDROOMS
OWNER W.
PERMIT DATE: 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 fac' ity Feet
FURNISHED BY
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" Town Of Barm b1E r# C r-
'' Departl"nent of Regulatory Services
ivision
F ... .;Public Health D
•639-'.� 200 Mam Street:'Hyannis'MA.02601
:M1tt .
, Date Sct edWed t.l I i CA 1'io®g•. mime ' ..� Fee Pd. i OU'w�c
SoilSuixabity Assessment for Sewage rsposal
F.
Performed:By:�C�2� �.0 ��' �: S,�i Witnessed B
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LOCATION& GENERAL.INFORMATION
Location Address owners Namet
( + wJS
C �1-ern✓
Address 57 `/c-1 c�i-C�
..Ma '.�e @7 (c3
Assessor's p/Parcel. 2t U d �" t3 O 1 Engineers Name pees C�w -R e
NEW CONSTRUCnON PEPAIR Telephone# 567--7'3
0^ eP
Land Use I ,dV,_4r CL i Slopes(96) _�—.Surface Stones
Distanceslfrom: Open Water Body _ft Possible Wet Area i` U ft Drinking Water WeU ( ft
Drainage Way ii ft Property Line 4-h I(7 �ft .`Other
S1WWff:..(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands'fn proximity Wholes)
2 ISa ° --�
. . .. .. . :.:...• .. .
m
f
Parent material(geologic) ��, Depth t0 Bedrock I f
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater �7
DETERMINATION FORSEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: ia, Depth to SOf1 Matti ea
Depth to weeping from side of obs.hole: in, Oroundwater A,dJuat)r►ent; fr
Index Well# Reading Date: Index Well levelr....�...... Adj-Notor ,,- Ao('70f'tlutldtNdter LEva1,,,,�
PERCOLATION TEST Date Thne�
Observation j
Hole# "
I//� Time at 4
Depth of Pere -
—�' Time'at 6"
Start Pre-soak Time® i Vi i�A Time(4"6")
7 �... �
End Pre-soak Z y G 1ONt
i
J.
Rate MmJlncli
i Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(YIN)
original: Public Health Division Observation Hole Data To Be Completed on Back-----------
percolation test is to be.conducted within 100, t f wetland,you must first notify the'.
Barnstable Conservation Division at least one (1) we4k prior to beginning.
Q:ISEPTl0PERCFORM.DOC
DEEP.OBSERVATON IOLE'LOG Hole#
Depth-from Soil Horizon Soif Texture• :Soil Color. Soil Other
Sutface(in:): (USDA) (Munsell) Mottling (Structure,'Stones;Boulders..
rr_
� S
77
3 �� � c� t2s%s •
DEEP OBSERVATION HOLE t G H61e# "Z
Depth from. Soil Horizon . Soil Texture Soil Color: Soil Other
Surface(in.) :(USDA) (Munsell) Mottling (Structure,Stones,Boulders.Con isten
. sr.
3. . 6 trl �
Q _
DEEP OBSERVATION HOLE LOG Hole#
Depth from. Soil Horizon Soil Texture. Soil Color. Soil Other
Surface(inJ (USDA) (Munsell) Mottling (Structure;Stones,Boulders.
DEveil
EP OB5ERVATIONLE`'HO LOG Hole#
Depth from Soil Horizon Soil Texture Soil,Calor Soil Other
Surface(m;) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,.
Flaod,Ii>t;urance Rate°Mao:.77777
ASove`SOO year flood boundary No_ Yes
VJithin`S00'year'tioundary No Yes
Within 166 year'P boundary No'L Yes
J.
De' tYi of Naturally Occiir.rine Pervious Material
Does atleal+t•four feet of naturally occurring pervious material-exist in all ares_observed throughout•the
area proposed for:the soil.absorption system? s
If not,:what is tlie�depth of naturally occurring pervious material?' -
Cr eatSon
I certify that on 11 l Q - (dated I have passed the soil evaluator examinatton approved by the
Department of Environmental protection and that the above analysis:was performed by me consistent with
r
the reglii ed ng;expertise` experience__desen ed In�10 OMR 15.017 ( /�
Signattire Date
tZ;\SEP�1'1C1Pg12CPORM:DOC
12/02/2009 16:56 5084.775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomas F.Geller,Director
I . •; Public Health Division
s
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-962.4644 Fax. 508-790-6304
Date: 2 Z b Sewage Perm�l Assessor's MAp/Parcel
210
Installer A Designer gertifiglidon Form
�s t-cr M�.E►,.re.e -
Desig>aer: p,•�o,„n-.t rm.LANTYL44 art C- Installler: S4 -
Addresa: TL W• 214'-PO 1 art CeA Address: 37t -rJ:c.t Kek
was issued a permit to install a
(fie) (tnstslter'j
septic system at 4c.kt of tJ tl &x1" based on a design drawn by
(address) ir
a-efT`M C—f,t-�.t T"'' f , dated l l 2�' o C1
(designer),
I certify 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. Strtpout (if required) was inspected and the soils
were found satisfactory.
t
1 certify that the septic system referenced above was instslle�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 Regulat>orns. plan revision or
certified as-built by designer to follow. Stripout(if required)was inspected and the soils
were found satis ory.
le 9 Signature McEIVOTEE
CIVIL v'
PIXASE RETURN TO B STABLE LI HE TH N. C6k-rffl9AU
yyy
C CE OT ISS L
TAn RECELVEU by TmE
q:b!ltioe fWMWn4muvw%fkea6on f m dw
a
No... �m.3.y 7 Flms..... .c�.......
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
TOWN OF BARNSTABLE
Appliration for Uiipuiinl Works Tonstrnrtion ami#
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at:
..........................................
............� .... L ...._._.. - G... -'
Location- r.ess ! or Lot No.
Owner •________
a �/��?c .�.. .�A . G-------------- ------------ ''�.►... ........ C4_..... `�`
Installer Address
� Type of Building Size Lot............................ feet
Dwelling—No. of Bedrooms.... .................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Building ............................ No. of ersons...._......._____.__.._..._. Showers —
� yP g p � - ( ) Cafeteria ( ) I
._ �.......................gallons per person er day.
a Total daily flow.- .b_..._........_.....gallons.
Other fixtures ...................... . . _____ ___
W Design Flow____ �. g p p y, y
WSeptic Tank�--Liquid capacity{, _gallons Length--f...._.. Width_.',...._._... Diameter................ Depth................
x Disposal Trench—#No ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No-------I------------- Diameter....a........... Depth below inlet.....Lo..I......... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
`-, Percolation Test Results Performed by --------------------•--•----•------••------------ Date.
a
Test Pit No. I................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......:.................
R+ --------------------------------------------------•---------------•-------......_-----------_-----•---
•-----------------------------------------
•-----------
O Description of Soil...............................................................................=--------------------•-----------------•---------------------------------•------•-•------
x
w
-----------------------------------------------------------------------------------------------------------------------------------------------------------•------------•-•-
U Nature of Repairs-or Alterations—Answer when applicable .. s! 'C Q,.(,�......I__ ..��- _K.!�_..^'.
------------- ---------==-ou- ..... w-<-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Complian�ha.sbeen issued b the boar of health.Signed ... ..... ........... . . . ......-- ---- - ..........-------- --------
Dace
Application Approved By ........... .�! :-....-..... 9
16.
` Dare
Application Disapproved for the ollowing reasons: ............................................................................................................... ......... ...........
------------------------------------...............................................--- ------------------------ ------------ ------------------- -------------------------------------------------- .....................................
Date
Permit No. ..... f --. Issued ........................------- .----...:..---- ....
Da ace
TOWN OF BARNSTABLE
LOCATION 5 7 \�r SEWAGE #
VILLAGE C ��- ��� + �' ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. C (A, PC L-Ac-,0. Sej?T\�
SEPTIC TANK CAPACITY t clr6
LEACHING FACILITY:(type) 2(24-e✓a-ST- p4't— (size) K�,'
NO. OF BEDROOMS PRIVATE WELL OR-PUBLIC WA E �'
BUILDER OR OWNERc�
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED: r�
VARIANCE GRANTED: Yes No
o _
®we
CYa'2
p Vow-e
Now—� V 7 Fas�THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Applirat%un for Disposal Works TottstrudWn 1kratit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at:
Location-�)dre�ss or Lot No.
Owner
installer Address
Type of Building S Lot__ -Sq. feet
V Dwelling—No. of Bedrooms-___--------------------------------Expansion Attic ( _) Garbage Grinder ( )
a Other—Type T of Building _ No. of
t YPe g ---- persons - - - Showers (�_.). — Cafeteria ( )
dOther fixtures ---------------------------------------------------------------------------------------- ----------=---=-----==------=-='---_ __
P 9 Pa tyL ---•---1 ons Length----- ___-- Width___��._------ Diameter ---,
W Design Flow---_-' - ----------- gallons per person day..'Total daily flow__�?� --gallons.
fs' Septic Tank�--Liquid-ca ci '
W 1 s. _ Depth--- --
x Disposal Trench—No.______-_-------Width------------__ _�Ptal Lengthy------ � __Total leaching area _ o_sq-ft.
Seepage Pit No.______1______-__-- Diameter-_----D_�-_ D i;below inlet' 1 `eepag eptl �_Total leaching area____--- --__sq. ft.
z Other Distribution box ( ) Dosing tank
;.,
H p -•- .--
inch
st
th , �� - 1
a Percolation
Pit No.Results Performed
De' of Test Pit_. __
,-7 y _.
-__ Depth to ground water ---------------------
44 Test Pit No. 2_-------------nunutees per in 41)'pth
''-d-.Test Depth to ground water--{- -------
O Description of SoiL_------•----_--'_1�_ S; ! _ L --
____________________________________-_ ____ - -___ _T.___
by ___ __________________________________«_
W Nature of Repairs or Alterations—Answer when applicable___ ' *� __+ ; �t -
U -----------k,) V(�D-y —— - `�"' =- �" _Fe _��_ _`_ _�►_�c-c _---— '� _ _--�
------------------
Agreement:
The undersigned agiees�to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE.5<of.the State Environmental 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-
Application A roved B
PP PP y - --------
Application
---- - -------------------------------------
Disapprovedfor the ollozu 1zg rea ont: ----------- -----------------------------------------------------------------------------------------------------
---------------------------------------------------------------------- - - - ---_-------------------------------------------------- -------------
Permit No- --------9/--- �--z�----- ----- - Issued - - - -- - - -��- -
n
THE-COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
49ertifwate of 01omptimce
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( '�c)
by- -- --- — � A --C-Z---�—j- I �- --- - — --— — ---- -- — — ----- -------
lft_ r�
at - - - - 5 T_------- `-'�� - ----- '-t'` T-- ------— -------
has been installed in accordance with the provisions of TITLE 5ppof The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ___I -_ __ dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
# i J fr` ! ' Ins or
DATE-------------j------------------------------------------------- , P� -----------------------------_--�--l-.----------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Fim _
"pas%pasat V=ks (9mofturfian jJrrmft
Permission is hereby granted--------L-_A_-I�_C_A t ��' �'i
r------
to Construct ( ) or Repair ( an Individual Sewage Iisposal System
at No---------
________
---- ----
Street q
as shown on the application for Disposal Works Construction Permit No./_,3Y_ Dated___-_______-------_-��
q� spa 40A geaitn
FORM 36509 MOSS&WARIMM V IC_PURLMHERS
LEGEND
N"
EXISTING CONTOUR
x 100.98' EXISTING SPOT GRADE a
Ben chm vrk Set ,02 PROPOSED CONTOUR W0°dv°le Ln o
TOP OF BRICK A T W EXISTING WATER SERVICE s
G EXISTING GAS SERVICE G°`t°w r;
COR. OF WINDOW WELL
4 N -"~ EL.=102.39 (Assumed) U UNDERGROUND WIRES o LOCUS >'
LGS ockode_fence 27O7,5
x 1d�`kT2 ---_----__ _ - 103,64 ___ __ 4 E' TEST PIT
20' GS 20' NTo119,24� _—_ Great Marsh Rd '
= BEMCHMARK
SHED x 102.96
N LOCUS MAP
PORCH NOT TO SCALE
EXISTING SEPTIC TANK P-20--�__i_ - `�__
(TO REMAIN) X 100,63 101,49 4 1p2—` 102, 5 24„ SHED 103
TOP OF TANK, EL,=99.92 101,34 ,31� 6 PG'
INV.(OUT)=98.59t(/ERIFY) ___---- i 0,98 \ B K �2
�Fp ,� x 101.40 x 102.22 X 02.83 PL•
EXISTING LEACH PIT ' _ _�.���1 + �' o ; x 10 3�12 GENERAL NOTES:
TO BE PUMPED, FILLED IW/ 9845 10L68
, '
SAND AND ABANDONED. x ,' _ 14' M x 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
100, 0 ;3 d BOARD OF HEALTH AND THE DESIGN ENGINEER.
x 4 99.13 R em 01,95, DECK shr. --•� 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
99,54
® �\ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
r LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
00 �A4¢ �� —310 CMR 15.405(1)(b):
N ��� 97.17 6? 1) A 2' variance to the 3' maximum cover requirement, for 5' of
> max. cover. S.A.S. shall be vented and rated H-20.
x 99 88 �O ^ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
STONE CO � � DESIGN ENGINEER.
DRl1/EWAY i C 9k �O EXIS71 G i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Q= HOUSE �57) �# I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
T O ENGINEER BEFORE CONSTRUCTION CONTINUES.
=
� 97,50 .F. f04.83 �b 1 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
I
O
O /
x � � TW � ^ � 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
A
99,26 LL R TO NOTIFY THE LOCAL BOARD OF
THE CONTRACTOR OR OWNER
/ x 99,69 U-3� 3 / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
96.67 �� 101.90 �� PORCH h� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
J/ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
x .104;13 �'� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
,� 0 F
GS 4
� T� � '� qsS DIRECTED BY THE APPROVING AUTHORITIES.
100.21 102,39 i� J Lots 16 & 112 14Q� qC�G 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
o x 98,a�� � 14,484_iE S.F. PETER T. �, THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
/ o MCENTEE N CONSTRUCTION.
APN 210—025—001 CIVIL
I ^�' No. 35109 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
t 102,27 /� / O 1N THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
100.61 104,34 h �'F�/SZF�� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
104 25
EL 11 � 103,8 r F (RING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
2 5 S/ 12. AREAS REQUIRING
�/ 27, , �' X ��'� ' » y ���� OI 6 C. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
\ P /� P�7E04,4 O7_$O E- - / 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
101.14 101,99 �� IJJ�L 104,55 �/ �J1 77 l( IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
103,94, , �` t01,82 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
101,�7.7 / 104,87 � 103�42 - � t�
103,87�`--_r v4.04 Parking 102 54 : -� 101,08 � _ 57 YACHT CLUB ROAD, CENTERVILLE, MA
area =_ k: <
,F . � 101,46 r. ,"
100,91 �� 102 53-edge• 102--------of----_ fir 1OO.77 100,66 Prepared for: Douglass Rockwell, 57 Yacht Club, Rd, Centerville, MA 02632
10L83 _pavement 100,62 SCALE DRAWN JOB. No.
100,30 Engineering by:
Engineering Works, Inc. 1°=20�, P.T.M.P T M 222 09
YACH T CLUB ,,. vROAD T 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
Y ; x (508) 477-5313 .. 11/25/09 - • P.T.M. 1 Of 2
ol
r
NOTE: TO PREVENT, BREAKOUT, THE PROPOSED
FINISH GRAD 25_
E SHALL NOT BE < EL:97.9 ,
FOR A DISTANCE OF 15' AROUND THE w -
PERIMETER OF THE S.A.S. ; PROP. S.
'
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. ^1 . I
INSTALL RISERS & COVERS OVER INLET INSTALL WATERTIGHT RISER & INSTALL INSPECTION PORT OVER END UNIT
T.O.F. AND SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE CHARCOAL - ' 88' 2•
PROVIDE ACCESS TO GRADE OVER OUTLET COVER VENT
EXISTING F.G. EL.=101.0t F.G. EL: 101.4f F.G. EL: 102.9(MAX.) 55 �• 3p ,
/MAINTAIN,"27. GRADE (MIN.) OVER S.A.S. �+ ►�
XwAmco
± INSPECTION
L 10' L = 17'(MAX.) i PORT (O
® S=1% (MIN.) ® S=1% (MIN.) v'
4"SCH40 PVC 4"SCH40 PVC INV.--98.15
6" 1 (TOP LOADED)
ILL1 O.,I 6"
1 a" ' 19" TO '
EXISTING 48" LIQUID INVERT
DECK EXIST/NG
LEVEL INV.=98.49 PROPOSED INV.=98.32 r- i
GAS�BAFFLE 5 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' HOUSE 57
INV.=98.59t D-BOX UNITS MUST BE STAMPED H-20 �� T.O.F.=104.83
(5 OUTLETS) SOIL ABSORPTION SYSTEM _(PROFILE) QW
ESTABLISH VEGETATIVE COVER S.A.S.LAYOUT
BACKFILL WITH CLEAN NATIVE OR
PERC SAND TO TOP OF CHAMBERS a-a" POLYSEAL ouTLErs
INV. ELEV.=98.15 21"
BREAKOUT=TOP 2" 2" i-a" POLYSEAL INLETS
TOP ELEV.=97.90
t
NOTES:
BOTTOM ELEV.=96.57— N
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE o ;�
INVERTS, PRIOR TO INSTALLATION. 2'83' od
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=14.
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED T.P. EXCAVATION OR G.W. EXISTING SUITABLE iv Top View
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). NO G.W., EL=90.3 — MATERIAL �-80X Section
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE USE 5 ROWS OF 5-ADS Arc 36HC UNITS WITH
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO SEPARATION BETWEEN EACH ROW & NO STONE 63.25"
TYPICAL SECTION
N.T.S.
16.
SOIL LOG 34.5"
DESIGN CRITERIA DATE: NOVEMBERBER 19, 2009 (REF.#12,766)
SOIL EVALUATOR: PETER McENTEE (SE#1542)
NUMBER OF BEDROOMS: 4 BEDROOMS WITNESS: DAVID STANTON-HEALTH AGENT TOP VIEW
SOIL TEXTURAL CLASS: CLASS I Elev. TP- 1 Depth EIeV. TP-2 Depth so"
END CAP END CAP
DESIGN PERCOLATION RATE: <2 MIN/IN 101.8 q 0" 101.5 A 0" FRONT VIEW SIDE VIEW
DAILY FLOW: 440 G.P.D. SANDY LOAM SANDY LOAM END CAP
10YR 4/2 10YR 4/2 REAR/TOP VIEW
DESIGN FLOW: 440 G.P.D. 101.1 8' 100.7 8'
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
GARBAGE GRINDER: NO B SANDY LOAM B SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 1OYR 5/8 10YR 5/8 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
99.0 34 98.5 36" 4640 TRUEMAN BLVD
PROPOSED DISTRIBUTION BOX: 5 OUTLETS MINIMUM c 36"I! c EMM,HILLIARD, OHIO 43026 Arc 36HC DETAIL GLLJr�C7 U..
LEACHING AREA REQUIRED: (440) = 594.6 S.F. PERC
ADVANCED DRUNAGE SYSTEMS.INC. UNITS MUST BE STAMPED H-20
74 MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
2.5Y 6/4 2.5Y 6/4
USE 5 ROWS OF 5—ADS Arc 36HC UNITS WITH NO >20%GRAVEL >20%GRAVEL 57 YACHT CLUB ROAD, CENTERVILLE, MA
SEPARATION BETWEEN EACH ROW & NO STONE q & COBBLES & COBBLES
} Prepared for: Douglass Rockwell, 57 Yacht Club, Rd, Centerville, MA 02632
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) , Engineering by: SCALE DRAWN JOB. NO.
(Arc36HC Units) 25 UNITS x 5.0 LF x 4.80 SF/LF = •600.0 SF 90.3 1381 90.3 138" Engineering Works, Inc. NTS P.T.M. 222-09
DESIGN FLOW PROVIDED: 0.74 600 S.F. = 444 G.P.D. PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
( ) NO GROUNDWATER OBSERVED (508) 477-5313 . 11/25/09 P.T.M. 2 Of 2; ,