HomeMy WebLinkAbout0031 CAPTAIN LUMBERT LANE - Health 31 Captain Lumbert Lane
Centerville
A= 147-011-005
SMEAD
No.Z-10WR
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smssdmm • Wds to UM
� Ir1�rMI�LT11�
IF
No. / � `'' � Fee
THE=!COM1 .ONWEALTH OF MASSACHUS+ETTS ` Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4plitation for Misposal *psttm Construrtion Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade(A Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.31 CAPT410 t-a1M3Mr LANv Owner's Name,Address,and Tel.No. 5os--ff;Lo=aylj
Assessor's Map/Parcel ( i I a 0 5 3l cwTww L- -r' [-Ao& Gil.)tt iif
Installer's Name,Address and el.No. 60?'-1*7'1'�ft 77 Designer's Name,Address,and Tel.No.50 —a'13d 0-3-7-7
f�f�eb6
CA ENt E PP-lcc$ L • s� c G1-Vd��uve,r
153 doKokiXQ14L Zs o M 4SNPt9 -195 4 tow 6-W;*aA'1�46A4 0X53
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size acl ;]-2, sq.ft. . Garbage Grinder( )
Other Type of Building Q 471; No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date q r 1 s" 1 ( Number of sheets Revision Date
Title 31 04-VQ4 f 0 L 0U46&t r LAVE
Size of Septic Tank loop C-�v4L_. Type of S.A.S. AO AW-3 (6 �C g ODWEt t>SOd 1LJ 1:(R-X>
Description of Soil 5 cE R LA 1V W DTo"6 5OWD (PJ 301t
Nature of Repairs or Alterations(Answer when applicable)
L)s e 6-ccs-tio cz 100® Gv , T�4PiL Zo N64) Q-iD o)c Tb aQ Aac .
R-aO 1bj)iVr.7U5Qi& i1J A ir(e"LZ dWF1C-xUR04T10(Q
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 Healt
t Date
Application Approved by Date R
Application Disapproved by Date
for the following reasons
Permit No.� �L' 3/yf Date Issued
No. �"�L��� J Fee
THEiGOI MONWEALTH OF MASSACHU&ETTS' - Entered in computer:
PUBLIC HEALTH DK/IS ON -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplication for Misposal 6pstrin ConBt rtion Ver it
` Application for a Permit to Construct Repair Upgrade Abandon pp ( ) p ( ) pg (� ( ) El Complete System ❑Individual Components
Location Address or Lot No.31 C,4PTA10(A-440M"r"PG Owner's Name,Address,and Tel.No. 508-c4;LO-►��/19
Ce&M_.0flU.4g, F, 1cAV--vi AW1>e!aSo4
Assessor'sMap/Parcel 141 11 -'05 \ 3% C4MW L4_W46&X'X- LA&)& Gt✓WTt'C"ItLC3
Installer's Name,Address and el.No. 60k-477'ffg71 Designer's Name,Address,and Tel.No.'5oVS'a73-'03-7-1
CAPWj-)IbG epFg cphsiLL V, -1 C
153 CQV4A%iXQ1AL Sr- 144 4SNPEO .2gs(* «u E.Lv�t �4ww o�s38
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size -•q,0X2 sq.ft. Garbage Grinder( )
Other Type of Building a 4:1;S No.of Persons Showers( ) Cafeteria( )
Other Fixtures t
Design Flow(min.required) 330 gpd Design flow provided gpd f i
Plan—Date q ' 1 s" 1 1 Number of sheets Revision Date
Title 3 I OkPTA(o 41Q"4$&ZT L 4-O
j k Size of Septic Tank l 000 G,4t:, Type of S.A.S. ;kO AZQ_36{4C G31C) lFT0Sa_C IL) M� k3L.�>
Description of Soil ScC PLd( WCD CO.gM 6 S"D 30"
d
Nature of Repairs or Alterations(Answer when applicable)
USC- 6-)c(s-ttNCx Wob c-kc, T)4iAL/ to ,A)OW P-00x 1-0 ao ARS.- MrA40-
1�4-ao 13 t oD t yr U5Qjs I Q A ird ezLt! ,t4e 0 I Cau P.A T16t)
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 Healt .
Signed�- ,� C �/ Date
Application Approved by Date
«- Application Disapproved by Date
for the following reasons
s
Permit No. Date Issued ► �{
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(k)
y Abandoned( )by CAVIGZ cjI,F
at 31 (1 AIIJ L Qyt GMT LAVA COU7MVlu'='bas been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.O //' 7 dated J 1
Installer (W)GX)(b� S)J-CZVR KSr LJ�,.G- Designer TG G�JQl Jt E: EA Vt6
#bedrooms 3 Approved design flow 3 s�t Z•• gpd
The issuance �is ermitt �1 not be construed as a guarantee that the system will c•'on as esi�d.
Date / Ins ector
p
------ ------- - ------ - = --=— = - _ -- = = - = == = ----
No. C9011 ✓ Fee f 0 0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair( ) Upgrade()O Abandon( )
System located at .31 C4-PTK IJ L,U44(3G-T- C."E 467JT��y/yC.0
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 b
e completed within three years of the date of this permit. .
Date G� /� Approved by , F
i
�10/13/2011 03: 14 5082730367 90579 P. 001/002
Town of Barnstable
Regulatory.Services
o� Thomas F. Geiler,Director
• BA M�LE. • Public Health Division
Thomas McKean,Director
J��{
200 Main Street, Hyannis,MA 02601
Officc: 508.862.4644 Fax: 508-790-6304 I
Dater. /0"I3"(( Sewage Permit# Zo I I- 31q Assessor's Map/Parcel -6 S
Installer &Designer Certification Form
e _ ,^ e rfs L �
Ucsigncr: 5G .E6t() eC(ClS, TcnG - Installer: Ga(��u;tc1� £-nF rQ e � L C,
Address: L�,Sy Cccv►beccy Hl�hw-�/� Address: IJ 3 Cow�rma�rcfvaL g�
6cas4 w0fOnArn M f C 15 3 YM A
toy. �
On "t 5' t estdh '(c w� l.,Vc was issued a permit to install a
(date) (install r)
septic sy;stem at 3 dl �-u My e_r4` Loh based on a design drawn by
(address)
�G Egtneerirl� ' T�nG dated SePFeawbe` 15r Zolf
(designer)
l 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. Stripout (if.required) was 4inspected and the soils
Nvere found satisfactory.
I certify that the septic system' referenced above was installed with major change's
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. Stripout.(if req ' nspected and the soils
were found satisfactory. ,.KOFw�sr���
JG}:H l..
CHOi;CH'L z.
JIZ.
--- -(In. Iler's Sign ure) No��?1a;7
Nn►,
esi ner's Signatur (A Ix esi e s mp here)
'LEASE I2)ETURN 1 O 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
ylol"iic nxnuWaigncrcenilivaiion lbrm.doc
TOWN OF BARNSTABLE
nn // 2otr - 3(
;J LOCATION �/ l i�a�n 6wptn "l c.A SEWAGE# `�
VILLAGE ASSESSOR'S MAPS&PARCEL /�17 — //—vj—
INSTALLER'S NAME&PHONE NO. „�( C i,(��o.�s�� �1) Y-.P,>7
SEPTIC TANK CAPACITY /GUI) 11-tb 4L.�
LEACHING FACILITY: (type) /Z v) ,fre 3�0l(, 11ZU (size)
NO. OF BEDROOMS
OWNER Gl h ��La✓�n /%ytQ�c c J!i
PERMIT DATE: q-f I(- 2,1)11 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Wa e-f 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 Caa pewi d-, En 4wpn).e-s L k,<-
� y s -
� y
19148.E
&D,o
BI P,S fD
BZ
c3 (oy .
cs a
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
n i teniw.%Gravel)
A LS
--
3o - 20 G M-c- S 2..5Y,6/
DEEP OBSERVATION HOLE LOG Hole#_
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistency,%Grave
0 g A. LS dO�rs/I
L S /-0 s 6
36-120 G )'I-05 2:5y'-16 _
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
ConsistencZ%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soli 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._✓ 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? _ L5
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 1 b-2 711 (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 ex ence described in 310 CMR 15.017.
Signature Date
Q:\S.EPTIC\PERCFORM.DOC
Town of Barnstable Pt
Department of Regulatory Services
Public Health Division Date aL4 J
MAOS.
163 h 200 Main Street,Hyannis MA 02601
Date Scheduled �7 I I Time Fee Pd.
Soil Suitability Assessment for S wage Disposa
Performed B : H�C yi oA `i wen� eZ 1 G 5E�
Y Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address 3 Owner's Name( C�Aioa ('.vim bz�T L�tn6. /��deJSa✓1
Address 3 l C A,p 1
Assessor's Map/Parcel: I Lt-7 6 t 1 fBps" Engineer's Name C'q ew;d e �C� n' SG Lsn^�QgtE
/ P P
f5
NEW CONSTRUCTION REPAIR Telephone# q-7_Z 3 8 "7 7 56-6-27 3-0 77
Land Use:. Stnglepent ly AweAVS Slopes(9b) 2 y Surface Stones
Distances from: Open Water Body _ ft Possible Wet Area ft Drinking Water Well — ft
Drainage Way _ ft Property Line 7/O ft Other ft
SKETCH:(Street name,dimensions of lat,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Ste- 04ac.6j eturn
Parent material(geologic) bcst c trQah Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: 1 Weeping from Pit Face
Estimated Seasonal High Groundwater 7 (2o bg S
DETERMNATION FOR SEASONAL HIGH WATER TABLE
Method Used: C>(Ceca abseruafun
Depth Observed standing in obs.hole: 712® In, Depth to soil mottles: in,
Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr.
Index Well# — Reading Date: — Index Well level.._ — Adj.factor..,,,—Adj.Groundwater Level
PERCOLATION TESL' Date Time
Observation
Hole# ?• — Time at 9"
Depth of Perc 30., y 8 —` Time at 6" �.
Start Pre-soak Time @ j( io A tf 'Time(9"41
End Pre-soak
Rate MinJlnch Z
Site Suitability Assessment: Site Passed yes Site Failed: Additional Testing Needed(Y/N) N
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:\SEPTICVERCFORM.DOC
r.LOCAT10 SEWAGE PERMIT NO.
,-VILLAGE
IN-S A L R'S KAM AD-DRESS
S U_1 L D-E R OA OWNER
C-
A
DATE PERMI-T ISSUED
DAT E CQMPLIA- CE •ISSUED `� Z
S'7
S-3
RQ
FEAR.....2 5.../...
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® HE H
................OF.........ft ... ._,/� . ................................
Appl r ation for DhipmFal Work umtrurtion amit
Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal
System at
.. .... ............................ ................................................-•-ss or Lot No.
.......... _ ......_.. ..... . ............................ ................... ..........• ----_..............................
Owner ddress
--..
Installer
Q Type of Building Size Lo .____l________y_'!___._._._._Sq. feet
Dwelling—No. of Bedrooms....___.__��________________-------'Expansion Attic Wo Garbage Grinder
a, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
p' Other fixtures .
W Design Flow................... ------gallons per person per day. Total daily flow---------
� ....................gallons.
W Septic Tank—Liquid capacity/43D.gallons Length................ Width................ Diameter----------------
Depth................
x Disposal Trench—No._-__--/.......... Width.................... Total Length.................... Total leaching area.?—a.......sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area.-...............sq. ft.
z Other Distribution box ( ) Dosing to )
aPercolation Test Results Performed by.._______ � ._. _.___.___ _... Date____ __ _ .___ ._.....
Test Pit No. 1 G2—....minutes per inch Depth of Test Pit----/.. .. to ground ater,,V0l...._..
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... De th to ground water---_-_-.-.-._----..-_-_-
f� )) z-.----- -• ---- r
O Description of Soil............. .. `� .�,1... .......__.. .l�.a!8__. . .�1 .._
---------------------------------------------------
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 TITLL 5 of the State Sanitary Code—The unders• d further agrees not to place the system in
operation until a Certificate of Compliance has been i ed by the ar f health.
Signed-- ••------• .. ... ._. ------------------•----
Date
Application Approved By........y 'z�s_�_ —_2-_b'_".P> __...
Date
Application Disapproved for the following reasons:•---------------------------------------------------------------------------------------------------------------
....-----•-------------------•-----------•--•------•--------••-------------------•---........---------------•-•--•-•---••--•••••------••-------------••------••------•--•-----••------------•-----------
Date
PermitNo......................................................... Issued•.......................................................
Date ss
Fiza..... .................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD E H
OF...........
..
Appliration, for Bispviial work on trortion �erntit
Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal
System at:
................................................................................................. ......................... ------------- --------------------------
Location-Address or Lot No.
....................................... .............................................. ............................................. ----------------
Owner
ddress
e
---------- ........................... .............46 -------------------
Installer ss
Type of Building Size Lotf�o
---------Sq. feet
U
Dwelling—No. of Bedrooms___-----.- ------------------------Expansion Attic (No Garbage Grinder
Other—Type of Building ............................ No. of persons._..........._......._____.. Showers Cafeteria
Otherfixtures. .. .................................................................................................. ...........................
Design Flow..................... 5...........gallons per person per day. Total daily flow..........5V3 ._..............gallons.
1:4 Septic Tank—Liquid capacity.. .a7gallons Length................ Width._____........._ Diameter---------------- Deptb................
Disposal Trench—No. ......./........ Width.................... Total Length___......_....._.... Total leaching area_2_64.......sq. ft.
Seepage Pit No--------------------- Diameter............_._..__. Depth below inlet.__................. Total leaching area.ir--------------sq. f t.
Other Distribution box ( ) Dosing to 6 ) 011
Percolation Test Results Performed b- .......... .... ... Date_ t .........
0
Test Pit No. 1.#42---.minutes per inch Depth of Test Pit----4.1 h to ground water-
rX4 Test Pit No. 2................minutes per inch Depth of Test Pit._._._..........._.. De th to ground water..._._..........._..___.
............... -;;Z..........:;I....../---------- ...... ------ ---------
Z_.
0 Description of Soil......... 0. ....?......'.. -- - ---------- -------11_1-----------------
W Z .4.,- ..0............. -- -- ......... ....................................................
---------------------------------------------------_//. .......ZY., —
........................................................................................................................................................................................................
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 T I T 1Z 5 of the State Sanitary Code—The"ders* 'd further agrees not to place the system in
operation until a Certificate of Compliance has by the b ar health. ft 16
Signed... ,.9—414'Ow_tQ
e........ ......................... ................................
Application Approved By......... .................... ....9,_..Z.. pa. 4.6 L,....
........ --- ----- .........
Date
Application Disapproved for the following reasons:...............................................................................................................
.........................................................................................................................................................................................................
Date
PermitNo......................................................... IssuedL.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD/
9F HEA�.T
U
.............................OF...... ...............................
T r rtifirate of Toutplitutre
1, :g
A,
THIS IS TO ERTIFY, T at the Ind;v ual Sewage Disposal System constructed (/orolepaired
key
by..................... . .. ........... . ...................................L;......... ......... ................
at.................... ................. ..e
Itt----------- ...........ZV......400 ------ZA
has been installed in accordance with the provisions of TIT 5 Th- State Sanitary Code as described in the
application for Disposal Works Construction Permit No 9 9-f.......... dated-
.-A .... .............................................
THE ISSUANC OF THIS CERTIFICATE SHALL NOT BE CONSTR AS A GUARANTEE THAT THE
SYSTEM WIL�/F CTION 'SATISFACTORY.
DATE... .. ............................................. Inspector_'-,... .......................................................................
CONSTR
U I
.. . .....
THE COMMONWEALTH OF :MASSACHUSETTS�),,;.
• BOARD HEALTH�"
No.... .. .............OF......... ....................... FEE.......................
Permission is hereby granted.................... C.. r...... ..... .... ...... .................................
to Construct or Repair an ln�vidual �ewage Diss)osalSyst
. . . ...... ........ .. .. .
at No.... ......
Street
as shown on the application for Disposal Works Construction Permit No..................... Dated--------.................................
!�----1140-----
.........................................
DATE................................................................................ Jlj�e%rd of Health
FORM 1255 HOBBS & WARREN. INC., PUBLISHERS
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ant
LEGEND CE "8 PL0'9" PLAN
. tBTING SPOT ELEVATCON o � s� -�.� �✓�
1�XISTING CONTOUR — -- ® ..,. ��'��� °?�i l' � 1 L �.7 �Ar-7. �v/'"i��: 1, i t�aI✓G.
FINISHED SPOT ELEVATlOtr-,, ,. y¢ {°xn� Jz v=f�=� °'' C ✓Z
FINISHED CONTOUR IN
APPROVED BOARD OFSAAMP a A L o .
DATE
�ppp..yp�� AGENT
q�• �a p p� q+g�
` Or A®E Y® 1 �i t so- f'c+ ,t C'{#,�Y 1iF wt ysa> {'. ;`• �V ALE E t 41 ils i}".() J fd A 1 E = 9
L d EDGE EN I'Y ErRING i CERTIFY . Th9A1' °9'NE PROPOSED'TERE RE®iST�R 1 lJ9LD81�0 SHOWN ON THIS PLAN
� CIVIL LAND g ' g h CONFOR S To THE ZONING LAWS
,M-QINEER URV : ® ' BARASTAB E, SASS.
712 M Al N STREET. � ..� �t 2 8A
HYANN I S, MASS. SHEE1`-4. OF Z A E R G. LAND SURVEYOR
E/TNER THE S'FPTJC TAN,f OR
�E.4CN/NG PJ7- ARE hIOJ�.E' TH/i.�/ /2"BELOW/
/C � Miiv. 5R.40F, ��'O/AJ;9ETE� CaNCRET� CovE,p
�— SWALL BF S-e0uGHT T® GJ�ADE. ��w EX7-R.q
CONCRCTE 4�PYC P/Pe �yE.4Yy C^ ST /RO/Y C -5,AIALL 3E USED
E� IUO M/N. PJTCN
!
•,. COYE/GS �9aQFR� F/N DR/VEIt/Ay
2� MiM. CONC.��'TE
_ Cr .9DE CO YE/$ CLEAN SANG
_ UQU/O LEYEL
4 4i13T 2�LAYER
R
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loom P/PZ /U O O
b MIN.P/TCJ9/ G.4L. • I s . • • • • • • o •
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2R` n 1 0 • • 1 ® • • oao eras
m D a • eEFFECY/!iE
• • a • pg:PYJ� • Off r o a WA5RED STONE
=_'Q..• - - a • a • • • o.• a � too ®
47
0 • •• a • • e • o e • • • op o
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IIVYC &ARVAr'/®JV� ?Flx l y a ,e • a • • • • s • •
S-
PIT Cp y�?_c.17 y S4 OA f-�J�A , 6 FT D/A1�9. V 94.S
NY R7- AT ®U/LD//1/Cr �Ql• FT.
.INLE � � �CTSET / C (S��T��/L�T. TJON> f
:O07e.67 SEPT/C TANX 101, Ar. i
" )VL.ET DISTR/�IBT!®IV_Box 00 FT. .SECT/O/V ®F GROVAID d".�T�rY 7'A®LE s
GcITLTDISTRI®d9'�!®!Y mX/00.7 FY. .
/NLET LEAC/,f/NG PJT
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NIJMSER OF 9EDROOMS F77 MIN.
SO/L. L®G
707AL E5rTl14 srEo J40AV 3 3 0 G.4L.�DAY SOIL TEST#/ S®/L 7E'ST*2
i4lGVV8E.P OF 40ACHfA/4 JD/73�__ DATE AF SOIL TEST 3
S/O.E.Ll'ACHJMG PEa P/T / ' I•
4007-roNi Li9gCNJNG PER P/T 7 �. FT O v r RESULTS W/TMESSE'L� BY�J
ZG G O rye PtRC®L/4T/OlY RATE At l / N'�S MJJV�INCPo'
TOTAL LE.4CN/NG AREA SQ ir- 7'-0P-S'O !L FEA'COLA7'JON RA7-'E/•2
RE SE,RVE•4 EA, CH//VCr AREA ?_:6 6 S49 FT
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FSSrpypLEIA — 7/2 MAJJY ST. , yY.4NNis, N1Ass.
G/gOVN[7 yY�4TE`fP E/i/COUNTgREO CL/teNT;c� ;j.7 a 1 a/:`'
Q GRO�lND h/ATE'R AT ELEj! _ _- DR?E � I/
JOB NO; a l zs z_% SHEET " OF
T.O.F. EL.= 39.2'± 4"SCHEDULE 40 PVC MIN. SLOPE 1
INISH GRADE OVER D-BOX= 36.2 ±' FINISHED GRADE OVER BIODIFFUSERS= 36.0' - 36.9' GENERAL NOTE S
fPROVIDE EXTENSION RISER SLOPE @ 2% MIN.
INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER � ACCESS BOX TO WITHIN 3"OF '
FINISH GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE F.G. (ONE PER OUTER ROW) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FND. EL.= 37.8 ± F.G. OVER TANK EL. = 38,0 ± 5"DIA. OUTLET(S)
CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
PROPOSED 4" 9"MIN. 9"MIN.
/,-EXISTING 4" PVC SEWER PIPE 36"MAX. 36"MAX. TOP OF SAS/B.O. = 33.93' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED.
PROVIDE WATERTIGHT
- 3"DROP MAX " " 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
_ 6" TO 3 9 L = 44't
- -- - -- 2"DROP MIN 7r,,,
JOINTS (TYP.)" " 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
4 PVC IN FROM SNP) " THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
14 SEPTIC TANK 4 PVC OUT TOCONTRACTOR TO PROVIDE O LEACHING FACILITY0.90 10.75 (TYP) °TWE + 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM.
SPECIFIED DROP BE ENINLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 12" 6" , I6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF 33.87 MIN. 33.70 33.50 32.60 (laid flat) 2.875 (34.5 )---I
AND CONDITION OF EXISTING TEES 5.0� (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE 6"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
R
EXISTING SEPTIC AND REPLACE AS tm OVER MECHANICALLY (TYP.) MIN. 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE EQ'O
20.0' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 35.46'ESTABLISHED
- TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 26.00' BIODIFFUSERS (END VIEW) ON A NAIL SET IN UTILITY POLE#2A AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ARC 36HC (#3616 B D) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER.
TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
' ( fy� TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
NOTES: ' \4 � " PERC NO. 13397
APPROPRIATE AUTHORITY.
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH \ ; " -Crs rry INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
SEPTIC SYSTEM COMPONENT. `' '�� h LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
MAP 147 ll \ / EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PARCEL 60 C.S.E. APPROVAL DATE: Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA �� - DATE: September 8, 2011
SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF \ ' -41- �• !-,'"r ��� TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. LOCUS MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP= 36.00'
3. ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION - _ - REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
OVERLAY DISTRICT AND THE ESTUARINE WATERSHEDS. 40 Zsp -• (,+ ELEV WATER= <26.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
�. \ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
�o r PERC RATE _ < 2 min./inch
�O�S�,C �p d'� �'-- r!1✓ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
? 23 DEPTH OF PERC = 30"-48"
PCj $' M�\v -39--- � C%j4 � t
G LL _ 16. PROPOSED PROJECT IS LOCATED WITHIN:
I 10
w O G PCj` N!� �� ," �. \1 �1 �i TEXTURAL CLASS: 1 ASSESSOR'S MAP 147 PARCEL 11-05
co O/ 4
I EOFO p,N� �\ '- , ZONE 2 +�?• ,�
CV)
OWNER OF RECORD: GLEN A. &KAREN ANDERSON
4 ADDRESS: 31 CAPTAIN LUMBERT LANE
N �GN� 210 w !N!� Ei- XIST. LEACHING PIT TO BE - -- d, f p i w 0" 36.00'
�' / �. 11 0 o Loam Sand CENTERVILLE, MA 02632
w / PUMPED, FILLED w/CLEAN �? ,`SO r `., A y
�0��� SAND & ABANDONED N�----� 8" 10Yr 3/1 35.33'
MAP 147 6p°O �3 , N!� �p\S�O� �� ! MAP 147 yy ' ' FEMA FLOOD ZONE C
PARCEL 61 201 -'' , °! OHO GP �pA/j PARCEL 11-09 ° k ` '' B 10Yr 5/6 COMMUNITY PANEL# 250001 0015 C
Loam Sand
Nl� U.P.#9135/149� gEsEM�� » . B 17. DEED REFERENCE: L.C.C. #154383
°! X� NRv6 OF N P,\�1y �i .a► 30" 33.50'
_E OF S EOG� '60? / - o • A 1 Perc 18. PLAN REFERENCE: L.C. PLAN 37432-F
ern, ire
EQO \GNP /� , ' e ) � >! I' 'r• * 48" 32.00'
V 4 ZONE 2 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
n / / _:XIST. 1,000 GAL. SEP _ �`` $ $ 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
�� r- 1 �/ / TANK TO BE UTILIZED IN FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
' LP /3$ THIS DESIGN ( ; `'\ C Med. to Coarse Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
O \
�50O�Op °/N/\� f a / _.. - 2.5Y 6/6
PROP. D-BOX
TP 2 ti '� --- MAP 147 i
tis�° EXISTING SHED TO 36x0 1 PARCEL 11-05 ; LOCUS PLAN
29' BE RELOCATED TP 1 l a �X
298Sj,�°y�. AWAY FROM SAS- 36x0'/ L ALK DECK 29,022 S.F.t
SCALE: 1"= 1000'
/ a cP \ I MCP /� 120" 26.00'
i ,
0 \ ;5, No Mottling,Weeping or Standing Observed
PROP. TOTAL 20 ARC 36HC
(#3616BD) BIODIFFUSERS (H-20)
1 DESIGN DATA TEST PIT DATA LEGEND
IN A FIELD CONFIGURATION r � �� � #31 3
20.11 EXISTING /� r� PERC NO. 13397
3-BEDROOM / ry� D 50xO EXISTING SPOT GRADE
o, INSPECTOR: Donald Desmarais, R.S.
DWELLING 0 h - - 50 - - EXISTING CONTOUR
PROP. INSPECTION PORT ^ TOF = 39.2'± / =ti �.� MAP 147 (DESIGN) 3 EVALUATOR: Michael Pimentel,/ E.I.T.
NUMBER OF BEDROOMS DE Oct. 1999
w/ACCESS BOX (TYP OF 2) PARCEL 11-06 110 C.S.E.APPROVAL DATE: 50 PROPOSED SPOT GRADE
DESIGN FLOW GAUDAY/BEDROOM DATE: r� PROPOSED CONTOUR
/ September 8, 2011
TOTAL DESIGN FLOW 330 GAUDAY
- TEST PIT#: 2
DESIGN FLOW X 200 % - 660 GAUDAY ❑/H/W _ EXISTING OVERHEAD UTILITIES
MAP 147 ELEV TOP= 36.00
\ O i �, s / Q �36 USE EXISTING 1,000 GALLON SEPTIC TANK ELEV WATER= <26.00' GAS -- EXISTING GAS LINE
PARCEL 11-03 S o \ y
Benchmark 1 j
PERC RATE = W W EXISTING WATER LINE
Nail in U.P.#2A \ �Q p
Elev. =35.46' \ TEST PIT LOCATION
Approx. M.S.L. DEPTH OF PERC =3S� _--- \ INSTALL 20 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20)
TEXTURAL CLASS: 1
SYSTEM CAPACITY _ EXISTING 1,000 GALLON SEPTIC TANK
�3� (TOTAL L.F. OF BIOS) (4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0"
3q_ 36.00, PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
(100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY A Loamy Sand
" 10Yr 3/1
O� \ �\ 35.33' ❑ PROPOSED DISTRIBUTION BOX
SWING-TIES SCALE: 1"=20' TOTALS: 8B Loamy Sand PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20)
TOTAL NUMBER OF BIODIFFUSERS: 20 DESCRIPTION 10Yr 5/6
HC-1 HC-2 �33 TOTAL NUMBER OF COUPLINGS: 0\
TOTAL LEACHING AREA: 480.0 30" 33.50'
BIODIFFUSER CORNER(1) 39.9' 62.5' _� <'9• TOTAL LEACHING CAPACITY: 355.2
\ -33 \ fps u'° REV. DATE BY APP'D. DESCRIPTION
BIODIFFUSER CORNER(2) 28.5' 53.4' \ �o w PROPOSED SEPTIC SYSTEM UPGRADE
BIODIFFUSER CORNER 3 20.1' 38.3' \ \c: \ ��
( ) \ � / �t�, NOTE: PREPARED FOR:
BIODIFFUSER CORNER(4) 34.4' 50.2' EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE C Med.to Coarse Sand CAPEWIDE ENTERPRISES
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
"MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 2.5Y 6/6
(1 1„ DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED
10 LOCATED AT
JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052.
2) 31 CAPTAIN L MBERT LANE
CENTERVILLE MA 02632
\ ry V
SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 15, 2011
HC- EXISTING 120" 26.00
�. H OF 0 10 20 40 80 FEET
(4 3) 3-BEDROOM �35 i �� �O No Mottling,Weeping or Standing Observed
DWELLING _ -_- -__ P g 9
� g JOHN L. ��- PREPARED BY:
TOF = 39.2± y� v Qw RESERVED FOR BOARD OF HEALTH USE C CCVII-L JR. 1 JC ENGINEERING, INC.
o. 07 2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
HC-1 SITE PLAN 508.273.0377
SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2072