HomeMy WebLinkAbout0009 LEDA ROSE LANE - Health 9 Leda Rose Lane (Marstons Mills)
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TOWN OF BARNSTABLE
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LOCATION ��,,�� �/�/,� SEWAGE# Z 1 7 - �y y
V,'LLAGE✓ f a1 4 J �) 1e,11`ASS ESSOR'S MAP�/&PARCEL 'J y`/
INSTALLER'S NAME&PHONE NO. l�t.�.� 15> Ill r-r1h t",
SEPTIC TANK CAPACITY C->--
LEACHING FACILITY:(type) 3 h'1n C 11400�4size) Pe Z
NO.OF BEDROOMS
OWNER y v r tom► D in-
PERMIT DATE: ?-c7 f 7 COMPLIANCE DATE: �� 0A
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 ��
ct
A 136
No �y IL Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for BI$posdl 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(V<U_pgrade( ) Abandon( ) ❑Complete System / `Individual Components
Location Address or Lot No. "O,A /1jof7 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel '3/ — Al —
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�' `j�t.✓+"��{�`► �. �B��wa� Gil/ �.S,
Type of Building: p� �,(�
Dwelling No.of Bedrooms / Lot Size /1� sq.ft. Garbage Grinder-01
Other Type of Building S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ® gpd
Plan Date Z 0 Number of sheets 71 Revision Date
Title
Size of Septic Tank �{�- �?3 6 Type of S.A.S. S"� ' - C -ti t(y-ei✓J
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of a
Si ovib, Date PAS 1
Application Approved by Date O
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. ! _ t-. /; ' Fee
THE COMMONWEALTH OF,MASSACHUSETTS Entered in computer:
PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application_ for Vogal*Btrm Construction Permit
Application for a Permit to Construct( ) Repair(y)/Upgrade( ) Abandon( ) [:]Complete System ndividual Components r
Location Address or Lot No. C r LQ D{A (Iok Lg, lk%oO7 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel '� _ •�j/ _ �'�'I hs• W ,
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms 10" Lot Size Y,.7 3 sq.ft. Garbage Grinder(/jOVO
Other Type of Building S j No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) �/ //� gpd Design flow provided gpd
Plan Date 7 D JE h 2--0/7 Number of sheets Revision Date
Title
Size of Septic Tank )C /Q(I Type of S.A.S. 'J Sid C
Description of Soil jO/S'zl
Nature of Repairs or Alterations(Answer when applicable)�?1!(.¢
('
t'o ee 4J G-� •�,�`/� J�f1-rvQ
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.
SigCod— Date 14
Application Approved by Date 4
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
7' _ c(, BARNSTABLE, MASSACHUSETTS
Certificate of Compliance ,
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(✓) Upgraded( )
Abandoned( )by 6 yr i(--f -(a`^
at q l_ f CSC. 6 i e /mil has been constructed in accordance ff /
with the provisions of Title 5 and the for Disposal System Construction Permit NoDqq-60 dated
Installer Designer
#bedrooms Approved design flow !qyo gpd
F
The issuance of this permits all not be construed as a guarantee that the system wi 1-funllcti'on as designed. I�
Date I ') 17 0I r Inspector
--------------------------------------------------------------------------------------------------------------------------------=---------
No. 2—3 q 1 Fee /4
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Vsposal *pstem Construction permit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at 0/ /� c✓A Aje
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions. ��
Provided:Construction must be comple d within three years of the date of thi perm" it.
Date �l��6 Approve
Town of Barnstable.
Regulatory Services
Richard V. Scali,Interim Director
BAMSrnar e. ;
i639
Public Health Division
Thomas McKean.,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 5087790-6304
Installer-&Designer Certification Form
Date: �' / Sewage Permit# 7-00-7 4`( Assessor's Map\Parcel
Designer: 664e", 115, ` S Ew►� In. Installer: 66t, t' le f,
_ . Address:_ . .-. 4-z�. fo I-_ �+ Address: 9 ;L �� Z!@ Ls-,
A oiq J ¢-a„- s 41,._1/l O oz6y P
On ® "6—17 ke-,,A e> HMrrr V6%,Owas issued a permit to install a
(date) (installer)
septic system at C/ ff�- based on a design drawn by
/(address)
6, #art iel dated ?.® S61' 2W 7
(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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in 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 was constructed in ompliance.with the terms
of the IAA approval letters(if applicable)
Ent
(Installer's Signature) U HARRINCT41 y
No.1070
o 17"le
(Designers ignature) (Affix p Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COIVI E ANCE WILL—NOT—BE-TSSUED UNTI BOTFI THIS FORM AND:AS=
BUILT-"CARD A-RE=RECEIVED BYTIIFBARN'STABEE PUBLIC HEALTWDIVISION:
THANK YO .
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
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77 77-
BUILDING SKETCH ADDENDUM
Sonowerl0ent HARRINGTON GLEN + JANICE
PmpartyAddress 9 LEDA ROSE LANE f'
MARSTONS HILLS County BARNSTABLE Stets MA Zjp Code 02648
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LeridefBANCBOSTON MORTGAGE CORPORATION 150 ROYAL STREET CANTON, MA. 02021
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BUILDING SKETCH
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Town of Barnstable P# zS-
Department of Regulatory Services
M„ = Public Health Division '� 7 g
r�'o 200 Main Street,Hyannis MA 02601 Date
• Date Scheduled
Time
Fee Pd. • DO
Eent for Se e D'
Performed By: Foil Suitability Assessm
rsposal
KSrl, �•J
Witnessed Y.
LOCATION& GENERAL INFORMATION
Location Address Q L.
�a
le L'AltiC�/� '� Owner's Name
Address sR as C
Assessor's Map/Parcel• Y.
Engineer's Name �• rr� ,t_ •s»
NEW CONSTRUCTION REPAIR � �A"!•
Telephone#
Land Use i
Slopes
Distances from: Open Water Body Surface Stones
—R possible Wet Area
ft Drinking Water Well eft
Drainage Way ft Property Line
�'—: ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
aF�
w.
4 ,�,
LOT {
_ EAm14, 4U SF
x
ww
� TA
yam'x mar
/ xp
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If 158.7• \..��.
Parent material(geologic) Deptt } 7 0-0r
h to Bedrock
Depth to Groundwater. Standing Water in Hole:
Weeping from Pit Face
Estimated Seasonal High Groundwater
Method Used:
DETERNIINATION FOR SEASONAL HIGH WATER TABLE
Depth Observed standing in obs.hole:
Depth to weeping from side of obs.hole: in. Depth to loll mottles:
in, Groundwater Adjustment in,
.
Index Well# Reading Date: Index Well level ft.
AdJ.thctoe, ,m Adj.droundwaterLevpi
PERCOLATION TEST Date 7Time A04"
Observation �
Hole#
Time at 9"
Depth of perc
Time at 6"
Start Pre-soak Time @
Time(9"-6")
End Pre-soak
Rate MinJlnch Z
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 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:ISEPTICU'ERCFORM.DOC
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E(in
EP.OBSERVATION HOLE LOG Hole#_
oil Horizon Soil Texture Sdil Color(USDA) Soil Other
(Munselg Mottling (Structure,Stones;Boulders.
r ®12 y�2ZQ/ M 96 QM el)
� J
y6
Depth from DEEP OBSERVATION HOLE LOG Hole,# . y
Soil Horizon Soil Texture
Surface(in.), Soil Color,_ *' Soil' s Other
(USDA) (Munsell
Mottling (Structure,Stones,Boulders.
1-5 r onsi ten % rave
wr
G�. . •, G
�t
DEEP OBSERVATION HOLE LOG Hole'#
�P�from Soil Horizon Soil Texture Soil Color
Surface(in.) (USDA) Soil Other{Munselq Mottling (Structure,Stones,Boulders.
to
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Consistency.
Flood Insurance Rate Mao:
Above 500 year flood boundary No— Yes
Within 500 year boundary No_ Yes M.:r
Within 100 year flood boundary No.___,_ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturallyoccurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? -- YR4 ,
If not,what is the depth of naturally occurring pervious'material?
Certification
I certify that on /0 199�(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,expertis d perience described in 310 CMR 15.017.
Signature C Date />>Z d//7
QN\ EPT10PERC17ORM-DOC
i
TOWN OF BARNSTABLE
LOf ATION U)4 LeJ , (�oyz I���-{ SEWAGE
ILLAGE ASSESSOR'S MAP sz LOT op,.i -1,z,046
NSTALLER'S NAME & PHONE NO. Ot�sev�l 7-7
EPTIC TANK CAPACITY ,0 G 9 A li A,
I
LEACHING FACILITY:(type) Lz,,4,t 9 (size) ( 00 i,,
s
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER O-evt\, Cos Q,
DATE PERMIT ISSUED: y !�
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No f/
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No......7:�O. Fps...7 ...."�
THE COMMONWEALTH OF MASSACHUSETTS
_ BOARD OF HEALTH
Appliration for Uhap i al Works Tnnitrnrtion Prrutit
Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
System at: ,
\ Ira � r' �J.:- �i lx'•'1' .....i��i+'�'c3 fYi._..... ........ ......... ......... ....�........._... .._ ........................ ......... ._._._.s.r1............................�:........__ ..._._........_...._..._.
Location-Address g - or Lot No
l""n....... r..{:.4 l�_. ....r 6, r, t$ - i"!
--
. ri I,�,_,1`„ f Ownerr _ Address
{ ••• .......
Installer Address
d Type of Building y. Size Lot...._.. .-�� Sq. feet
U Dwelling No. of Bedrooms........... ............................ f - -
_, g— Expansion Attic (.�51x) Garbage Grinder ( )
Other—T e of Building No. of persons............................ Showers — Cafeteria
P1 Other fixtures -----------•... ------•---•-... - �T�
W Design Flow........... ..........................gallons per person per day. Total daily flow.................!_-7:O................_gallons.
1:4 Septic Tank—Liquid capacity....
%_.�-� =•.gallons Length.................Width................ Diameter--------_------- Depth................
W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
x
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.... r _ Date........................................
Test Pit No. 1-------....minutes per inch Depth .of Test Pit___________________ Depth to ground water.....................
fi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water___-_____-_-_-__-__-_-_-
•------------•.................•-------•------•-•-.._...---.........................................................
O
Description of Soil = _.... - :5 --- -------------------------------------------------------------------------------------------
W --------------------------- ------ -- 3J --.....;;........................................................................................................................
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 TTTL: 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._-. ------_. ?� ^L.�------------------------• ................................
r:. .. . - -.ti
ll D-
Application Approved By. .••--•--•••-- :....... ---I.. -----------
Date
Application Disapproved for the f ollo in reasons-----------------------••--------------------------------- )
---••••...................••--•-••----•••--•-•-•----••--••--•......................---••-----•--•--•-•--•-•--•-•---•--•--•-••-•-•••-••-•-••--•---•••••-•••-•---•••••`•-•------••-----•--•••••--•-•-.....
Date
PermitNo......................................................... Issued-.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
............'�. �......�s ........OF.............. ? i .r� r.......1.4....4 ................
Tn#ifiratr of TI-ImptiFanrr �,
THIS IS TO CERTIFY. That the Individual Sewage Disposal System constructed l' ) or Repaired ( }
b �,... ; _
,( Installer 7 ��`y,
at- i ..... rs1' - -- •-•--.._. _`wry
has been installed in accordance with the provisions of TT"11E 5 of The State`.Sanitary Code as desc 'b in the
application for Disposal Works Construction Permit N o._-X--'?—_,o�_Oj...._..._... dated-------'+ .6--_1 ...........
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE............. . :. .r. ............................................. Inspector................ ................................................
THE COMMONWEALTH OF MASSACHUSETTS.
! ►t BOARD OF HEALTH
�O ..........-. .` ........OF........... .. ,ffp..>.+k}... �..l. r' .4� �.�
No... . ..
o...................:...... FEE.__.......
l Dis' pos al Works Tonstrurtion ftrmff
Permission is Hereby granted_ r' . � ' .•-_-•-•._ j'. -. --t'"d-- -.............................................................
-•--
to;1Cons/(tr/uct ( d r) or,Repair ( } ) ran Individual (Sewage Disp#osal System j / (F
at1\T O..Lr V f i'R'411 f`M f'wn".-1�jC -- M111 ^.w.Z..K_C`�. ....._:t- .L..�4__-_-•__ _________ __r_ _ ___._..._ .....__._...... __.......................................
street
as shown okeapplication for Disposal Works Constructio Permit Noy_7'd()I __ Dated.__. ._ .._..--- ------------------------------•----------
( �w Board of Health
BATE --------
-----------
FORM `-- tJ //
1255 HOBBS & WARREN, INC.. PUBLISHERS-
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I CERTIFY THAT THE PROPOSED BUILDING .
SHOWN ON THIS PLAN CONFORMS TO THE
ZONING LAWS OF. .9��sr.� ,= MA.
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EX POSTI G CONTOUR D SPOT ELEVATION
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MARIANO U� O LEVY -4
NOTE: THE LOCATION OF ANY UNDERGROUND •::; No. ac6aa
SEWERAGE WELLS, OR OTHER UTILITIES SHOWN ON bE� CIVIL y _
THIS PLAN S APPROXIMATE ONLY AS DETERMINED l,° .A No.31115
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FROM RECORDS AND/OR VERBAL INFORMATION.
j THE CONTRACTOR IS RESPONSIBLE FOR THE
ji T EI ICATION OF THE EXISTING LOCATIONS IN NAL�
REGISTERED— ENQ
R§GISTeERED LAUQ
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LEVY a ELDREDGE ASSOCIATES,INC. O D PLOT .;�#�.
CLIENT JE I
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.PLANNERS — LAND SURVEYORS
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CENTERVILLE, MA. 02632 SHEET,. _017.?.,' SCALE' fir'' 0 ` DATES 1/ 0
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'�'• 11 3 x /•D 'no3,0 G P i a . r t . • e • • • • p p PRECAST SEEP.4GGr
of o ► • . .. . . . . • a s P/TOR "L11v.
/NO/."1Z"r 4,rL" VA7'1DNS PIT CAWJTy epD d - p A®r
1�ERT'AT BUILD/NG �FT. 6 FT D/AM.
/N
/NLET SB"PT/C T�FNK o� 2,4oFT, /2 FT !P/AM. C SEETABULATIoN�
OUYLET SEPTIC 7ANH AFT.
INLET D1STRIASIMOH BOX/o2.0 0 F7 SECT/ON OF GROUNv BITER T�tBLE
007ZIE AOISMIJBIMOn!ao�rl�l 8a SEyVAC�r� O!�'PASA L SYST'�/�9
/NLET.LEACNIllIG PIT /o!. (20 FT. 'T,4&UL.AT!®M
LEACH!/VG -'0/ D1MENs/aN A 4A
DES/6N CX1TERIA SeALE : y4+ _ /=O' D1AfZN510M $ FT.
NUA9BER OF BE0i�00/+9S 3 D/MENS/O/N G�_FT.
c�ReA�,�-o/sPosAL ua�/r /V SOIL LOl
TOTAL )-LavV�_GAL.1oAY S011- TEST A/ $O/L TEST*2
NUMB.E,e OF L eACNING P/TS f`ELEY• lD�o•�o ELEY' ,DATE OF SOIL TEST q /D Le6,
S/®E AA--ACHING PSf3 PIT 16/ Sta *;r o4,-� TbP 4 RESULTS Av1T/VE57S.E BY� Al /`/G/C�E.4
/ soiu P,"COLA7°YON RATE
607T0/y8 LS�CN/NCi PAR P/TL/3 SQ. .err.. su6 ,*/ 2 M!/vV/NCH
CLAY ��w4,•� ?AA;SA,� rC�L�T/®N RATE/ 2 M/N. INCH!
TOTAL LEACH//V er- AREA 2&1 SQ. FT.
REs�Rt�ELEACi,�1NGAREA54.
`•i •' D^ ID P. `,> Sol t- TES 7- -5--e
?!AND
CCV!t_
No.31115
LEVY & ELDREDGE ASSOCIATES. INC.
.-
E L, �/3•w . 889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632
dA NO GROUND YYATEM 'L/ENT REVJM)E!Z D,dTE.
GROU/VL> yv<#TE.Q AT EL.E(/. — 1)06 / o- /U 32-
SHEET a OF
1� 2�t�( GvKJ� G✓�.�� � �G a.c.
2-2"x V-O'
rccC1K
LWFINIS 0o 0."f
i
2-6 x 6-8" 7
too ) a
•
4'-0"�
�XoS��NU OFF:,cc t�v 12`- 6`
)n 10lAte Me re
c
N GENERAL NOTES g
o
�O 1. ADDRESS: #LEDA ROSE LANE, MARSTONS MILLS
2. ASSESSORS NUMBER: MAP 31 PARCEL 004-001 m
o Z
3. DEVELOPER'S LOT: LOT 6
4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE c
X-1-99.24_-_--_ ___ OS GROUND INSTRUMENT SURVEY. o
edge of pavement �, o� 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. � Leda ose Ln.
............
•,, 6. NO WETLANDS ARE LOCATED WITHIN 200 FEET OF SUBJECT PROPERTY.
��• ; 7. REFERENCE PLAN: LAND COURT PLAN 37857E SHEET 2 OF 4. SITE
'' . R�\ :. 03' REFERENCE PLAN: PLAN BOOK 428 PAGE 50 Meiggs
8. UTILITIES LOCATED BY DIGSAFE #20172812201 O° School street
26.42 •006 9. THIS DESIGN PLAN SHALL BE USED FOR THE SEPTIC INSTALLATION PURPOSES ONLY. „
/ - MARSTONS MILLS
.ws 99.9$?3 �g_4n' _.ac 97.99'
J�01
... .. :.:.:.:.:.:..,/ LOCUS
X 10i':38' �f s2 n NO SCALE
do 99
Z
o X 100.85' h
a~ One chamber cover shjrade
Min. 2"-1/8"-1/2" Double-Washed Stone
� : � ;:'. �. m .� 0orextile filter cloth
v /. x within 6 of finished g
o
/;;::::; �� To of Peastone
N ::::;::: .../ y o
to /;::::::;;; �: :;;; = ��'
a w �:```` / Jb.. Invert Elev.
7 24"
z o
o z `L 6' p ® ® ® ® ® Bottom of Leach Facility Elev.
1::;::;; ::::::::/ J 7 \
O
a- 101. o� �� < 4 5
3/4"-1 V Double-Washed Stone 5' Min.
�o LOT 6
E
LEAC
HING CH
AMBERS B RS
� Bottom of Test Hole Elev. GWEI Elev.
w S oFkis � AREA= 14,843± SF /
To "fo '� `� CROSS SECTION
\��\ \\�\a? PROPOSED SAS q
02360, X 99• 3 .H-10 500 gal chambers
-p% o•,\\ s3. with 4 stone all around in
101.50' \c�\ oi/ 12" O. tree 33.5' x 13' x 2' leach trench. ?
:M . CP
�\ 01.50' T.H. #I try, 6fi$? ►
X 99.86' \ '
000^
T.H. #2 ��\ PROPOSED SEPTIC SYSTEM REPAIR
�i LEGEND PREPARED FOR
r
10 RESERV rLo
Test Hole Location GLEN E. HARRINGTON ET UX
H-20 D-BOX
—GAS— Approximate location AT
14 gas l'"e #9 LEDA ROSE LANE
—w— ApproximatQ location
water line
99'85� (MARSTONS MILLS) BARNSTABLE, MA
Septic Se :?:. 18— Existing contour
tback .33 O o Ex.1,000 gal. H-10 loading
156. 7 .013septic tank PREPARED BY:
6 Glen E. Harrin ton, R.S.
o g
W .j Existing Leach Pit 9 Leda Rose Lane
SITE PLAN HITE
'�•� ••........ •• X 100.04' � (to be pumped & bockfilled) Marstons Mills, MA 02648
MOSS RESIDENT X 100. Tel: 774-238-1813
SCALE: 1 = 20' OPEN SPACEIS ASSOCIgT'ON l Email: ,gharr880hotmail.com
B.M. = 101 .70 ON CORNER OF
BULKHEAD (ASSUMED) scALE: 1"=20' DRAWN BY: GEH DATE: 20 SEP 2017
DATUM: ASSUMED FILENAME: APESEPTIC SHEET 1 OF 2
SYSTEM PROFILE
Existing Dwelling
Not to Scale ,
First Floor elev.=103.60
3 HOLE H-20
To Fndn.=102.63 DIST. BOX Finished grade over s stem=2% sloe away P Existing Grade = 101.5't 9 Y P Y Existing Grade =100't
CELLAR Septic tank covers must be D—Box cover shall be One chamber cover shall be Min. 2"-1/8"-1/2" Double—Woshed Crushed Stone
within 6" of finished grade within 6" of finished grade within 6" of finished grade or goo—textile filter cloth
WALL S = 0.02' ft.
S=0.01'/FT To of Peastone Elev.=97.0'
Level for 2' S=0.01 ft/ft
11' 11 EXISTING 8, Invert lev= 6
1000 GAL. 72' JWC==
® ® C3 C3 CSEPTIC TANK P=96.97' 24"
EX. INV.=99.80' H-10 = 8' ® C ® ® tom of Lea h. Facility Elev.=94.25'
Install Gas Pof a 33.5'
EX.=99.03' or aqua =97. 4'
3/4"-1$" Double—Washed, Crushed Stone 5' Min. 5.4' PROVIDED
6" OF 3/4"-11/2" STONE 3 H— 10 '
I Bottom of t Hole Elev.=88.86
6" OF 3/4"-11/2" STONE LEACHING CHAMBERS
Design Calculations
Number of Bedrooms: 4 EXISTING = 440 Gal./Day
Garbage Disposal: Not allowed with this design
Septic Tank Capacity Required: 1,500 gallons (min. per Title V)
Septic Tank Capacity Provided: Existing 1,000—gal H-10 septic Tank
Leaching Capacity Required: 440 gpd x LTAR= Req'd Area
Long Term Application Rate for <2 min./inch = 0.74 gal/sq. ft.
Proposed Leaching Structure: 1-33.5'x13'x2' Leaching Trench
Bottom Leaching Area Provided = 435.5 Sq.Ft.
Side Leaching Area Provided = 186 sq. ft.
Total Leaching Area Provided = 621.5 sq. ft. > 595 sq. ft req'd.
CONSTRUCTION NOTES Leaching Capacity Provided =621.5 sq. ft X 0.74 gal/sq.ft.=460 gpd.
1 . Contractor is responsible for Digsafe notification SOIL EVALUATION & PERK TEST (P15425
and protection of all underground utilities and pipes. Date of SOIL EVALUATION & PERK: DULY 20, 2017
Evaluation Performed By: Glen E. Harrington, R.S.
2. The septic tank and distribution box shall be set Excavator: Mike Leary
level on 6„ of 3/4 —1 1/2 stone. Percolation Rate:< 2 mpi, 24 gals applied in 7 min 55 sec.
3. Backfill should be clean sand or gravel with no Witness: Donald Desmarais, R.S., BOH Agent
stones over 3" in size.
4. This system is subject to inspection during installation Test Hole Test Hole
by Glen E. Harrington, R.S. No. 1 No. 2
5. The contractor shall install this system in accordance DEPTHI .SOILS ELEV. DEPTH SOILS ELEV.
with Title V of the Massachusetts Environmental Code 0 99.86-1 0 99•9'
and local Board of Health Rules and Regulations. A. LS A. LS PROPOSED SEPTIC SYSTEM REPAIR
6. If, during installation the contractor encounters any 6" 10YR4/2 F6.36' 8" 1OYR4/2 s9.23' PREPARED FOR
soil conditions or site conditions that are different aam wean aam wsan GLEN E. HARRINGTON ET UX
from those shown on the soil log or in the design, 10YR6/6 1OYR6/6the installer shall halt installation and immediately notify 36" 96.8s 34" s7.07' AT
Glen E. Harrington, R.S. 48" #9 LEDA ROSE LANE
7. No vehicle or heavymachine shall drive over the 66" a C1 M-c SAND (MARSTONS MILLS), BARNSTABLE, MA
machinery M—C SAND . •
septic system unless noted as H-20 septic components. 2.5Y6/4 2.5Y6/4
8. Install Tuf—Tito as baffle or equal on septic tank outlet tee. PREPARED BY:
g q p 132" SS.Ss' 120" 8s.9' Glen E. Harrington, R.S.
9. All piping shall be SCH 40 PVC. No Observed Ground Water 9 Leda Rose Lane
10. No wells are located within 150' of proposed SAS. Marstons Mills, MA 02648
foil Evaluation Certification
11 . The existing leach pit shall be pumped and backfilled. i otro aanr°Abby the o,len� passedhe a Boil was performed � Tel: 774-238-1813
12. Provide 1 H-20 DB-3 distribution box and 3 H-10 500—gal. chambers hea,o�"+s0h the n ire 'nine' �` nd ex once described Email: gharr88®hotmail.com
by Wiggin Precast or. equal. SCALE: 1"=20' DRAWN BY: GEH GATE: 20 SEP 2017
GLEN E.NARPoNGiCN. 4
DATUM: ASSUMED I FILENAME: APESEPTIC SHEET 2 OF 2
N GENERAL NOTES g
1. ADDRESS: #LEDA ROSE LANE, MARSTONS MILLS
0 O� 2. ASSESSORS NUMBER: MAP 31 PARCEL 004-001
0
� 3. DEVELOPER'S LOT: T
)
6
AI 4. TOPOGRAPHIC INFORMATI N WAS COMPILED FROM AN ON THE o
X-1••99.2_A _—____ S� GROUND INSTRUMENT SURVEY.
5
:edge of pavement �.� �i / . TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. :9 Ledo ose Ln.
6. NO 'WETLANDS ARE LOCATED WITHIN 200 FEET OF SUBJECT PROPERTY. : SITE
7. REFERENCE PLAN: LAND COURT PLAN 378578 SHEET 2 OF 4. A�
Metggs
I ...... ,
98.93 REFERENCE PLAN: PLAN BOOK 428 PAGE 50
R% ..... \ 8. UTILITIES LOCATED BY DIGSAFE #20172812201 Road School street
26.42' '9 QO� �\ 9. THIS DESIGN PLAN SHALL BE USED FOR THE SEPTIC INSTALLATION PURPOSES ONLY.
�...,25• • � MARSTONS MILLS
101...... .
ws 99.9$?3 -1(-�8._4Q_�X 97.99' LOCUS
X io�:38' > ��S NO SCALE
99
01
Z
o �` ~;`:: X 100.85' Min. 2"-1/8"-1/2" Double—Washed Stone
a OO �;:::::;; ::::: G 12�m,n. One chamber cover shall be or geo—textile filter cloth
,r:::;:;::::Q ,��` "' within 6 of finished grade
iJ o0 �::;;;;:;; s�:'':: :';;''` o To of Peastone
N
N 0 : j Invert Elev.
Uj
24
z f::::::::::: `� �� X Bottom of Leach Facility Elev.
0 Z ::::::::::::: 0,
4p� �� pip
5+ 4'
N 0 cow 92 3/4"-1%" Double—Washed Stone 5' Min.
0 LOT 6�0 LEACHING CHAMBERS
g � AREA-14,843� SF B tt m of Test Hole Elev./GW Elev.
ro�st,�o�y sr,��� - CROSS SECTION
0 �`na�oeee4//VC 101.58 PROPOSED SAS
.10 X 99 H-10 —g
3 500 al chambers
\. c\ 3\
°2660' with 4 stone all around in
101.50' 0% 3 12" O. tree �S 33.5' x 13' x 2' leach trench.
r
\
SIT
01.50' T.H. #1
�\
X 99.86' o\
t0i
T.H. #2 °^\ PROPOSED SEPTIC SYSTEM REPAIR
Di LEGEND PREPARED FOR
10 RgRERVE Test Hole Location GLEN E. HARRINGTON ET UX
. Eq 0
H-20 D—BOX —CAS— Approximate location AT
O gas line #9 LEDA ROSE LANE
1 Approximat location
—W— water Rne
septic set 0..........�. 99.85' 18— Existing contour (MARSTONS MILLS), BARNSTABLE, MA
bock 0 ...: Ex.1,000 gal. H-10 loading
. ^ �O O O septic tank PREPARED BY:
156, 76 b 1 Glen E. Harrington, R.S.
O Existing Leach Pit 9 Leda Rose Lane
SITE PLAN wHnE • .•.......
... X 100.04' 0 (to be pumped & backfllled) Morstons Mills, MA 02648
IyOS X 100. Tel: 774-238-1813
S RESIDEN T
SCALE: 1 = 20' OPEN SPACE Email: ghorr880hotmaii.com
B.M 101 .70 ON CORNER OF E
SCALE: 1"=20' DRAWN BY: GEH I DATE: 20 SEP .2017
BULKHEAD (ASSUMED) DATUM: ASSUMED FILENAME: APESEPTIC I SHEET 1 OF 2
SYSTEM PROFILE
Existing Dwelling
Not to Scale -
First Floor elev.=103.60
3 HOLE H-20
DIST. BOX
Top Fndn.=102.63 Existln Grade 101.5't Finished grade over system=2% slope away Existing Grade =100't
Septic tank covers must be D—Box cover shall be One chamber cover shall be Min. 2"-1/8"-1/2" Double—Washed Crushed Stone
CELLAR " or geo—textile filter cloth
WALL S = 0.02' ft. within 6" of finished grode within 6" of finished grade within 6 of finished grade
• 5=0.01'/FT To of Peastone Elev.=97.0'
Level for 2' S=0.01 ft/ft w.
EXISTING Inver ev=96 '
11' 1000 GAL. 72'
SEPTIC TANK ® TCT=1�13FCf=
24"
P=96.97' O
EX. INV.=99.80' H-10 )U1= 8' Bottom of Lea h Facility'Elev.=94.25'
Install Gas Pafle 33.5'
EX.=99.03' or aqua =97.14'
3/4"-1 Double—Washed, Crushed Stone 5' Min. 5.4'•PROVIDED
6" OF 3/4"-11/2" STONE. 3 H— 1 0 Bottom of Test Hole Elev.=88.86' i
6" OF 3/4"-11/2" STONE LEACHING CHAMBERS
Design Calculations
Number of Bedrooms: 4 EXISTING = 440 Gal./Day
Not allowed with this design
Garbage Disposal: n 9
Septic Tank Capacity Required: 1,500 gallons (min. per Title V)
Septic Tank Capacity Provided: Existing 1,000—gal H-10 septic Tank
Leaching Capacity Required: 440 gpd x LTAR= Req'd Area
Long Term Application Rate for <2 min./inch = 0.74 gal/sq. ft. '
Proposed Leaching Structure: 1-33.5'x13'x2' Leaching Trench
Bottom Leaching Area Provided = 435.5 Sq.Ft.
Side Leaching Area Provided = 186 sq. ft.
Total Leaching Area Provided = 621.5 sq. ft. > 595 sq. ft req'd.
CONSTRUCTION NOTES • Leaching Capacity Provided =621.5 sq. ft X 0.74 gal/sq.ft.=460 gpd.
1 . Contractor is responsible for Digsafe notification SOIL EVALUATION 8e PERK TEST P15425
and protection of all underground utilities and pipes. Date of SOIL EVALUATION & PERK: JULY 20, 2017
P 9 Evaluation Performed By: Glen E. Harrington, R.S.
2. The septic tank and distribution box shall be set Excavator: Mike Leary
level on 6„ of 3/4 —1 1/2 stone. Percolation Rate:< 2 mpi, 24 gals applied in 7 min 55 sec.
3. Backfill should be clean sand or gravel with no Witness: Donald Desmarais, R.S., BOH Agent
stones over 3" in size.
4. This system is subject to inspection during installation Test Hole Test Hole
by Glen E. Harrington, R.S. No. 1 No. 2 .
5. The contractor shall install this system in accordance DEPTH SOILS ELEV. DEPTH SOILS ELEV.
with Title V of the Massachusetts Environmental Code 0 99.86'1 0 99.9'
and local Board of Health Rules and Regulations. _A, LS A. LS PROPOSED SEPTIC SYSTEM REPAIR
6. If, during installation the contractor encounters any 6" 1oYR4/2; 99.38 8" 10YR4/2 99.23' PREPARED FOR
soil conditions or site conditions that are different aam wean aam wsan GLEN E. HARRINGTON ET UX
from those shown on the soil log or in the design, 10YR6/6 10YR6/6
the installer shall halt installation and immediately notify 36" 96.86' 34" s7.oT , AT
Glen E. Harrington, R.S. 48"� #9 LEDA ROSE LANE
s6" a C1 C1 (MARSTONS MILLS), BARNSTABLE, MA
7. No vehicle or heavy machinery shall drive over the M-C SAND M—C SAND
septic system unless noted as H-20 septic components. 2.5Y6/4 2.5Y6/4
PREPARED BY:
8. Install Tuf—Tite gas baffle or equal on septic tank outlet tee. 132" 1 88:86' 120" 89.9'
Glen E. Harrington, R.S.
. 9. All piping shall be SCH 40 PVC. No Observed Ground Water 9 Leda Rose Cane
10. No wells are located within 150 of proposed SAS. Marstons Mills, MA 02648
Soil Evaluation Certification
11 . The existing leach pit shall be pumped and b a c kf i l l e d. i certify that on October, 1995. 1 have passed the soil wevaluator Tel: 774-238-1813
lnotlon approved the 0EP and th the o pe by mail: h ®h exom pp by � E g orr88 otmail.Com
12. Provide 1 H-20 DB-3 distribution box .and 3 H-10 500—gal. chambers r"s consistent10 ith the requi'° g' a d °°1 describedin „
by Wiggin Precast or equal. SCALE: 1 =20' DRAWN BY: GEH DATE: 20 SEP 2017
as►� DATUM: ASSUMED FILENAME: APESEPTIC I SHEET 2 OF 2
N GENERAL NOTES
1. ADDRESS: #LEDA ROSE LANE, MARSTONS MILLS
o O,9 2. ASSESSOR'S NUMBER: MAP 31 PARCEL 004-001 z
0
�O 3. DEVELOPER'S LOT: LOT #6
4. TOPOGRAPHIC INFORMATIOON WAS COMPILED FROM AN ON THE • e
X-1•A9.24 ____——_—__ J GROUND INSTRUMENT SURVEY.
edge of pavement 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. Ledo a t,,.
6. NO WETLANDS ARE LOCATED WITHIN 200 FEET OF SUBJECT PROPERTY. SITE
�.,� 4z- 7.• REFERENCE PLAN: LAND COURT PLAN 37857E SHEET 2 OF 4. Aso
•`•'::`•'::::':::'::'::`• ':" 98.93' REFERENCE PLAN: PLAN BOOK 428 PAGE 50 Mergga
..`'` � 8. UTILITIES LOCATED BY DIGSAFE #20172812201 O° school Street
26.42' q 00�7 \�\ 9. THIS DESIGN PLAN SHALL BE USED FOR THE SEPTIC INSTALLATION PURPOSES ONLY. „
97 99' v MARSTONS MILLS
.:Ws 99.96 ..3 -c�4a____,X LOCUS
101..•... ........ :.....;..
�.:::...::::::::.:::::::� �\NzS2 N 0 SCALE
99
z 4 r
o / Xr 100.85' Min. 2"-1/8"-1/2" Double—Washed Stone
a~ 00 One chamber cover shall be
/:::::::�';'' ' ''' > I moo :moo• " or geo—textile filter cloth
l;;;;;;;.. Q-.: ' x� within 6 of finished grade
00 (0 INN Cn ::::::::::::J �, \° � To of Peas one
a ..Invert Elev.
w
z a t::::;:::: e:::::
w j o� ° ® ® ® EM ® ® ® Bottom of Leach FacilityElev.
O
N w f:::::::::::::101.90' c % �4 'c,� �F 4'
a- 0 < 4' 5'
N O / k 92 3/4"-1'k" Double—Washed Stone 5' Min.
go LOT 6 LEACHING CHAMBERS Bottom of Te t Hole Elev./GW Elev.
Fki � AREA=14,843± SF
�ops�����s���\� CROSS SECTION
ndo arr `�N� 101,58'
e PROPOSED SAS -
X 99. '
'0 3 H-10 500—gal chambers
\.`\err\\\` ro2e6Q' with 4' stone all around in
4'0 \ �y,\ `� 12' dia. tree 13' x 2' leach trench.
101.50 "IN \ r 33.5 x
a�
�\ 01.50' T.H. #1 �/ R
X 99.86' o\
co,
T.H. #2 ~\ PROPOSED SEPTIC SYSTEM REPAIR
t of LEGEND PREPARED FOR
10 RgRERVE ti° Test Hole Location GLEN E. HARRINGTON ET UX
O H-20 D—BOX —GAS— Approximgte location AT
o gas line #9 LEDA ROSE LANE
'� Approximat location
—W—
water ne
99.85'
O (MARSTONS MILLS) BARNSTABLE, MA
septic Seib `' ta— Existing contour
:. ::.
Ock ".`` '""" •..... O %� Ex.1,000 al. H-10 loading
1 33 ...:....:::::::. .... :^ DO O O septic tank PREPARED BY:
56. 76' 1 Glen E. Harrington, R.S.
o Existing Leach Pit 9 Leda Rose Lane
SITE PLAN WHITE
MOSS RESIDENT X 100.
• .••••.... ••�••.'. 00.04 (to be pumped & backfilled) Marstons Mills, MA 02648
•• X 1 Tel: 774-238-1813
'SCALE: 1 '� = 20' OPEN S ASSOCIATIO Email: gharr88®hotmail.com
N
B.M = 101 .7 0' ON CORNER OF SPACE SCALE: 1"=20' DRAWN BY: GEH DATE: 20 SEP 2017
BULKHEAD (ASSUMED) DATUM: ASSUMED FILENAME: APESEPTIC SHEET 1 OF 2
SYSTEM PROFILE
Existing Dwelling
Not to Scale
First Floor elev.=103.60 '
3 HOLE H-20
Top Fndn.=102.63 DIST. BOX Finished grade over system=2% slope away Existing Grade =1001t
Existing Grade = 101.5'f
Septic tank covers must be D—Box cover shall be One chamber cover shall be Min. 2"-1/8"-1/2" Double—Washed Crushed Stone
CELLAR " " or geo—textile filter cloth
WALL S = 0.02' ft. within 6" of finished grade within 6 of finished grade within 6 of finished grade
• ' S=0.01'/FT To of Peostone Elev.=97.0'
EXISTING Level for 2 S=0.01 ft/ft x•v .--=1n-- u-:L�:- ,
11' 1000 GAL. 8' 72' Invert I v= 6 25
SEPTIC TANK ® ® ® ® ® 24"
P=96.97' ® ® ® ® M
EX. INV.=99.80' H-10 = 8' tom of L ach Facility Elev.=94.25'
Install Gas IBaf a 33.5'
EX.=99.03' or a uo =97.14'
3/4"-116" Double—Washed, Crushed Stone 5' Min. 5.4' PROVIDED
6" OF 3/4"-11/2" STONE 3 H— 10 Bottom of Test Hole Elev.=88.86'
6" OF 3/4"-11/2" STONE LEACHING .CHAMBERS
Design Calculations
Number of Bedrooms: 4 EXISTING = 440 Gal./Day
Garbage Disposal: Not allowed with this design
Septic Tank Capacity Required: 1,500 gallons (min. per Title V)
Septic Tank Capacity Provided: Existing 1,000-gal H-10 septic Tank
Leaching Capacity Required: 440 gpd x LTAR= Req'd Area
Long Term Application Rate for <2 min./inch = 0.74 gal/sq. ft.
Proposed Leaching Structure: 1-33.5'x13'x2' Leaching Trench
Bottom Leaching Area Provided = 435.5 Sq.Ft.
Side Leaching Area Provided = 186 sq. ft.
Total Leaching Area Provided = 621.5 sq. ft. > 595 sq. ft req'd.
CONSTRUCTION. NOTES Leaching Capacity Provided =621.5 sq. ft X 0.74 gal/sq.ft.=460 gpd.
SOIL EVALUATION' & PERK TEST (,P15425
1 . Contractor is responsible for Digsafe notification
protection of all underground utilities and pipes. Date of SOIL EVALUATION & PERK: JULY 20, 2017
and
P 9 Evaluation Performed By. Glen E. Harrington, R.S.
2. The septic tank and distribution box shall be set Excavator: Mike Leary
level on 6„ of 3/4 —1 1/2 stone. Percolation Rate:< 2 mpi, 24 gals apptied in 7 min 55 sec.
3. Backfill should be clean sand or gravel with no Witness: Donald Desmarais, R.S., BOH Agent
stones over 3" in size.
4. This system is subject to inspection during installation Test Hole Test Hole ,
by Glen E. Harrington, R.S. No. 1 No. 2 1i'Af �
a 5. The contractor shall install this system in accordance EPTHI SOILS ELEV. DEPTH SOILS ELEV.
with Title V of the Massachusetts Environmental Code o 99.86'1 0 99.9'
and local Board of Health Rules and Regulations. A. LS I A, LS PROPOSED SEPTIC SYSTEM REPAIR
6. If, during installation the contractor encounters any 6" 1OYR4/2 99.36' 8" 10YR4/2 99.23' PREPARED FOR
soil conditions or site conditions that are different Bw Bw GLEN E. HARRINGTON ET UX
10YR6/6 from those shown on the soil log or in the design, °°my 8O" IOYR6/6
AT
the installer shall halt installation and immediately notify 3s" 9s.8s' 34" 7.07'
Glen E. Harrington, R.S. 48"-� #9 LEDA ROSE LANE -
7. No vehicle or heavy machinery shall drive over the 66" a M—C SAND M—C SAND
(MARSTONS MILLS), BARNSTABLE, MA
septic system unless noted as H-20 septic components. 2.5Y6/4 2.5Y6/4
8. Install Tuf—Tite as baffle or equal on septic tank outlet tee. PREPARED BY:
g q p 132" 88.es' 120" as.s' Glen E. Harrington, R.S.
. 9. All piping shall be SCH 40 PVC. No Observed Ground Water 9 Leda Rose Lane
10. No wells are located within 150 of proposed SAS. u io ification Marstons Mills, MA 02648
Soil Evalatn Cert
11 . The existing leach pit shall be pumped and ba c kf i l l ed. aerttfy that on October, 1995, 1 have passed the °all evaluator Tel: 774-238-1813
examtnoVon approved by the DEP and that the Dialysis was performed by Email: ghorr880hotmail.com
12. Provide 1 H-20 DB-3 distribution box and 3 H-10 500—gal. chambers n°3co is nt with the required `"1. expo ��°° described
by Wiggin Precast or equal. SCALE: 1"=20' DRAWN BY: GEH DATE: 20 SEP 2017
r1E71 L KNUMM7aM.R
- DATUM: ASSUMED FILENAME: APESEPTIC I SHEET 2 OF 2