HomeMy WebLinkAbout0039 GALLEON WAY - Health 39 Galleon Way
Marstons Mills
A= 098-040
F
. I
Town of Ba"Mstable. P#
Department of Regulatory Services ,
I j
• Public Division Date
�Iutxaree[�. blic Health� I
.b y tee$ 200 Main Street.Hyannis MA 02601
/ -
Date Scheduled-' 'Time Fee Pd.-
��' �5r�atability Assessment fog-S e Disposal \J
Performed By. I Witnessed By
i
LOCATION &'GENERAL TNFORMTION �,/
Location Address r �� - 1 Owner's Name �j 0 t/G��✓1 !`+ 6f'� y
q i�,ry� I Address O'sq '�,� (
Assessor's Map/P4rcel: q ® I Engineer's Name � � 3 ,
NEW CONSIRUtON REPAIR j Telephone#
Land Use �" Slopes(C/o . a Surface Stones
Distances from: Open Water Body ft ,Possible WdArea' 7�jp ft ;Drinking Water Well�ft
prainage Way >l J 6� 'ft'• Propsrty Linc O
? ft . Other ft
SKETCH:($treet name,dimensiods of lot,exact locations of test holes&Pere tests;-locate wetlands in proxitnity to holes)
" LOT 79
Ex15t.leaching
(see note 1 O)
I s J � EX15T. I,000 GAL
5ErrIC TANK
' A y`Exsn / •
OWee NC ;;¢, /
<'
SENC^H MAPK
6J.96
PLAN
GALLEON
1N , . ,,
WAY . ,o
y��� I
�✓��
Parent material(geologic) 2 �/ "&S y I Depth t0 Bedrock
�
Depth to Groundwa(er: Standing Water in Hole: i Weeping from PI[Face
Estimated Seasonal Vigh Groundwater /✓��'
D TERMINATION FOR SEASONAL HIGH WATER TAtLE
Method Used: I In.
Depth db� rved standing in obs.hole: in. Depth td SON InOttles:
Depth toiweeping from side of obs.hole: + in, Oroundwntt r Adjustment
! A .f:►clor.�.�� Ad,drvundwater Level
,,,e
Index Well#____... Reading Date: Index Well levra - dl
PERCOLATION TEST . Date x1��
Observation - / I 'Tittle at 9" N
Hole#
Depth of Pere
S y�i Time at 6"
Start Pre-soak Time.@ IOU 3 j Time(V-0) --
End Pre-soak 1
Rate MinJlneh ! -
Site Suitability Assessment• Site Passed Site Failed,'-
Additional Testing Needed(Y/N)
Original:.Public k;e;ilth Division Observation Hole Data To Be Completed on Back—
***If percolalyi, testis to be conducted within 100, of wetland,:you must first notify the
Barnstable Conservation Division at least one (1) wedk prior to beginning.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel
7„ � 23 >✓
20 Aye-
'r _ (06 '' G� !tit-G aL4
med lSk„'W 2
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color ,Soil Other
Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel)
,1 , tl 4 lh to
Z l �
DEEP OBSERVATION BOLE LOG Hole# JA
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) ` (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil HodzQp Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
Consistency. ra I
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? V e S
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 6 (date)I have passed the soil evaluator examination approved by the
Department of Environmenta Protection and that the above analysis:was performed by me consistent with
the require in' g,expertise and experience described in 3:10 CMR.15.017.
Signature Date
Q:\,SEPTICIPERCFORM.DOC
TOWN OF BARNSTABLE
LOCATION 3 e'0116:�14 Gl/l4G� SEWAGE# 2D/2 —/7ly
VILLAGE �rff0�/S y ASSESSOR'S MAP&PA/RCEL/ Q
INSTALLER'S NAME&PHONE NO. SO$-z/20-9 : 8 ✓OSG�I� Qt ge�d'D�
SEPTIC TANK CAPACITY /QOO
LEACHING FACILITY:(type) 2 r(size)
NO.OF BEDROOMS 3
OWNER iyokT�r�
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 facility) Feet
FURNISHED BY r/ ��
� M I
0
•
"G'b�
G�,rS�!/Fold avl�
No. Fee U 0 '
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
application for 06po8al 6pstem Construction Permit
Application for a Permit to Construct(Repair Grade( ) Abandon( ) ❑Complete System Individual Components
Location Address or Lot No.3q/ !41 M O1v 4t/14/ 0Wer's Name,Address,and Tel.No.
Assessor's Map/Parcel ofg 4 D M' cM r
Insjaller's dame, dress,and Tel.No.fO8"4-20 -173 Designer.'s Name,Address,and Tel.No. f,09- 74,2— 2 927
vet!•O�OG,D�l�f4HtnOS �Yl/%f/�' f� !�!?S rAle-
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq;ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 33o gpd Design flow provided 3?0 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank )c /oa d cr e� Type of S.A.S.
Description of Soil
Nature of Re airs or Alterations(Answer when applicable) H
L,
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.
Sign Date
Application Approved by 12 Date
Application Disapproved by Date
for the following reasons
Permit No. �.G/ a / l Date Issued
- - - ----------------------------------------------------------------------------------------------------------------------
,.r f..
No. � I �" ,j;��'",�r_: Fee / 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftpfication for ]Disposal *pstrm tons trurtion Permit
Application for a Permit to Construct(4-)""'Repair(e��pgrade( ) Abandon( ) ❑Complete System "Individual Components
Location Address or Lot No. 9&�1 F a O ner's ame Ad ress,and Tel.No.
Assessor's Map/Parcel 0? M' AA
Installer's Nape,A dress and Tel No.sU `y2a-q Designer's,Tlame,Address,and Tel.No. 2172V
. /L1 rStraaS ��5 =t ,5�� 4vl��
Type of Building:
Dwelling No.of Bedrooms .3 Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3SO gpd Design flow provided U gpd
Plan Date Number of sheets Revision Date
Title,
Size of Septic Tank 6 4 c' . f Type of S.A.S. _
Description of Soil
Nature of Repairs or Alterations(Answer wheg applicable) � �"lt� /(f 1. ct/ 15 aX
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.
Sign d f � '' Date
Application Approved by t Date —I — -2-
Application Disapproved by Date
for the following reasons
Permit No.
-;t 1 -7(o Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO /CERTIFY,that the On-site Sewage Disposal system Constructed('gr—) Repaired(�")^ Upgraded( )
Abandoned` )b/y ✓QJ e ✓� �-e 614f°Y"% S
been 9 n constructed in accordance a�
with the pr visions of Title 5 and jhe for Disposal System Construction Permit No. 2a ��7 6 dated �� 1
Installer �o���� ye Designer
#bedrooms / Approved des'.g ow gpd
The issuance of this permit stall n t be construed as a guarantee that the system ill functio a 8 'gned.
Date iy"%/L�k ! Inspector
----- o------ ----------------------------------------------------------------------------------------------
No. = - -
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS `s
Disposal 6pstetn Construction hermit
1
Permission is hereby granted to Construct(G)" Repair( /-- Upgrade( ) Abandon( )
System located at � (�"� f G(�4
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 completed within three years of the date of this permit. _�;
Date - J Approved by
;1
Town of Barnstable
'ME Regulatory Services
Thomas F. Geiler,Director
\ MAX � Public health Division
Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-362-464=4 Fax: 508-790-6304
Installer & Designer Certification Form
x
Date: Sewage Permit# 2L Assessor's Map\Parcel V
Designer:�w' �t�` \ Installer: '/OS e- ' 4 V r rl-
Address: L D address:
On (a (� aA1AA-&4_)was issued a permit to install a
'(da(e) (installer)
septic system at Y) 169+'I U,-60 14 WM based on a design drawn. by
D (address)
r• _ dated
(designer
I certify that the septic system referenced above was installed substantially according to
the demo-n. which may include minor approved changes such as lateral relocation 01,fh.
distribution box andj'or septic tank. V
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.
OF_ ,ygs�9cy
DAI2 N an
(I staller's Signature) ��
'�fG/S1E�0
SANITAW\��
?PLEASE
Design.er's Signature) (Affix Designer's Stamp Here)
RETURN TO BA INSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF
CONIPL1ANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNST.ABLE PUBLIC HEALTH DIVISION THANK YOU
Q: Health/Septic/Designer Certification Form 3-26-04:'doc
L 0 U A ION SEWAGE E RMIT NO.
/ `7 � 1�G L e o ly yAy
VILLAGE 69�-op
o � Z-Z-s
INSTA LL R'S NAME i ADDRESS
o = D
Y
BUILDER OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
p 1 3 7 � EX p�N.�lo n►
3� _f
14 � c� � �
opv �
W44
A-�
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...................OF. K.e.................................
Appliration for Dispaaal Works Tontitrurtion ratnit
Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal
System at:
...... . ................... ----—-- .........................................Location Address Lot0
N -
... .......................... ... �.41. . . .........
Address
.............s........................ ................. ........ ...........
Installer Address
Type of Building Size Lot... 531 ....Sq. feet
Dwelling—No. of Bedrooms...........................................Expansion Attic Garbage Grinder ( )
Other—Type of Building 4................. No. of persons.......6................. Showers Cafeteria ( )
Otherfixtures ......................................................................................................................................................
Design Flow.........._�5........................gallons per person per day. Total dai flow...........1200......................gallons.
Septic Tank—Liquid capacity./A0!,?..gaJlons Length---/-',P.. ... Width..--,i-........... Diameter1.__'_'_3..... Depth.- S.........
Disposal Trench—No..................... Width.....__......___._.. Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.._......_...._..... Depth below inlet.................... Total leaching area..................sq. f t.
Other Distribution box Dosing tank
Percolation Test Results Performed .................. Date ------------Test Pit No. 1.....A-:�!.....minutesperinch Depth of Test Pit---Z?........... Depth to, n_� water.._._
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water___.._.............._...
..................... .... ..... --------------- -------------------
'I k - '" "'"............... ---------
---- --------
0 Description of Soil1'.L'1/'.'S"A'"e .........6,2042-4444. .... .........
At';:&.1W.......................................................................................................................................................................................
............................................................................................. ---------------..........................................................................................
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
.....................................................................I..................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TIT E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been i sued by the board qoKeal4h Sig e
.... ...............Signed_
. . .... ........
............. ........ ..... --------
Dt
Application Approved By....._.. .....................
... - - -- --- --------------------------- ----
--------------------- -- ------
--
Date
Application Disapproved for the following reasons:...............................................................................................................
........................................................................................................................................................................................................
Date
PermitNo......................................................... Issued.......................................................
Date
' r
Fxs............. ........._
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
f --- ------------------ �.Tf�-mac-f-'--..................................
l --
Appliratinn for Disposal Work.5 Tunitrnrtinn thrutit
Application is hereby made for a Permit to Construct ( )0 or Repair ( ) an Individual Sewage Disposal
System at: Q
..Y..:..J... �./ �i��1' ,�'i"_..o -----------------------••--••---
/� Location-Address �y r Lot Np f
rt?ut riQ.� C"ca r�rG.v
........................ = ff•-.f? 1qa��
0 eer� Address
t----------------•------------•-------- .`;e . ..--------...............................................................
Installer Address
UType of Building Size Lot__-'_3.-.`>�_`4r.....Sq. feet
Dwelling—No. of Bedrooms........._.............................Expansion Attic ( ) Garbage Grinder ( )
a` Other—T e of Buildin -
4 yp g ___________________ No. of persons....... ................... Showers ( ) — Cafeteria ( )
04 Other fixtures
wDesign Flow...........pS5..........................gallons per person per day. Total daily flow..._......334........................gallons.
WSeptic Tank—Liquid capacity/4�..gallons Length-_-e�4?_.4... Width_.:!4.......... Diameter!�.._.3...... Depth.:S.........
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
� Percolation Test Results Performed b ._ ��e ,J ����=�7�r� /
Y ' .. Dat --- ---------------------------------
Test
Pit No. 1-----Z_......minutes per inch Depth of Test Pit..Z ......._... Depth to ground water.__._®"_"%,o ..
rl� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
- � /
O i Description of Soil -.S�%_ _....----- ._..._ ., �.�
w
-----------' -------------------------------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
--------•------------------------------•--------------•------•---•------••-•••------........_._.....--•-•----------•--•-------------••--•---------•---------•-•-•-•---•--------------...----•-••••......
Agreement:
The undersigned,agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITIs:. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been i sued by the board ealth.
Signed.... :-1- .......�' cl � � �f
................_
Application Approved By........... ---.�.... : , .... '.
Date
Application Disapproved for the following reasons-------------------------------------------------------••---------....-----------•---------------------•••......-
..-------•--...-•••----•-•--------•••------•'•----------------•----•-.._...---...------..............................--Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
%:uJ........................... >i���iJ-�
y Qlrr#if iratr of Tontplinnre
THIS IS TO C#R �IFY 'That kle Individual Sewage Disposal System constructed ( ) or Repaired ( )
� In der'
has been installed in'accordance with'the pro isions of TI 'Lh: 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No--- /CON�STAS
ted................................................
THE ISSU C OF THIS CERTIFICATE SHALL NOT B A GUARANTEE THAT THE
SYSTEM WI IL FU CTIOId SATISFACTORY.
DATE...••-�j //• �..............•-••-•-• Inspecto .
l
THE COMMONWEALTH 'OF MASSACHUSETTS
_ BOARD OF,\\HEALTH
No. '; �°�. FEE...` .` .:........
Disposal Wor unatrinn antic
Permission is hereby granted. s. !!........�.."..-l✓ '✓ /'... ..............................................................................
to Constr et ( (/) or Repair ( ) an Individual Sewage Disposal System l
at No...!G ........... 1�....�' f1<�, i!.✓ j`/� �=�f% 5
---------•-------------•-----------_-_-._-------------- ------
as as shown on the application for Disposal Works Construction Permit No..................... Dated..........................................
y e...<.....=.—..e� �.�_?'3!...Lr!'._-__.____•...............................................
Boar(:of Health
DATE......................Z. r lteidt�---••••-• ..............
FORM 1255 HOBBS & WARREN. INC.. PUBLIii'tERS
i
• LEGEND MARSTONS MILLS
LOCUS-39 GALLEON WAY
PROPOSED CONTOUR
® PROPOSED SPOT GRADE (A
71
EXISTING CONTOUR ROl1T $
3^ ft + 96.52 EXISTING SPOT GRADE D
W— EXISTING WATER SERVICE Z
TEST PIT
Is, cO�NT o
q yR
a ,S2 s O
LOT 19
AREA = 23548 sf +—
15 ft
LOCUS MAP
Exist. Leaching LOCUS INFORMATION
(see note 10)
TITLE REF: LCP 92897
--------------`--------____ PARCEL ID: 098/040
63
_
--��o�, oti EXIST. 1 ,000 GAL
63- 5EPTIC TANK ��� SEPTIC SYSTEM
H 0 0 dpb
7 OsA�q REPAIR PLAN
F F�� LOCATED AT:
39 GALLEON WAY
rn �,
� o
N Q'
(op �eES) �^ ' M A R S TO N S MILLS, MA
_ vQ PREPARED FOR
` EkiSTI - '62 NOSEWORTHY
wL L/ G
62 E� OF MAY 31, 2012
64 F �E/v /
\ 3oN , BENCH MARK
\ n PAINT SPOT ON OF A/
` i o BULKHEAD CORNER
` i ° ELEVATION = 63.96 !� �yG
BARNSTABLE GIS DATUM DARK J+
c M
a o. 1140
z _
�- SgNIT
3
AR\P� 1 ?/
�(
EDGE'
OF' PA V PLAN
E\
SCALE: 1 in = 20 ft
GALLEON \` Z° 20 °° MEYER & SONS, INC.
WAY dl° z° P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
I
SHEET 1 OF 2 J#1404
ELEV. TOP
FOUNDATION NOTE: METAL RINGS AND COVERS TO GRADE OVER ALL COMPONENTS
(Existing) FINISHED GRADE (62.8)
64.73 F.G.EL• 63.0 F.G.EL: 62.75 F.G. EL: 62.8
MAINTAIN 25� MIN SLOPE OVER LEACHING AREA
� A
4-S . �`. 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
• . STONE OR FILTER FABRIC
:. „ DOUBLE WASHED STONE
a 6„ w 4 SCH 40 PVC
CKW
t0"1 ®EME3 0 ®a®a
14 g @ S= 1% (MIN. aamm®a®am®a
' TEE'S ARE TO BE INV.6O.50 ) T ®®®®®®®®®®®
:Y 00
4' SCH 40 PVC 2 EFF. DEPTH ®®®®10®®®®®®
INV.60.91
INV.60.33 4' 2 X 8.5' 4'
GAS PROPOSED DB-3
EXISTING OUTLET BAFFLE EFFECTIVE LENGTH = 25'
. • DISTRIBUTION BOX
INV. 61 .16 INV. ELEV.= 59.85
EXISTING 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ��P��� OF M9ss9�y BREAKOUT
OUTLET TEE AS MANUFACTURED BY �, p R TOP CONC. ELEV.= 60.85 ELEV.= 60.85
TUF-TITE, ZABEL, OR EQUAL R
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING .o. 1140 INV. ELEV.= 59.85 ®®� mama
PIPE INVERTS PRIOR TO CONSTRUCTION 0 aaaamaa
2) D-BOX SHALL BE SET LEVEL AND TRUE TO ®®mama®
mama®®®
GRADE ON A MECHANICALL COMPACTED SIX NITAR��'� BOTTOM EL.= 57.85
INCH CRUSHED STONE BASE, AS SPECIFIED IN l Y 3.75' 5 FT. 3.75'
310 CMR 15.221(2)
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 6.00 FT. EFFECTIVE WIDTH = 12 55'
WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE
DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOIL ABSORPTION SYSTEM SECTION
4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 51 .8
GAS- BAFFLE AS REQUIRED (500 GALLON. LEACH CHAMBER)
DESIGN CRITERIA
GENERAL NOTES: SOIL LOGS
P#: 13635 NUMBER OF BEDROOMS: 3 BEDROOOM
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: MAY 10, 2012
2. ALL WORK AND MATERIALS SHALL, CONFORM TO THE REQUIREMENTS DESIGN PERCOLATION RATE: <2 MIN/IN
OF THE STATE ENVIRONMENTAL CODE. TITLE v, AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
LOCAL RULES AND REGULATIONS. WITNESS: DONALD DESMARAIS, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR GARBAGE GRINDER: NO (not designed for garbage grinder)
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK
Elev. TP-1 Depth Elev. TP-1 Depth
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 62.90 A 0" 62.85 A 0" (330) = 445.94 S.F.
ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND LOAMY LEACHING AREA REQUIRED:
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 62.32 1OYR 3/2 7" 62 27 1OYR 3/2 7" .74
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF B B '
MY
I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND LOA SANo USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1pYR 6/8 1oYR 6/8 STONE ON SIDES & 3.75' STONE ON SIDES: 25' L x 12.5' W . x 2'D
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 61.23 C SANDY LOAM 20" 61.18 C SANDY LOAM 20" BOTTOM AREA: 25 x 12.5= 312.5 SF.
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED t OYRNDY LOAM
10YR 6/4
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 59.90rC2 36" 59.85 C2 36" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ED-COARSE " MED-COARSE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC O EL 58.25SAND SAND TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
CONSTRUCTION. 57.402.5Y 6/6 66„ 57.35 2.5Y 6/666"
10. EXISTING LE4CHING TO BE PUMPED, CRUSHED ANO REMOVED PER TITLE 5. c C3 DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 SPECIFICATIONS. MEDIUM SAND { MEDIUM SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 2.5Y 6/4 l 2.5Y 6/4
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 51.90 132" 151.85 132" 39 GALLEON WAY, MARSTONS MILLS, MA
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. (Cl' HORIZON) Prepared for: Noseworth
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED
15. ALL PIPING To BE 4' SCH 40 O 1/8-/FT (UNLESS SPECIFIED) I MEYERSONS,INC.
Engineering,
Surveying by: SCALE DRAWN
• I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 B'oo Tech Mir. N.T.S. DMM
to conduct soil evaluations and that the above analysis his been performed me consistent with the PO BOX981
by (508) 364-0894 DATE CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I�have passed the Soil Eval. Exam in October, 1999, - EAST SANDWICH,A24 02537
508-362--2922 05/31/12 DMM 2 of 2
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