HomeMy WebLinkAbout0045 SCHOONER DRIVE - Health 7�j
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Schooner Drive
uit 009 - 011-003 '
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TOWN OF BARNSTABLE
LOCATION -(J \�t��-'°'^er DrtUe SEWAGE# 43
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. Q D v�S
SEPTIC TANK CAPACITY .50D G a I loin
LEACHING FACILITY: (type) (size) 3 SaD 6o'1
NO. OF BEDROOMS
OWNER P6.V I1
PERMIT DATE: I COMPLIANCE DATE: �Q
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
0
*- -0
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— zz. s 7 '
No. O �J / Fee �®
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION =`TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for,misposaf ,pBtem Construction Vrrmit
t
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.11S :5C 0ej e,- Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel �' �� �5 %L)l 1
Installer's Name,Address,and Tel.No. c- ® Rd Designer's Name,Address,and el.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) '� gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of .A.S.
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 not to place the system in operation until a Certificate of
Compliance has been issued by this Board o
Sign Date
Application Approved by Datea b
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. l-7—3 Fee lte '
THE COMMONWEALTH OF MASSACHUSETTS, Entered in computer:
Yes
PUBLIC HEALTH DIVISION1'"TOVIIN OF BARNSTABLE, MASSACHUSETTS
2pplication for WO.Hgaf`*pStem Construction Permit
Application fora Permit,to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. / Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel '^ � .w �1064440IA4at m a
Installer's Name,Address,and Tel.No.YJ�Gha Rd Designer's Name,Address,and Al.No.
R(7It's E y e4 iamW4 1 AC Msha?,e MG G/er 'q 'Tein S E7, NJ t.e.►t C 1
Type of Building:
Dwelling No.of Bedrooms G1 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria
Other Fixtures "
Design Flow(min.required) "7 7 gpd Design flow provided 4W,/ gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
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 o Health"y� /.�j
Signed ,. `..,. a Date /0_,4�r".,/ e0
Application Approved by Date 1"6A h
Application Disapproved by Date "
for the following reasons
Permit No. a J-7" , Date Issued
u. - - ----- - - -THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( )a Repaired( ) Upgraded( )
Abandoned( )by RA d< F,k 6a a e44 °61 A
has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.�/7dated / 14112
Installer �/! < t'�itj& %4G _�hf_ Designer tQ •cQ �
#bedrooms J Approved design&1w^y / V gpd
The issuance of this permit shall note be c 6 nstrued yas a guarantee that the system wtll function as desi!ed/,,.-
Date _, Inspector
- - - -. - ' - _ - - - 4 - -
-- -. _ _ . . . . . ai . r_. -----------------------------
----------------
No. - ------- --
tI�-�, l,,/► Fee A0
THE COMMONWEALTH OF MASSACHUSETTS r
r
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction. V ffmit
Permission is hereby granted to Construct( ) Repair(r Upgrade( ) Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit
Date 1016 /e� Approved by
�r
f
r:
Town ofBarnstable
Regulatory Services' k
.. Ru and V.:Scali,`Interim:"Director
• s�bt,r e
Public Health Division
" ec ►'`° Thomas,Me,Kean,Direct
160 Main Street,Hy anms;:MA.Ox601,
Office: 308-862=4644 " FaY �0$.=790-63g4
Installer&Designer Certif cation F4m
Date:, i-7 sewage:Permit# Assessor's MaplParceli t
Designer; t 11.0 Installer: o, �nn�� a 1'i,V)
(2 1
Address:; Address: Kct
r
On.A2`V-/7 %yaV ' was issued a.perriuf to installea
(date) (installer) •../T
septic system at G 2 `based on.a design drawn by
(address) ,
atei 1
(designer)
a I certify that the se c system,referenced above was installed substantial'y according jo
the design, .which may include minor approved changes such•as lateral relocation of the
distribution box and/or septic tank. Step out (if required) was inspected and.the soils
were found satjgfactor Ax
`1'cerlify that the septic system ieferenced.above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any cotiiponeW:
of the.:septic system)but in accordance.With State'&Local Regulations.,: Plan�revision;or
certified -buil(by designer to follow:: Strip out(ir'equired) was inspected,and;the"soils
were:found satisfactorv::
I certify that,the,,system referenced above was construct e with the terms
of the l\A approval etters(;if appIicab,le) ;
E
esigner's Signature) (Affix Designer amp Here)
PLEASE ;RETURN TO BARNST E PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL `BOTH THIS FORM' AND`AS
BUILT CARD ARE RECEIVED•BYTHE BARNSTABLE PUBLIC-HEALTH-DIVISION:
THANKYOU.
QaSept clDesi rier Certificatton.Forin Rev:8714 13.doe
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'� 40,®(000
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Town of Barnstable P#_ 5 9
Departinent of Regulate Services tl�
$ aw+NerAefx 1 Regulatory,
Public Health Division Date
MAae r k+
�d1D 200 Main Stroet,Hyannis MA 02601
3�Date Scheduled • Ti'tna �• - Fee
' w�+
oil Suitability Assessment for Sewa a Disposal
Performed-By 4VW Q Witnessed B, S ��
LOCATION&.GENERAL W,'ORMAml/
Location AddraseOwaer'.Name
4°- Address -e
Assessor's Map/Parcel:• /�' � l �S'o�.S
w'7" - Bnglnoer'e Namo ��C�/'�
NEW CONTMUCITON REPAIR
Land Use r Slopes(%)JV 16 ' Surfhco Stone.
Dletances from: 0 on Water Bod 0
P Y_ _tt Posalblc Wet Are g DrinkingWaterwolll_ .MLR
Dmlhage Way '�-� ft Property Une __ 7 h ft Other ft .
SIiETCHC(stmai name,dimensions of.lot,exact locations of test holes&peto tests,locate wetlands in proximity to holes),
1 l
4
Parent material(geologic)
, ��• - Doptti tp Bedrock
Depth to Groundwater. Sia ng Water In Halo: 1A Weeping*om Pit Fno.
Estimated Seasonal High GroundwaterRE 9
,
Method used: I RATION FOR SEASQNAL-HIGH WATER TABLE,,-
Do lh Obso standing In obs.hole: lu, Depth to loll mottleet
Do th to weeping from side of obs.hole: In, Groundwater Adjustment ft,
Index Well - Reading Daro; Index Wall l.vcl.; Adj i>iotbrAdj.aroun9waton:L6 Vol
,,,_
PERCOLATION TEST Date Time,
Observation I —:
Hole 0 Tlme at 9" f Y
Depth of Pero �✓"1'1—-----L}s`1 - Timo at 6"
Start Pro-soak Time @ Z( t
Time(911•611)
End Pro-soak
Rate MIn./Inoh
Site Suitability Assessment: Sltd Passed_ Sitp Falled: Additional Testing Needed(YIN)
Original; Public Health Division Obeervation Bole Data.To Be Completed on Back------ '
***If percolation test Is to be conducted within 100' of wetland,you must first notify the
Barnstable Conseirvation Division at least one W week prior to beginning.
Q:ISEPTI0PERCFORM.D0C
TD199ROBSERVATION HOLE LOG Hole# �
Depth from Sall Horizon Soil Texture Sdil Color Sall. Other
Surfaco(in.) (USDA) (Munsell) Mottling (Stnucture,Stoned;Boulders.
Consistency,WGravel)
14 A-v 4 ;
Gi th 4 1 1 ,
DEEP OBSERVATION HOLE LOG Hole#
Depth from Sall Horizon Sail Texture Soil Color Soil Other
Surthce(in.) (USDA) (Munsoll) Mottling (Structure,Stones,Boulders.
7'3
DEEP OBSERVATION HOLE LOG H011 #
Depth from - I Horizon Soil Texture Soil Color Soil Other
Surface(In.) (USDA) (Munsoll) Mottling (Structure,Stonos,Boulders,
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Sall Color Soil Other
Surface(In.) (U4DA) (Munsell) Mottling (Structure,Slopes;Boulders.
Consistency, OmyjIl
Flood Insurance Rate Map
Above 500 �year ood boundary No Yes .
Y ,
Within 500 year boundary No v, Yes
Within L00 year flood boundary No. Yes
Death of Naturarim9ccurring Pervious Material
Does at least four fe®t of naturally occurring per to s tntiterial exist in all gross observed thrpughout the
area proposed for the soil absorption sylitem?
If not,what Is the depth of naturally occurring pe ous materlal?.._..,...,-.,.
Certl---,—fi- °°
' I certlt�►that on (date)I havepasaed the soil evaluator examination.approved by the
with .
sis was rfo ed b ma consistent
De a en f Envlroli ental Protection and that too above analy Y
P
e d x erlenco d cribed in 10 CMR 15.01 .
the r wired in g,o o Ns an p
Si eat Datlb
g
Q:\9BPTlWBRCPORM.DOC
®� TOWN OF BARNSTABLE Qp llaq
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LOCATION �1� ,ScAyaoo., . Priva SEWAGE #
VILLAGE C® i ASSESSOR'S MAP & LOT v
INSTALLER'S NAME PHONE NO. Jo 4� ;g /q4 Ar, s
SEPTIC TANK CAPACITY /5-00
LEACHING FACILITY:(type) 49 - 9a���c�s (size)
NO. OF BEDROOMS I �PRIV/ATE WELL OR PUBLIC WATER
BUILDER OR OWNER
DATE PERMIT ISSUED: /0 /y If
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No 11-411
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0
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TOWN OF BARNSTABLE
LOCATION 1 �-,re eckQw) LOO:W SEWAGE #Q010- O ;-6
VILLAGE � u 1 1 ASSESSOR'S MAP & LOT;'°A )°tQ
INSTALLER'S NAME&PHONE NO. '-1•J 0�('_cJ IICIW!AA 33- VM
SEPTIC TANK CAPACITY 1000Ca�l�ft�
P o
LEACHING FACILITY: (type) a' BOO Gcif bn (size) a3 X 13
li NO.OF BEDROOMS 3
BUILDER OR OWNER' C Sn 01N
7
PERMITDATE: 3- ' io COMPLIANCE DATE: " I�
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
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A
Li
3 S 3 '
y 6y 7 9 �1
2. 73 3
,2, s9
y. 70 "q
S 7q ' S
Lip
Fimz
THE COMMONWEALTH OF MASSACHUSETTS
_ BOAR® OF HEALTH
I.01W..1 ....---.....O F......��>z1E�S%6���------------------------------------
Appliratiou for %gvviial Workii Tnnitrnrtiun 11amit
Application is hereby made for a Permit to Construct ( A-l"or Repair ( ) an Individual Sewage Disposal
System at:
D2 ��vlT-" /,7- 3
��/-
.......... ............. = .............
Location Address or Lot No.
--.---.. cat».. `....ZL.c�n�ru O=-fox.. !....._..C.':a �T.... ...............
Owner Address
W a
Installer Address �J
Q Type of Building `` Size Lot__/` _!-±_c_._�q. et
U Dwelling—No. of Bedrooms...............`�``-__--_..___•-__•__--_-•-Expansion Attic ( ) Garbage Grinder ( )
'k Other—T e of Building No. of persons___________________________ Showers — Cafeteria
Q' Other fixtures -----•-••---•------------------- .
W Design Flow........................S__..._....._..gallons per person per day. Total daily flow.............................. ..gallons.
WSeptic Tank—Liquid capacity.JYkP...gallons Length.............•.. Widt�i./_�___.____.___. Diameter................ Depth................
x Disposal Trench—No. _._ ...:�_._....... WiX........ Total Length......�fl____.._. Total leaching area.......... .._. .sq. ft.
Seepage Pit No.------.. Diameter.. . Depth below inlet__.... Total leaching area...... sq. ft.
Z Other Distribution box ( osngtank ( ) ,,// // 4
Percolation Test Results Performed by----- .T ._7�_ 1!_Y. __!!'�c-.............. Date.......I Z :_3:. <
04 Test Pit No. 1....Z-------minutes per inch Depth of Test Pit.......LZ ----- Depth to ground water....... ...._..._..
Test Pit No. 2.._..._.7�----minutes per inch Depth of Test Pit_..____.�.Z_...... Depth to ground water-----_---_____________
a / /------------------ -------------------------------------•---•---•--....••-•--.....••........................................................
O Description of SoiLX.A.��h-.. ... tl�Sc?.� ...................•-••--------------------------------------------- •--------------•-
W ••-•--•-••••-----------------•---•......-•-••-••-•--------------•---••--•--• ............................
U Nature of Repairs or Alterations—Answer when applicable ___ ___ 5.__ = _----_-------_-----_-------------
-•----•-----...-•-----------------------------•--•••----•--•-----•----------•-------•-..............--------••------------------..._-----------------•-•-----•-•----....._-------•------.._.............
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by the board of h alth.
Signed .. .. ........ ..--
Date q
Application Approved -- ------- --- - --- --- - ---- -- - -- ---- ---.....�..---........------------..
Date
Application Disapproved for the following reasons- ---------------------------- --------------- --
........ ........................................... ............--------
--------------------------------------------
� �......... to
Permit No. `' ...................... Issued ..... -Z
............ ... .--.
�- Date
2
J.' ....."... Z:.
THE COMMONWEALTH OF MASSACHUSETTS
_ BOARD OF HEALTH
�
f_01.1)- 1.--......OF......... .+.' . J ?!r1 -
' Appliration for Disposal Works Tonstrnrtion Prrutit
Application is hereby made for a Permit to Construct ( 11 or Repair ( ) an Individual Sewage Disposal .
System at:
................__......--...................................................................... -••--•••-•--•••••.....•••••-••----••--••••----•-•-••-•-•--•-••----••••-••••-•••••............--•--
Location-Address or Lot No.
......................__.........................................••-........................•... ..........--......................................................................................
Owner Address
W
In staller Address / �
Type of Building Size Lot..•_•/:.........:...../_.. Sxr feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
pal Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
al Other fixtures .................................
W
Design Flow...........................r ..............gallons per person per day. Total daily flow................................. `•`..� •.gallons.
WSeptic Tank—Liquid*capacity..SS 1 .gallons Length-----------_--- Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No...........I--------,Diameter-------ZZ...... Depth below inlet.....6 ........... Total leaching area....5_?...sq. ft.
Z Other Distribution box ( ✓j Dosing tank ( ) 0 Date__________________ �_._.... ....__.
Percolation Test Results Performed by...... ` _Vfi__7t'_.._?'`-..'/I�_!"'.•-__bvr--_ _
Test Pit No. I-__- '-------minutes per inch Depth of Test Pit------1_ =.....• Depth to ground water------_=............
f= Test Pit No. 2........ ..._minutes per inch Depth of Test Pit-------!.Z________ Depth to ground water----- ..............
a ---. . -----•-------------------------------------------•-•-----•--...--•-•.........................................................
0 Description of Soil -__4>. h^-...-.... r�4. o .K.
U ... ....
W
-----------------------------------------------------------------------•--------------•----------------•---------...--------------------------------------------------------------------------------•-
V 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has be is ed by the board of health.
5i Signed ............ ��............. /� �l' 199
-- ..... -------- --- -- �. -- ------.Date
Application Approved ------ `; ;•r � _ t ..... »ate
Application Disapproved for the following reasons: --- -----------------------------------------f-..--------........------...............---...."-""-""""""----...........---....------
...... ............................................... ..... . ------ . --- .-----
----------------------------------------
Permit No. - ----------------- Issued ..... ��ar. ... '..... �"z/
----- .....--. .. Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
---------------------------------------------------------------------
%C.e rtifirate of C�ontyliance
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( )
by �.
f �+' Installer
at .................... ..... .----- =
has been installed in accordance with the provisions of TITL of The State Environmental Code as d scribed in
the application for Disposal Works Construction Permit No. "/' 1:-. f f.......�t....... dated '.:
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BlE`COIVSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE--------------------------------------------------------------------------- -- -- ............. Inspector .................. ------------------------------------------- ..........-------- --
THE COMMONWEALTH OF MASSACHUSETTS
.. BOARD OF HEALTH
No..../ .' !�l ��
Disposal Works ODnn#r inn Vprrmit
Permissionis hereby granted..............................................................................................................................................
to Construct (I/5 or Repair ( ) an Individual Sewage Disposal System
at No. (a'� L / ?/��1 rs3'._...—TS`l fi r/ L.....?7`,/J/7"_........�.!-..............................
.`--: sD-.t....-----------------•-•----•--.........
= l Street !cr' i
/ f
as shown on the application for Disposal Works Construction Permit Nb�_.� a ed.,__'� �__'"__r..-lr
••-•............................aw`....................
�+ Board of Health
DATE........ --�7-'---------------•-------------------------------
FORM -1255 HOBBS & WARREN. INC., PUBLISHERS
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' LEGEND
��� COTUIT
PROPOSED CONTOUR
6
�{ ® PROPOSED SPOT GRADE _-----
-- 98 -- EXISTING CONTOUR -
Y f / �e - -- -- ---- 5B
`v - o
+ 96.52 EXISTING SPOT GRADE C
W— EXISTING WATER SERVICE i O �F2 I _56 2a t
TEST PIT - t O
z 3
SCALE 1"=40' o
z
�^ / -----t—sa
vJ o ---- � LOCUS:
45 SCHOONER Z
-52 DRIVE
S
5a j 9� IN LOCUS MAP
5 % _ -LOCUS INFORMATION
_j~--- --- PLAN REF: 495/057
TITLE REF: 8953/213,
PARCEL ID: MAP 009 LOT 011-003
/ ExISTING FLOOD ZONE: "X:'
(, D. ELONG COMMUNITY PANEL: 25001CO538J DATED:07/16/14
-ro\ r OF FPa+ELP 4 '4 — SEPTIC . SYSTEM
,\ 48 - --_- 5° REPAIR PLAN '
O _ �.,
LOCATED AT:
46—
45 SCHOONER DRIVE
TP-2t' COTUiT, MA
PREPARED FOR. at.
aa'' ,
SW,MMN° PAUL DONNELLY
as �.
50--- = OCTOBER 5, 2017 ..
LOT 3 OF A
• � / AREA = 62788 sf+—
PLAN BOOK 495 PAGE 57 �G
G ASSR MAPS PGL,I-3 DARN ✓+
BENCH MARK
SLAB ELEV. O. 1 40
4 3.1 4 p,
BARNSTABLE GIS DATUM ICCISTE j
44NITAR�P�
cr
k' MEYER &." SONS,' INC.
i
P.O. BOX 981
� r _
i • EAST SANDWICH, MA-. 02537
PH: 508)360-3311 '
wLl % FAX: ((7Z4)413-9468
meyerandsonstitle5@gmoil.com
SHEET 1 OF 3 J#1855
LEGEND 1 0 COTUIT
PROPOSED 'CONTOUR C
tii ® PROPOSED SPOT GRADE / /� "52 •
—— 98 —— EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE j 28 t a
TEST PIT / ' RD a w
SCALE 1"=20'
LOCUS: (n
45 SCHOONER Z
DRIVE
5 4--
BENCH MARK 52__ ";" F9 LOCUS MAP.,
SLAB ELEV. -
43. 1 4 .. LOCUS INFORMATION
BARNSTABLE GIS DATUM PLAN REF: 495/057
/ TITLE REF: 8953/213
I PARCEL ID: MAP 009 LOT 011-003
SO % I FLOOD ZONE: ..X.. . . .
COMMUNITY PANEL: .25001C0538J DATED:07/16/14
-- ' ------ --- G— EXIS
wE� LING _ - 5Q SEPTIC SYSTEM
REPAIR PLAN
SLAB 4 + _ LOCATED. AT:
EL 43. 45 SCHOONER DRIVE
5 FT SOIL RE MO AL
' COTUIT, MA
50
PREPARED FOR
48
PA L D.ONN LY
f�- � ���. , � . � 1. ".
00 _ 0 �,A \ I OCTOBER 5. 2017
I
�0 46 _ _ _ ( o o EXIST` 1,000G
/ SEPTI/C TANK /
/ TP_2 s
43
I 0,
44
_T I_ /
. 44'
// INGROUND �� x S0ITW1� o ' l)
\ 46!' �i ,SWIMMING
48�' MEYER & 'SONS, INC.
� 50------ _ P.O. 80X 981
" r ---------- --- EAST SANDWICH, MA. 02537
L_O T 3 PH: (508)360-3311
AREA = 62788 sf+- FAX: (774)41.3-9468
v PLAN BOOK 495 PAGE 57 meyerandsonstitle50gmail.com
ASSR MAP 9 PCL 1 1.—3
� P
� SHEET 2 OF 3 J 1855
I
,
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH' GENERAL 'NOTES:
TOF SEPTIC TANK GRADE SHALL NOT BE < EL:80.0 FOR A DISTANCE
EL.=43.14t INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX I 15'. AROUND THE PERIMETER OF THE S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED S.A.S. 1• ALL CHANGES To THIS PLAN MUST BE APPROVED BY THE LOCAL
INSTALL RISER & COVER BOARD OF HEALTH AND THE DESIGN ENGINEER.
INSTALL LOCKING COVERS IF AT FINISH GRADE INSTALL A RISER OVER 'ONE.CHAMBER (MIIN) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
SET TO 6" OF GRADE AND SET TO 3" OF F.G.' OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
• F.G. EL.=43.0f , F.G. EL.=42.80t F.G. EL: 42.90t" LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
vENr - 310 CMR 15.405 (1) (B): ,
` F.G. EL: 43.0-46.0(MAX.)
1) A 2.25 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
9" MIN COVER/ ( TO BE 5:25-FT (MAX) BELOW GRADE VS REQ'D 3.FT. (H20/VENT.PROVIDED)
3.,THE SEWAGE DISPOSAL SYSTEM SHALL.NOT BE BACKFILLED PRIOR
036" MAX COVER L =.1( L = 1% (MIX) I; TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
® S=1% (MIN.) EL.=41,:63 ® S=1% (MIN.) ® S=1% (MIN:) DESIGN ENGINEER.
4"SCH40 PVC -•• 4"SCH40 PVC 4'SCH40 PVC 2" OF 3/8" DOUBLE WASHED '3/4" - 1-1/2"
/ STONE OR FILTER FABRIC 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING .
10. .- I DOUBLE WASHED STONE FROM THOSE SHOWN HEREON SHALL`BE REPORTED TO.THE DESIGN
14• a ENGINEER BEFORE CONSTRUCTION CONTINUES.
INV.=40.60
48" LIQUID INV.=40.35 ®®®®, ®®®® 5. ALL ELEVATIONS'BASED ON ASSUMED DATUM.
LEVEL. PROPOSED EWE3�11EBERERE311EOE31ERERIIEBEO
®®®®®®®®®® 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
GAS BAFFLE ®®®®®®®®E3 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
• D-BOX INV.=40.00 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
INV.=40.20
DB-5 7. DWELLING IS SERVICED BY MUNICIPAL WATER.
EXISTING' 1.000 GALLON SEPTIC TAN0) 3.2 ' I 3 X 8.5' 3.25' 8•ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
EXIST. SEWER OUTLET EFFECTIVE LENGTH = 32.0'• 9. IT SHALL BE THE RESPONSIBILITY OF THE.CONTRACTOR TO VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
INV. ELEV.= .39.75 10: EXISTING LEACHING,TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
NOTES: 1).'CONTRACTOR SHALL VERIFY ALL EXISTING 11• 48 HOUR NOTICE FOR ENGINEER CERTIFICATIONPIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
EL. 80.0 AND IS NOT TO' BE CONSIDERED A PROPERTY LINE SURVEY
2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 40.75 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
GRADE ON A MECHANICALLY.COMPACTED SIX INV. 'ELEV.= 39.75 E3E3 14. ALL PIPING.TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPEC. )
INCH CRUSHED STONE BASE, AS SPECIFIED IN ®®19 .
®®®®®Be 15. THE DESIGN OF THIS SYSTEM' DOES NOT ALLOW
• ,310 CMR 15.221(2) ®1EJ®00ale FOR THE USE OF A GARBAGE GRINDER.
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK BOTTOM EL.= 37.75 ®®®®le®®
WITH 1500 GALLON SEPTIC TANK IF °FAILED, 4' 5 FT: 4*: 16. NO WETLANDS WITHIN 100 FT. OF'PROPOSED LEACHING
DAMAGED, NOT.H2O LOADING, OR UNDERSIZED. EFFECTIVE WIDTH = 13' 17• REMOVE ALL UNSUITABLE SOILS.5 FEET AROUND LEACHING TO
4) .INSTALL`INLET & OUTLET TEES W/ SEPARATION 7.47 FT.. EL. 34.45•.OR TOP OF O LAYER AND REPLACE WITH CLEAN MEDIUM
GAS BAFFLE AS REQUIRED SOIL ABSORPTION SYSTEM (SECTION) SAND PER TITLE 5.
BOTTOM OF.TESTHOLE' EL: 30.28 (500 GALLON (H-20) LEACH .CHAMBER).
SEPTIC- SYSTEM PROFILE
N.T.S.;
'DESIGN, CRITERIA SOIL LOGS P#` .15490
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN -
DATE: SEPTEMBER 30, 2017
SOIL TEXTURAL. CLASS: CLASS 1 (0..74 GPD/SF) -
SOIL EVALUATOR: DARREN MEYER, CSE 1614
DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONALD .DESMARAIS, BARNS. HEALTH OF MAST
DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOWN 440 G.P.D.
Elev. TP- Deptn:. Elev. RR N M. <r
GARBAGE-GRINDER: NO (not designed for garbage grinder) TP-2 Deptt' ME
42.95 0,•. 43.50 0" v
SEPTIC TANK:. 440 gpd,,x 200% = 880 gpd . RE-USE EXIST. 1,000G,SEPTIC TANK FILL- FILL 0. 1
LEACHING AREA REQUIRED:, (440)/0.74 = 594.59 S.F. 38.45 54" 3s.o0 54" p,
LOAMY SAND l LOAMY SAND ECG/$TES"
10YR,3/2 IOYR 3/2
USE THREE (3) 500 GALLON H-20 PRECAST LEACH CHAMBERS 37.37 B 67f 38.34 B 62" SANIraR�P�
W/ 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' D LOAMY SAND -LOAMY SAND
10YR 6/8 1OYR'B/S
BOT 34.45 C 102" 36.92 C2 r79" Y
TOM ARE 32 x 13 416 SF A: - •
TEST
J. SIDE AREA: • (32 + 13) X 2 X 2 = 180 SF Map P®EL 53 .5 Map
TOTAL SQUARE FEET PROVIDED 59.6 vs. 594.59 REQ'D 2.5Y 7/3 2.5Y 7/3 PROPOSED SEPTIC- SYSTEM UPGRADE PLAN
DESIGN FLOW PROVIDED: 0.74(596 S.F..) 441 G.P.D. vs. 440 G.P.D. req'd 30.28 152" 32.50 132"
45 SCHOONER DRIVE, COTUIT, MA
PERC RATE <2 MWAN. (-Cl- HORIZON)
No GROUNDWATER OBSERVED Prepared for: Donnell
System Design and Topography Plan by: SCALE DRAWN DATE
MEYER.&SONS,INC. N.T.S. DMM 10/05/17
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX 981
to conduct soil evaluations and that the above analysis has been performed by me consistent with the EASTSANDW/CH,MA02537 REV DATE CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify.that I hove passed the Soil Evol. Exam in October, 1999. 508362-2922 A DMM 3 Of 3