HomeMy WebLinkAbout0064 WATERS EDGE - Health �-- WATERS EDGE' h q MARSTONS MILLS
A=62-41
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T TOWN OF BARNSTABLE
LOCATION a/#Z?_�aS FD 61 SEWAGE# 20
J VILLAGE � :f�PArr�I� ASSESSOR'S MAP&PARCEL 062 -4�/J
INSTALLER'S NAME&PHONE NO. ,,SD S' 5120-97Jr2✓aS
SEPTI.0 TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO.OF,:BEDROOMS
OWNER 6l !!9/� �.S'k f¢•S
PERMIT DATE: 8-20^ /S 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 ..rLt2/Z-�/��
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS EnteredincOputer: J ,
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
applitation for Disposal *pstpm Construction permit
Application for a Permit to Construct(Repair(grade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No.(o`/GUi4rCf" C,o6/% Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel o(e2—O
Ins;t ller's Name,Address,and Tel.No.,f0Z—y2d—973 S Designer's Name,Address,and Tel.No.
✓os eI04 D-c (Aw',-a 5 �rY�y ,se Hs r fic
*,w'Iy-e w"irohS /W,/� S� glivrcl
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 6—sq.ft.' Garbage Grinder,(W
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 S.A.S. a
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) He oe
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.
Si 9 Date
Application Approved by Date
Application Disapproved by X7 Date
for the following reasons
r
Permit No. Date Issued
Yr:
No. - ( i Fee f��
THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: 1
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Disposal 6pstem Construction permit
Application for a Permit to Construct Repair(G)-`Gpgrade( ) Abandon( ) ❑Complete System ❑Individual Component
Location Address or Lot No. Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 0(>1- O
+Installer's Name,Address,and Tel.No.sOZ- y20-?73� Designer's Name,Address,and Tel.No.
Jos e/-9ti l,� g,4,--v 5 fir yi_`�' S �'��a s' <"14
Type of Building: f"
Dwelling No.of Bedrooms j �t� Lot Size sq.ft. Garbage Grinder.(W Y
Other Type of Building' i? r�; 'N of Persons Showers( ) Cafeteria( )
Other Fixtures
r VL, •.' f
Design Flow(min.required) gpd Design flow proveide/d`' gpd.
1 1 e 1 ;{
Plan Date Number of sheets fiRevst n D to!/ /� t
Title r s
Size of Septic Tank Type of S.A.S.
p
Descri tion of Soil
Nature of Repairs or Alterations(Answer when applicable) 7�S Tom!/ `Gd/�//r�,cv /��f✓r S
t/ P
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 b this Board of Health. "
Si ger ��Ll 9 Date
00,
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. t r Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
�
r'
Certificate of Compliance
THIS IS TO CERTIFY,that the/On-site Sewage Disposal system Constructed Repaired( Upgraded( )
Abandoned( )by �OS//J� 2�1
at 1, y G!/, T i=�% /_-U(1/= has been const cted i acc ce
with the provisions of Title 5//and the for Disposal System Construction Permit No. L e\A
Installer /o,` ��L���r�'U> Designer
i
#bedrooms Approved design flow i Ar gpd
The issuance of this permi shall of be construed as a guarantee that the system 'III .ono sign d.
Date j / a ��� Inspector
------------------- ---- --—---------------------------------------------------------------------------------- ---
N P9 Feed
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
t
Disposal 6pStrIn Construction Vermit
Permission is hereby granted to Construct(i_ Repair(,!_)- Upgrade( ) Abandon( )
System located at Z/ 61,1,wT/=f /=06/_
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:Constructio the co leted-within three years the date of this permit.
Date Approved by_ MA &
'l
MAR/28/2013/MCN :0: 10 AM FAX No. P. 001
Town of Barnstable
Regulatory Services
HAR.YgI'A 1 Richard V. ScaIi, Interim Director
KAM�
Public Health Division
Thomas McKean,Director
200 Main Sfteet,Hyannis,MA 02601
Office: 508-862-4644 Fax: 509-790-6304
Installer&Designer Certification Form
Date: 1't� Sewace Permit# 2B5�_Assessor's MaplParcel L 0+I
Designer. !+' &W 6" I n L.• Installer: �Q�' Li �y /3�19 5
Address: 20 &K 9YI Address; , ico/
was issued a permit to install a
(date) (installer)
septic system at 10 4- W tZ5 EP based on a design drawn by
(address)
,�,r s jri(.• dated
(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 felocation 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 construct a with the terms
of the 11A approval letters(if applicable)
OU
(Histaller's Signature 1�
a )
�I
esigner's Signature) (Affix
(A Desigtie p He )
PLEASE RETURNTO B STABLE PUBLIC HEALTH DIVISION, CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTYL 13OTII TAUS FORM AND AS-
EMT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
TI ANK YOU.
Q:1SeptictDmigr,er Certification Form Rev 8-14-13Ac
LOT +39
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i 0
,06
LOT 40
I C,
AREA=44,015S.F.f
CD-
BENChfARK.
C.B./DI.51C-102.20
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10"
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g9
30 15
.11TILITIE�S" O, i
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S.B.
Account Number 11087
SERvzCE
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4 F C '13 REALTY TRiJST L _T ##'4:Q
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BIZINTK USKAS, PAUL A �►
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Fi4 WATEKS' EDGE RD
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Town of B. nstable P#
Department of Regulatory Services
erAetZ,
Public Health Division Date
MAIM
<639 tee$ 200 Main Street,Hyannis MA 02601
�lFD FAA'I w i•
Date Scheduled L Time_ _� Fee Pd.
$oil Suitability Assess M"ent,for Sewgge Disposal
Performed By: �G^. V Witnessed By:
-
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LOCATION & GENERAL INFORMATION
Location Address . 0,- W f,-F �S � Owner's Name �+Z( �4-,1��
A.
1--i--S t ( Address )7 k*e .
Assessor's Map/P4Ccel: 1/6 I Engineer's Name Qip
NEW CONM'MU�2ON REPAIR '\ Telephone# J�.
_ _ r {� I �^
Land Use �� , Slopes(3'0) v Surface Stones
g`
20 0 eft DrinkingWater Well �2 0 ft
Distances from: Open Water Body ft Possible Wet•Area> L
i -
Drainage Way l���7 ft. Property Line _(_ft Other fir
SKETCH:(street name,dimensiods of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
Stx- "r 0 o q-,p
I F e_t k A.
I I .
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Parent material(geologic) Depth to Bedrock --
Depth to Groundwakec SJdingW2terin Hole: j Weeping from PI[Face
Estimated Seasonall-Iigh Groundwater, I'
DtTE TION FOR SEASONAL HIGH WATER T"LE
Method Used:
De th ob erved standing in obs.hole: __ ill, Depth td SqU mgtths:
P 0.
Depth toiweeping from side of obs.hole: in. aroundwntt r pdJuetment
i ! _ A .faetor..,..._�.. AdJ,Groundwater Level.—
Index Well#_ Reading Date: Index Well level -
PERCOLATION TEST Date '1•lt>Se
Observation I TWO lit 91,
Hole#
Time at 6"
Depth of Pere
......._--
q l z Time(911'6")
Start Pre-soak Time.@ L�
End Pre-soak
Rate MinJlnch G
Site Suitability Assessment: Site Passed _ Site Failed:_—
Additional Testing Needed(YIN)
Original:_Public lie`�ith Division Observation Hole Data To Be Completed on Back
***If percola#6n test is to be condrieted within 100' of wan
etld,you must first notify the _ S
Barnstable C40servation Division at least one (1)wetrk prior to beginning. kl V
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
.surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistenc %Gravel
at1- lC�t� � Lc� � �o��� �
1-40
'ek"'_A t' C_ MZ0 fmqo zsy 7
DEEVOBSERVATION HOLE LOG Hole# ?o
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel)
DEEP OBSERVATION HOLE LOG Hole# +�
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Muusell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
i t T
DEEP OBSERVATION HOLE LOG Hole# tA
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. ra I
t
Flood Insurance Rate Map:
Above 500 year flood boundary No' Yes _
Within 500 year boundary No /. Yes
Within 100 year flood boundary No—7 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? _ us ma
j
If not,what is the depth of naturally occurring per ioterial?
i
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environ ental rotection and that the above analysis was performed by me consistent with
the required tr t&v 4ertise apd experience described in:,10 CMR 15.017.
Signature
Date t
Q:\SEPTICIPERCFORM.DOC
�� �j� �► �Ap, i �j TOWN OF BARNSTABLE y 4
LOCATION fFf-�'�tI @ �a�er �Ac- P.z� SEWAGE # 9 C�
VMLAGE_h.Arm - thJ1IA ASSESSOR'S MAP & LOT O1s 2- 0 91
INSTALLER'S NAME&PHONE NO.SEPTIC TANK TANK CAPACITY 1500
LEACHING FACILITY: (type) X$ e9gu -tL*4wsAAA (size) a Z
NO.OF BEDROOMS
BUILDER OR OWNER F yA �� > -
PERMITDATE: e Ll - COMPLIANCE DATE: `/- CU.
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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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a5'• 3�( P`�.
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N ......... F.RB........ .....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration for Di!ipwial Murfir, Tomitrurtion runfit
Application is hereby made for a Permit to Corist,-uct (V or Repair an Individual Sewage Disposal
System at:
.......... -------------------�' ...........................4a............ .....L,'z
T Loo Address
or Lot No.
...................heLAQ
At '\J1 Address
ja --------------------*--------------------- C,A,
........... .... ....P_S;7A------ ------ .......
----------------
Address
Type of Building A Size Lot._44, 61.5......Sq. f t
U Dwelling _S V
— No. of Bedrooms_______
�-a__-__--_____
--------------------------------Expansion Attic Garbage Grinder ao
Other—Type of Building ... No. of persons---------------------------- Showers Cafeteria
Otherfixtures ---------------------- -------------------_----------------
Design Flow-_------------A-i-Q.-.'r-2 ..........gallons per person per day. Total daily flaw-.-__---
0------------- ...................Olons I
1:4 Septic Tank—Liquid capaci yj5Kkallons Length k' ---- Width-----M—L Diameter..._.Op----- Depth..
WA-LO
—No. .....��)�....... Width. Total Length-.-__.-__---__------ Total leaching rea...................sq. f t.
Disposal Trench ... ...... Diameter----- --- re
Seepare—Pit No........ Depth below inlet.AI:3........ Total leaching area....4U,....sq. ft.
Other Distribution box Dosing t nk ( )
Percolation Test Results 3 1
Performed by------------ Date........04-��........
Test Pit No. I--------2,.---minutes per inch Depth of Test Pit------I------------- Depth to ground water---ncn4ff--------
0 P
Test Pit No. 2................minutes per inch Depth of Test Pit--.---- ....... Depth to ground water ----0A
-------------------------------
0 " !:) I C w-'---0(2:---
Description of Soil...u -3,_ ......... .......8.................t
..........................
U . .... ..... ..
. ... . ...................................................................................................
-_----------------------------0........ ......................................
Z I . ......... .....
ature of Repairs or Alterations—Answer Te applicabl -J
U __ e.- --------------------------------------- ....................................................
.........................................................................................................................................................................................................
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 un lersigned further agrees not to place the
rs'sued IA?:e�og rd
system in operation until a Certificate of Compliance has been s A�arhealth.
Signed ..............
...............
------- ---- ---------- - -Application,Approved By ------ 7Mb—--------------------------------------------------- .........3
----------
Application.Disapproved for the following reasons: -----------_----.......................................................................................................................
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------
Date
Permit No. ......... ---------- Issued .....
--------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
��
I ertifirate of fomplianCE
THUS IDS Q CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
1/!J l-(-c�r�----- Lk� ./r----- .------------------- ---------------- ---- --- ------------------------.............................................. {by -
---------------
has been installed in accordance with the provisions cif'TITI.E 5 of T e State Environmental Code as desGr' O in
the application for Disposal Works Construction Permit No. ..._. .... ... .. dated _-.._ ���.... ...� .......
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
6-111//-
DATE...........................l' - ----:` ...1 .._..-
------------------ Inspector ----------- ...:.... -------------__----- -- ------------..._-----------
F...-....- --
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
GG��ff,�.,, TOWN OF BARNSTABLE
Permission`is�hereby granted-----=----- !------- ------ ----- ........... s
to Construct ( `) or epair ( ) an Individua�eyt age Disposal System
at No. _ �` ----0-°- -----------��-''
Street /' J
as shown on the application for Disposal Works Construction Permit o _�612 'Dated_____ �4.� ----......._._....
----------------------•..... .... .......--------------------------/-----------.....-----
DATE. i L k.......................... Board of Health
FORM 36508 HOBBS&WARREN.INC..PUBLISHERS
e07 ZX
_ N0Q414
No...._.... --....... - _ _ -/ Fmc....... 1.. ...
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration fur Diinpwiul Wurkii Tomitrnrtiun rumit
Application is hereby made for a Permit to Construct (V�or Repair ( .) an Individual Sewage Disposal
System at: fi _-_-----------t..........40.............(A
Lo P 9l1-:\ddress y or Lot No.
�s� -�1 T'a -dress------•------------------------ •----•--
_Address �j............•.. . .. ( .......... -• g j! (�, 1\ ti �cf �f 11th7Et� tom.
ns ller- t Address
d Type of Building52�{� ���i 0 15
� Size Lot----______. Sq. feet
., Dwelling— No. of Bedrooms._U________________ _ ____.__-Expansion Attic ( Garbage Grinder ( Q O
'�_____________ No. of ersons____-_.._.__________.__-_,� Showers ( ) — Cafeteria ( )
Other—Type of Building ________ p '
dOther fixtures -------•-•---------- ---------•••............•••--...............................
Design Flow................�_��_ .........gallons per person per day. Total dail fl w
W a� 4% --------�---- gallons.
;W Septic Tank—Liquid capacity_-__-__..-gallons Length_lQ_ __. Width__-__
-O �2_'�Diameter..... Pre,
Depth____ ±.-lJ_.1xDisposal Trench—No. ____Q � .__.. Width___________________ Total Length_____.____.___ Total leachinga_.-__... ____._____sq. ft.
q
cep�ge Pit Nod_._..._....._. .-. Diameter..__- .�__._-__ Depth below inlet-_&_l3�_... Total leaching area:_-. _._sq. ft.
Z Other Distribution box ( ) Do ing t nk ( )
'-' Percolation Test Results Performed by....... a evo tS-c.-.(?XLa1XX.�E ' _... Date...._...04:Zo-Cvs _:._..
a
Test Pit No. 1._...._.�...minutes per inch Depth of Test Pit------I ........ Depth to ground water__-ri6p.e........_..
(.� Test Pit No. 2................minutes per Inch Depth of Test Pit-------).Z1 Depth to ground Ovate c(�
a - ------------- ----- ------s
P ,0 -• � .t a ,S f ..D
x Description of Soil- ��t.. ....__.J!__�..._ t ! 1 ------ 3 -� ---- ---1_0�9.-=T-...4,0 t• . `�°`0'�0 t't�
W1------ ---- Y / !-- --...----
ou�-wica-,t------ 4 Of
o��_fl
U ature of Repairs or Alterations—Answer hen applicable............._..._-_-_..'--_____-_..____-_ ....................................................
Agreement: Ir ' "
The undersigned agrees to\installl the:aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the'State_Environmental Code—The un ersigned`further agrees not to place the
system in operation until a Certificate of Compliance has been;sue e oard, if_health. /
Signed .............. ----------------
-�•-- i , �----- - Dac
Application.Approved By ................ •,_ . �.....,. ------ -- ..... ... •--------------------------------------------------- `-._ � 7�
,e ......
Dace
Application Disapproved for the following reasons: ........................... .............-- -.. ................................................... ' I
....................---------------*-------------*-------- ------------...------..------ -----:c.-------------------------...._.......----------I--*",**---------------.....----- ................-------------.........
'Dace
Permit No. ....... -..-----1...,. --- ... Issued ...........
Dace
iU!1'LiC;ATiU11 1-UR PERCCULI TION TEST AND 0136LRVATiON 1'iTLi /
LOCATION Z.v 10 1,11a NO,. /
VILLAGE DATE
APPLICANT 1��� O FEE
ADDRESS TELEPHONE NO. �33- - CtNon-refundable
ENGINEER TELEPHONE NO. 0W -00�'
DATE SCHEDULED S
g,, Appl cant s signatu e
A9Sfl�SO �S•D1��•� Lb NO= e • • • • e • . • • eee • • • • • e • • . e • • • • • • • • • • • • • • • • • • • ee • ee • • • • • • • e • e •
SOIL LOG
SUB-DIVISION NAME/� DATE 4- 2-o— qJ- TIME la"*6O
EXPANSION AREA: YES NO ^ 0, e, L.�-N<OCR,5-C AoL-LL ENGINEER
TOWN WATERZPRIVATE WELL ED fpear,� BOARD OF HEALTH
C-��r�iP. ��1Prf� 1a�tl EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and
percolation tests, locate wetlands in proximity to test holes)
NOTES:
2 L.pT 40 �,S hoc rF
IVY W k 1'5_ - e.A,r1
S r e, ^(1 c� �n7 e hands ;n t- Qe
L. 0- �CD
I
2
� N
CgS
E:flG�z
PERCOLATION RATE: e.55 Agt) 2 m,n 1n
TEST HOLE NO: ELEVATION: TEST HOLE NO: `Z ELEVATION:
2 �o�., i
SUS SOIL
3 Lo Nv\ at`A 6vv\_b 3
4 . 4 4
5 4_7
6 C OKSE 6 Ca �,s� anc� mec
9 1�� 91 1n►t�h rqu2�
10 L 1'Ave 10
11 11
12 12
13 13
14 14 nn
15 �(� ���'�� 15 d I�� ��
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD:�S- LEACHING PITS
LEACHING TRENCHES
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY BY P . E. AND RETUPNEp TO BOARD OF HEALTH
COPY: RETAINED BY APPLICANT
UP
R/ Recessed Lights \R
Balustrade Rail 5 stepCE
\
I
! I LAUNDR
Pergo Select or Equal Flooring '-1 x 11 -
r throughout the Family room,
Closets and Laundry T;
Recessed Lights \ �l
Box Post Box Post
\\ I 4 wooden Adjustable Shelves
FEMILY
I I R`)OM Recessed Lights / CLOSET
.7,_8.,x T_8"
FJ
-
_ 4 wooden Adjustable Shelves •
i
Recessed Lights
`� I i •; � it
lK RE
CLOSET
I I I T-8"x 7'-8"
j h-t
I � �
I \
! LIVING AREA
UTILITY rC
1436 Sq ft ROOM
UNFINISHED
I 15-5"x 14'-0"
I
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\ PLAN REF. 349159
RES. ZONE.• "RF"
LOT 39 ,-' ASSESSORS MAP 62, LOT 41.
275 96 '' TOWN WATER AVAILABLE
103 _
-' rn
r S20`0
6,36
� LOT 40
I C'' AREA=44,015S.F�
/
d1► � \\ \\ tip �� � �� �' /' / � / �'
OF �1
OFS, � � JOHN �cy�
�AlJl bG o LANDERS-CAULE
l�
CIVILNo.35101
ti
wo. 32096ao Armor �F TERM
�6 ISTER�
(AM0\ \ \\ C.B./DIS(C=102.,20 �s HOLLY i /, �DIbA( lA�®
I in
-(f \`\ \ �� yV� DRIB_ / q.9 ow 16
I II i \RES 6"f
ILLY ro-2
0 '; ,;. PROJECT LOCH TION.•
�, /� I � m / 4-- � 8 /� � LOT 40,,b \ � i � � � , ' WATERS EDGE
ro' HOLLN I b' I // ,' 1(�.�� BARNSTABLE, MA
APPLICANT
FEINEERG FA MIL Y TRUST
�p YANKEE SUR VEY CONSUL TANTS
P.0. BOX 265
UNIT 5, 403 INDUSTRY ROAD
GRAPHIC SCALE MARSTONS MILLS, MA. 02648
PH.(508)428-0055 - FA X(508)420-5553
30 15 30 60 120
1 LITILITIE9 ' , ;0 SCALE. 1"=30' [DA TE.• 514195
0
50. ( T-N FEET FIFL-V.• REV.
oMANHOLE 1 inch = 30 f t.
s B. JOB NO. 50721 ]jl
SHEET 1 OF 2
a�__- -- -_------------- --- 1(J2.5 PROPOSED
--
TOP OF FOUNDATION t
20' MIN.
10' min MI SCK 40 PVC PIPE
CONCRETE COVERS MIN. PI7L^H 1/B" PER MOT
rvaries with loca tlon 101.5�
101.5 0"" LAYER OF
� ��-� CONCRETE COVERS
, varies 99-103. O.f
4"" CAST IRON I' min. i i / / , / WASHED STONE
OR SCHEDULE 40
s 4" SCHEDULE 40 P. V.C.
P. V.C. PIPE
S=0.05, D=8.6' DIST. 3.5TiO,
' BOX CLEAN SAND
S=0.02, D=25' FLOW LINE S=0. 05, D=9.9'
's INVERT 1MIN. 1910" '
EL.=99. 00 _ INVERT � 2'� o ,000000 ° ° °
LEVEL °
INVERT EL.=98.25 INVERT °° ° o 0 0 0 0 4
EL.=98.50 .2
INVERT EL = 97.1 400 0 ° ° o° 00 ° 0 0 0 c000
1 INVER ° ° 0 0 0 0 ° c o ° 0 0
rn�
�� `� EL.=_97.82 EL.= 97. 65 ,(P ,S4, PTIC TANK �v S7 314"-1 112" 12 x32
WASHED STONE THREE FLO W DIFFUSERS , 5. 7'
4' STONE ON ALL SIDES
PROFILE OF
SEWAGE DISPOSAL SYSTEM - - - - - - - - - - - - - -
NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL=_90.5_
ALL ELEVATIONS ARE ASSIGNED
SOIL LOG
J LANDERS-CA ULEY, PE ��."-I" OF ��gsfq
WITNESSED BY: EDWARD BARRY �y
JONIV G
HEAL TH OFFICER og LANDERS-CAULEY
CIVIL y
PERCOLATION RATE, �2_ MINI INCH ,o No. 351
GENERAL NO TES P)3 8494 F s o�T
1. THIS PLAN IS FOR CONSTRUCTION OF A NEW SEWERAGE DISPOSAL SYSTEM. DATE 4/20�95 DATE 4/20�95
2. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 1
AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DA TA:
EL. = 101.5 EL. = 102 0
3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 3
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TOP & SUB TOP & SUB NUMBER OF BEDROOMS
4. ALL COVER TO SANITARY UNITS SHALL BE .BROUGHT TO WITHIN
12" OF FINISHED GRADE. SOIL SOIL
98.5 3 5, GARBAGE DISPOSAL NO
5 EXIS TyrG AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE 98. 0 3.5
SAME, UNLESS NOTED BY FINAL CONTOURS.
TOTAL ESTIMATED FLOW 330 GPD
6. ALL COMPONENTS OF ,THE SANITARY SYSTEM SHALL BE CAPABLE PERC. COARSE and COARSE and 110 _3_
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER AT 6'. MEDIUM SAND MEDIUM SAND ( -----GAL/BR./DA Y x _ _ BR.
OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING WITH GRA VEL WITH GRA VEL SEPTIC TANK CAPACITY _1500
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. --
UNLESS NOTED. LEACHING AREA REQUIREMENTS
17 ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE. 89.5 - 12' 90. 0 12' SIDEWALL AREA 88 _ GAL./S.F.
'18. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA 384 GAL.ISIF
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL) 349 GAL.
E AUTHORITY SUCH DETERMINATION FROM APPROPRIATY.
w NO WWA TER 0. 74*4 72sf=349 gpd
9. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. RESERVE LEACHING CAPACITY 349 - GAL.
JOB NO.: 50721 SHEET 2 OF 2.
{
85 �%�; MAR5TONS +MILLS
I � '
` � \ � BENCH MARK
I 813 * LEGEND o.
I
I 1 45'40' CORNER OF STEP
a I ; 82 84.81 PROPOSED CONTOUR
BARNSTABLE GIS DATUIN
PROPOSED SPOT GRADE
EXISTING CONTOUR
MYSTIC LAKE
` + + 96.52 EXISTING SPOT GRADE ? N�
} u W— EXISTING WATER SERVICEir
a)
TEST PIT p m
LOT 40
', m -�
' AREA = 44015 sf+—
It 1 1 PLAN BOOK 349 PAGE 59 .
ASSR MAP62 PCL 41 LOCUS:
64 WATERS EDGE
LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK 10630 PG 099
\ PARCEL ID: MAP 062 PAR. 041
I �
I
I ,
SEPTIC SYSTEM
I
EXISTING REPAIR PLAN
o 3 BEDROOM o LOCATED AT:
DWELLING
64 WATERS EDGE
z MARSTONS MILLS, MA
'B° PREPARED FOR
PAUL BIZINKAUSKAS
AUGUST 17, 2015
'1 OF I'As
'
! \ O { ���P � s9
' yG
--- ----s2 DAR EN
X�` 't S41jITAR��`� , j
8 3 3 ' MEYER & SONS INC.
1 �- 4' I P. O. Box 981
E. SANDWICH , MA 02537
�81 t9 U" PH. 508 360-3311
PLAN fax 774 413-9468
SCALE: 1 in = 30 ft meyerandsonstitle5®9mail.com
EDGE
°EDGE OF PAVEMENT C 2O 4O www.meyerandsons.com
W ATER J 6 ,° 2D
SHEET 1 OF 2 J 1491
1
1
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS '
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (83.3)
. �F.G.EL: 84.5 F.G.EL: 84.0 F.G. EL: 83.5
a MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
A
�, 2
F.G.EL: 82.58 " OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
. ..• . STONE OR FILTER FABRIC DOUBLE WASHED STONE
4" SCH 40 PVC
10"I 6 We
u O ®®®®
14 @ S= 1% (MIN.a' TEES ARE TO BE INV.SO.2O , ) ®®®®®®®®®4' SCH 40 PVC 2 EFF. DEPTH ®®®®®®®®®
INV.81 .25
I=
AF INV.80.0
1 4' 2 X 8.5' 4'
EXISTING OUTLET BAFFLE PROPOSED DB-3
:...-.'.. ..: . . . DISTRIBUTION BOX EFFECTIVE LENGTH = 25'
INV. 81 .50 (1-120) INV. ELEV.= 79.30
EXISTING 1 ,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���`� OF �gss9 BREAKOUT
OUTLET TEE AS MANUFACTURED BY �`� �y
TUF-TITE, ZABEL, OR EQUAL DA `'_', TOP CONC. ELEV.= 80.3 ELEV.= 80.30
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 114U �"� INV. ELEV.= 79.30 rE3
® ®®E@ ®®® .PIPE INVERTS PRIOR TO CONSTRUCTION 3 E3E3E32) D-BOX SHALL BE SET LEVEL AND TRUE TO 'pECISTE ®®®®®®GRADE ON A MECHANICALLY COMPACTED SIX sgNITAR�1` BOTTOM EL.= 77.30 ®®®®®®
INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. 3.75'
310 CMR 15.221(2)
3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK 17 5 SEPARATION 5.90 FT. EFFECTIVE WIDTH = 12.5'
WITH DAMAGED,
GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE
0 F I L E
DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOI A TION SYSTEM (SEC
4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 71 .40
GAS BAFFLE AS REQUIRED (500 GALLON H2O LEACH CHAMBER)
GENERAL NOTES: : 14767 DESIGN E IN FLOW**
i. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS p# NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: JULY 30, 2015 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN
LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO (not designed for garbage grinder)
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1.500 GAL. SEPTIC TANK
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Elev. TP-2 Depth
ENGINEER BEFORE CONSTRUCTION CONTINUES. 83.50 A 0" 83.40 A 0" (330) = 445.94 S.F.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LEACHING AREA REQUIRED:
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND LOAMY SAND •74
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1OYR 3/1 1OYR 3/1
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 82.67 B 10" 82.57 B 10" USE TWO (2) 500 GALLON (1-120) PRECAST LEACH CHAMBERS W/ 4'
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LOAMY SAND LOAMY SAND STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 10YR 6/6 IOYR 6/6 BOTTOM AREA: 25 x 12.5= 312.5 SF
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING 80.08 41" 79,90 42" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
CONSTRUCTION. PERC ® EL. 78.75 C C TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. MEDIUM SAND MEDIUM SAND
REMOVED ALL SPOILED SOILS AND REPLACE W/ CLEAN MED. SAND PER TITLE 5. 2.5Y 7/4 2.5Y 7/4 DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
11.
12. 48 HOUR
NSTIC BE FOR ENDI EE SEPTIC CERTIFICATION
PURPOSES ONLY PROPOSED SEPTIC SYSTEM UPGRADE PLAN
AND IS NOT To BE CONSIDERED A PROPERTY LINE SURVEY 71.50 144" 71.40 144" 64 WATERS EDGE, MARSTONS MILLS, MA
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. (-C- HORIZON) Prepared for: Bizinkauskas
15. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Engineering and Survey by: SCALE DRAWN
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am c MEYER&SONS,INC. N.T.S.'currently approved by MADEP pursuant to 310 CMR 15.017 DM M
to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October. 1999. EAST SANDWICH,MA 02537 DATE CHECKED SHEET NO.
5oa-3s22922 08/17/15 DMM 2 of 2