HomeMy WebLinkAbout0084 WAYLAND ROAD - Health '84_Wayland Road }
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�. TOWN OF BARNSTABLE
LOCATION ` SEWAGE#
VILLAGE A yGir)nl ASSESSOR'S MAP&PARCEL J 2 J 'l
INSTALLERS NAME&PHONE NOL.):�
SEPTIC TANK CAPACITY
I-LEACHING FACILITY:(type-5i;O C c� (%6ttw-.E✓N `:(size) Z iy X Z-S )t Z
1 � —�
'NO. OF BEDROOMS
OWNER
PERMIT DATE: 0 Z 0 7 0 � 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
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No: W> 4100.00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
t� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
U
\\ 01ppYication for �Dtgo!5a[ �§p,5tem Con,5truction Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 7 8—6 7 9 7
84 Wayland Rd, Hyannis Dan & Sue Karwoski
Assessor'sMap/Parcel 271 198 84 Wayland Rd, Hyannis
775-8776 364-0894
Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No.
Wm E Robinson Sr Septic Ko-Tech
PO Box 1089, Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder pD)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) �� 30 gpd Design flow provided 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) Install a new Title 5 leach
"system to plans of Eco-Tech, #ETE-2457 .
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 C de and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed cs Date
Application Approved by Atwju 20 Date
Application,Disapproved by: Date
for the following reasons
Permit No.
Date Issued
a-••..,.,:'��; :' -,..cd°-••r ---:"di �-c: .J �.,- r.*... � ti„g-.,a...�.f. ...:r -r•vtcs...t ��•.:
No. � � ? Feel 0 0.0 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
U
01pplicatiou for �Di5pogal i§p$tem (Construction Permit
\\�
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System El Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 7 8-6 7 9 7
84 Wayland Rd, Hyannis Dan & Sub Karwoski
Assessor'sMap/Parcel 271 /1 98 84 Wayland Rd, Hyannis
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4 `
Wm E Robinson Sr Septic Eco-Tech
PO Box 1089, Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder (n0)
ae.
Other Type of Building No.of Persons Showers( ) Cafeteria
Other Fixtures
Design Flow(min.required) 34 gpd Design flow provided 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) Install a new Title 5 leach
system to plans of Eco-Tech, #ETE-2457.
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
I /.,
Signed � �c> /� -� Date lb o
Application Approved Date 0tTj9eV7,9
Application Disapproved by: _ Date
' for the following reasons
Permit No. Date Issued
— —. -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Karwoski (Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( )
Abandoned( )by Wm E Robinson Sr Septic Service
at 84 Wayland Road, Hyannis has been co structed in clordance_ J/
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
(`
Installer C) N-5D'Y% Designer
#bedrooms pp g � 3 0 gpd
Approved design flow
The issuance of this permit shall not be constf'ued as a guarantee that the system will
il'll f function(as�dJes/igned.
Date / Q L t I' ! Inspector
r
_____
THE COMMONWEALTH OF MASSACHUSETTS
KaI'i*k HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
Digont *p5tem Cougtructiou permit
Permission is hereby granted to Construct ( ) Repair ( X ) Upgrade ( ) Abandon ( )
System located at 84 Wayland Road, Hyannis
and as described in the above Application for Disposal.System Construction Permit.The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Construct;on must be completed within three years of the date of this perm/t b
Date Approved by f ��
•+.ice-
Town of Barnstable
Regulatory Services
BARNSfABI.E,
Thomas F. Geiler, Director
MASS
39.
i679• Public Health Division
��
alF � Thomas McKean, Director
2UU Main Street,Hyannis,MA 02601
Unite: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: /0"-,�I—O o Sewage Permit# Assessor's MaplParcel 271 /1 98
Designer: Eco-Tech iii3itiiier Wm E Robinson Sr Septic
Address: 43 Triangle Circle Address: PO Box 1089
Sandwich Centerville
On Wm E Robinson Sr Sept4as issued a permit to install a
(date) (installer)
septic system at 84 Wayland Rd, Hyannis based on a design drawn by
( ��rncol
,add `.—
Eco-Tech dated 10-17-06
-�(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 Ei
distribution box and/or septic taiilc.
1 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
rurf�i A — 1--lf l, l
luo-V"fit vy u coi:gi.ic. to 1C0 111i u.w.
DAVID yGN
D.
( stal ignature) COUGHANOWR N
No. 1093
Q 01 O T ERGO �.
SgNITAR�PN
i (Designer's Signature) (Affix Designer's Stamp Here)
PLEASE, RETURN' TO BARiNSTABLE PUBLIC HEALTH DI -ISION ! ERTT-C frA T t rrr
COMPLIANCE WILL NOT BE ISSUED UNTIL .BOTH THIS FORI11 AND AS-BUILT CARD AID
RECEIVED BY THE BARiNSTABLE PUBLIC HEALTH DIVISIG . TTt-I.AINK YOU
U Elea{illl Se Uiic/Dosigner ertif'wpoinn Ffum i.7n_0u-,lor
Town of Barnstable P# f1
Department,of Regulatory Services Z^
Public Health Division _ Date A'`
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i6Jp �� µ 200 Main Street,Hyannis MA 02601
Date Scheduled Time��m Fee Pd.
' Soil Suitability Assessment for e wag
e Dis osal
{ Performed By: D�}U I p D �'D�G 'tl\�w'` witnessed By:
LOCATION& GENERAL INFORMATION
Location Address (24 �r Owner's Name L
.. .
�tYqugI S � Address c64L,,4yl ira4p R K�'elMllis
Assessor's Map/Parcel: Z?l f Engine,@r'silVa�e® /� JCS
�Jq C O vy�►�L
NEW CONSTRUCTION REPAIR Telephone# S O$ (o¢
Land Use t-C���Q� lu �a�✓�l Slopes(%) 6d Surface Stones �/n +
Distances from Open Water Body to Dt ft Possible Wet Area LO6 t ft Drinking Water Well A-�/f ft i
f Drainage way LOO f ft Property Line 10 f ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands n proximity to holes) }
Issss Fe r, €
N
® O GROUNDWATER ADJUSTMENT
1 ® rP-z
I TP-1
Z EXISTING GROUNDWATER LEVEL
BASED ON TOWN OF BARNSTABLE
GIS DEPARTMENT RECORDS.
1
INDICATED GW 26.00
1 IND EX WELL A1W-230
READING DATE SEPT. 2006
READING 23.4
ADJUSTMENT 3.9
ADJUSTED GW 31.9
he
Parent material(geologic) rD QGiG4 votLwa 5 Depth to Bedrock Ao
Depth to Groundwater. Standing Water in Hole: �a Weeping from Pit Face lion (f
Estimated Seasonal High Groundwater !�cae be ve
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: G Q- !=-jb17UP
Depth Observed standing in obs.hole: ____in, Depth to soil mottles: in,
Depth to weeping from side of obs.hole: ifl. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj,factor, 9a.�- Adj.Groundwater bevel„,e
PERCOLATION TEST Deter t6 O6 Thne— E
Observation
Hole# I Time at 4" `
Depth of Perc C-11 (7 Time at 6" O
Start Pre-soak Time @ ' `D� TSme(9"-6") .
End Pre-soak
Rate Min./lnch � �I
i
Site Suitability Assessment: Site Passed Site-Failed: Additional Testing Needed(YIN) _
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:\SEPTICIPERCFORM.DOC
- TEST PIT,
1 _ NO GROUNDWATER ENCOUNTERED 4
PARENT MATERIAL: PROGLACIAL OUTWASH
ELEVATION = 46.50 +- PERC AT 66 in 2 MIN/INCH IN C SOILS
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
i (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
46.50
0-12 FILL
12-14 0 SANDY LOAM 10 YR 3/2 NONE FRIABLE I
14-15 'E LOAMY SAND 10 YR 4/2 NONE FRIABLE
15-20 A - 'SANDY LOAM 10 YR 4/4 NONE FRIABLE
- 20-46 B ---- SANDY LOAM
42.6'� 10 YR 5/6 NONE FRIABLE
46-124 C MEDIUM SAND 10 YR 5/4 NONE LOOSE ,
36.17
t TES I �P I I 2 - NO' GROUNDWATER' ENCOUNTERED jF
+ PARENT MATERIAL: PROGLACIAL OUTWASH. i 6
ELEVATION = -46.05� +_' -2'-MIN/INCH IN C- SOILS- ti T
. t
DEPTH SOIL USDA SOIL SOIL COLOR SOIL _ OTHER. -
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
46.05
0-18 FILL
16-20 0 WOOD LOAM 10 YR 2/1 _ NONE FRIABLE i
20-21 E._ - LOAMY SAND__ 10 YR_4/1 -NONE FRIABLE
�21-27 A .SANDY rLOAM 10 YR 4/6 NONE FRIABLE
.1, r ACV-.
4 5 r, d
27-60 B SANDY LOAM 10 YR`5/6 NbNt FRIABLE " j
3.0 _
_ 60-120 C MEDIUM SAND 10 YR 6/4 ('NONE LOOSE
36.05 -
1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o s'
Flood Insurance Rate Man:
Above 500 year flood boundary No— Yes
Within 500 year bounda No AI Yes
Within 100 year flood boundary No V - Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of na l occurring perv' us material exist in all areas observed throughout the
area proposed for the ystem?
If not,what is the DAVID �� mng pervious material?
Certification
I certify that on o A N ave passed the soil evaluator examination approved by the
Department of En ntal P o nd that the above analysis was performed by me consistent with .
the required trainin h ience described in 310 CMR 15.017.
Ev �� �
Signature Date G� �7
Q:\SEPTIC%PERCFORM.DOC E
Ir
Z-C,14L
T10 SEWAGE PER MIT R0.
V LLAGE
�hdl i
" 1MS74LEER'S NAME ADDRESS
70 n
z, .����
d U I L 01 11 OR OWNER
• �� �e�AV
-
DATE PERMIT fISSUED
DATE COMPLIANCE ISSUED ��
T3 t9 C K
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3° 36
3
No...� ... ........ . 0 Fims........... ...............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
lo.wn..................0 F..........Ba:rris tabl e--.-----------...------.._.......-•---.------
�� Appliration for Di" aii al Works Tnnitrur#iun thrutit
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at: ----...-•-••.--•-- ...._............
Locat' n•Address or Lot No.
.......... Realty 765. FalmQutb..RoAd..._ xlnif1.................
Steve Lebel Owner Address
......-•
Installer Address
UType.of';Building Size Lot............................Sq. feet
a Dwelling—No. of Bedrooms..........3...............................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building r?41C11............ No. of persons............................ Showers (2) — Cafeteria ( )
dOther fixtures ------------------------------------------------------•--••--••--...•----••-•-•-........---••--•-•••••..............................................
W Design Flow............5.5..........................gallons per person per day. Total daily flow..........•_-330---__.._--••-_._..--•--gallons.
W Septic Tank—Liquid capacit;QOQ-__gallons Length8.__��_'...... Width 4 10''.. Diameter....:........... Depth-,,5_�_$.....
.
x Disposal Trench—No..................... Width...-----------------
Total Length.................... Total leaching area-----
...............sq. ft.
Seepage Pit No......:.............. Diameter...........------- Depth .below inlet...6.............. Total leaching area....266.....sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results� Perform minutes ped by....El Predge...Fngineering__........ Dgate..il--25-81._•--•-----_-.. e _
er inch
h to
Test Pit No. 2 �.l.AO..minutes per inch Depth of Test Prt_N '._._._.. Depth to ground water... a @21C0U21te
• -••-----•--------•--•-----••••••-•••--••-•••......_..-•--•-•.....--••---•......- cl
O Description of Soil.................Q_'...-_2...........Loam..&...taps-i 1--------- --------------------•--------------------------------------------------
x - 1-Q- me�iiu a--y.ellnw.sa.nd
U .................................................. • •
x 10' - 1Z--.....tt>e v�h�t�.._ean_d/tra-ced---o.f--- yel/na... ca.ter...at 12 •
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 iITI,% 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
p p y the board of health.
operation until a Certificate o Compliance neds been issued by the f� —l_G. . _.�.._.
`� %e� to
Application Approved `.-- _ ____il
Date
Application Disa r d f the following reasons-..................................------......---------•----------------------------------------------•------••-
-............................................................................................-...................................
Date
PermitNo......................................................... Issued_.......................................................
Date
No................ ........ ,, Fss....��+y ......._
k`
A;— THE COMMONWEALTH OF MASSACHUSETTS
.BOARD OF HEALTH
..............To.m................OF............BaTY sta-bl.e-------...------------..-----.--.---.-..-.--_
,����ir��t�an fur �i,��n��a� larks C�nn��rnr�tun r�nti�
Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal
System at:
..........IIO .. . .3-•..�. !":.r.... ::..:.:... C. � r ............. ........................uya�23=tlla. MA...........................................
Location•Address or t No.
...........Q4.PX -Q0.M...ReA%lty-...Tsrust.---------•------------- .......7-6.5:.Falmouth... ...............
Owner Address
a Steve...1 bel.....-••........................................................ -••••-•-•-••••-----•.......-•••------•••-••----..........•---......_...-----....................•-
Installer Address
Type of Building Size Lot............................Sq. feet
U
Dwelling—No. of Bedrooms............ ..............................Expansion Attic ( ) Garbage Grinder ( )
41 Other—Type of Building -Xamh........... No. of persons............................ Showers ( 2) — Cafeteria ( )
QI Other fixtures ............................
911 ----------
W Design Flow..............55...................:----gallons per person per day. Total daily flow...............3(;-.._-------..-----gallons.
WSeptic Tank—Liquid capacity1DQ11.gallons Length.$.16-".... Width..4.'S.Q-" Diameter---------------- Depth... '.$!!...
x Disposal Trench-No..................... Width.................... Total Length................... Total leaching area....................sq. ft.
Seepage Pit No.....1_------------- Diameter.....6!.......... Depth below inlet....(!........... Total leaching area......2."....sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by......Eldre4dge...Eng.lrM?4LxrJng.......... Date...l1-:_2-r81..............
Test Pit No. 1.C..2A.minutes per inch Depth of Test Pit.....12!....... Depth to ground water-none---QnEoun ter—
(i Test Pit No. 2---_N/A...minutes per inch Depth of Test Pit..N/A--------- Depth to ground water..... eQ
O -Description of Soil.................. .........1oai---&---taps-01-1.................................................................................
-•••••-----•------------•-••---•••-••-•--- 2-= ..:.---lA'......medium---yallow--sand---------------------------------------------------------------------
-----------------------------------------------1Q-=--------12--'.....--medt...whita_sand traaed--�o#'--g-ra,vel/no---waiter--at 12'
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'TTIE 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.
§Igned_. � ��2'b�� " r�.r z /! i ...... ---- ,...ate'
Application Approv
Date
Application D a ve. f or the following reasons:................................................................................................................
Date
PermitNo......................................................... Issued---.....--.......----------------.......................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.................Town............OF.............Barns°table........................................
Tntifgrtt#.r of Tompltanrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X) or Repaired ( )
by----------S-Uve-Lebe3:--•- ------------------------------------------------------------------------------------------------------•--•-•---••-------------.-------•---•---------
Installer
at....... I�t # =' f..1::.A :: . =t= .�,•--�? --------------- -----._.......---------------•--.....Hya2tr ls------ ---------_----•-••--------------
has been installed in accordance with the provisions of TI T IW 5 of The State Sanitary e a described in the
application for Disposal Works Construction Permit N�.�:`._�' �'r'�_..'............. dated;. ........................
THE THE ISSUAN E OF THIS CERTIFICATE SHALL NOT BE CONS AS A GUARANTEE THAT THE
SYSTEM WILL NC ON SATISFACTORY.
J
DATE..... Z ----•.....----•---..... Inspector-- --- ------------.............................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
1 ToWn......................O 3n.S.tabje...............................
Bz n.S.tabje...------------............... ram"
�To.........:!........... ..... OF... F .................. '
Bilivosal � ��an rnr Ilan anti
Permission is hereby granted............Steve---bebEl---- ---------------------------------------•---------------------..-.--------..---.------.........
to Construct (X ) or—Repair ( ) an Individual Sewage Disposal System
at No.......... 1
1
... f,
3]�4.. ..=---�-- .........•=•^•- --. - - ------------•- --"Street �i1 �1 ..
as shown on the ap.licatio for Disposal Works Construction Permit £ ...__ Da ,l ___ ...................
...................... .........:°.:!G�<_..-�-----•----•--••--•-•---•-•--•..........---....
........................................................ Board of Health
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
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END /,A OFAQ CERTIFIED PLOT PLAN
EXISTING SPOT ELEVATION OX0
r EXISTING CONTOUR ——— 0 --- N Lo S
. FINISHED SPOT ELEVATION ( ..L1ZA i✓AI'1,5
FINISHED CONTOUR 0 zae7ao H sN _
APPROVED BOARD OF HEALTHTASLA MASS
( DATE AGENT SCALE, � _ 30' DATES
ELDREDGE ENGINEERING Ca IN ��✓c-�
T . CtiLI� 1T I CERTIFY THAT THE PROPOSED
EGISTERE REGISTERED JOB NO. 8� BUILDING SHOWN ON THIS PLAN,
CIVIL LAND CONFORMS TO THE ZONING LAWS
DR.BY f4 �4-/''I ri
GINEERJ ,SURVEYOR OF BARNST LE , ASS.
712 MAIN STREET CH. By J 1I la 0ti
H YA N N I S, MASS. gNEET:.L OF 2-- DATE Ea: LAND SURVEYOR
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BENCH MARK
fi, EXISTING - - - - - - - 50 WAYLAND ROAD m
m TOP OF BULKHEADi MINIMAL GRADING PROPOSED ,� rn
00 ELEVATION 50.75 o
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LOCUS MAP
ow<3 N I — 52 NOT TO SCALE
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wz v3IW o 24Ftx12.5ftx2FL I \ V
1000GALLON
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J �r(LN60
�x ❑ _j W D-BOX ❑
Zmz 0 46 12.4 f f O Z Al I TEST PIT
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Lu W Wo v W \ O
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LL
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Ir Z ® e p� SEWAGE DISPOSAL SYSTEM PLAN
z � O 0 10 20 �� ��v -TO SERVE EXISTING DWELLING
O J
QQ z J � � EST. DANIEL AND SLISAN KARWOSKI
0o OJ 0 m < U_ D I S T/Q 1 N C E S OWNERS OF RECORD
co
o 0 X I— TD LEACHING GALLERY A oFM d 84 WAYLAND ROAD
~ m W ALL DISTANCES
T IN FEET AND DECIMAL
���ZN Assgo �yjH OF Mass �� 199T5m ,�� HYANNIS. MA
+ W moo`' DAVID yGN o�� DAVID q�yG ��®�I1Nu�� PROPERTY ADDRESS
COUGHANOWR u' 0 D N 43 TRIANGLE CIRCLE ASSESSORS MAP 2 1 PARCEL 19B
O LZ No. 1093 COUGHANOWR SANDWICH MA 02563 LAND COURT PLAN 36506-D
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2 G� EPS ��CEO oQ- DATE: OCTOBER 17. 2f�f�6
(n w A B 3ITAR\P � V A L V P JOB #E TE-245 PAGE I OF 2 VERSION:
L w 1 58.2 63.6 �l THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED
2 55.4 40.2 / SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM
3 6�.8 45.2 `- DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING
B /r�� d bar / O / PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER
(/ 6 (o SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
SOIL TEST LUG SOIL EVFfLUA-TOR: DAVIID D. COUGHANOWR. R.S. DESIGN CALCULATIONS 4
WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT.
TEST PIT 1 NO GROUNDWATER ENCOUNTERED DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
PARENT MATERIAL: PROGLACIAL OUTWASH SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS
ELEVATION = 46.50 +- PERC AT 68 in : 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL
CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 24 Ft X 12.5 f t x 2 F_ LEACHING GALLERY CAN LEACH
46.50 Abut. = ( 24 x 12.5 ) = 300 sf
0-12 FILL A s d w = ( 24 + 24 + 12.5 + 12.5 1 x 2 = 146 sf
Atot. = 446 sF
12-14 O SANDY LOAM 10 YR 3/2 NONE FRIABLE Vt 0.74 x 446 = 330.04 GPD
14-15 E LOAMY SAND 10 YR 4/2 NONE FRIABLE USE A 24 Ft- x 12.5 Ft x 2 FL GALLERY. Vt = 330.04 GPD > 330 GPD REQUIRED
15-20 A SANDY LOAM 10 YR 4/4 NONE FRIABLE
20-46 B SANDY LOAM 10 YR 5/6 NONE FRIABLE
42.6� T TO
46-124 C MEDIUM SAND 10 YR 5/4 NONE LOOSE LEACHING GALLERY SCCALE
36.17 USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-10 LOADING)
TEST PIT 2 NO GROUNDWATER ENCOUNTERED CONSTRUCTION DETAIL 500 GALLON DRYWELL
PARENT MATERIAL: PROGLACIAL OUTWASH DIMENSIONS AND DETAIL
ELEVATION = 48.05 +- 2 MIN/INCH IN C SOILS DRYWELL UNIT
S T O N USE H-10 UNIT
INSTALL ONE INSPECTION
DEPTH SOIL IX
USDA SOIL SOIL COLOR SOIL OTHER RISER TO WITHIN GRADE
24.0 Ft7 INCHES IC FINAL GRADE
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING AND INDICATE LOCATION
m,� ON AS-BUILT PLAN
46.05
c�
0-18 FILL LqlEoll I mLo
�4 N 00
18-20 O WOOD LOAM 10 YR 2/1 NONE FRIABLE N " moo 000 sn3
m`` o0000000000o
20-21 E LOAMY SAND 10 YR 4/1 NONE FRIABLE s s El, e.s Ft e.5 F t s FL ����0000000 �00 i�
21-27 A SANDY LOAM 10 YR 4/6 NONE FRIABLE 24.0 Ft G�0
27-60 B SANDY LOAM 10 YR 5/6 NONE FRIABLE 102 lr,
43.05
60-120 C MEDIUM SAND 10 YR 6/4 NONE LOOSE
36.05 CROSS SECTION VIEW
NOTES 2 M314
PEASTONE 2 to PEASTONE
0
28 24 in
O EFFECTIVE 3/4 in TO 21) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGNVEL DEPTH 1-1/2 in GRAVEL in
2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/6 INCH PER FOOT MINIMUM.
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS 46 in 58 in 46 in
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15)
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 150 in
BEFORE EXCAVATING FOR SYSTEM.
5) EXISTING LEACH PIT. TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE
Zl LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN
B) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF :L>`OW-FLOW FIXTURES GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK
_ ti'•: EXISTING GROUNDWATER LEVEL
9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING:JDO NOT BASED ON TOWN OF BARNSTABLE -TO SERVE EXISTING DWELLING
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.
GIS DEPARTMENT RECORDS.
10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING,WORK. INDICATED GW 28.00 DANIEL AND SUSAN KARWOSKI
>. INDEX WELL AIW-230 84 WAYLAND ROAD HYANNIS. MA
11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE` TO GRADE'.EON�A LEVEL ZONE D
-STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND, ON �T`O,WHICH READING DATE SEPT. 2006 EEO-TECH ENVIRONMENTAL
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE-UNEVEN SETTLING READING 23.4
12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND, CHECKED ADJUSTMENT 3.9
FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. ADJUSTED GW 31.9 43 TRIANGLE CIRCLE SANDWICH MA 02563
ETE-24571 OCTOBER 17, 2006 1212