HomeMy WebLinkAbout0227 ROUTE 149 - Health 227 ROUTE 149
Marston§ Mills - -
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A = 078 - 024 - 009
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TOWN OF BARNSTABLE
LOCATION ?;)I R4 c Iy Q SEWAGE# 0)LJ- 1$0
VILLAGE M. ASSESSOR'S MAP&PARCEL0N_—":q
INSTALLER'S NAME&PHONE NO. _Q Q EXCa✓a�-}io/�
SEPTIC TANK CAPACITY 1000 c�a
LEACHING FACILITY: (type) T00 qca) Cho MS (?- (size) J3 x 2 S x Z
NO, OF BEDROOMS 3
OWNER
PERMIT DATE: G- Z- f 14 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
A)- 2Z'� ,•
AZ^
Rcar aZ' Zo
$3, Z-)
G B C3" 28
O 3 0 Cy " 29
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No. � /�v Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ZippYicatiou for Bisposat 6pstem Construrtiou Permit
Application for a Permit to Construct( ) Repair( ) Up ade ) bandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Z Z-7 Z+e 1 O ner's Name,Address,and Tel.No.
Assessor'sMap/Parcel o ie. r 29onnit, Hayden 509 3q)_ 'f%6
Installer's ame,Address,and Tel.'No. Designer's Name,Address,and Tel.No.
t-1L(_0VaAjon 509-'fll- 0&�,3 o�69in-eertCl i Words 508 -4-1 -531
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) a- gpd Design flow provided 3 �j gpd
Plan Date ��j I %4 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
tt Description of Soil
a
,y
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 Boar ea
Si d Date �� '�
Application Approved by Date �l%6 LJ
Application Disapproved Date
for the following reasons
Permit No:201 L/ — /I Date Issued
---------------------------------------------------------------------------------------------------------------------------------------
0,
No. ' 1 l d O _ _ Fee
W"
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplicatlon for ]Disposal *pstrm Construction i3ermit
'P
Application for a Permit to Construct( ) Repair( ) Up9fade ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 2 Z, t I tok . O er's Name,Address,and Tel.No.
onn►t No clew 50A-36 C ,
Assessor's Map/Parcel
Iri tall 's ame,Address,and Tel.No. N Designer's Name,Address,and Tel.No. s
5Dg_ Lill_ 0& tin , n-ecjit Woks 509 4 `r7-53f
�3 9 �i
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
j jj�� u
Design Flow(min.required) ' .3 V gpd Design flow provided 3 Ll god
Plan Date S( ,o I 1 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)
i
{I
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 Boar ea th. / / /
S' d Date CO 2 Z',
Application Approved by Date I LZ l z /y
Application Disapproved y - Date
for the following reasons
Permit No.l9)19 1410 Date Issued 6
------------------------------- -------- ---------------------------------------------------- ------------------------------'
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by_ �'t' y �(tfl^1�T l l�U fl
at I 7 K,t>Dl t 14 9, /"1 n(5 t!)ns �_i sc�been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit NoZ. -6(+ /go dated Z l
Installer T6 h 6 1�-to Designer (1 l D
#bedrooms Approved desi w {� gpd
The issuance of this T/tall no/le c;nstrued as a guarantee that the system it fun,ti de§i"gn
U
/ / /
Date Inspector � f� !
"------------• ------------------------------------------- = -----------------------------
No. 1 I Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
-- ' - bisposal —6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( J) Upgrade( d, Abandon( )
System located at 1 12Q�l�- y t ✓� a(5 )nJ M I(I S
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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.
i
Provided
C truction must be completed within three years of the date of this permit.
Date 6 Z� ZO �`� Approved /
WORKS PAGE 01
Town of,Barnstable
Regulatory Services
Richard V.• �,��, , Scali, Interim Director
1e59. ,� Public Health Division
'Thomas McKean,Director
200 Main Street, Hyannis,MA 0260,
Office: 508-862-4644
Fax: 508-790-6304
Installer & DeSigrner Certification Form
Date: 4LOW Sewage permit# 2014!L r5 Assessor's MapiParcei 6`7 b7m—ooc)
�Pakr Mc.Ent
Designer: •
Installer; qC �
Address: l 2 w, se ld r/ Address:
c O Z I`{`!
On was issued a permit to install a
(date) (installer)
septic system at ilZ-7 rt<Aft, s�{ h M '
. (address)
�J based on a design drawn by
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 relocation of the
distribution box and/or septic tank, Strip out (if required) was inspected and the soils
i were found satisfactory,
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
certified as-built by designer to follow, Strip out (if required) was inspected and the soils
were found satisfactory,
I
I certify that the system referenced above was constructed in compli th the terms of
the RA approval letters (if applicable)
��SH OE I
(Instal 's Signature) r�rcr'Ivr
CIVIL y
ass
� M0,86100 O
(Designer s Signature) ,
ffix Assigner s
PLEASE TURN x0 BARNSTABLE PUBLIC HEALTH DIVISION, CERTH+'ICAT
OF COMFL7ANCE E
wZLL NO'T BE ISSUED UNTIL B47'H 'TMS FORM AND A,S-
BUILT CARD ARE RECEDED BY '!= B�RNSTABLE?UBLIC HEAL DIVISION.
THANK YOU. .. t '
Q:ISepdclDesigner Ceitificadon Form Rev 8-14-13,doe
AsBuilt Page-1 41
A�
�7 kf ILI � a�� o
TOWN OF BARNSTABLE
LOCATION Lp±� Lev e(!S Lnr, SEWAGE #
VILLAGE���� �q fltlI(c ASSESSOR'S MAP & LOT 0'It- /G
INSTALLER'S NAME & PHONE NO. X&Y A '-a iYa � i g_9 r q L
SEPTIC TANK CAPACITY T
C)OP �
- -
LEACHING FACILITY:(rype) e v I (size) /OiY,:�'
NO.OF BEDROOMS 3 PRIVATE WELL OR UBL1C.WATER
BUILDER OR OWNER �G S�eG+fFQ
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED,-
VARIANCE GRANTED: Yes No L/
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http://issgl2/intranet/propdata/prebuilt.aspx?mappar=078024009&seq=1 4/18/2014
DEEP OBSERVATION HOLE LOG Hole.#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mun-11) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
lA 51. t o yrz`t/z
Fl
ttz SL a 5/� t � L
`F2-t3 Z C Vl-t 5�,,,.�I 2:s`s6/�, tg `� n'r-, k
DEEP OBSERVATION HOLE LOG Hole;#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravell
6-3 st~ to tq 21 1
I&Y pZ26
�1--r3-2 C N►-05'.tv 4 z=sY '-/r.
III
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon' Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Sod Horizon Soil Texttre Soil Color Soil Other
Surface(in.) (USDA) (MU-11) Mottling (Structure,Stones,Boulders.
Consistenq_%Gravel)
Flood Insurance hate May; t�
Above 500 year flood boundary No_ Yes/=
Within 500 year boundary No()Z— Yes_
Within 100 year flood boundary No" Yes T_
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious aterial exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on L. 44r'(date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above anal sis was performed b me consistent with
eP Y P Y
the required tramm' , peruse and experience described in 310 CMR 15.01LL7. /
Signature Date
Q:ISEPTICIPERCFORM.DOC
Town of Barnstable P a
Department of Regulatory Services
Public Health Division Date
�V 200 Main Street,Hyannis MA 02601
6M
-V\CS CJ .CS v
Date Scheduled r) &( Time Fee Pd.
r Y r
Soil Suita/n4''lity
G Ass1essment for Sewage Disposal
Performed By: f` MC -e-e 5t5.*!13-4 3' WimessedBy: ) 1,j �S
LOCATION&GENERAL INFORMATION
Location Address 22"t jZd,�l e � /N q Owner's Name 00
i`Ila►r-5d Gn$ 11 5 Address C 6` �Otc t
AArS`evis Kt t1 s 6
Assessoe.Map/P.I: 6 7� —02-4 --OC)9, Engineer's Name ;Lei-M`67-% Qle-
NEW CONSTRUCTION REPAIR X/ Telephone# 5-0 e` 7 3 7—4?(i b'
Land Use l���. tl_l Slopes(%) l� Surface Stones . rVOn.t_
Distances from: Open Water%dy�ft Possible Wet Afirevaal 2� ft Drinking Water Well7f�e)It
Drainage Way ft Property L-73-0_eft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
Z
FrY ui4`,'„
C-21
59
Parent material(geologic) Depth to Bedrock Bedrock T
Depth to Groundwater: Standing Water in Hole: Nf'i i Weeping from Pit Face WA
Estimated Seasonal High Groundwater
DETERIVIINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in ohs*
hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well k Reading Date: Index Well level Adj.factor Adj.Groundwater Level_
PERCOLATION TEST Date Time
Observation
Hole# LZ OA t 16 p Tmie at 9"
Depth of Perc �]�tV, I J,1q?-'i-c at 6"
Start Pre-soak Time B \ t•�j1 Time ff-61
End Pre-soak (A Sa N(�/`1
L 2 50.�/ 41 e '� -set A--I
Rate Min./Inch
Site Suitability Assessment: Site Passed_� Site Failed Additional Testing Needed(Y/N)
Original:Pubhc 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:\SEPTIC\PERCFORM.DOC
/ II7���vJJJ
No................�.... Fims......� ..... ._
THE BOARD OF FHEALTH Ts Y--U2Y, 0"?
BARN TAB TOWN F O O BARNS TABLE .�
Appliration for Dhip al Works Totw4rurtiun Prrutit
Application is h771V/(
made for a Permit to Construct (-� or Repair ( ) an Individual Sewage Disposal
System at: 7
Iq
......... ----------- -------------------------- -- ---------------•----•-----•.---•------------..-..-------
Location-Address or Lot No.
......., or`!1�......... ..S.f/ :!Y -------•---•-------------- ..........--.....................................................................................
Owner Address
/.......
f N ....I Address
I v................•.......... ............ ....-----................................--
Q Type o Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms.._...... .. Expansion Attic We? Garbage Grinder (/7i0
04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
P4 Other fixtures ________________ ________________
W Design Flow................... ..............gallons per person per day. Total daily flow____-___-- .................gallons.
WSeptic Tank—Liquid capacity4APe.gallons Length.......6...... Width.....`....... Diameter________•._--•-- Depth•--.`�_...__.
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 by.......................................................................... Date........................................
14 Test Pit No. 1...G.2...minutes per inch Depth of Test Pit.....1. .'..__. Depth to ground water........................
44 Test Pit No. 2................minutes per inch Depth of.Test Pit................•... Depth to ground water........................
P4 -•---•••--••----------------••-••-•---•••••••-•--••-••••••..........--•••-•-----•--•--------..---•--.........................................................
Description of Soil..........0-..............2 d---.................X-.O -.1'� ..................................
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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Complianc*hase,nissued by the board of health.
Signed -.... -- - -------------- ^------------- ------------/ �-7
Application Approved BY ..... ............. ..... ....... .._-.
Application Disapproved for the following reaons
/.......
.................. -----q-.�
.....................................................................
ce
Permit No. .------ Issued -....�n .... -
Date
THE COMMONWEALTH OF MASSACHUSETTS- DO//
BOARD OF HEALTH -OZ�.
TOWN F OW O BARNSTABLE
Allp irFa#iun for Uiupu,s al Works Tumtrn.rtiun Frrmit
Application is hereb made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal
System at: 7 777/.
---------A4° E S-........ E.�..... ..... a T ............... .........
Location-Address or Lot No.
Owner Address
aa !- .------....r�?.1...T...0........................... ...........................................--.....................................................
Installer Address
� feet Type of Building Size Lot...........................S q.
V Dwelling—No. of Bedrooms.........3..............................Expansion Attic Wep Garbage Grinder (Ai0
04 Other—T e of Building No. of persons............................ Showers
a YP g ---•--•-•-----------------•• P ( ) — Cafeteria ( )
� Other fixtures --------------- ---•---•-----•-•••......------------.-•••----------••---••-••-•---------------•-•--••------•-•......----------......._0._..0....----
W Design Flow................... .5 ...............gallons per person per day. Total daily flow............3__3._e.................gallons.
WSeptic Tank—Liquid capacityl0Qo.gallons Length-------S..... Width-----`...... Diameter............:... Depth_..._.......
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 bY...............................-.......................................... Date........................................
aTest Pit No. 1___L_2...minutes per inch Depth of Test Pit-----J_2........ Depth to ground water........................
Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P1 --•--•---••------- ----------------•----------------------•••-•----------...............-•-•---•-----•--•••--•--•-----•---•------•----••......----•--------•
Description of Soil..........Q------` .-_o.................... •O.q_.ty--------�F....----$ v'S...,_2.1.4...---------------.............---
.19
W -�---•••• --_'e•.....vEC
UNature of Repairs or Alterations—Answer when applicable................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of 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 n issued by the board of health.
. �— — CI
Sit'
i ned ------.... ---- :< --- ------------ -------... ................... ti... .... ..---
Application Approved By ... ...... .... m....--.- --
----- _ .... ...................... .................__.-_--_ �/ e �-
Application Disapproved for the following reasons: .................................................................. . ..........................................................
.......................................... ........ . - `-- .....
--------------------------..
y-� �te
-------------------
PermitNo. ----- .................. ..... ............ Issued ......./ ../ Date .........................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certifirate of Tontylianre
THIS. -Q 6.E ITIFY T t e dividual Sewage Disposal System constructed ( ) or Repaired ( )
by------- �.1 �<// � l tl .
--------------------------------------------- -- ------------------------------------------...............................................................
Installer
at ............. ( T 1 ----------...........................................................I N €
has been installed in accordance with the provisions of TITLE 5 f/The Syaf,e, En. ' nmentaI Code as described in
the application for Disposal Works Construction Permit No. ............. ...-.../-�.... dated ................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B 2�WSTRU D 'AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE....-... --------- ....q.`_� Inspector ----------------- .....................................................
----------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
No.... ••------•._-.,. 5 FEE......................
iu uu u %$'�
�w amit
Permissiont hereb ranted-•-• --- --- -,Yg
to Constru t r epair ( ) Ln iv� al Sew g D'spasal S st
enn
---...�..l. � sr �0 � 5ated...,-,
at No... E-
as shown on the application for Disposal Works Construction Permit_NO.. -__-,----� .._.___!�-.� --I
.._ f ................-..........
.._
DATE_ �__ _ 192, Board of Health
___________________j_ _..... f----------..._._......-------------------
.
FORM 36508 HOBBS&WARREN.INC..PUBLISHERS
i a t
' LOT ,2
LOT 10 s�
C �a LOT 3
� e9s
LOT 9
LOT 6
•`a � N N
DING LINE
5ro
ACK
LOT 8
�19 O
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FLOOD ZONE _"C" FOUNDATION CERTIFICATION RES ZONE- "VB-A"
TO WN.•MARSTONS MILLS SCALE-1"= 60' PL.REF.- 486149 ELEV N�A
I CERTIFY THAT THE ABOVE
FOUNDATION IS LOCATED ON �iw OF'tijgss YANKEE SURVEY CONSULTANTS
THE GROUND AS SHOWN, AND oe�'� q�ti 143 ROUTE 149 P. 0. BOX 265
A. M IT'S POSITION — DOES ____ ��I" MARSTONS MILLS, MASS. 02648
��'
CONFORM TO THE ZONING LA W o N �MERITHE TEL. 428—0055
90� No. szoss oe FAX 420-5553
SETBACK REQUIREMENTS OF �, fcisrER`o ,�,
AR_NSTABLE �sio�gc Las�5°
k=PA
JOBUL A. MERITHEW DATE. 9�28 92 NUMBER 50093FN ,
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TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM
Mail To:
NAME OF BUSINESS: ��� `� € �` -' -"Board of Health
MAILING ADDRESS: 1,h1^4AVv Town of Barnstable
TELEPHONE NUMBER: 1W P.O. Box 534
CONTACT PERSON: Hyannis, MA 02601
Does your firm store any of the toxic or hazardous materials listed below, either for sale or for
your own use, in quantities tot (ling, at any time, more than 50 gallons liquid volume or 25 pounds dry
weight? YES NO
This form must be returned to the Board of Health regardless of a yes or no answer. Use the
enclosed envelope for your convenience.
If you answered YES above, please indicate if the materials are stored at a site other than your
mailing address: ,(/J
ADDRESS: /�s� /Y9 � I,2S / / C>�t.,
TELEPHONE:
r
LIST OF TOXIC AND HAZARDOUS MATERIALS
The Board of Health has determined that the following products exhibit toxic or hazardous
characteristics and must be registered when stored in quantities totalling more than 50 gallons liquid
volume or 25 pounds dry weight. Please put a check beside each product that you store:
Antifreeze (for gasoline or coolant systems) Drain cleaners
Automatic transmission fluid Toilet cleaners
Engine and radiator flushes Cesspool cleaners
Hydraulic fluid (including brake fluid) Disinfectants
Motor oils/waste oils Road Salt (Halite)
Gasoline, Jet fuel Refrigerants
Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides,
Other petroleum products: grease, lubricants rodenticides)
Degreasers for engines and metal Photochemicals (fixers and developers)
Degreasers for driveways & garages Printing ink
Battery acid (electrolyte) Wood preservatives (creosote)
Rustproofers Swimming pool chlorine
Car wash detergents Lye or caustic soda
Car waxes and polishes Jewelry cleaners
Asphalt & roofing tar Leather dyes
Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) (�
Paint & lacquer thinners PCB's 4e,00
Paint & varnish removers, deglossers Other chlorinated hydrocarbons,
Paint brush cleaners (inc. carbon tetrachloride)
Floor & furniture strippers Any other products with "Poison" labels
Metal polishes (including chloroform, formaldehyde,
Laundry soil & stain removers hydrochloric acid, other acids)
(including bleach) Other products not listed which you feel may
Spot removers & cleaning fluids be toxic or hazardous (please list):
(dry cleaners)
Other cleaning solvents
Bug and tar removers
Household cleansers, oven cleaners
White Copy-Health Department/ Canary Copy-Business
I
TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair
Q satisfactory 2.Printers
BOARD P HEAT 3.Auto Body Shops
,� O unsatisfactory- 4.Manufacturers
COMPANY (see"Orders") 5.Retail Stores
6.Fuel Suppliers
ADDRESS At 1 5' /V " &K' Glass: 7 7.Miscellaneous
QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors)
MAJOR MATERIALS Case lots Drums Above Tanks Undergi-ound
IN OUT IN OUT IN OUT #&gallons Age Test
Fuels:
Gasoline,Jet Fuel (A)
Diesel, Kerosene, #2(B)
Heavy Oils:
waste motor oil (C)
new motor oil (C)
transmission/hydraulic
Synthetic Organics:
degreasers
Miscellaneous:
DISPOSALIRECLAMATION REMARKS:
1. Sanitary Sewage 2. Water Supply
O Town Sewer *Public
to On-site OPrivate
3. Indoor Floor Drains YES NO
0 Holding tank:MDC
O Catch basin/Dry well
0 On-site system
4. Outdoor Surface drains:YES NO ORDERS:
0 Holding tank:MDC
O Catch basin/Dry well
0 On-site system
5.Waste Transporter
Name of Hauler Destination Waste Product
YES NO
1.
2.
Date
Person (s) Intervie ed Inspector
f
i%
22.34� �
`0 F�S 1vLOCUS 1k� N BENCHMARK SET i ) +117.01
m OUTSIDE COR./STEP x ;® 121.26 �9*48'29" W /EL.=122.44 (ASSUMED) 122.79
b ) 119.85 44.50'
/ l\
�Ol x 122,I8 0 LOT 9
F<<s ,x 121.41 ► OMB 078-024='009
PELF j x 34,228 ±SF
118.78
P� 123.50
122.96 0122.60 1 �o
pqa x 1 x 119.63
NST
12 .
x 1�1.05
0 1 t 1 -� +119.42 x 118.55 /
A W
LOCUS MAP x \ 121.02IRRIGA77ON 1 ?'.Ct\ /
NOT TO SCALE 3.49 -J 12 44 x r(°� Jam" \TP-2 3
I21.88�- OVA11 . 0
vo ^�
EXISTING LEACH PIT // DECK p 121.55 �? y�� TP-1 N
(PER RECORD AS-BUILT) 121.27
TO BE PUMPED, FILLED i ,i x 21.61 PATIO :,; 2
W/SAND & ABANDONED 12.13 e- B 2)
x 121.33
119.34
EXISTING SEPTIC TANK 121.11 .EXISTING I x
120.90 HOUSE(#227) GARAGE �
TOP OF TANK, EL.=120.47 tv 120.80 T.O.F.=122.94f
INV.(OUT)=119.14f r x
'j fence u9
121.15x 1
69 x 119.54 F 121.06 e
F ! x118.38 x1 .70 / . i
��-- 119.48 V
�� `.:ORIVEWAY•�::�:: •
i x 116.600 \ 119
x 116.80
17.80
AMP
115.71 1 8.21 G 4
x 116.94
118. lW
x 116.88 ��� SHED '`•• '
115.25
115.40 116.63" '`•'�' ,
/ x 115.12
_ 116.7 ,`N
x 116.43
i
x 114.79 �.
100.00, 11s.e
> _ N 34'03.58••_E
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to OF M
o PETER T.
z. MCENTEE
CIVIL
No. 35109
CISIV
N 31.18'50" E LEGEND
-98--EXISTING CONTOUR
97.62 98.03 98.42 98.76 x 100.98 EXISTING SPOT GRADE e
1N EXISTING WATER SERVICE
ROUTE 1 G EXISTING GAS SERVICE
TEST PIT
BENCHMARK
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
227 ROUTE 149, MARSTONS MILLS, MA
OWNR OF RECORD Prepared for: Bonnie Hayden, P.O. Box 818, Marstons Mills, MA 02648
FELLOWS, JOSEPH B Engineering by: SCALE DRAWN JOB. NO.
HAYDEN, BONNIE B Engineering Works, Inc. 1"=30' P.T.M. 152-14
P.O. BOX 818 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
MARSTONS MILLS, MA 02648 (508) 477-5313 5/20/14 P.T.M. 1 of 2
"a
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:117.0
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX
OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S.
SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND
T.O.F.=122.94t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT
F.G. EL.=121.6t F.G. EL.=121.3t F.G. EL.=120.0t F.G. EL.=120.0t
L = 44' L 5'
p S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2"
4"SCH40 PVC 4"SCH40 PVC
6 DOUBLE WASHED STONE
10"1 6 aamSaam (OR APPROVED FILTER FABRIC)
14" Ba0B6aa
EXISTING 48" LIQUID aaaaBaa -3/4" TO 1-1/2" DOUBLE
LEVEL 8.
INV.=116.77 PROPOSED INV.=116.60 4' 4.8' 4' WASHED STONE
INV.=119.14t D-BOX EFFECTIVE WIDTH = 12.8'
EXISTING 3 OUTLETS INV.=116.50
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
TOP CONC. ELEV.=117.3t
NOTES: BREAKOUT ELEV.=117.0
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INV. ELEV.=116.50 Mme L aaaB
INVERTS, PRIOR TO INSTALLATION. aaaaa aME
2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=114.50
GRADE ON A MECHANICALLY COMPACTED SIX 4' 2 X 8.5'=17.0' 4'
INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.'01
IN 310 CMR 15.221(2). PERVIOUS MATERIAL -
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL.=108.9
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER)
SEPTIC SYSTEM PROFILE
SOIL LOG
GENERAL NOTES: DATE: MAY 15, 2014 (REF#14,357
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DON DESMARAIS R.S. HEALTH AGENT
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH
OF THE STATE ENVIRONMENTAL CODE„ TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. 120.0 A 0" 119.9 A 0"
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SANDY LOAM SANDY LOAM
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 119.3 tOYR 4/2 � 119 2 10YR 4/2
DESIGN ENGINEER. B 8 8 8
_ 4_ ANY CONDITIONS ENCOUNTERED -DURING CONSTRUCTION DIFFERING SANDY LOAM SANDY LOAM -
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10YR 5/6 10YR 5/6
1 16.5 42" 1 16.5 41'
ENGINEER BEFORE CONSTRUCTION CONTINUES. C C
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. PERC
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 40"/52"
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
M-C SAND M-C SAND
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 2.5Y 6/6 2.5Y 6/6
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 10% GRAVEL 10% GRAVEL
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
109.0 132" 108.9 132"
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN IN. IN SAND GRAVEL C
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ON FILE, DATE 9/3/92 (SOILS CONSISTANT�
CONSTRUCTION. NO GROUNDWATER ENCOUNTERED
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
Ik1, .TI%
DESIGN CRITERIA DECK N
NUMBER OF BEDROOMS: 3 BEDROOMS ,EXISTING �28
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) HOUSE(#227) GARAGE
DESIGN PERCOLATION RATE: <2 MIN/IN T.O.F.=122.94f
DAILY FLOW: 330 GPD
DESIGN FLOW: 330 GPD
GARBAGE GRINDER: NO-not ollcwed with design
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF S.A.S. LAYOUT
.74 GPD/SF
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 22� ROUTE 149, MARSTONS MILLS, MA
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Bonnie Hayden, P.O. Box 818, Marstons Mills, MA 02648
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 152-14
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 5/20/14 P.T.M. 2 Of 2
EL. = 101.3 20'
TOP OF FOIINDANON
CONCRETIs' COVERS 2"LAYER OF
L=100.3 GROUND EL.=_98 5 ,
Ott' HEALTH , , - LEVEL coNCRETE CO w STONE
APPRO VED. BOARD 4 .4Sl' IRdN' 1.5f 97 0-1
OR SCHEDULE' 40
P.VC PIPE
S=O.03 D=13' 4" SCHEDULE 40 P.V.C.DIST.
PIPE 19�MV BOX.
now LIAE 5-0.02 D=10' PITCH 118" PER FT
DA TE AGENT WVERT ENG
110" S=0.02 PR CAST
,� 19 �" to c
-: EL= 95.31 INVERT iCRUSHEn g ry IT OR
,� ST01VR % 08,8o8e8o< *oINVERT W o EQUIVALENT
INVERT EL.- 94. 6 '� '
EL.=��� o` 6, oc
EC.= 94. 92 0 //
L?VVER I1VTER o - V o t 3i�ASF�D STONEz"
S=C TA1Vx EL.=_94.4 7 FL.= 94.10 0 : o
10' MIN _ 1 000 , ALLONS o w 88.1
VACANT LOT UNDER
2
CONSTRUCTION 2 #---6DIAM. ---�
LOT 10 LEACH PIT
10' N.
LOT 2 =- i
84
BOTTOM OF TEST HOLE EL _ .1
UNDER
CONSTRUCTION
PROFILE OF
ti
LOT 3 SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
\ I00 / Jam'/
ALL ELEVATI01VrS ASSUMED
lol / 0 UNDER
CONSTRUCTION SOIL LOG P#7939
� WITNESSED BY: Mr. JERRY DUNNING
0 -9 N LOT 6 DATE HEAL TH OFFICER
TEST HOLE 1 TOWN of _BARNSTABLE
/ EL,= 96.1' JACK LANDERS-CAULEY
P
�,, �'' 2 _ N./ INCH
LOAM�Q l \ LOAM & PERCOLATION RATE MI
0'-2.0 mDESIGN DATA.
7 Q /
LOT 8 -* : NUMBER OF BEDROOMS 3
/00 �ti u�J VACANT LOT 1 ,, MEDIUM TO NONE
® , ,`tee.,�.> a .i; GARBAGE DISPOSAL
e
�'j COARSE
SAND & 330 GPD
GRAVEL TOTAL ESTIMATED FLOW
2.0'L2.0' EL = 84.1 ( ,LV__GAL/VR.,1DA Y x �3� BR.)
SEPTIC TANK CAPACITY 1,000
LOT 9 ._cZca LEACHING AREA REQUIREMENTS
34,228 S.1' sJs ,� 0� c� `�° ��
o_ 1 NO WA TER ENCOUNTERED F.SIDEWALL AREA 188 5 GAL/S. x R.5 = 4 74.3
cd
LANDER&CAU�Fv BOTTOM AREA -7A,5 GAL/S/F x 1.0 = 78.5
ill
'�� " LEACHING CAPACITY ( BOTTOM & SIDEWALL) 549_ GAL
Na
O
_ �--- 97
RESERVE LEACHING CAPACITY 42 GAL
Q aMc o
44, I PROJECT LOCATION.- LOT 9 ,
�o/ it �9 LOVELLS LANE
TO WN WATER '� AARSTONS MILLS
APPLICANT JOHN McSHANE
GENERAL NO TES P.D. BO COTUIT,MA. 02635
'� .�
LOCUS
4 YANKEE SURVEY CONSULTANTS
1, THIS PLAN IS FOR INSTALLATION OF NEW SEPTIC. 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHAIJ, BE CAPABLE o P. 0. BOX 265,
2. PLAN REFERENCE. BOOK 486 PAGE 49 OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER 'vd MARSTONS MILLS MA. 02648
OR WITHIN 10' OF DRIVES OR PARKING AREAS. H=-OJ LOADING H. (508) 428-0055 FAX. 50 420-55 3
3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING.
AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. UNLESS NOTED. SCALE I" = 40 DATE. 91-16192
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO REP. 8 ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL RO U TE 28
BE MORTARED IN PLACE.
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 9 N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH REV. REV
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO
5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
12" OF FINISHED GRADE. JOB NO- 50093-9 SHEET 1 OF 1
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOCATION MAP
SAME, UNLESS NOTED BY FINAL CONTOURS.