HomeMy WebLinkAbout0392 BUCKSKIN PATH - Health 392 Buckskin. Path
Centerville
A= 191 - 133
S M E A D
No.H163OR
UPC 10259
smead.com • Made in USA
No. G d d Fee 00
THE OOMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Big;pozal 14bpztem Congtruction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade) Abandon( ) .Complete System ❑Individual Components
Location Address or Lot No--P2 t l(.V-5 kjYl Owner's Name,Address,and Tel.No. G Ij to J f I
&nkrvi I le-
Assessor's Map/Parcel 01 - 133 Q q1X_ /
Installer's Name,Address,and Tel.No. �'719— Igq*& Designer's Name,Address and Tel.No. 50 9 539---7 3(O�
-o'g� ►5 �.nn is 'M�oZ� � �.�. 2 � v� 531b i
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( )
Other Type of Building 5 No.of Persons Showers( ) Cafeteria( )
Other Fixtures ,,ll
Design Flow(min.required) J00 gpd Design flow provided 3311 gpd
Plan Date $ 2coc0 Number of sheets Revision Date
Title ��
Size of Septic Tank-I A I Type of S.A.S.
Description of Soil
t ETA
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 th' ( and f Health. (� /
Signed I Date %�/ q!®�
Application Approved b M Date �—Z7—C)
Application Disapproved by: Date
for the following:reasons
Permit No. O�cx)s/0-57 Date Issued 2_cw 6
No. J t Fee /00
t THE COMMQNWEALTH OF MASSACHUSE Entered in computer:
: TS
PUBLIC;HEALTH DIVISION - TOWN OF BARNSTABLE;�MASSACHUSETTS Yes
u, :....c. 46 ,
0[ppYication for Migo.5al gpp5tem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( j Abandon( ) Complete System ❑Individual Components
Y
Location Address or Lot No. Ccnryl i 5�1 Owner's Name,Address,and Tel.No.
e
Assessor's Map/Parcel M l - 133 �Y Q� qv—
Installer's ( C
3 Name,Address,and Tel.No. 5o g �g-I� Designer's Name,Address and Tel.No. ✓0 53 / -71
10-&* 1551 , (Annrs, HRozcp 1 �.� '� l�2 ,� -Fo) v2- 53k,
Type of Building:
Dwelling No.of Bedrooms i 10 Lot Size sq. ft. Garbage Grinder ( )
e
Other Type of Building No.of Persons Showers( ) Cafeteria( )
r Other Fixtures ,l 2 q
Design Flow min.required) 30 gpd Design flow provided 3 3 -O gpd
Plan Date r O 1 = Q Number of sheets Revision Date
Title
Size of.Septic Tanker Type of S.A.S. ra
Description of Soil V
IJ
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 13-bard of
nHeallth.
Signed 1.�.>~-�%w `-.J Date f'O
Application Approved by ly &w• (C 1. Date _!-20-'U6
Application Disapproved by: Date
for the following reasons t,
Permit No. da) - /Gy Date Issued 9 - O
-�
------------------------------- - ------------- - -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERT Y,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded
r' Abandoned( )'by q�t+5 `Yl� _
at 2- UC. s 6 n �r kyv 1� elms been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �00� gUs— dated �/ll
;?G/d1,
Installer 2 Designer kau
#bedrooms ,% Approved design low- gpd
The issuance of this permit shall not be c6 strued(ass,a' .unction guarantee that the system will as esigned.
Date 7— �; Inspector
--------------------------------------------
No. 7 u S Fee Ido
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
ligont *p5teln Construction Permit
Permission is hereby granted to Cons ct ( ) ,Repair ( ) UU grade ) Abandon ( )
System located at
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Cons [-20A(,
ction must be completed within three years of the date of this perm't.
DateApproved by l�f
_ 1
12/28/2016 01 :42 FAX la 001/001
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
• L►axsr�,
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862.4644 Fax: 508-790.6304
Installer& Designer Certification Forte
Date: 9-29-06
Designer: Shay Environmental Services,Inc. Installer: It Bert Segue Services.
Address: P.O. Box 627 East Falmouth _ Address: 5 Trenton Street
MA 02536 Yarmouth, MA
On 9 0 /Oj_ i 6 Robert Septic Service was issued a permit to install a
(date) (installer)
septic system at 392 Buckskin Path, Centerville,MA based on a design drawn by
(address)
Shay Environmental Services,Inc, dated 9/OS/06
(designer) �'
__XX 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 boar and/or septic tank.
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.
�N of&k
st r S i a CARMEN
p E.
SHAY N
No. 1181
19TF
signer's Signa e) (Affix Desi ere)
PLEA$ RETURN TO BAMSTABLE UBLIC IIiEALTH DIVISI N. CERTIFICATE
OF CO NCE WILL NOT BE ISSUEDUNTIL BOTH THIS FORM AND AS-
BUILT ARE CEIVIEA Y E B A RNSTE P1JBL C HEALTH DIVISION.
THA
SOU.
Q:Hcalrh/9 ptic/Designer Certification Form
f
LOCATION 3�6? TG0 AlSABLE SEWAGE# � S
VILLAGE ��w1`t'R./l ASSESSOR'S A77P--&PARCEL ken,
IN-�TALLERS NAME&PHONE NO. n
SEFTIC TANK CAPACITY5 1'v
LEACHING FACILITY:(type) c ls` . (size)-_AID
NO.OF BEDROOMS
i
OWNER `
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility)" Feet
FURNISHED BY
LC? o
Town of Barnstable P# 4 5
Department of Regulatory Services
„RNSUBM : Public Health Division Date J I
200 Main Street,Hyannis MA 02601
Date Scheduled �7 Time Fee Pd.
Soil Suitability Assessment for Sewage Di _osal
Performed By:' Witnessed By: A
" t
LOCATION& GENERAL INFORMATION
Location Address `-Z ��G lj �^ .,Owner's Name
�e A V?\j/`t`� Address U
Assessor's Map/Parcel: f J � z�, Engineer's Name,, 'V-Ire— -S�A
NEW CONSTRUCTION REPAIR ✓✓ Telephone# SOT-
Land Use TIWL5-Iz�46�� Slopes(%) aZ d7p Surface Stones
r
Distances from: Open Water Body� ft 'Possible Wet.Area 0r ft Drinking Water Well ft
t'
Drainage Way ft Property Line ���ft Other n} ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes)
EltflY-A4 Mh Ks
67 V
- v, -ter
t^,taei o.I
Parent material(geologic) �y4-�b'S1^ Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: or�)c Weeping from Pit Face NE�Q
Estimated Seasonal High Groundwater V 32/, f%S
•- I
DETERMINATION FOR SEASONAL HIGH WATER FABLE '
Method Used:
Depth Observed standing in obs.hole: _ __r in, Depth to soil mottles:
Depth to weeping from side of obs.hole: in, Groundwater Adjustment _'ft. -
Index Well# Reading Date: Index Well level Adj.factor— Adj.Groundwater Level-
co
PERCOLATION TEST Date �-,Me JA. - o
Observation
Hole# I time at 9"Depth of Perc (yam
Time at 6"
-
Start Pre-soak Time @ 0�•D 'lime(9"-6") .; M
End Pre-soak �0�'.k
Rate MinJInch
Site Suitability Assessment: Site Passed Site-Failed: Additional Testing Needed(Y/N) tO
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:\SEPTICVERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# 2,_
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Consistency,96 ory
(o /04eS-13dt M -S ,
DEEP OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Cgnsispency,%
5 �YQ3 A, a
6 - 2
�-2'-r2pN - L
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface(in.) (USDA) (Mansell) 'Mottling (Structure,Stones,Boulders.
Hite a e
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders.
ns'
Flood Insurance Rate May:
Above 500 year flood boundary No— Yes
Within 500 year boundary No y Yes
Within 100 year flood boundary No Yes
Death 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?
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environme tal Pro i and that the above analysis was performed by me consistent with .
the required training, p se a d er nce described in 310 CMR 15.017.
y�Signature Date
Q WEPTIC�PERCFORM.DOC
No.- .-.. ? Fxs.. .$....2 0_.0 0
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
.............Town..................0F..........Barnstable
..........................................-------------------------------
Applirtttion for Uiipuiittl Works Tututrurtiun Vrrmit
Application is hereby made for a Permit to Construct ( ) or Repair (XX) an Individual Sewage Disposal
System at:
..........A�3U... .L1 } ; K lx1 tY><---C.Qxt.QK. K.ID .....................................•-------•--•---------------•-------•------------........----
Location.Address or Lot No.
....................o..d f a li d--••-----•--------------------•---......--......-------•-•-•--••- ..........--......................................................................................
o --...
owner Address
Installer Address
QType of Building Size Lot............................Sq. feet
V DwellingC•X•No. of Bedrooms..............-3.........................Expansion Attic ( ) Garbage Grinder ( )
4 Other—Type T e of Building No. of persons............................ Showers — Cafeteria
Pa YP g P ( ) ( )
a Other fixtures -------------------------------- .
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
Pd Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................
W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
x 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water_..._........___-_.-._..
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....-..-.--.----.._.----
----•--•-•-------------•---•------•---•---•-•-•---•--------•---.....----------------•---•-•-..--••-•.........................................................
0 Description of Soil.....•...............................................................Sand & Gravel
U --•--•••--------••••-------•------••-•................•--••--------------------•-•-------•-•-•---••-•••••---------------------------------••-•--•---------------•--•------------•---...------
W ------------------------------------------------------•-•-•---------------------------•-------------------------•---•--------•------------••-•-•---•-----------------------•-------•••--••-••------•••.
UNature of Repairs or Alterations—Answer when applicable........1-6 x 8 cesspool _
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of A I t!L- 5 of the State Sanitary Code—T e undersigned further grees not to place the system in
operation until a Certificate of Compliance has b eissu t and of h tSig •-- � -- - - ------------••------•-. .......618/$.$-------
/SwDate
Application Approved By------------•--------- ---------- -- •----•-- r
Date
Application Disapproved for the f ollowin reasons-----------------------------•-------------------........----------------------------------.........--•-----•---.
..............................-------•---••••----•----•--•-•...--•••-••---•-------------•-••••-•-•---•-•--•---•-------------•--•------------------•-•---------•--•-•-------------......--••----•---•---
Date
PermitNo........... -'•-Z ................. Issued------------------------•--------..........----._...--
Date
t�
No......................... f FEB.....: ....%.. .�0
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Town Barnstable-
............................O F..........................................--------.......
Appliration for Uhip a al Marks Tnnitratrtinn umit
Application is hereby made for a Permit to Construct ( ) or Repair (7) an Individual Sewage Disposal
System at:
22 392 Buckskinoath Centerville
................_----...._---------------------------........................................... -•--...---••----•--...••••••••----•-•--•-•--...--••••--•-•---•------•----------------••----•---•--
Gold..and Location.Address or Lot No.
O
W J'.P.Macomberwner Address
Installer Address
Type of Building Size Lot-___•- -_---••___-•-•-.---Sq. feet
Dwelling's No. of Bedrooms......... ...........................Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Building No. of persons............................ Showers
� YP g -....-•-•-•---•----••-•----- P ( ) — Cafeteria ( )
Otherfixtures -----------------------------------•---.....-----------••••--••---......-••••-......--- ---••----•-•••-•-------••--•--•-••••..................-•--•--
W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth-_--___--___----
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by......................................................................... Date.............................----------
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_--__--.--.-_--_____---.
Gi, Test Pit No. 2................minutes per inch Depth of Test Pit................•... Depth to ground water-.--___-----•--_--___--.
D Description of Soil.......................................................•------•-•---•Sand...&__�-'ravel•...--•••-••--••••--••-••-----• -•-•.--••••---.-
x
V ---------------------------------------------••---•--•-------•-----------•-------------...•..----------------------------•---------...----------------•----------------------------------•-----••-....
W
---------- ------------------------------------------------------------------
x -6x8 cesspool
U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------
i Packed n stone.
-------•-----------•..................•---------------•----••----•-----••--•••••-••--•......_•--•--.•••-----•--•---...---....-•-•••---•-••----•--•-•---------•---•-•.........•-•••••--•••-------••--•-•-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of i T t LE 5 of the State Sanitary Code— T e undersigned f the agrees not to place the system in
operation until a Certificate of Compliance has �isd Eby the >oard of l .
----s..
..........................
;��'7
Application Approved B Date .
Date
Application Disapproved for the following reasons:-----•----------------------•-------------------------------•--------------•--•-----------------------••-------
•-----•--•------•-•-•---------•••-----•••-•--•-•••---•••---•--••--•-•-•-••------•----•••-•-•---•--..............._....••--•-•----••--•-••----••---•--------•--•-•-•--.._...---••--•----.................
Date
Permit No. .�.:...�-& ...---------•------.. Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Town Barnstable
..........................................OF.....................................................................................
Twrrtifiratr of TantliliFatta
T ylL I�TO CFRTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
....
acorn er
by............ ..•.........................----------.._......•--•.....----•••••........--•---......-----------------•----•....-•-.......•------•----------••---•--•---•--•...--••------•••••-
392 Buckskinpath Centerville Installer
at-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
has been installed in accordance with the provisions of TIT 4,' . 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No........ ..�......�6 ...... dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE........................... .. .`...:. ....................... Inspector......................... ........................................
THE COMMONWEALTH OF MASSACHUSETTS
rG r„
BOARD OF HEALTH
Barnstable
..........................................OF...............................................---.......... 20.t30
No......................... FEE........................
Bispoo a� Works Towitrur#ion Vvrrmit
Permission is hereby gran ... M.c�COIt7'Je
-- . ..-•--••-•••........•-•-••------•-------••-••-•-••-----•-•--•-•••••••-••••-••--••--•-••-••••......--•----•----......--
to Conl u/ct F3 f.�l�o,�'ti i i� � �ItS�I yi�tall ,evt age Disposal System
atNo....................................-•----------.....--------------------.....-----•----------._.......------------------------------•----•----------------------------•-•---•---..........•--
Works
Street
as shown on the application for Disposal Construction Permit No'..___.__(...Y.._ Dated..........................................
� ( Board of Health
r �
DATE -- - b---••--------•--•--------------------------------
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
TOWN OF BARNSTABLc 6q
LOCATION S 9-7- 4- SEWAGE # 7'
-VILLAGE C C/ti 2�-f,P V I-1Z a ASSESSOR'S MAP & LOT
.INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) vdalaw 4� x (size) /D od
NO. OF BEDROOMS PRIVATE WELL OI<PUBLIC WATER
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
0 '
40
i
I
'S1IWilr'IFi1;3"'rsdsrt�"°' � r NIf"X��MF"t;i#[tt"�
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
[house
10' min. from SECTION A A Existing Foundation to septic tank
TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Septic tank covers must be DN-BOX eruct a PROFILE VIEW OF ADDITION TO LEACHING SYSTEM
within B km, of finished grade , y 4
3 HOLE H-10 3• of 1/$' - 1 J2' Woehed Peaeton r" 3 9 2 B as cics kl n Path a
dads over Septic Tank- 98.00 (rode over D-Box-MOO over SAS- 9&00 � et ` �y yy t h
//T\ ,e� DISC rA
BOX 3/4' to 1 1/2 ' Washed Crushed Stone
- ` .. I} °e.. fit,,. -t+ +
s . 0.02 4'PVC(CAPPED)INSPECTION PORT to BE
x` ern�istabde` ' -.. ,
,n 12 NEW S-0-01 or Greater 3' Maximum cover INSTALLED AND 7O BE t,RTMN C OF CRADE r
T OF S em- Elev. >=85.7s r' ✓"'
EXIST, PIPE ro n 1.500 GAL N 0.01' . `, ... 'r
FROM EXIST. FDUNDATIW Per foot # j
rn m SEPTIC TANK N o"EMectlw Deptl, /`
> A H-10 n to 5' r4eckric F'+{
"abbe
CONCRETE FULL FOUNDII o i p ui to 5 Units E 6,25'
o e i rn O 0.83' (10 inches) - / .� _•:.r_,
o T.
v e 3 �
SYSTEM PROFILE i 8 t,.of 3/4•-1 1/2• �. �; 31.25'
t` 3 oboe rNio,osotcoro�ooernrwvieoanap.ad�r tKe:r;
compacted stone > _ rn t
Not to Scale c 76e' N O1 37.25'
3,� 3s Effective Length GENERAL NOTES
o SOIL ABSORPTION SYSTEM (SAS) 1. Contractor is responsible for Digsafe notification, Verification of Utilities
6 hot 3J4•-1 1/2' 0 10' -6 and protection of all underground utilities and pipes.
compacted stone -1EffeclM Width INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN 2. The septic tank on j distribution box shall be set
NOTE ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8' BELOW GRADE o ■
m (OR EQUNALENT) Not to Scale level on 6 of 3/4 -1 1/2" stone.
o
Z $'11r.00 3. Backfill should be clean sand or gravel with no
w Bottom of Test Hole 2 Oev.- NOVO NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EFFECTIVE HEIGHT IS 10' stones over 3" in size.
PERCOLATION �'CCT Groundwater Observed - NONE 08"VED 4. This system is subject to inspection during installation
LJ I by Carmen E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
Date of Percolation Test: SEPTEMBERI4, 2006 with Title V of the Massachusetts state code, the approved plan
Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations.
Results Witnessed By. DON DESMARAIS (BARNSTABLE BOH) 6. If, during installation the contractor encounters any
EXCAVATOR: Shay Env. Svcs. ALL aunFT PIPES FROM INE soil conditions or site conditions that are different
Percolation Rate: Less Than 2 MPI 0 36" asmleunaN Box swu.L BE from those shown on the soil to i design
SET LEVEL FOR AT LEAST 2 FT. tr CONCRETE COVER g or n our g
installation must halt do immediate notification be
Test Hole Test Hole "-` ` - 3-s•ounET Kitchen Bath Bath Bedroom made to Carmen E. Shay - Environmental Services, Inc.
No. -1 No. 2 xNoacouTs Dining
ems' GARAGE 7. No vehicle or heavy machinery shall drive over the
DEPTH SOILS ELEV. DEPTH SOILS ELEV. r - ouTLET ,r MET septic system unless noted as H-20 septic components.
0 9e.00 0 98.00 = rr 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends.
,s • I Living Room 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
4> - SCH. 40 T ,.7s' Bedroom Bedroom "
Flu. FILL 10. All solid piping, tees do fittings shall be 4 diameter
0•-12' 97. O'-12' I 97.00 PLAN SECTION CROSS-SECTION Schedule 40 NSF PVC pipes with water tight joints..
=y Sandy 11. Municipal Water is Connected to ALL OF The Residence and Abutting
10 YR 3/2 10 O n 3 HOLE H-10 DISTRIBUTION BOX 3 BR HOUSE FLOOR SCHEMATIC Properties Within 150 Feet.
12'-18' Ae 96.50 12"-18' As 96.50 THE PROPERTY LINES ARE APPROXIMATE AND
Loamy Loamy COMPILED FROM THE SURVEY PLAN BY BAXTER dt NYE, INC. ENTITLED
Sand sand CERTIFIED PLOT PLAN OF LOT 53 BUCKSKIN PATH, CENTERVILLE, MA
,o rR s/s 10 YR s/tM DATED JULY APRIL 13. 1972
18'- 36' Be 95.00 t8'- 36' Be 95.00 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
Med.-Coarse IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
Sand sand THE SEPTIC SYSTEM INSTALLATION.
25 Y 7/4 2.5 Y 7/4
38'- 72" C, 92-00 38'- 72' C, 97-001 EXISTING CESSPOOLS PIT TO BE PUMPED OUT AND REMOVED
Mod. Med.
Sand sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
2 5 Y 7/4 2-5 Y 7/4
72'- 1a2 0, 87. 72'- tat G 87. LOT #52 e9y' FROM THE EXISTING CESSPOLLS TO BE DISPOSED
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
trv,250 S `Feet -
� 4+Aan �
Pere1 THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY
Depth to Perc: 40" to 58" `
Perc Rate= 2 MPI `\
Groundwater Not Observed ASSESSORS MAP 191, PARCEL 133
------------------- LEGEND
No Observed ESHWT LOT. #53 ---_
ADJUSTED H2O Elev. = None
3-24•Duw ACCESS MANN«Fs 104X 1 DENOTES PROPOSED
----,o -B- • SPOT GRADE
10 X 104.46 SDPO�TES GRADEISTING
t
INLET
ETOUT ET
TEST HOLE i ;�. • , ,• • `� PL PROPERTY LINE
INL
h THE ACCESS COVERS FOR THE SEPTIC TANK. D Box :iM ;-,� r^ •};st,ti.� x
�- DISTRIBUTION Box AND LEACHING COMPONENT ELEV. 98.00 y' ` ' '� _ '� _' � i S PROPOSED CONTOUR
SHALL BE RAISED TO WITHIN 8' of ----- -97 EXISTING CONTOUR
._- .. ;, •� -..;..�-. FINISHED GRADE
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS 1�il
PLAN VIEW ON ALL OUTLET TEE ENDS Failed Foiled
3-24'RINOVABLE CDVERsRs Cesspool NEW Cesspool `�\ ® DEEP TEST HOLE &
4 1500 gal. 3 `. PERCOLATION TEST LOCATION
.•..•, 4• r:, 0 Q Septic Tank ` _
j 3•"*L clevmc.
b ` 6 FOOT STOCKADE FENCE
INLET � a•mT r inn Met too~ e• ? TEST HOLE #2 VOj
Iks
' o1mET -}}- ELEV.= 98.00
lJ
e g
o. ' 4-o-n*, LOT #5f
..w
t;s = W � = P LOT P LAN
:�.�.� .:.,:.-� :�.:- .:, --_•....._.--, EXISTING RITSTING OF PROPOSED SEPTIC SYSTEM UPGRADE
GARAGE 3 BEDROOM
CROSS SECTION END-SECTION PREPARED FOR
goUs8 MR. BENJAMIN GOLDFARB
TYPICAL 1500 GALLON SEPTIC TANK #saz NOT TO SCALE AT
r #392 BUCKSIN PATH
1 I'
(H-10 LOADING) i
CENTERVILLE MA
Design Calculations PROJECT BENCH MARK
__-----'-- I TOP OF FOUNDATION
Number of Bedrooms: 3 Bedroom `EXISTING 98`- i ° ELEV. 100.00 (Assumed) ���-,N of M� a PREPARED BY:
Garbage Grinder: No I I ` �j
Leaching Capacity Required: 330 Gal./Day (MIN. PER TITLE V) CAR l ►�T E. �Z jJA l
�T
r,
Septic Tank : - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL Septic Tank. ``` � S -A111 li ENVIRONMENTAL SERVICES, INC.
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch I ► v
Bottom Area: 0.74 gol/sq. fL x 370 sq. ft. = 273.8 gallons 96--- --��I`
Sidewtlll Area: 0.74 gal./sq. ft. x 78 sq. ft = 58 gallons I ► --- _---- -----9$ �o P.O. BOX 627
` -
Providing: = 331.80 gallons f i 105.97' I sq /sTE � EAST FALMOUTH, MA 02536
�-� NITAR�P
U (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH. -�� 1 ---------------
se: f TEL�FAX 508-J39-7966
TO BE USED WITH 3.5' OF WASHED'STONE ON THE SIDES, AND 3.5' OF WASHED STONE i___---------- ------------ SCALE: 1 =20 DRAWN BY: CES DATE: SEPT. 18, 2006
ON THE ENDS. NO STONE UNDER. L7 V C . KiJ L111 V ZZ 21 A l 06 ` PROJECT#SD966 FILENAME: SD966PP.DWG SHEET 1 OF 1
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