HomeMy WebLinkAbout0019 GENERAL PATTON DRIVE - Health 19 General Patton Drive
Hyannis
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TOWN OF BARNSTABLE
L(-CATION / y (�C /� /_)L Oi¢ �/��/!.� SEWAGE
' Z% f
VILLAGE /-S ASSESSOR'S MAP&PARCEL
l f
r P4STALLERS NAME&PHONE NO. � l��',� J�L7��
SEPTIC TANK CAPACITY I
LEACHING FACILITY. (type) `jS'(size)
NO. OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE 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
1
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a
C -
b
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No. W �O Fee ,VV
THE COMMONWEALTH OF PKASSACHUSETTS Entered in computer:
.PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpprication for �hgpogal *pgtem Congtructton Vermtt
Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. $ q 6c-m ,r 36NNc-%-) Owner's Name,Address,and Tel.No.
NyArjr4►5 1 MR -R1.1F`1S ..`?vSs
Assessor's Map/parcel 2 9Z JZ 9Spnp
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
24(b-ZWD cNU . svcg.
Type of Building:
Dwelling No.of Bedrooms Lot Size 1 bl 5 3 sq.ft. Garbage GrinderqA
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures LAVA-logy k=kTCNCr-1 JIN�C t LAyNORY
�- Design Flow(min.required) gpd Design flow provided 3 3 •�� gpd
Plan Date ? —I® —Q llo Number of sheets Revision Date
Title
Size of Septic Tank llew cI--w Qom, Type of S.A.S.
Description of Soil I b
Nature of Repairs or Alterations(Answer when applicable) }
ti
Date last inspected:
Agreement:
iThe undersigned agrees to ensure the construction and�maint ance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of
Environme tal ode and not to place the system in operation until a Certificate of
Compliance has been issued by this Board a h.
Sign d Date t//G
Application Approved by Date w
Application Disapproved by: Date
for the following reasons
Permit No. ��� Date Issued L (�
---- ---- -- --------------------- ,
No.. (� Q%O i Fee V V
t THE COMMONWEALTH OF f fiStACHUSETTS Entered in computer:
PUBLIC WE-A `TH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Yes
Zipp itation for Di5po!5a1 6p!5tem Coll.5truction Permit
y '
Application for a Permit to Construct O Repair ` Upgrade O Abandon O Complete System ❑Individual Components
a
Location Address or Lot No. -*I q`j _mro\ �;�Cm�Q, Owner's Name,Address,and Tel.No.
N`�Ar�rJ1S 1 Mf) —R,3,;7uS -;?vss
Assessor's Map/Parcel /Z 9 SAS£
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
214 ZSCO SHAY C►ZU svcg S35)
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( irk
Other Type of Building /V Ala No.of Persons Showers( ) Cafeteria( )
Other Fixtures L-,w gTpQ Y 1 k,i c N rpQ S r N k , L gQ,,p RY
Design Flow(min.required) gpd Design flow provided 33 3 gpd
Plan Date '1 O -o u Number of sheets ` Revision Date
Title
Size of Septic Tank nlet,.� I SIDO Type of S.A.S.
Description of Soil
Naturi.of Repairs or Alterations(Answer when applicable),
1
+ Date last inspected:
Agreement: �"�
The undersigned agrees to ensure the construction and rnai nance of the afore described on-site sewage disposal system�in
accordance with the provisions of Title 5 of th 'En ironmenfal,Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board 'f Hexl'th.
Sign d Date / 6
Application Approved by Date
Application Disapproved by: '' Date
for the following reasons
Permit No. Date Issued
I
————————————————————————————————————————————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( graded ( )
Abandoned(,r�)by //
at ( GGtGUt, 2 has been constructed in accordance
h�,�,,Co-C3`1G � ��
with the provi ions of Title 5 and the for Disposal System Construction Permit No. dam' dated 3 /D
/
Installer kyhlwEs11,ez Designer _ L
#bedrooms Z Approved design flow 3 gpd
The issuance of this permit shall not/be construed as a guarantee that the system will function as esigned.
Date ✓ ! 1 G Inspector
No. " Fee /QV
�~O 1 �
----------------------------------- ----
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
1Wi!5pogat,*pgtem Cou5truction Permit
Permission is hereby granted to C nstruct ( ) Repai ( pgradee ) Abando ( 4 v
System located at ( �o� r . w-\
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: Construction rust be completed within three years of the d to of this a mi.
Date "_3 q/ Approved y
/
Town of Barnstable
F tHE Tp�
do Regulatory Services
Thomas F. Geiler, Director
• snaxs'A e,
M^S& Public Health Division
i639• �0
ArE1 ' Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Desicner Certification Form
Date: l J U fo
Designer: Shay Environmental Services, Inc. Installer: ,r-I
Address: P.O. Box 627 Address: 4--)`io P]A-1t.l '7( ,
East Falmouth,NIA 02536 41 CK-w(c In , ls1,
On was issued a permit to install a
(date) `(- staller)
septic system at 1�1 lc ��Q.!"C` G c� Om, based on a design drawn by
(address) V
Shay Environmental Services, Inc. dated_ log 0
(designer)
i� 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.
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_ esigner to follow.
• ��� — F
�` CARMEN
IJ n E
nstallef'g Signature) SHAY L y
No. 11$1 .�
0
�FGISTE1'1
sAN17AR\Pa
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
_ v
9/16/03
Notice: This Form Is To Be Used For the Repair Of Failed
Septic Systems. Only
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM
I, pQ 41 [. 5NNOY ,hereby certify that the engineered plan signed by me
dated concerning the property located at
'f lq ne"L OWN kAi9wrJ17mee1Ls. all ofthe.
following criteria:
• This failed system is connected to a residential dwelling only,..There.are.no.commercial or
business.uses.associated with the.dwelling.
• The soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes
per inch. The applicant may use historical data to conclude this fact or.may conduct deep
test holes and percolation tests,at the site without a health agent present.
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• The.bottom of the proposed leaching facility will be located no less than five feet above the
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the.
Frimptor method when applicable]
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information).
B) G.W. Elevation 7—,S +adjustment for high G.W. Z•Jr = 2 • s�
DIFFERENCE BETWEEN A and B �4•S�
CSIGNFD : DATE: 3 10 D(
NOTICE
Based upon the above information, a repair permit will be issued for bedrooms
maximum.. No additional bedrooms are authorized in the future without engineered septic system
plans.
gASeptic\percexemp.doc
TOWN OF BARNSTABLE
LOCATION / GL-'s7/��/1 L ,p�� �/'°�3s1,, SEWAGE `��
° VILLAGE' ON(4,4 AI y .�S ASSESSOR'S MAP&PARCEL
"-:INSTALLERS NAME&PHONE NO. n
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)�1;t(�ez, Tlz,,,l 7 61 i' S'(size) '
NO. OF BEDROOMS _
OWNER
PERMIT DATE: "�/®�� COMPLIANCE DATE: A Z
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
i
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r
TOWN OF BARNSTABLE
LOCATION IPO�Mcff &'',-SEWAGE # - I�
ASSESSOR'S MAP 6 LOT
INSTALLER'S NAME PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) P(2e--c4&51 PI (size) &-e6 ?(
N.O. OF BEDROOMS PRIVATE WELL OR BLI��WA R L___�
BUILDER OR OWNER ,L�-S ( -SS
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
1
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ASSESSORS MAP NO:
.„ PARCEL NO:
No... . �. 4
Fxs.... ....
THE COMMONWEALTH OF MASSACHUSETTS
AMOM� BOARD OF HEALTH .
TOWN OF BARNSTABLE
s� i,' Disposal Works Toustrnrtinn Frrmit
Application is hereby made for a Permit to Construct ( .) or Repair ('V<an Individual Sewage Disposal'
System at:
.............. 1.... ; a c� am.. . ----.------------� _ �s---............................................
L
- ocation- ress or Lot No.
?. ....... ...:. . ............... �a�. ........................... ...................k5 m.-14...... .... ........................................-------
W ,Q ,O/w�ner /�
,-� ---------- - `!'`lad--- ` _ -. �—: ...................� a.`. � .... �`�� -� .........
- A[dd(�e �
-...._ ... 0 1.1C!
Installer Address
� feet Type of Building Size Lot............................S q.
U Dwelling—No. of Bedrooms-----y'3..................................Expansion Attic ( ) Garbage Grinder ( )
aP4 Other—Type of Building ..... No. of persons............................ Showers —
YP g ------------------------ P ( ) Cafeteria ( )
< Other fixtures ------
-----------------
------------------------------------------------------------------------- --- ---------------------------------------
W Design Flow........ -.........................................gallons per person per day. Total daily flow.___�� 0........................gallons.
Wh Septic Tank—Liquid capacity............gallons Length................ Width............... Diameter---------------- Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.-----------.._...sq.'ft.
Seepage Pit No....._.:�------------ Diameter:--_vo........ Depth below inlet_...0........... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed bY----------------------:......................-............................ Date........................................
a
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
rXq Test Pit No. 2................minutes per inch Depth of.Test Pit---................. Depth to ground water........................
W ----------------------------------------------------------------------------------------------------..................-......................................
0 Description of Soil--------------------•-••---•--...------------------------.--.....-•----------•----------------------------------------------------------------------------------------
x
W
U Nature of Repairs or Alterations—Answer when applicable..._ _V�c 1-1 ► �....L(J"?,F7__._
----------------- 1 ... S� ..".�" ..�
�
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 Certif ate of Compliance has been,issued by the boaril of health.
Signed --- -----'------------- ' -
. - Date
f Application Approved By --=----------- ------
` Dace
Application Disapproved for the following reasons: - ----------------------------------------------------------------------------------------------- ---------
Permit to
No. --_ Issued
. - .......................................................
Date
L-
No... ._....... F>s.... .
l � THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration tnr wiupusal Works Tonstrnrtion Vamit
Application is hereby made for a Permit to Construct ( ) or Repair (V) an Individual Sewage Disposal
System at:
.....: a w v cwt. �e. s ...................................................
__ ....v
v�.
(� Location-Ai ress or Lot No.
K-S........................... a 1�W-2_.........................................................
Owner Address
Installer Address
d Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms-----��................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Builditi 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.
c t
Seepage Pit No........I........... Diameter-----�_n-._.._.. Depth below inlet....(d_........... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
fro Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
N •---•-•----------•--------•------------------------•-•--•-----------......----------•••-•..........••-•----------••...............----..........•••...-----
0 Description of Soil........................................................................................................................................................................
x
w
--------------------------------------•---. •------•------------------------------•--•---------------••-----••----------------------------•------------------•----•-•-----..._..--•---------------•----
V Nature of Repairs or Alterations—Answer when applicable____ 't - �. C, -_.- ?'7JZ --..-(,_-rrC-t lac
.................... --------- ---------
Agreement: \�
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by the board of health.
�.
. - '-: .Signed - � .... ....................:..:.. ---- -- --...-
.. Date
Application Approved BY .+...-... -----------------------
Date
Application Disapproved for the following reasons: ....................................................... ..........................'------' ---- .--......-' ------------------
s
Date
PermitNo. .... .............. Issued ..........................----. ..................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
C6ertifiratro of C�IImyIittnre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired
by------------------------------ ..:---- ..AP6._t.r..A ".0... ' �.�-
---------------------------------- -------------------- ----'-----------......----'---------' ..-----
Installer
at ;...C.1....... ?''t�13 - !✓`� itv /.-���r. t--v`--u.... .............................
.........
has been installed in accordance with the provisions of TITLE j . he State Environmental Code as described in
the application for Disposal Works Construction Permit No. _ - "rC +2.---- dated ---------------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A.GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE............................... ..*-...y -- -f-�------------------------.........-. Inspector ......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
No.(� .� TOWN OF BARNSTABLE
'.....�........._-. FEE....
_^ Diupoua1 Works Tunutrttrtirin rrutit
Permission is hereby granted........... 4A>Y1...���n�--t
to Cons uct ( ) or Repair ( L)-an-Individual Sewage Disposal System
at No. 11, �? oi„ar� / � Tv�. '
Street' J
E"
as shown on the application for Disposal Works Construction Per
No..... ...........!/ __DOted.________._. .,!1_. ._......_-.__._....
� z7x"Y1.4
DATE. r Board of`Health
------------- ........... ---••-•----------------------------•----
FORM 36508 HOBBS&WARREN.INC..PUBLISHERS
AAANDINNNiY:=-<';; 1 It
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE (O least 24 inches tall SECTION A -A 1
10' min. from Schedule 40 PVC w/Charcoal Odor Filter ALL OUTLET PIPES FROM THE hem Rb
Existing Foundation house t0 septic tank DISTRIBUTION Box SHALL BE T- }j \ ,,n`e onnL„
D-BOx cover must be PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FT. 12• CONCRETE COVER _ / to e i Q a
TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Septic tank coven must �e Afi.i,p a
within 6 in. of finished grade vvRMn 6 in. of finished grads t4
j dads over septic Tank-99.00 Grade over D-Box- 98.50 I I over SAS- 98.50 3" of 1/8" - 1/2• Washed Peast 3-51 OUTLET , '"- °t_' 2 M
\,4C-_M
' to 1 1/2 • Washed Crushed Stone �� (((�����,6 CAI J v' a "
s s- 0.02 (CAPPED)iNSPECTIarf PART To BES5• - 12• r,LET a+yyp ' !`!3 HOIF H-1010 NEW S=O.OI ar L#sster ST. Box 3' Maximum Cover Top OF system- Eiev. -95.5 ��AM To BE MTHN e•of GRADE
1�R 7 $ k `ll i! IMMMa
K
EY T.PLPE to 1,500 GAL. p S• o. • 1s.s•
FROM EXIST, FIXPMTIOIt to CO SEPTIC TANK 8 5' ��Per foot o"Efecws Depth 1.7s•
/I 0) C4 o s PLAN SECTION CROSS-SECTION Are
CONCRETE pn er$P#f!aDi s ""•^�
CONCRETE FULL FOVNW1110NJ N H-10 N N -
o ; N t6 rn 5 Units 8 625' - 30' oe n+ �x E.,
0.83' (10 inches) vtr.ew� I ;a+ �+m st
.��' CAennol$!
o k 0 n 3' 3' Me AI'.4e < R ' �d�, F \11
6 In.of 3/4--1 1/2- i ,,; 31.25' 3 HOLE H-10 DISTRIBUTION BOX f ��, '�
SYSTEM PROFILE compacted storm i o >r
Not to Scale e o • 37.25 eoun Ce.+4 st
c i o u �
- NOT TO SCALE t?em
< 8+ o
u 3.5' 3.5' M Effective Length ®zoosLknsyarr® .�� �� -
-` c 3'
8 in.of 3/4'-1 1/2- -610 'o SOIL ABSORPTION SYSTEM (SAS)
a GENERAL NOTES
' o
compacted stone a Effective Vidth INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN
NOTE ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE M 1. Contractor is responsible for Digsafe notification, Verification of Utilities
z (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes.
W Bottom of Test Hole 1 ENONE OBSERVED
NOTE: OVERALL HEIGHT"OF INFILTRATOR IS 18" 2. The septic tank and distribution box shall be set
Groundwater Observed _ NONE OBSERVED /EFFECTIVE HEIGHT IS 10" level on 6" of 3/4"-1 1/2" stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
PERCOLATION TEST 4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
Date of Percolation Test: MARCH 8, 2006 5. The contractor shall install this system in accordance
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. WAIVER (Per Barnstable B.O.H.)
EXCAVATOR- Shay Env. Svcs. / 6. If, during installation the contractor encounters any
Percolation Rate: Less Than 2 MPI ® 40" soil conditions or site conditions that are different
from those shown on the soil log or in our design
/Test Hole installation must halt & immediate notification be
Test Hole made to Carmen E. Shay - Environmental Services, Inc.
No. 1 No. 2
/ 7. No vehicle or heavy machinery shall drive over the
DEPTH SOILS ELEV. DEPTH SOILS ELEV. septic system unless noted as H-20 septic components.
0 98.50 0 98.50 8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
Sandy Loam )rive FILL
Bas / 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
Y
10 YR 3/2 FILL 10. All solid piping, tees & fittings shall be 4" diameter
o•-s• A, 97.75 o•-s• 7.75 PROJECT BENCH MARK Schedule 40 NSF PVC pipes with water tight joints.
LOT #34
sandy Sandy 11. Municipal Water is Connected to ALL OF The Residence and Abutting
L°am I. CB D.H. TOP OF FOUNDATION Properties Within 150 Feet.
10 YR s/ie
,o TR 5/0 FND ELEV. = 100.00 (Assumed)
s"- 40 B, 95.17 9"- 40-1 B. 195.17 70.009 co THE PROPERTY LINES ARE APPROXIMATE AND
/ co COMPILED FROM THE SURVEY PLAN GENERATED BY
Mnd�and Gra i d�andCrBe �� I s Failed 000 CHARLES SAVARY OF HYANNIS, MA
Cesp
25 Y 7/4 2S Y 7/4 �� ► ► 9' DATED MARCH 18, 1968 AND PLAN BOOK 225 PAGE 109.� ENTITLED "SUBDIVISION PLAN OF LAND IN HYANNS, MA,
40"_ 132 G 40"- 132 G I`�� i II 63.0
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
I IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
ITEST HOLE #1 SHED THE SEPTIC SYSTEM INSTALLATION.
I i NEW 15010 Gf0.e ELEV.= 98.50 --98 EXISTING CESSPOOL & LEACH PIT TO BE PUMPED OUT AND
SEPTIC WK _ REMOVED TO FACILITATE THE INSTALLATION OF THE NEW SAS
I 1 `` '
/O jii�K . �"�5 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
, __ it = - :t ' ._
f .5 -_J .,. . • •* '� 't 0 FROM THE EXISTING CESSPOOL AND LEACH PR TO BE DISPOSED
L f :s-•: ., .
D-Bo s.i_tY . a,• • • - 4 PVC LOT #36 OF AS PER BOARD OF HEALTH SPECIFICATIONS,
1 EXISTING
Perc #1 " " 3 BEDROOM `� f •5' Failed 1 THERE ARE NO WETLANDS ARE PRESENT WITHIN 200 OF THE PROPERTY
Depth to Perc: 42 to 60 HOUSE ` Leach Pi{
Perc Rate= 2 MPI t `� 1 \ ASSESSORS MAP 292 PARCEL 129
Groundwater Not Observed \ t `� CONCRETE SLAB t I LEGEND
No Observed ESHWT �C `� FOUNDATION #
ADJUSTED H2O Elev. = None \ „� % �� EEIEV H 8
� � 1 50 I
DENOTES PROPOSED
3-24•OM.ACCESS MANHOLES \ \\ •O�� \ / / SCREEN , GRAVEL 1 en 104X1 SPOT GRADE
10' -5• ` �• �__ / �J DRIVEWAY
HOUSE DENOTES EXISTING
_' '. �'ii'' "; •= `. ASPHALT , 1 X 104.46 SPOT GRADE
10
DRIVEWAY LOT #35• 1 PL PROPERTY LINE
INLET 10,523OUT ET Square feet G+/-�4� _I,_9$ 96P PROPOSED CONTOUR
` THE ACCESS COVERS FOR THE SEPTIC TANK, -�Y _.
DISTRIBUTION BOX AND LEACHING COMPONENT
SHALL BE RAISED TO WITHIN 6' of ---- - - - -- -97 EXISTING CONTOUR
FINISHED GRADE.
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-71TE GAS BAFFLES OR EQUALS
PLAN VIEW ON ALL OUTLET TEE ENDS w ___ __ ---
- I Y�
DEEP TEST HOLE &
-3-24"REMOVABLE COVERS ,�r D R PERCOLATION TEST LOCATION
1
I CB D.H. A 'Z'T 6 FOOT STOCKADE FENCE
...:,: :..-e - 4• - :::. FND RAL
3•min. Wvance
*KET e•";WF 12"min.inlet to outlet s. I
tisET�{.-ffft Liprid level� - ouTLET }f- OOT RIGHT OF `NAYV -r � U ,'s-r (40 F09min. P LOT P LAN
+ t�
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
CROSS SECTION END-SECTION MR. R U F U S R U S S
TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK AT# 19 GENERAL PATTO N DRIVE
NOT TO SCALE
May Substitute with 1500 gallon H-10 Polyethylene Tank-George O'Brien Co. a UTIL HYAN N I S, MA
o Bat Kitchen
Design Calculations o 0�at /Dining AA
°F M'4Ssq PREPARED BY:
Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) o cL � CA RM�N li . �H11 Y
Garbage Grinder: No m F o� A -
Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) goo s
�a Living Room ENVIRONMENTAL SERVICES, INC.
Septic Tank - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL. Septic Tank. 0 � N
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch N.o 1
Bottom Area: 0.74 gal/sq. ft. x 372.5 sq. ft. = 275.65 gallons �p P.O. BOX 627
Sidewall Area: 0.74 gal./sq. ft. x 78.72 sq. ft. = 58.25 gallons 0 20 40 50
Providing: = 333.90 gallons SgNITAR\P� EAST FALMOUTH, MA 02536
3 BE HOUSE FLOOR SCHEMATIC TEL/FAX : 508-539-7966
Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH,
s "
TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE
SCALE: 1"=20' DRAWN BY: CES DATE: MARCH 10, 2006
ON THE ENDS. NO STONE UNDER. SCALE: 1"=20' L--PROJECT#SD874 FILENAME: SD874PP.DWG SHEET 1 OF 1