HomeMy WebLinkAbout0022 CHICKADEE LANE - Health 122 CHICKADEE i ' .
Barnstable
TOWN OF BARNSTABLE
LOCATION Zl'etWe e SEWAGE# Zoo 1 - rl
VILLAGE ro-f /� le ASSESSOR'S MAP&PARCEL �3
c7,- �'v�'—y77
INSTALLERS NAME&PHONE NO. �f Vr /Z �/4 q 3,2
SEPTIC TANK CAPACITY /, O O O
LEACHING FACILITY:(type) e 4,4., �,et j (size)
NO.,OF BEDROOMS
OWNER /r/ /r�o`i �� c i►'� J! �'
PERMIT DATE: / - COMPLIANCE DATE: /lL Al o
Separation Distance Between the:
I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
I 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) w Feet
FURNISHED BY /,/�
,�A1,14e e.
� as
7- _39 o y ®r 06
Town of Barnstable P#
Department of.Regulatory Services J�
Date - 10
Public,Health DivisionSTAKA
{- ;
*KA 2(16 )0 Main Street.Hyannis MA 0260j1
si / ( Fee Pd.
Date Scheduled lime
o'p SuitabilityAssessment for , pwacge Dim. ar -
yWitnessed B
Ma
Performed By: rs
LOCATION & GENERAL INFORMATION
Owner's Name
Location Address
Address, �sL,
^ �� �'1 ` Engineer's Name .�.. �J '
Assessor's Map/Ptcel: �( l G'� �.• .+ u E
REPAIR t #I Telephone'#"3
NEW CONSTRUON - .' M �,�. •.>.'
' Surface Stones
Slopes M
Land Use; ' ft
ft Possible Wet,Area —ft Drinking Water Well
Distances from: open Water Body r
Other ft
6,ainage Way ft Property Line TO
ft P+'.
SKETCH:($treat name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
-
4.
-- °ca - -------
fEtf C-) t
cr:
r
ca m
i Depth to Bedrock
Parent material(gedlbgic) A r
0 ! Weeping from Pit Face
Depth to Groundwater..Standing Water in
Estimated Seasonal,:High Groundwater
D&MVIINATION FOR SEASONAL HIGHWATERTABLE n
Method Used: in. Depth to 5011 mottles; t f<•
Depth dbserved standing in obs.hole: ; {n, Groundwat r A usttrtent
Depth to!weeping from side of obs.hole: 3 Adj.factor, Ate Gtnundwater Lt vul„ g �t
Index Well# 41? Reading Date . index Well•level .-..
11 Ott
PERCOLATION TEST
DateIme
.�' Timeet9" ---
Observation
cr. ;•
Hole#
n Q 11 Time at G'
Depth of Pere. ��_
Time(9"-6•�) �__,_,^ __.w._..._
Start Pre-soak Time.'@ V ►.a '• � �
End Pre-soak
Rate nJlnch
ivr +t
Site Failed Additional Testing Neeifed 97Y )
Site Suitability Ass0stuent: Site Passed�- n Back
Han Observation Hole Data To B
Original: Public H e Completed o
you must first notify the
***If percola#on test is to be conducted within 100 of we to' eginning. /
Barnstable C4#servation Division at least one(1)we&prior
r
DEEP OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Struc re,Stones,Boulders.
iConsistencv.%Gravel)
IN,40k
�C6�tab M--C Sa)A 2.0 ;25-f36%
C6tcb�
DEEP OBSERVATION HOLE LOG c' Hole:#' 2
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling
(Structure,Stones,Boulders.
' C nsl9 %Gravel)
`3
It ¢-S
6
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Crinsistenc X.%Gravel)
'DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture 'Soil Color ___ Soil Other
Surface(in.) (USDA) (Munselli ' Mottling (Structure,Stones,Boulders.
consislocy.%QaHl)
r�
Flood Insurake Rate Map:
Above 500 year flood boundary No— Yes
Within 300 year boundary No t� Yes
'. . Yes., ,
within 00 earfloodbounda` 1Vo____
W 1 tY
Y a�
Depth of NatutallY Occurring Pervious Material
Does at least fo feet of naturally occurring pervi us material exist in all areas observed throughout the
area proposed Or the soil absorption system? `�J2S
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;nviron ental Protection and that the above analysis was performed by tide consistent with
the required training expertise and e e ' ce described in MO CMR 15.017.
Signature Date
Q\SEPTICIPERCFORM•DOC
No. y " Fee lA
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpplication for MigozaY gpp5tem Conztrurtiun Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System Mindividual Components
/
gionAAddreep or Lot No. Z z ciniC.�'.aeZ �, Owner's Name,Address,and Tel.No.
sor's Map/Parcel a S RM E
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
So9—SOBS - 53 -'�9
Type of Building:
Dwelling No.of Bedrooms 4 Lot Size O sq. ft. Garbage Grinder (ni/f
Other Type of Building ' m6ne_ No.of Persons oZ Showers( ✓S Cafeteria(
Other Fixtures LA4 wros j cmXAk
Design Flow(min.required) 4 4 O gpd Design flow provided 451 .91 gpd
Plan Date (Q:—C) Number of sheets I , Revision Date
Title ,Rn iJi e e s secy-s1 C Si S-`meM V DgRgae
Size of Septic Tank ` - Type of S.A.S. 3'�� cQclN• C
Description of Soil L.) 2 `\,ovo V1 .
Nature of Repairs or Alterations(Answer when applicable) , An G_�X rys�)
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 top ce the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed e _
Application Appr v d by- to
Applicati y:: ate
for the following reasons
Permit No. n Date Issued
'�.-�++Y.Jyi1 .��,. .v1M"\' �r'..t+i T y�yJ' �m.'�. .r,lltl.G....\ `- .. .�.z- �r. _.. .. .s_ --^ Y _ ♦_
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:
P PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes
` ZIpprication for bf0po.5ar *pgtem Con5truction Permit
Application for a Permit to Construct( j Repair Upgrade( ) Abandon O ❑ Complete System Individual Components
Lopation Address or.Lot No. C 1 C`` �f�Q j,�. Owner':s Name,'Address,and Tel.No.
Assessor's Map/Parcel �, c
t
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
r.�►u-
Type of Building:
Dwelling No.of Bedrooms Lot Size 0 sq. ft. Garbage Grinder (tear
Other Type of Building No.of Persons cq_ Showers( Vf Cafeteria( k)-
OtherFixtures Lr,,\i P,--y , �� Cv\v \ �,,:�� . I_r^�Qo���
Design Flow(min.required) gpd Design flow provided �7` gpd
Plan Date Z- (.0 Number of sheets Revision Date
` Title
c:x Size of Septic Tank ( _� =;`V- I , LiO, C,o C, Type of S.A.S. .J _ -Lc) C:,C _
Description of Soil
' II
.w Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
r
Agreement: l!
The undersigned agrees to ensure the cons,tructid&And maintenance 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
I Compliance has been issued by this Board of Health.
Si ned /, T= �.c /'' �`. . ,, m�,`r' � /,i Date
g
Application Approved byDate /
Application-ROpP dby: 'I r/,�. ® // �° s`r f%J�/f {'Date / !✓�
7-
for-the following reasons
v
Permit No. Date Pssued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE;"MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded ( )
Abandoned
h( )by J/ -46_(t' )i'l ,�'.' \. !
at �/ Arft - 11r
�!,� /��,t..'� ��,t�;(;� (� 1 r(°,�r'tr�s'1been constructed in accordance
with the,provisions of Title 5 and the for Disposal System Construction Permit No. L�I dated _ f
installer (#�i ,F'F � 1(r`rf✓ f!f% Designer ��+ ('`(-, ir"!/-"
#bedrooms Approved design flow 1 1/.? gpd ,
The issuance of this permit shall not
fbeconstrued as a guarantee that the system w'l'funcction as designed
/",� ? /f�
' Date ift 11 a f..r,'r, Inspector .% ?-
-
---No. � --- ----------------- � Fee - -
THEiCOMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
'i5pogaY *p!9tem Construction Permit
Permission is hereby granted to Construct ( ) Repair ( pgrade ( ) Abandon ( )
System located atif
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 provisiors or special conditions.
Provided: ConstrAtion must be completed within three years of the date of this ,ermit.
Approvedby'
Date A� I' I�1��✓ pp
r Y�� y
• a
Town of Barnstable
OFIKE f�, Qn Regulatory Services
• Thomas F. Geiler,Director
RUWSTABUF4
MAM �0 Public Health Division
iOrEn n�+" Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: o
Designer: _Shay Environmental Services, Inc. ..Installer: _ )_ �--tlk �0t A
Address: P.O. Box 627 Address 4 9 `Ty1S?lt
East Falmouth, MA 02536 h g5h e. H A- y 2-G45
On a CJ� R° 5Ol R- N 5 I was issued a permit to install a
( ate) (installer)
septic system at 2 L CAI,,CwpoEF l..w CIO kavvy \\e based on a design drawn by
(address)
Shay Environmental Services, Inc. dated J 15�e
(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.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.
� �N OF MgSS,y
CARMEN
(Install is Si ure) o E. v
SHAY
No. 1181
� a
�- SgAU Wp�
(Designer's Signature) (Affix Desi p 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
THE COMMONWEALTH OF MASSACHUSETTS
BOARD PF HEA T
/.�....... . ......OF...:... .- ........ .............................
Apphra$ion for Disposal 10jarks (9jaudrurtiou Permit
Application is hereb m de for a Permit to Construct ( ) or Repair ( ) an Indivi ual Sewage Disposal
syst at: , Gaf�2
... �. .. ... ............. ......-..s.X. ................... ........................ .......
c Address or Lot o
i //7 Lo (�,�
r.... .uaa..... .. .... ••••....... .. .... ....................................
II v wner A dress
..
Installer Address
/d_ �'
Q Type of Building Size Lot./'- _V-.w.......__-Sq. feet
Dwelling No. of Bedrooms....................................Expansion Attic ( ) Garbage Grinder ( )
�1 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 capacity) allons Length................ Width................ Diameter..........- Depth...............-
x Disposal Trench—No..................... Width........VI Total Length-__.--___-- ....... Total leaching area....... ..:..._____.sq. ft.
Seepage Pit No.___ . DiameterAki........ Depth below inlet........(a..I...... Total leaching area. f-__d__'Y.sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Resins Performed bY.................................-........................................ Date........................................
aTest Pit No. 1.....___________minutes per inch Depth of Test Pit-------------------- Depth to ground water________.__..-_-_-.--__.
r3� Test Pit No. 2................minutes per inch Depth of Test Pit_:_____--_-___-_-_ Depth to ground water____-___-__-___-__-____.
Descriptionof Soil................ - -��- -----------------------=-,-------------------------------------...----------
IT, ---------------------------------•..............................................................................................=.......................................................................
VNature 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 Article XI 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. f
Siged....------A--•---•-------------------------------------------•--....--•---•---- -------------------- ......
dte
Application Approved By....-- .,.... ...... -------- r..-.-... = C l -•��.
Wt-_
Application Disapproved for the following reasons--------------------- --------------------------•-•------...•-----•----•------------------ ----..............
........---•-----------------••----....--------------------------------------•--••--••----•---------•----------------------------•-----........ ......---------------------•----......---------.......
Date
PermitNo......................................................... Issued.
D- e
------------------------------------- ---------------- --- ---------- ----- ------ ----------------------------------------------
...................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD 9F HEALTH
s
&° ?.................OF.....
.... --... .................................
Applirafiutt for Disposal Works Ta nstrurtiutt Pumit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Indivi ual Sewage Disposal
Syst a
•Loc Address ti or Jot t T,�✓
.. �•3 l-4 .... �. ...................... ..•..... .. ;,. ..
caner A dress
s.. �j?.. f.: ... Installer ............................. ............................................Address..... .---•-•........ y ...._
1�`t
U Type of Buildin_g� Size Lot. --- --=----------71
Sq. feet
Dwelling No. of Bedroom s........ ............................Expansion Attic ( ) Garbage Grinder ( )
a`4 Other—T e of Building ............ No. of persons............................ Showers
YP g -----•-•--••••-- P ( ) — Cafeteria ( )
d Other fixtures ---------------------------••-•----------------------------•- _
W Desi Flow....................... allons er person per day. Total dail flow...... ---gallons.
P P P Y Y
W +..Septic Tank—Liquid capacity.f4._ ga_�llons Length................ Width_.............. Diameter................ Depth................
x Disposal Trench—No..................... Wth._.._._. .. __. Total Length........... Total leaching area...._. .._..._... sq. ft.
Seepage Pit No____ _ _________ p g .Diameter. , . ____._.. Depth below inlet........ ........ Total leaching area.____.__.. _.sq, ft.
Z Other Distribution box ( ) Dosing tank ( ) v
aPercolation Test Resumes Performed bY.......................................................................... Date........................................
Test Pit No. 1.....__.._.::...minutes per inch Depth of Test Pit_................. Depth to ground water-_.______---___:-...___-
rX.4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
.............. ----------- ......-----••--
ODescription of Soil----••••...•......_.n c _.�.�<a. ..._��a;. :,.••------------------••--•--•••......•---••......••••--._...-----•---•••••••.....•---
U ---•--•..............................................•---•--------------••..._.....---•--....__...--••----•---...---_.....----•------....._..---•-•---•.........----•-----......_._.._....._...•---.....
W
-••------------ ................................................ -••.•--•---------•-------............------------•-•---•-----....------. .............................................................
V Nature of Repairs or I Alterations—Answer when applicable................................................................................................
------------------•-----......................................•----•------.................._•---•---....---------------•--•.._..--------------......------------------..........__.____.......
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage.Disposal System in accordance with
the provisions of Article NI 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.
Sied_ -----•--••..............•..._...... ----
�'�k
Application Approved By...... ......... -. -: --- ffc.�:�l
D6te
Application Disapproved for the following reasons:.................... ...........................................................................................
...............................••.........-•-••-•••••-----•-•••........-----•••........._..............--.••...•••-•.....--------•-••-------•--•----•••-•••----•--•=-•-••-•------•••-...-----...___._____
Date
Permit No......................................................... Issued. i
Date
THE COMMONWEALTH OF MASSACHUSETTS
1 BOARD
F H.EA
' ...........O .. . ......a . . ..
Ta ifiratr of Tomplia use /�
T S TO CERTIFY, That the Individual Sewage Disposal S Isterrl constructed (�) or Repaired ( )
by....... - . . ..... . .............................................
� - - .
has,been installed in accordance with the provisions of Article XI o5. h� S ate Sanitary Cffode •s desc ibed in the
application for Disposal Works Construction Permit No................................. ....... dated....6-/...`tf_... ..:."'"........
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARA ZEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
t DATE .................. Inspector..... •.......: .....•-- ......... ............. ._
THE COMMONWEALTH OF MASSACHUSETTS
BOARD Of HEAL
.� �~
No............... ...... FEE.-.2...............
Permission reby granted.....-� ,.. _ !t.'''....... ....�'= __.__••-•-.-- ...................
to Constrtwt Repair ( ) a Indi�v ual 5 wage posal System
;d
at No... . l., ...
:. ...` ... �.: df6t .... �' ''s... ....................................
... . ...
treet
as shown on the application for Disposal Works Construction er it No. '. ll y., .. ated...., f..__ _:. _.. ...
.
..
�/ _ ..-'"` . ... ............. ....»
dp1er��'6 •73 Board of Health
--
DATE- -•-- ----- .........................................
FORM 1255 HOBBS & WARREN. INC.. PUBLISH 5�
t
10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ALL OUTLET PIPES FROM THE •
Existing Foundation house to septic tank CHAMBER ACCESS cover must be SECTION A -A SET LEVEL FOR AT LEAST 2 Fr. 12 CONCRETE COVER
Ss tic to town must be D-BOX cover must be within 8• of finished grade DISTRIBUTION sox SHALL eB e
TOP OF FOUNDATION = ELEV. 100.00 (Assumed) p
within 8 in. of finished grade wtthin e• of finished grade PROFILE VIEW OF LEACHING SYSTEM +r' ' ';
Gross over Septic Tank- 99.80 Grade Over D-Box- 98.00 /�0r ode over SAS- ELEV 98.00 3-S•OUTLET u ". �., 2 1'
- {! KNOCKOUTS
// :r
/t •y r/e'- rp•sa.lw F,s,kws e.8• OUTLET a h
�•w r r •wkww CryWi stow 1r INLET
H 10
S 0.02 EXIST. 5�0.01 or 3 ISTEB X 0.010" per foot Top of SAS-Etev.=95.25 s' ns• f i �2Ghidcerioe Ln II
3s' Orwater P f Av .
EXIST. PIK u� 1,000 GAL. 18.s• W`"' "-
FROM EXIST. FOUNDATMN `� a SEPTIC TANK g 1as•
11 9 20� Effective °sptl' PLAN SECTION CROSS-SECTION � '-
11 H-10 r3 o c o o C3
CONCRETE FULL fOUNCATXI �e > rn I4' 5' 4' 3 Units ! 8.3' = 23.3'
6 h.of 3/4"-1 1/r -4 > II �J it , -
4 z5.5 4 3 HOLE H-10 DISTRIBUTION BOX y
SYSTEM PROFILE compacted stone $ 3' n NOT To SCALE '
Not to SCOIo - C Effective Width r
'c I 5 STRIPOUT ALL 3• '
AROUND Effective Length
6 k,.of 3/4•-1 1/2• TO ELEVATION 90.00 0 SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES
compacted stone L m
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Bottom of Test Hole 2 Elev.- 84.00 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST 1. Contractor is responsible for Digsafe notification, VERIFICATION
T Obs. Groundwater - Test Hole 1 Elev.- $4.00 AdJ Per CAPE COD COMMISSION - 3.5' - ELEV. 87.50) Not to Scale and protection of all underground utilities and pipes.
♦PROJECT ADJ. Groundwater - ELEV. 87.50 2. The septic tank on j distri yjion box shall be set
level on 6 of 3/4 -1 1/2 ' stone.
PERCOLATION TEST 3. Backfill should be clean sand or gravel with no
Note: Remove soil down to el. 90.00 (Estimated) & stones over 3" in size.
4. This system is subject to inspection during installation
C replace With Clean coarse sand w/pert. rate less than or b Carmen E. Shay - Environmental Services, Inc.
Date of Percolation Test: NOVEMBER 6, 2006 � y Y
Test Performed By. CARMEN E. SHAY, R.S., C.S.E. � or equal to 2 min./in. before & after placement 5. The contractor shall install this system in accordance
Results Witnessed By. WNALD DESMARAIS ( BARNSTABLE B.O.H.) with Title V of the Massachusetts state code, the approved plan
Excavator: SHAY ENVIRONMENTAL SRVCS., INC. (40 .rG� and Local Regulations.
Percolation Rate: 2MPI ® 48" �p F00 6. If, during installation the contractor encounters any
T soil conditions or site conditions that are different
from those shown on the soil log or in our design
Test Hole Test Hole �``�,, OF 9 9
No. 1 NO. 2 I W�4Y� installation must halt & immediate notification be
DEPTH SOILS ELEV. DEPTH SOILS ELEV. i made to Carmen E. Shay - Environmental Services, Inc.
- 7. No vehicle or heavy machinery shall drive over the
0 94.00 0 94.00 I septic system unless noted as H-20 septic components.
Sandy Loam Sandy Loom i �` ``�� 8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
10 Y 3/2 10 Y 3/2 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
0"-6• A 93.50 0"-6• A 99.00 �� �'��� 10. All solid piping, tees & fittings shall be 4" diameter
Sandy Loam Sandy Loam j �� ��� Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water is Connected to The Residence and Abutting
10 B+/e 10 B./e ` ¢� \ Properties Within 150 Feet.
6"- 24" 97.00 6'- 24" 93.50 ; ��\,. ' �� `�\
slit slit 1 ��� `.� ��� THE PROPERTY LINES ARE APPROXIMATE AND
Loom Loom 1 04' �� �� `� COMPILED FROM THE SURVEY PLAN GENERATED BY
24"-48" C, 90.00 24"-48" C, 90.00 i O `� `� `� - ED KELLOGG, PE, MA, PLANK BOOK 172, PAGE 51
N - `� "SUBDIVISION PLAN OF LAND IN CENTERVILLE, MA"
Mod.-Coarse Mod.-Coarse I '� �„ -' �� ��� .� `� DATED SEPTEMBER 22, 1962 & THE DEED DESCRIPTION,
Bond sane141% I �� `� ` IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
2.5 Y 7/4 2.5 Y 7/4 - j I i `� \\
. I �� < - THE SEPTIC SYSTEM INSTALLATION.
46•-120• CA 84.00 48-120 � 84.00 I t
i I 3
I IN, SP-
20 � _ .\ � � �� EXISTING LEACH PIT TO BE PUMPED OUT AND
\� �\` FILLED IN PLACE
f J t ,3 a ' `\ �\ �\ , NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
Pert 1LOT 16 f•.•= • � �T---� r._. o.,. , _T PIT TO,BE DISPOSED
__.
Depth to Perc: By Seive Analysis in ,the C-2 Layer i t`t t : • , �_______---_- OF AS 'PER BOARD OF' HEALrH SPECIFICATIONS.
Pert Rote= 2MPI (by Solve Analysis) 1 g••t / - ,
I r • i EXISTING �� `�� NO WETLANDS ARE PRESENT,WITHIN 200 OF THE PROPERTY
AIW247/ZONE C - INDEX = 23.3 for 11/06 r /rEST{HOLE If ` 1 .
ADJUSTMENT 3.5 FEET i 93.6,�i�• p i ELq.= 94.0r CAJtAGB ��� ASPHALT i ASSESSORS MAP 234 PARCEL 021
OBSERVED H2O Elev. 120 or ELev. 84.00 D- x i �`DRIVEWAY 1 Q
i. d 1
1 J ---
1 j �d i• } y I� d LEGEND�w�-- U-
Design Calculations i 5::+ e, ,'i'I 1 ' r _ r-�� 0
Mur fcfpof-wet' .4. �� t i `I DENOTES PROPOSED
Number of Bedrooms: 4 Equivalent to 440 Gal./Day 104X 1 SPOT GRADE
Garbage Grinder: No VV.. ZE
Leaching Capacity Proposed: 440 Gal./Day i k941 I IDECK i I i i DENOTES EXISTING
Septic Tank : - 2 x 440 Gal./Day = 880 USE EXIST. 1000 GAL. Septic Tank. ` ��EST-Hats #y�i j ; I I O~ X 104.46 SPOT GRADE
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 1 ELEV.= 94.00 I EXISTING I I j LLO
Bottom Area: OJ4 gal/sq. ft. x 435.50 sq. ft. s 322.27 gallons ' 4 BEDROOM i 1 I ► PL PROPERTY LINE
Sidewall Area: 0.74 gal./sq. ft. x 186 sq. ft. = 137.64 gallons ' MOUSE I I i
Providing: = 459.91 gallons Failed EXIST.
`� Leach Pit 1000 GALLONzz I ; 96P-- PROPOSED CONTOUR
Use: (3) PRECAST 500-C UNITS, HAVING A 2 EFFECTIVE DEPTH, I SEPTIC TANK I I ► }
TO BE USED WITH 4` OF WASHED STONE ON THE SIDES AND �� j I j V -- - -- -97 EXISTING CONTOUR
4' OF WASHED STONE ON THE ENDS.
UNITS TO BE SEPARATELY PIPED DEEP TEST HOLE &
`� PERCOLATION TEST LOCATION
2-te• DIAM. ACCESS MANHOLES l� _ i I I
,. �� `�\ �. -•1 ,' h I i ; •-----. 6 FOOT STOCKADE FENCE
° •"•4::,Le,i<..�r1.�s�.'••ria..:.iME Z ..j; ; �- t �\ I I'
I ` � `� i �' ,1 II REV.: 12/14/06 - Donna
THE ACCESS COVERS FOR THE SEPTIC TANK. LOT #29 1 LOT P LAN
INLET 1 l DISTRIBUTION BOX AND LEACHING COMPONENT `
OUTSET DEEPER THAN 8 INCHES BELOW FlVISHm % .` LOT #27 1
GRADE SHALL BE RAISED To VMTHIN a OF
FINISHED GRADE f8,430 Square Feet
OF PROPOSED SEPTIC SYSTEM UPGRADE
INSTALL TUF-TITE CAS BAFFLES OR EQUALS 1¢ ♦ 1 t
'. ;r ;�f�-- :•-. , ;�.- ^ , �'. 4'
PREPARED FOR
STEEL REINFORCED PRECAST CONCRETE _ � �\ - MS. M I R I A M T R I M B L E
PLAN VIEW I; 1
I
-3-24' REMOVABLE COVERS ��` -- ; AT
LOT #28 ; #22 CHICKADEE LANE
. . .,. f • -•�... ., 4• •:• PROJECT BENCH MARK ;
min. C1"(31. TOP of FOUNDATION C ENTERVI LLE MA
INLET a min r min. Inlet to outlet 8.mti 13•f ' ' T
rii� u�T.wi- 01T1ET r' ELEV. = 100.00 (Assumed)a' _rl Iltie, _r
B 4'-D• min i c EPARED BY:
ON soft Liquid depth s t q AR1L1�'N SHAY
Bedroom m Bedroom Kitchen ; ��� CA N E.
.» 1 o V
GARAGE SH N IRONMENTAL SERVICES, INC.
g-0. 4,._10• Bedroom 1 P.O. BOX 627
CROSS SECTION END-SECTION Bedroom LIVING Dining �F S S EAST FALMOUTH, MA 02536
ROOM AN/TAR\ TEL/FAX : 508-539-7966
USE EXISTING 1000 GALLON H-10 SEPTIC TANK 2nd Floor 1st Floor SCAL : 1"=20$ DRAWN BY: CES ATE: DECEMBER 6, 2006
4 BR HOUSE FLOOR SCHEMATIC
NOT TO SCALE PROJECT#SD998 FILENAME: SD998PP.DWG SHEET 1 OF 1
I