HomeMy WebLinkAbout0064 EAST OSTERVILLE ROAD - Health '64"Easf OsfdNitle Road
Osterville
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
2 pplication for Ziopogal *potent Construction Permit
Application for a Permit to Construct( . )Repair Upgrade( )Abandon( ) El Complete System Individual Components
Location Address or Lot No.4,q qA5 5 R-,6 Owner's Name,Address and Tel.No.
Assessor's Map/Parcel i
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Ida` 5a&c 5,1C. 5why (;'Q-C1' 3, vC S-
Type of Building:
Dwelling No.of Bedrooms Lot Size Q 6 sq.ft. Garbage Grinder( .
Other 'lj�pe of Building No.of Persons 4 Showers(� Cafeteria
Other Fixtures r
Design Flow c),41)0gallons per day. Calculated daily flow gallons.
Plan Date �5' Number of sheets Revision Date
Title
Size of Septic Tank 7 Qc Type of S.A.S.
Description of Soil �� � (.��c�
' x ,d S TL e}le
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 Certifi-
cate of Compliance has been issued by this Board of
Signed Date
Application Approved by Date
Application Disapproved or the following reas
Permit No. Date Issued .114
TOWN OF BARNST LE
LOCA.gON �"TeYO SEWAGE # -702)�—rI5
'VILLAGE �ST��.�� ASSESSOR'S MAP &LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY / 600
LEACHING FACILITY: (type) (size) Sc -C t
NO:OF BEDROOMS
BUILDER OR OWNER 0
ERMITDATE: �7�� COMPI-JANCV DATE:
Separation Distance Between the:
Maximum Adjusted Groundwa er Table and 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
Act�.
ICJ
f.
No. / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for 30ie;po!5a[ *p5tem Congtruction 3permit
Application for a Permit to Construct( )Repair)10pgrade( )Abandon( ) ❑Complete System,Individual Components
Location Address or Lot No.44 �p,S T fZr—k Owner's Name,Address and Tel.No.
Assessor's Map/Parcel M 1 dv. H e— M
1 6,514 Scwyw
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
C SJC
& S ip3�r~
Type of Building:
Dwelling No.of Bedrooms _ Lot Size Lo 6 6 sq.ft. Garbage Grinder
Other Type of Building ax-110 No.of Persons Showers Cafeteria
<, i Other Fixtures
Design Flow �,n _ gallons per day. Calculated daily flow gallons.
.. Plan Date �-1TI n Number of sheets Revision Date
Title
Size of Septic Tank per--- Inrl,l Can Type of S.A.S. � I k)ri z _ A yes eS
Description.of Soil S� ,r- — n 1�1 I c x1
I -
Nature of Repairs or Alterations(Answer when applicable) ,oi
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage'di'sposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Boaz of Health7-
Signe A Date L r
Application Approved by _ Date
Application Disapproved r the following reas ns
i
Permit No. 1� — I'�.S"� Date Issued 4j /v
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CER that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(�)�
Abandoned( )byC`
at _ � j_ O 57,rM v r has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. h�dated
Installer =—,I LntE± C Designer
The issuance of this perpuit shall not be construed as a guarantee thatrthe sy term unction as designed.
Date L LOT---- Inspector
_ .. .. - No
�————� —------- — ---.---.--------Fee
THE COMMONWEALTH OF MASSACHUSETTS
,.0-6 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mie;pozaf *pgtem Conztruction 3permit
�} Permission is hereby granted to Construct( )Repair( )Upgrade j,}-Ab"Andon( )
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 5 and the following local provisions or special conditions.
Provided: Constru t'�On mu t be completed within three years of the date of this f erm t
Date: Approved by
p,-
TOWN OF BARNST LE
LOCATION
. 1 SEWAGE #
VILLAGE ,
ASSESSOR'S MAP & LOT �-
INSTALLER'S NAME&PHONE No. C
_ t
SEPTIC TANK CAPACITY
�.. LEACHING FACII.ITY: (type) c
.(size) x f��'A t
NO.OF BEDROOMS
BUILDER OR OWNER
PERM"
TTDATE: y�,27'C.�;�
COMPLIAN DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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)
r Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by Feet
3 '
i •
/`
tL
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
c-�
,_�.A hereby certify
A� y that the engineered plan signed by me
dated t,:. 'C-s-5 concerning the property located at
meets all of the
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 1,9,00 +•adjustment for high G.W. _ 1�O
DIFFERENCE BETWEEN A and joib, 41n(r()
SIGNED DATE: 4
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.
S.
gASepdc\percexaW.doc
14
Permit Number: Date:
Completed by:
HIGH GROUND-WATER LEVEL COMPUTATION
Site Location: (D 2 A�i� � ���,Z ��� �° f� '�i� Lot No, 57
Owner:_ Address: ONO
Contractor: Address: >•
Notes: 1
STEP 1 Measure depth to water table
tonearest 1/10 ft. .............................................................................. .Date .
month/day/year
STEP 2 Using Water-Level Range Zone
and Index Well Map locate
site and determine:
OA Appropriate index well..
............ �1t
OBWater level range zone .. ...............................................
STEP 3 Using monthly report "Current
Water Resources Conditions"
determine current depth to
�1
water level for index well .......................... 3 '+
month/year
STEP 4 Using Table of Water-level Adjustments
for index well (STEP 2A), current depth
to water level for index well (STEP 3),
and water•level zone (STEP 28)
determine water-level adjustment
.....................................
STEP 5 Estimate depth to high water
by subtracting the water•
level adjustment (STEP 4)
from measured depth to water
level.at site (STEP 1) ........... Cfi
�... ..................
i
h
Figure 13,-Reproducible computation form,
15
Town of Barnstable
�INET Regulatory Services
* * Thomas V. Geiler,Director
* *
* BARNSTABM
Public Health Division
p'FD1Aa'��` Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 4/28/05
Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services.
Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street
MA 02536 Yarmouth, MA
On 4/27/05 Robert Septic Service was issued a permit to install a
(date) (installer)
septic system at#64 East Osterville Road, Osterville, MA based on a design drawn by
(address)
ShU Environmental Services, Inc. dated 04/26/05
(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.
\\A OF 44,18
' q
CARMEN
(Instal er s Signature) o E `a
-SHAY
G�STE�
(Designer Signature) (Affix Desi 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.
' l
Q:Health/Septic/Designer Certification Form
.l
054,
L0,C A T ION SEWAGE PERMIT NO.Z/� -
V I L L A G EI L'__-�__L /�
Imo.s�cs��'G�11e
INS A LLER'S NAME & ADDRESS/
.i
IJU1'LDER OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED. �� _ � �
T -- qf7
&05e�9
No.........................
Fps..............................
v
THE COMMONWEALTH OF MASSACHUSETTS 4
BOARD OF H EA TLJ
............
App iratiuu -fur Uiipusttl Works C onstrurtion Vrruift
�`Q Application is hereby'made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
Syste5 at
... _-__------ -- - ------16/------- ••. _ .-••---------------
ocation- ss or I,ot Now
._.. -----• -•---- - - ................................
e Own ,♦ ess
W
Instal er Address
d Type of Building Size Lot------ _®_O Sq. feet
U Dwelling No. of Bedrooms............................................� g— Expansion Attic ( ) Garbage Grinder ( )
p, Other—Type of Building ____________________________ No. of persons.--______--___-____-____..._ Showers ( ) — Cafeteria ( )
Otherfixtures _/!^t '----_--•------------•--..--.-------------------------------------------------------
Design Flow............S770____________________gallons per person per day. Total daily flow..............:'�_Q__Q...............gallons.
WSeptic Tank—Liquid capacity] _-_-_-- a ons Length---------------- Width---------------- Diameter-..------------- Depth.._.---_-.-----
x Disposal Trench—No_ ____________________ Wi _______-___.__.___. al Length_._____________:___. otal le ing area.-------------------sq. ft.
Seepage Pit No.....l t. -in1eG ___ _ _ ling area. _._ ___. sq ft
z Other Distribution box ( ) Dosing tank ) d,9 ��
'-
Percolation Test Results Performed by....=-.... .._ t.. . _ _._.I/._- _/Lt.�9:__. Date_____ ____________7-�
tom/
Test Pit No. 1........
a;----minutes per inch Depth of Pest PI ____________________ Depth to ground water...-_--..__--..--
f4 Test Pit No.-2................minutes per inch Depth of Test Pit..-__-.-__._________ Depth to ground water-__-.----__-___-_--_.___
P •------------- --------- ----- -
rr
0 Description of Soil.-.__-.-v_' 2
- ------ ------ -
x = _ --------- -----�._----------------------- -------
W ---
U Nature of Repairs or Alterations—Answer when applicable---------------=---------------------------------------------------------____-.--.__._-....
I "
-----------------•-•--•------•---------------------------_-__-__-•-•----------••-------••---------•-----------------'-
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 bo d of hpalth.
Signe
----------Y • ¢ y�
aH to
Application Approved By------- Ffr-> �6 1 -- ---------------------- ....Z�-- /A--.7-7-__-_.
Date
Application Disapproved for the following reasons-------------------------------------------------------------------------•---•-•---•-----------------------------
-----------•-----•-----•-------------------------•-------------•••-•-------------------------•-------•-- •---•-•-----------------•----------•----•--------------•------------••-----------------------
Date
4,
-u. Permit No......................................................... Issued........................................................
t_ Date
-------------------------
x
v�
' THE.COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEA T"H
r
Lion for Diqun.5ttl Worka Cnnnstrnrtion Vrrutit
Application is hereb made for a Permit to Construct ,,,moo—r'Re air an Individual Sewage Disposal
PP Y ('�" ) P ( ) a P
S..........................................st r-?'"..
ter! & 1` e, ----------------------••---__--•---
r
� ocatmn-i5eddress or Lot No
R Own ��.yr �y,q stress
a L ..... ...................... -•--- „� °"r{/fir ^�"!°� —
-------
installer " Address
Q Type of,Building - y i' Size Lot...../ `_ -Sq. feet
U
Dwelling—No. of Be''rooms................. '_�_.___._---.---Expansion Attic ( ) Garbage Grinder ( )
a Other—�tl Other fixe of t3uresingio. of persuns____________________________ Showers ( ) -;Cafeteria ( )
----------------_
a
Q ..............
W Design Flow...............�ll ..........___.____..gallons peri person per day. Total daily flow.----__ ...........................�_C O ...gallons.
W Septic Tc:nk—Liquid capacity!��iil n os Length---------------- Width-------. -_. Diamete'r-------.-------- Depth----------
._. .
x Disposal Trench—No Wid htal Length------ - otal' e ling area......................sq. ft.
Seepage2Pit No.___ lDt 'Ot �t _. ls"eltaWinlett-,,��}`` -''�._ eachingarg.t ( sq. ft.
Z Other Distribution box ( )� Dosing tank qr� G'�9 `
a
Percolation Test Results Performed by...r"'" _ � '±-- -- -/.. ---- Date---.I� �"'
.a Test Pit No. 1------__ minutes per inch Depth of 'Pest P ..___ ___________ Depth to ground water.._.._---_-_--.--.-----
f� Test Pit No. 2________________minutes per inch Depth of Test Pit..._-_--_-_-___-_--- Depth to ground water--.-..____------.--_---.
{
D Description of Soil-- -- 44,- f- w__ • --` - - ' }
x ------------ ---
W
--------------------------
-----------
U Nature of Repairs or Alterations=Answer when applicable---------- -------. .............. .............................'-------- _.- _.-..
.............
--------------------------- ------- --------
Agreement
The undersigned agreesr',"'to install the aforedescribed Individual'Sewage Disposal System in accordance with
the provisions of Article X'rof 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 offhealth.
Signe .r99F'r`/ .
i . 'Application A ' roved B _.___.__ _y... : ! Date
PP Y 1 = ,�--------
Date
Application-bisapproved for the following reasons":. .-•---------•-------•- ----------------------------•-----------------------------------------------
.............•-•---•--•......--......................................................•-•-•---------_--------------------------•--------------_---------------•----•-----------------------------------
Date
Permit No.............................--•--------•-••----•------- r Issued...........................==
Date
THE COMMONWEALTH OF MASSACFiIISETTS
- :rBOARD F HEA . z H� F n , � ' •
Trrtif irate 'Lld 'W"Bu rlianrr
yl ,,THI S TO CERTIFY t t Individual Sewage Disposal System constructed (4 or Re aired
P ( )
by. .............. ._ .................-� E .. -----------------
.ller
i
at d "r`'-` — d" ----•- 4 - -/r-r� Il✓f�
has been Installed in accordance with the provisions ofp le XI of The State Sanitary C I as described in the
application for Disposal Works Construction Permit N ,._ _._. , � ... _..__.__. dated...._ _"" "_�-`'..............
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------- . ! -i---------------------------•-•---- Inspector..... C-------------------------------
THE COMMONWEALTH OF MASSACIrUSETTS
r BOARD OF HEAL
.r
FEE........................
Bispoltt jularki, inn ,pnrti � rrntit
Permission is Eby granted '"'` ------- ----- --------:
✓ J ^a ;
to .ion truct� I or Repair ( a an divtd altage'Dins ,/ S -
at Nons �� '�-- a x ���' ' �` —
----------------
� � t,.. '•:<.+,r--A �,,r ..+v,.'.:.-.v ... stre � 5-•--'" nn /
as shown on the application for Disposal Works Construction Pe No.._. : _ ________ Dated__.._.d '...
�„� • --
Board f .-•-.--- .•---------
DATE------ ------ --------'�-� 7"`"
o Health
" I
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS t' ,
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*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A �MNnAt?vn1.u'
10' min. from - - - i OISTR6uTKR1 BOX SHALL BE a' \ cK. t�+•' ,it - •�,
ALL OUTLET PIPES FROM THE ua x
Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM XT LEVEL FOR AT LEAST z FT. 12• CONCRETE COVER � ;
Septic took covers must be D-BOX cover must be
TOP OF FOUNDATION ELEV. 100.00 (Assumed) with n 6 in. of finished grade
A\
within 6 in. of finished grade 3- 5.OUTLET .a ••-�.r_ 2c
?. Grade.over Septic rank - 98.50 Grade over D-Box - 99.00 over SAS - 99.00 .: 3". of 1/8" 1/2" Washed PfoatOne = _ ~.
•.
. � �`< .• KNOCKOUTS I
'• i' ,r..F' r '! I" tm. a i:o.
F
3 4" to 1 1 2 Washed Crushed Stone
/ / irl .
j � 7 { - -.-,.. 5 5- OU TLET ��t 12• INLET
AL
S 0.02 3 HOLE H-10 N TALLED r INSPECTION PORT TO BE
ST. BOX 3' Maximum.Cover AND 10 BE YIITHN 8.OF GRADE _ • _ 2 ,64 E OftsfNll•Rd
u') 1a, EXIST. s=o.01 or Greater Top OF System- Elev. 96.00 <
EXIST, PIPE Cl! $ 1,000 GAL. S,. 75.5• - 2
FRDI EXIST. rouNnATtaN - SEPTIC TANK to 15' 0.01" Per foot 0" Effective Depth 4• - SCH. 40 Te _ 1.75-
PLAN SECTION CROSS-SECTION -
H-10 (61
20' e ,:..,succ
> M cn 0 5 Units t! 6.25' 30' i •
CONCRETE rut FOUNWi _y � N Sri � 0.83' (10 inches)
xr ur
SYSTEM PROFILE 6 In.of 3/4--1 1/7- a 3 3L25' 3. 3 HOLE H-10 DISTRIBUTION BOX
compacted atone o u o' Oti 37.25' NOT TO SCALE ,00E .^., ;'=
Not to Scale 0,Wf F4rdlewtr d te-v�±xa NnREo
> 4' h �- 4' II Effective Length
c c o 11' IL ABSORPTION SYSTEM (SAS)
6 in.ef 3/4•-, ,/r o - GENERAL NOTES
compacted stone < Efrective Vidth S❑ 1. C ntraC
INFILTAtI"R❑R HIGH CAPACITY (H-20 LOADING)/ GE❑RGE ❑'BRIEN `
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE m Contractor is responsible for Digsofe notification
o (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes.
w Bottom of Test Hole 1 Elev.-88.00 NOTE OVERALL- HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" 2 The septic tank and distri ution box shall be set
Groundwater Observed _ NONE OBSERVED_ level on 6" of 3/4"-1 1/2" stone.
-- -- - ------ - ------- 3. Bockfill 'should be clean sand or grovel with no
stones over 3" in size.
4. This system is subject to inspection during installation
PERCOLATION TEST y men E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
Date of Percolation Test. APRIL 20, 2005 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 IB.O.H:) fi. If, during installation the contractor encounters any
EXCAVATOR: Shay Environmental Services, Inc.' soil conditions or site conditions that are different
Percolation Rate: Less Than 2 MPI ® 30" from those shown on the soil log or in our design
installation must halt & immediate notification be
Test Hole LOT #15 made to Carmen E. Shay - Environmental Services, Inc.
No. 1 LOT #14 7. No vehicle or heavy machinery shall drive over the
- --- -- - - O septic system unless noted as H-20 septic components.
DEPTH SOILS ELEV.
F --- 0 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends.
0 99.00 QA O�j �
Loam .\ t\ 9. All Distribution Lines shall be 4" diameter-Schedule 40. NSF PVC pipes.
Y \
Sand , \ I ! 10. All solid piping, tees & fittings shall be 4" diameter
10 rR 3/2 `� 1 ! / Schedule 40 NSF PVC pipes with water tight joints.
0•-12• A 98.00 1 100.00 f r
1 ! ! 11. Municipal Water is Connected to ALL OF The Residence and Abutting
Loamy �� i i i Properties Within 150 Feet.
j Sand - -
10 rR 5/6 �\ i LOT #5 i 1 THE PROPERTY LINES ARE APPROXIMATE AND
12"-30" Be 96.50 \� II it i COMPILED FROM THE SURVEY PLAN GENERATED BY
Medium y 1 18,000 Square Feet +/-I I BAXTER & NYE of OSTERVILLE, MA
i Sand �� j � CERTIFIED PLOT PLAN OF #64 EAST OSTERVILLE ROAD, OSTERVILLE, MA"
2s r 7/4 DATED DATED AUGUST 1, 1977
30"-132• C, 88.00 \ I I
Q � I I � AND IS NOT INTENDED TO BE A SURVEY PLOT -PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
I / r EXISTING'LEACH PITS TO BE PUMPED OUT AND REMOVED
Fall�d , : / 1
` Leah Pi / r
:. Y A:>,•r s,, :..=. NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
• • . 1 FROM THE "EXISTING LEACH PIT TO BE DISPOSED
OF AS PER BOARD OF HEALTH >SPECIFICATIONS. _
'
r THERE F7 S PRESENT T: IN, Cif HF 'P FR,... .._ .., ,_ �� 37.25 YO
ir TH__E ARE N0 W_ I_AN(a_ �RF... RE_EN. -WITH 200 __ T _RQP_ TY
Perc #1 LOT #6 . 1 PROJECT BENCH MARK
Ch
EXIST. 11000 GalcDepth to Perc: 42 to 60" l Se tic 1Tank TOP OF FOUNDATION ASSESSORS MAP 122 PARCEL 054
Perc Rate= Less Than 2 MPI TEST HOLE #1- I�' i i ELEV. = 100.00 (Assumed) I [�(� (� 'Observed Groundwater None Obs. ELEV.= 99.00 LEGEI VD
s 1i i r
• I 1 1 i DENOTES PROPOSED
• O EXIST. , 1 , : r r 1 � 104X 1
2-18 DIAM. ACCESS MANHOLES h 1 I 1 I 1 I SPOT GRADE
.� Deck
e Patio 1 1 1 r it ,1
1 X 104.46 DENOTES EXISTING
.._ SPOT GRADE
_.�
b EXISTING 1 li
1 3 BEDROOM '1 '1 PL PROPERTY LINE
T 1 / EXIST.
INLET ou T canACEIouSEr� PROPOSED CONTOUR
.-. v 9 6
THE ACCESS COVERS FOR THE SEPTIC TANK. #64 1 it
DISTRIBUTION BOX AND LEACHING COMPONENT 1 1 - - - -97 EXISTING CONTOUR
,:-+- +'-s -i;r. >r" r•r r-.-; SET DEEPER THAN 6 INCHES BELOW FINIS r 1 .1
GRADE SHALL BE RAISED TO MTHIN 6. OF I
STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. I 11 \\ I GRAVEL j
. , I \ DEEP TEST HOLE &
INSTALL TUF-TITE GAS BAFFLES OR EQUALS I I J i 1 \ 1 DRIVEWAYII
PLAN VIEW 1 1 PERCOLATION TEST LOCATION
/ I \
' ; 11 6 FOOT STOCKADE FENCE
3-24• REMOVABLE COVERS� I \ 1 l
i 1
1 I \ \
3' mini clearance 13• NLET ASPHALT
INLET. 8' min.T-12 min. Inlet to outlet g.me. I DRIVEWAY i �� / \ �� 1 p3
-- - L id level I OUTLET _ I I �� / \ -
1 -min. IQu / \ 1\ .�
0 I 1
a
• 1
1P LOT P LAN
Liquid depth ' --- --'--i f�' �i' s .7`♦'
'4 99g_ ---------- L 1 68.31 -���� pL ',\ OF PROPOSED SEPTIC SYSTEM UPGRADE
_ - :f T �- }- ------- `, �� �- PREPARED FOR
.....:• : � • -� ;' _,D-�� .�... 6-'� ,� -- \,, � ' �----`�" MICHELLE MONTGOMERY
CROSS SECTION END SECTION -----1-s=====_=_______=_
-------------- gp� AT
-
TYPI A 1000 GALLON SEPTIC TANK �,A ,S' T O tS' TFF� VILLF R OAD # 64 EAST OSTERVILLE ROAD
TYPICAL �
NOT TO SCALE _
(40 FOOT RI.GNT 0 WAY) OSTERVILLE, MA
Design Calculations
PREPARED BY:
Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) OF A u/� Y
Garbage Grinder: No �� 9p CAR �'l 17 ►' li . Slll�1 l
Leaching Copocity Proposed: 330 Gol./Doy Minimum (Min. Per Title V) - R
Septic Tank 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. E. E VIRONMENTAL SERVICES, INC.
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch A
Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. 273.8 gallons o. .0. BOX 627
Sidewali Area: 0.74 gal./sq. ft. x 78 sq, ft. 58 gallons 0 20 40 50 � �a EAST FALMOUTH, MA 02536
Providing: = 331.80 gallons
sq lsTE VIT P� TEL/FAX 508-539-7966
Use. (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83 (10 INCHES) EFFECTIVE DEPTH, 1 =20 DRAWN BY: :CES DATE: APRIL 26, 2005
TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE
SCALE: 1 =20 PROJECT(�SD730 FILENAME: SD730PP.DWG SHEET 1 OF 1
ON THE ENDS. NO STONE UNDER. #
,. I