HomeMy WebLinkAbout0171 PARKER ROAD - Health 171 Parker Road
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TOWN OF1ARNSTABLE
LOCATION �-� �-�1' 1L0 SEWAGE #
VILLAGE 1 ASSESSOR'S MAP & LOTQff,5--'
INSTALLER'S NAME&PHONE NN-OO..yam, v
SEPTIC TANK CAPACITY
��✓rim. r i
LEACHING FACILITY: (type) ��.Ci �i�'�� (size)
NO. OF BEDROOMS
BUILDER OR OWNE �N"�
PERMITDATE: d 3 COMPLIANCE DATE 12
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
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No. F `-� f FEE_` O
COMMONWEALTH OF MASSACHUS ETTS
e�cn s����e Board of Health, MA.,
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepairX Upgrade( ) Abandon( ) - Complete System ❑Individual Components
Location CIA ker ® '` R- Owner's Name ; rn
Map/Parcel# ' ku JOBS Address E)a-p-
Lot# --A- 1 Telephone#
Installer's Name S P Designer's Name n0, yv,�
Address c .� Address -t
Telephone# c;)U 4 -- `\0
\ Telephone#
Type of Building R`Q S\� Tn1�Q�\ Lot Size 10, SOO sq.ft.
Dwelling-No.of Bedrooms I sz ?) \Qfl Garbage grinder (1IA
Other-Type of Building One No.of persons D, Showers (I,Cafeteria
Other Fixtures L-c GN7ns\-� 6-k-CV Q(1 i t\ =�or-,Ar-q
Design Flow(min.required) zc)o gpd Calculated design flow o Design flow provided 3\•B()gpd
Plan: Date t ® Number of sheets L Revision Date
Title
Description of Soil(s) �Q41 Soil Evaluator Form No. Name of Soil Evaluator "V) Date of Evaluation p 1
DESCRIPTION OF REPAIRS OR ALTERATIONS
The dersigned agrees to' stall the above described Individual Sewage Disposal System in ac �s LE 5 and
further., a not to p ' e syst peration until a Certificate o Co anc as b l�I Er?VISE
A Y IN WRITING
f Sign Date THE SYSTEM WAS INSTALLED IN STRICT
1 i ACCORDANCE TO PLAN.
Inspections
t„,,'a,:�„r�,....;;,r,,, ��*Y��,���,•its. :�.-J''l�`'�-1'.�^""'�"�;'^�"s-r3�},''.,.�-�.�„`.,,-'�,r-,,.���a1.-+".-.r--�-'. ,'"-."(.t:-.,i,1'�"-ti.^`�t�,.rx":`"'�-�*�•a_1 �t
No. �4 FEE —
Board of Health, ,(C�SC�LQ MA.
PPLIC 1t DISPOSAL i J PERMIT
Application fora Permit to Construct( ) RepairX Upgrade( ) Abandon( ) -,XComplete System ❑Individual Components
Location CNN librke.!ZCN 10 `Wz Owner's Name
Map/Parcel# ' ` -�n G Address
Lot# Telephone#
Installer's Name �� `C, Designer's Name �nes.� �liUlC0i1 fY1G C�
Address -^C*�,ef� •� ��` J Address C•+
Telephone# (PLA13 Telephone# —6-NC3(,0 a
Type of Building - Lot Size 10, S OO sq.ft.
Dwelling-No.of Bedrooms —T1 OC-, 'R)(1 -�11 ice_ �'S\C Garbage grinder (�l} 14
V
Other-TypeW Building �(,�O� ^, No.of persons � Showers (Ig Cafeteria
Other Fixtures ®/-�
Design Flow (min.required) 'a)km) gpd Calculated design flow JO Design flow provided 83\'80 gpd
Plan: Date Number of sheets. ` Revision Date
Title cse- & .C_ 1 C
Description of Soil(s) `Qa
Soil Evaluator Form No. Name of Soil Evaluator C._Gc� h0.y Date of Evaluation 1 9 5
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to' stall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree ` not to pl ' the syste operation until a Certificate of Comp aa�nc as been issued by the Board of Health.
Sign- h Date
Inspections
�n �} ( .i
No. ""�'Q 7 � ,('' NW ,('� �T FEE
SETTS
Ss
Board of Health, /TIN OF T
// MA.
CERT1171'C TE OF COMPLIANCE
Description of Work: ❑Individual Component(s) Xcomplete System
The q} ersigned here y certify that the Sewage Disposal System; Constructed( ),Repaired �Upgraded ( ),Abandoned ( )
by: � De C.. pp
at i '>Z f -
has been installed in accordance with the p ovisi ns.of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
:. application1 No.UO'„q Gl- dated 9 119 1030 Approved Design Flow .(gpd)
Installer
Designer: Inspectorz Date:
�k. r - l
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
r
No. G 3 —CA,.:2-- FEE
Board of Health, l' S 4ab/r ;AM.
DISPOSAL SYSTEM CONSTRUCTION,PERMIT
Permission is ereby ranted to*
Construct( ) Repair( pgrade( ) Abandon( ) an individual sewage disposal system
at 1 I 7 —6 (�/ o r e e- '(r VV / ) e--- as described in the application for
Disposal System Construction Permit No. dated
Provided: Construction shall be completed within three years of the date-of-t�iser. •i- .�Alllocal conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 1 1 a3 Board of Health -�
i
TOWN OF BARNSTABLE
LOCATION �� *�� SEWAGE #
VILLAGE ��+/t.1` ASSESSOR'S MAP & LOT ®�eVILLAGE
INSTALLER'S NAME&PHONE NO. v
SEPTIC TANK CAPACITY �-
LEACHING FACILITY: (size)
NO. OF BEDROOMS
BUILDER OR OWNED
PERMITDATE: d3 COMPLIANCE DATE: 2- 3 ��
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
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a �oPr
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"'Rif
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Se` - 20,- 01 P3 : 52 BARNSTABLE HEALTH DEPT 5087906304
srs;o t
' :NOTICE: This Form Is To Be Used For the 'Repair Of Failed'.
Septic Systems Only.
PERCOLATION TEST AtYll SOIL EVALUATION EXEMPTION
FORM
Sr hereby ccrtify (hat the engineered pian signec by me
—""l=,�> concerning the property located at
meets all of (he
fcl:owtng .:nteria�
This failed system is connec(ed to a residen(ial dwelling only. ThereLire no
:orTimerzia! or business uses associated with the dwelling.
TT e sort is cidss:;-ed as CLASS 1 and (he percolation rate is less than or equal (o
-rt:nu(^s per inch. The applicant may use histo•ncal data (o conclude (his fsc: or may
;onduc:t are!irrt:;ar^- tests at the site without a health agent present
• There :s no incr.,ase to !low and/or change in use proposed
The(c are ;(o va.,iances requested or needed.
• The bo(tom of (he proposed leaching facility will no( be located less (nan fourteen
I,) fee! aonve the maximum adjusted groundwater table elevation. (Adiusc (hc
;r.)unc!.valc, cable using the Frimp(or method when applicable)
- I
Please complete the following:
Top of Ground Surface E!eva(ion (using GIS information)
51 G.W E!Cva(:on �5 _ �d;uscmcn( for high G.W.C......(.
)'R FRFN(--F BETWEEN and B
LA
S G. ED _ PATE:
NOTICE
1 33sec ion !;"e a6Ov'e r•.form000n, a repair perrrut w(l! be Issued for bedr,.)oi4:
Tzxtrr.ur "+rl 'td(uonal bedrooms are authorized to the future wi!hou('eng(neerec
i:ept.c ,vs(e 1 plans.
l�
Permit Number: Dater.
I
Completed by:
HIGH GROUNDWATER LEVEL COMPUTATION
Site Location: (IS ?r fr k7:lka• 1\e 1 WVA Lot No.
Owner:_ L� ( Address:
Contractor: ,,,�� �e�� Address:
Notes: J An-
STEP c
1 Measure depth to water table
tonearest 1/10 ft. ........:..................................................................... .Date l Q
mon h/day year
STEP 2 Using Water-Level Range Zone
and Index Well Map locate
site and determine: y�
OAppropriate index well....................................................
OWater-level range zone.....................................................
STEP 3 Using monthly report "Current
Water Resources Conditions"
determine current depth to
water level for index well ...........................
mo th/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 2B)
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) ......................................•,. ., .
....1..........................
I;
Figure 13.--Reproducible computation form.
15
CARMEN E. SHAY (508)-548-0796
ENVIRONMENTAL SERVICES,INC. P.O.Box 627,East Falmouth,MA 02536
December 3, 2003
RE: Certification of Title V Septic System Installation:
Residential Property 171 Parker Road, Osterville, MA
Dear Sir or Madam:
On December 1, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 171
Parker Road, Osterville, MA, based on a design drawn by Shay Environmental Services on September
18, 2003.
I Certify That The Septic System Referenced Was Installed Substantially According to the Plan
XX I Certify That the Referenced Above Septic System Was Installed With Changes but in
Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow.
The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is
Required.
If you have any questions, please do not hesitate to call the undersigned at (508)-548-0796.
Sincerely,
CARMEN E. SHAY
ENVIRONMENTAL SERVICES,INC.
J\A0
CARMEN
o E. {'r
SH1"X
No. 1 151
C AT&a E. ay, R.S., C.S.
President
S'gIV1TAF� '::i
- SECTION A -A = +/-
10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ALL 0U11ET PIPES FROM its 1• 2000�
Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM DISTRIBUTION sox SHALL BE
TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Septic tank covers must be 3" of 1/8" - 1/2' Washed Peoston SET LEVEL FOR AT LEAST 2 FT. t2• CONCRETE COVER
y within 6 In. of finished grade
Grade over Septic Tank - 99.00 Grade over D-Box - 99.00 7a over SAS -99.00 3/4" to 1 1/2 Washed Gushed Stone '• o
f// r.-• 3 _ 5•GHRIET ._e y f..•�.ems:1 >. '1
KHoacouTs West Bay Road
1 --
3.5• 12" INLET
S 0.02 3 HOLE H-10 Y (XIILET �'`
in 12' NEW S=0.01 or Gr DIST. BOX 3' Maximum Cover Top food -Ek-v. =97.17 2 O 6
Top of SAS - Elev. -96.67 -�- ,•..Y ! �- F} r O
. Q,
NEV PIPE `�' N C� 1,500 GAL eater S- 0-Oi" per foot ♦ tb.S• 4" SCH. 40 Te i i
FROM EXIST. FOUNDATIWI Cn SEPTIC TANK n 38' 10"Effective Depth - 1.75"
p H-10 O o o, SITE o,
5 Units IF 6.25' = 30, PLAN SECTION CROSS-SECTION _> L
O
CONCRETE FULL FOUNDA 'v g rn 0.83' (10 inches) 3 13' a-
41 m rn 31.25'- -1
SYSTEM PROFILE 6 In.of 3/4*-1. 1/2' 1 q 37,25' 3 HOLE H-10 DISTRIBUTION BOX
compacted stone 5 u u > rn Effective Length NOT TO SCALE W
Not to Scale e � � A 9
r 4' 4' ° SDIL ABSDRPTIDN SYSTEM (SAS) LOCUS M A P
6 In.of 3/4"-1 1/2• n 05 INFILTATRDR NIGH CAPACITY (H-10 LOADING)/ GEDRGE ❑'BRIEN GENERAL NOTES
compacted stone Effective Vtdth -
(OR EQUIVALENT) Not to Scale
NOTE: ALL COMPONENTS MUST HAVE RISERS To WITHIN 6" BELOW GRADE o 1. Contractor is responsible for Digsafe notification
Bottom of Test Ode i Elev,=88.00 m NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18"
No Groundwater Observed o 132• /EFFECTIVE HEIGHT Is 10' and protection of all underground utilities and pipes.
----^-' -�-_-- 2. The septic tank and distribution box shall be set
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.
4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
' ^ +
5. The contractor shall install this system in accordance
PERCOLATION TEST with Title V of the Massachusetts state code, the approved plan
and Local Regulations.
Date of Percolation Test: September 15, 2003 6. If, during installation the contractor encounters any
Test Performed By: CARMEN E. SHAY, R.S., C.S.E. rn soil conditions or site conditions that are different
Results Witnessed By WAIVER ( per Barnstable B.O.H.) from those shown on the soil log or in our design
SHAY ENVIRONMENTAL SERVICES, INC. I installation must halt & immediate notification be
Percolation Rate: Less Than 2 MPI 0 36" tt made to Carmen E. Shay - Environmental Services, Inc.
NIF Osterville Historical Society 7. No vehicle or heavy machinery shall drive over the
/ septic system unless noted as H-20 septic components.
Test Hole 8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
No. 1 �/ 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
DEPTH
-SOILS ELEV. 10. All solid piping, tees & fittings shall be 4" diameter
,.
0 99.00 99 N 88d 54' 45" E Schedule 40 NSF PVC pipes with water tight joints.
Loa,,, - 11. Municipal Water is Connected to ALL OF The Residence and Abutting
Sandy 105.66'� Properties Within 150 Feet.
to rR 3/2 f THE PROPERTY LINES ARE APPROXIMATE AND
I 0"-8" A, 99.25
Sandy - COMPILED FROM THE SURVEY PLAN GENERATED BY
TEST HOLE 1 -" �,
Loam 1 BAXTER & NYE. INC. OF OSTERVILLE, MA
ELEV.
to tTt 5/6 LOT #1 99. 0 Cc ENTITLED PLAN OF LAND & DWELLING OF LOT 1, PARKER ROAD
06
s"- 3a" B. 9s.2o f0,500 Sgtcare Feet +/- i 1\� D Box : .�* �{ OSTERVILLE, MA", DATED MAY 31, 1978
:2-5
dium / _= O �J AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
and PROJECT BENCH MARK i _ IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
/ 37.25' O ice' THE SEPTIC SYSTEM INSTALLATION.
r 7/6 TOP OF FOUNDATION �� ' �� = • 0
34"- 132 00 ELEV. = 100.00 (Assumed) �\ / ,�. ;: o
EXISTING CESSPOOL TO BE PUMPED OUT AND
FILLED IN PLACE.
t / -
'1 1 � -i
-� - -NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE. -
j500 gal. FROM THE EXISTING CESSPOOL TO BE DISPOSED
i I 0 Septic Tank
LOT #2 p
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
1 t
-- - NftTURA� GAS i
# 1 D NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY
co f
Perc 1 I t ASSESSORS MAP 116, PARCEL 085
Depth to Perc: 40" to 58" C6 1 t f -
Perc Rate= Less Than 2 MPI g ) I t PORC t
No Observed ESHWT Failed I i t LEGEND
No Groundwater Observed 0132" Cesspool
I � t
EXISTING tt
DENOTES PROPOSED
2 BEDROOM t 104X1
SPOT GRADE
HOUSE
#82 t x 104.46 DENOTES EXISTING
-Wu .Li SPOT GRADE
o l _ 7f g� PL
PROPERTY LINE
109.67' .'� '
Ord PROPOSED CONTOUR
S 87d 48' 40„ W �,\�-- W - - -- - - -97 EXISTING NTOUR
3-24•DIAM. ACCESS MANHOLES EEP TEST HOLE &
7PERCOLATION TEST LOCATION
6 FOOT STOCKADE FENCE
LOT #2
INLET 174
OUT ET
INLET THE ACCESS COVERS FOR THE SEPTIC TANK, P LOT PLAN
DISTRIBUTION BOX AND LEACHING COMPONENT I
_ :- _: SHALL BE RAISED TO WITHIN 6" OF
-
-. -. e ^:X'L. -t '� .:`-r FINISHED GRADE.
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-71TE GAS BAFFLES OR EQUALS
PROPOSED SEPTIC SYSTEM UPGRADE
PLAN VIEW ON ALL OUTLET TEE ENDS PREPARED FOR
�-3-24'IMMOV I ABLECOVERS R O B E R T K I L M A R TI N
AT
3 min clearance
T mk-r-1 Min. �et to autbt m�. I r # 171 PARKER R O A D
T-� Liquid level - OUTLET -
I ,r OSTERVILLE, MA
V -r -- $ L_ s -r
twiddepth Design Calculations
�-�NOFa PREPARED BY:
Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V)
Garbage Grinder: No AR �1►l �1 Y E. �1111 l
Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Tit e V) E
END-SECTION
CROSS SECTION
Septic Tank - 3 x 330 Gat./Doy = 660 USE 1,500 GAL. Septic Tank.
' SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 0 20 40 50 H ENVIRONMENTAL SERVICES, INC.
Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. 273.8 gallons 1 o, 81O P.O. BOX 627
Sidewall Area: 0.74 al./sq. ft. x 78 sq. ft. 58 G R
TYPICAL 1500 GALLON SEPTIC TANK e gallons �F tsTE � EAST FALMOUTH, MA 02536
Providing: = 331.80 gallons SgNITAR�P�
NOT To SCALE SCALE: 1"=20' TEL/FAX : 508-548-0796
Use: (5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH,
(H- 1 O LOADING) TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE SCALE: 1"=20' DRAWN BY: CES DATE; SEPT. 18, 2003
ON THE ENDS. No STONE UNDER. PROJECT"#SD474 FILENAME: SD474PP.DWG SHEET 1 OF 1
, .
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E: ALL PIPES ARE TO $E 4 SCHEDULE 0 P.V.C: :
u OU.II
tET PIPE41II.�I�,I1..S FRa., Try
10 min. from q
I 1 1�1�I-�I�1��II,I�II-I-I�I.I I-1I,I�I.1.-I.i II.I 1�I�,.I1..1�I II,..�1.�.,�II1_I�I.�1�,1I.".,II1 I I I 4��I I",,..1�1�,I...IL I1,�'I1I I r��.I II,r�,��Ir.E1 I.1.1 I,1,
III
__ VENT PIPE (®Least 4 inches to!
/•- 3 PROFILE VIEW OF,ADDITION TO LEACIIING SYSTEM osm,et,,,a►i sox stiiAu .eE
,,.�_:,I Ik1
n`otion
12'
bdst, FoU d house to s tic: Onk Schele,40 PVC 2 arcooi'Odor Filter CONCRETE tx)vER>
I.
I-r-IIII 11I�I 4;I I I,III�
n9 ep wJCh 5ET tfvEt FOR AT LEAST 2 fT.
e . ' of - - 1 " Washed Pe st n ,
SepUe tank covers must b 3 1/8 /2 0 0
100. Assumed - .>.
TdP Of FOUNDATION ELEV, 00
( ) _.
tvtthki 6 k,.'of finished rode
3 4 to 1 1 2 Washed Crushed Ston 3-5 OUTLET
> _ over sns-s9.0G / /
Grade over tic Tank 99.00 6made over D Box 99.00
..:` Sep :.. .- 5't BQ ROad
-_ , . r,.. - ;:,. -,,,r .`KNOCKOUIS .r,:... W2 .,
I,I�.11I1 I�
I-I,�I I.I I
'�:II II
::: , . . .. : _ ,..
:..,- :`.,
, 5 12 M,LET
e
,-, OUT
LET T 1 ___-_
... . 15'
II�.
r \ - ,_ S`� -„
3 HOLE H 10 / . s . d
II
.I��III1..I 1
.-�
.��I.I II'.
1,IL�II"I�I�
III
I.
I�.I-�II
II
I. ::: Top Lood-Eiev. :95.67
3''Noxtmum cwar O
015T. BOX . T v - 17 .,r r _ I��1.I.I--
op of SAS Ele. 95 III
I1..
II
II
III
III
III
III.I
II
II
40 2' NEW ,.:,,., or Preoter
a
ro ,
15.5
1,500 SAL $-0.ot toot , _ s dEy PP p in :4 SCH. 40 Te .7
m 8 35 ,. o. EHectiw Depot 1 ,_ _
f••RON EXIST,i'oU m MN 'm .-,' _SEPTIC TANK i` SITE ,
_ .. -
_ o - s _
oa to _ t 6. 5 >
H 10 . 5 Unt s e_ z 3o TI C 0
b _
P
LAN SEC ON - R SS SECTION _ ,
r G
M
d . . ,-
Of
• 3 3
POtJNOtiTiOM-�CONCRETE ML :: I ,a rn 0.83 70 inches
7 rn .r ( : 31.25
, - v > o�
at I : n 0)
is -
6 In.of 3 ,-1 1 2 ., r 3 HOLE H 10 DISTRIBU iON 80 .
PR EI 1 / M _ 37.25 . : t,,
SYSTEM 0 LE ;_ _
c«npactea stone . u > a)u Effective Length NOT TO SCALE
c > _ d 9
.: Not to Scale
c
tl.
_ , A P M , _ LOCUS- MAP
c
4 4 SOIL BSDR TIDN''SYSTE .tSAS
'c - - 2.5 i - '
m 10 P R, e in.of 3 4-1 1 2" 3i INFILTATRDR NIGH CA ACITY (H 20 LOADING)/ GEORGE d B IEN GENERAL NOTES ,
e / v Eofective Vidth
_ - composted atone _' ,<
Z OR E UIVALEN Not to Scale
- w o Q T) 1. Contractor is responsible far Di safe notification
NOTE. ALL,COMPONENTS MUST HAVE RISERS TO_WITHIN 6 BELOW GRADE P Dig
safe Bott«n of Test Hole 1 Eiev.=8e.o0 m A F IN TRAT R 1 ' TI H IGHT 1 ' and` rotection of all under round utilities and i es.
No Groundwater Observed o 132' ` NOTE: :OVER LL HEIGHT 0 FlL 0 .1S 8 /EFfEC VE E IS 0 P 9 P P
----_ __-__- 2.' The septic tank`an distri cation'box shall be et
level on 6 of 3 4�-1 1 ¢2„ stone.
. :. : , ackf'll should be lean sand or ravel wi h no 3 B I c g t
. Stones Over 3" in size.
4. This `s stem is subject't ins ection durin 'installation
Y J a P 9
by.Carmen E 'Shay Environmental'Services, Inc."
: 5. The contractor shall install this system in accordance
i f r
PERCOLATION TEST
w th Title V o the Massachusetts state code, the app oved plan
M and Local Regulations.
6. tf durin installation the contractor encounters an
Date of Percolation -lest: , .September 15, .2003 M - '
I soil conditions or site .conditions that are different
Test Performed By: CARMEN E. SHAY. R.S.. 'C.S.E. I 4 -
# om those' sow oil 1 r : our des n
Results Witnessed By. WAIVER er Barnstable B.O.H. r r ho n on f he s i og o 1n ig
SHAY ENVIRONMENTAL SERVICES, INC. N F;'Osteru2lle H2stori,eal Societ r
installation must halt &,immediate notification be
- y
, I ,made to Carmen E 'Shay Environmental Services; Inc.
Percoiatlon Rate. Less Than 2 MP#.* 36 r
. i 7. No'vehicle or hea machine shall drive over the
i vY rY
. , se tics t` unless noted s _H se tic 'com onen s.p ys em a 20 P. components.
_ _; ,
. 8. Install Tuf--rite 'as baffles or equals uals on all outlet tee ends.
Test Hole
9 rl
, : - t i ri i ine hall 4" i me r ch ule 4 NSF i es.
` - No. _1
1, 9 Al D st but on L s .s a be d a to S ed 0 PVC p p
DEPTH SOILS ' ELEV, 9i9- N 88d 54 45 E. >• ; 10. All solid piping, tees & fittings shall be 4 diameter
chedule 40 NSF PVC i es with water ti ht 'oints.
0 99.00 , r- .,'4*,tT/C -
S PP 9 J
105.66.
. Vent PI"e 1 1. Munici al`Water'is Connected to ALL OF The Residence and Abuttin
.. f a P 9
am ,
La a 0 5
. i P o ernes , ithi 150 feet. , v .r .
sang 99 ____ r a z r p W n
10 rR s ._�
. t ./2 TEST HOLE 1 ,r..
O _g A 99.25
ELEV, 99.10 :.,-
THE PROPERTY LINES ARE<APPROXiMATE AND
1500 al.,, cc COMPILED FROM THE SURVEY,:PIAN.GENERATED BY ::
Sand . \ g
y \ SeptSe t c Tank r
P . ,
II
t M BAXTER & NYE 'INC. OF OSTERVILLE-_MA
.)Lao r ._ . _ . . „ `p.
_ ., O D Box _
o� �
i .- a. ENTITLED . PLAN OF. LAND & 'DWELLING OF,LOT 1.`PARKER ROAD
IO"6 . P - {� " .
/B i
1 . p
� OSTERVILLE_MA :DATED .MAY 31'.' 1978 : ., ..-.
s 34 96.20 PROJECT BENCH MARK
AND IS NOT, INTENDED;TO $E A !SURV PLOT PLAN
, Medium TOP OF FOUNDATION \ \ ,_ 7. 5 O
IT`SHOt1LD BE USED FOR NO PURPOSE 'OTHER'THAN
Sand ►-
, : s O '
_ \ :. ;,
ELEV. 100.00 Assumed *ri ,.� 71 ,,. THE SEPTIC SYSTEM INSTALLATION.
.00 \ / t ,
34 •- 132 / � -
l to Sao s Feet +
N ,ar ;U
,_ O EXISTING:CESSPOOL,TO BE PUMPED Ol1T AND
I r,
t � -
• �- M
rt
r s: -4
FILLED IN PLACE
!. / .�.
,.
1
�.
- r �r_ NOl`E. ANY STRIPPED OUT SOIL CONTAINING LEACHATE
- 1 I � _
t -
.
L�1 T #2 ,.
- r FROM THE EXISTING CESSPOOL TO BE DISPOSED
I - - NATl3RP� GPS .L c
.,, ,, ,- OF AS PER`BOARD;OF HEALTH SPECIFICATIONS;; ,
CZ i I . ., ,
_. 2 1 , . .
- i � NO WETLANDS ARE PRESENT WiTHiN 200 -0F THE PROPERTY
I r ! 1
w ,
CD C� 1 PORC
Per t I i
c - I ASSESSORS MAP .116, PARCEL 085
„ Failed I
Oe th to Per : , to 58 I 1 _
P _ � It r
. Pere Rate= Less Than 2 MPI Cesspool I i r
4 LEG EN
No`Observed ESHWT qI } i
„ ,':.t
EXISTING r
No Groundwater Observed +�132 � 1 :
t - r
\ , i t\ 2 BEDROOM r
w ' r DENOTES PROPOSED
• ' w � 1 \ „ .
- : ; Ho USE r 104X 1
. 0 1 r �-� SPOT GRADE
\ r
I f82 a1-yNatec .L,
I_ > 4. �,.Municip
DENOTES EXISTING
o _ r � SPOT GRADE
., 'd
sHEn
\ r
9
o ` _\
. , \ PL PROPERTY LINE
o r .,9.67
- . , ._/
� ►� 96P . PROPOSED CONTOUR
W W -
5 $7d 48 40 `_
-`----_.:,..__,___- s -97 EXISTING CONTOUR .
o `
- _1._
.
.
. DEEP TEST HOLE &
: 3-24 OIAN. ACCESS kiAfAi0LE5 F►
---__ _g+ s, _ PERCOLATION TEST LOCATION
10' '3
. ,
> _ LOT #2 6 FOOT 'STOCKADE FENCE
.;, ..r . . . _,,....._
. .
(`•
0
kr
- '6 `
1 ;
., REV.. 12/3/04 Moved' Tank and SAS Location` to AS Bu It Locat ons
�1 �.
,
a n ,
,_
»,t�T GOU. TI N
THE ACCESS:COVERS- OR THE SEP C TA
F K, -
A .1LOT LN
. DISTRIBUTiON BOX AND LEACHING COMPONENT `
0 IN 6
.�..--• .- +wr r�+--r.
.�. SHALL BE RAISED T WiTH OF .:.;
FINISHED GRADE . ' .
- OF PROPOSED SEPTIC SYSTEM UPGRADE
REINFORC PRE CONCRETE . - INSTALL TUF-TnE GAS BAFFLES OR EQUALS
,..; STEEL ED CASs
D
:,, TEE EN _ ,
ON ALL OUTLET S
PREPARED FOR
PLAN VIEW
,_
, 24-REMOVABLE - R O B E R T K i L M A R T I N
, 1
, . I
. -.
•. _ = r.
, AT
,
._ - '
3"min, dewonee • r I .' ,
" 1' 13' tlilEi'1'
7 PARKER ROAD
ti'min. in:kM to outlet , . .
2'm -„� < -
.1
_ _ C - OUTLET , , .,
:.10 min." ,.;:,: ; ^. .. ` , :.
yo
. V MA
OSTER ! LLE
.. ::;. ..
i s :4-O" in•E I� m ,
ti . ,, Desl n .0 f la 1 ns
- . . m ear. - id �, �y a c1� t o of n�
o L3at+ dep 7 �N qS
S
- PREPARED BY.
, ;:. . . . s. c I
: : - y .
- �,
, ', le 0 al. a 330 Gal. Da MnT. er Title
- ,
Number of Bedrooms. 2 'Equiva nt to 22 G D y ( / y P �. `: �o i �
a • _.•.- .
Garba a Grinder, No A
W-o' a -a' Leachin Ca ocit ,Pro Proposed: 330 Gal. Oa Minimum Min. Per.Title V : o .c l l
9 P Y P Y ( )
. _
0
S tic Tank:,: 3 x 330`Gai. a 660 U5E',1,500 °GAL,Se tic Tank. V 0 SERVICE INC.
ND--S CT10N ept /D Y P 0 20 40 EN IR NMENTAL , S,
CROSS SECTION E E 50 , o. 1
SOIL ABSORPTION AREA, Usin ercolation rate of <2 min. inch ,
, 9 P / .�
0
_ ,
a m Area 0.74 al s t., x 370's ` ft. 273.8 allons-: _ 1, . _ ., B tto �at/t ,# q 9 :. PO. BOX ; 627 .,
cr E¢ _
Sidewall Area. _0.74 ai. s . .ft. x 78 s ft. :_-58 allons �.,
. 9 / q q 9 _ s .EAST FALMOUTH, MA 02536
TYPICAL 500 GALLON SEPTIC TANK
> :: P din 1 all ns
e,. ANITAR_P
r vi 33 .80 0 ,
9 9 � �
1T'1I� X 4 7` 6
_ .� TEL FA 508 5 8 0 9
, NOT'.70 SCALE - .
1 =
., scaLI 20
V _ I H VI A:0.83 , i0 INCH CTIVE DEPTH ;<.
Use. 5 INFILTRATOR HIGH-CAPACITY-H .10 ,,lJN TS, A NG ( ES ;EPEE _
. _ _ ., 1 003„ _ , A 1 - 0 DRAWN ; Y.,-CES _ DATE. SEPT, 8 _2 Ie
(H O LO dINGI TO E.USED WITH 4.0 OF. WASHED STONE ON THE SIDES AND;3.5 OF'WASHED STONE
SC LE 2 B ,
B ,
•
r,o; T N uriDER. P OJ C S 474 FILENAME:. SD474PP.DWG SHEET 1 OF 1 ON.,THE ENDS S 0 E . R E T# D