HomeMy WebLinkAbout0186 WHITE MOSS DRIVE - Health 186 Wh ite-Moss ®rive
Marston5 Millsi'
—- - A—X 046.``l 44.
_ -- - - - - -
TOWN OF BARNSTABLE
,LOCATION 194 Udj:4 a MOSS &e SEWAGE# 20j Z •//O
VILLAGE 02. jn 1 j$ _ ASSESSOR'S MAP&PARCEL q4- /y41
INSTALLER'S NAME&PHONE NO. 14 *(3 EXeaLynJ ion • y7)'7- 06S3
SEPTIC TANK CAPACITY /000 qCLJ
LEACHING FACILITY:(type)toneht S (2) (size) 2 x3 X 3
NO.OF BEDROOMS '3
OWNER _DJ PAO Lo
PERMIT DATE: S/,?O-12 COMPLIANCE DATE: S• 2 - /�.
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
Al• ey` � � _
AZ.
A3. 4
83. REAK
A4. O'3" AB
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppliLation for Mispo8al Apstem Cunstruttfun permit
Application for a Permit to Construct( ) Repair(/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. .h ife Ol diner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
-t'� �y.LQVGcfitt�n 508-Li17-D&5j
Type of Building:
Dwelling No.of Bedrooms s3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .136 gpd Design flow provided I gpd
Plan Date t'2— Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this BoardA Health.
Signed Date Al(3061,
(1,
Application Approved by Date p ~
Application Disapproved by Date—�
for the following reasons
Permit No. a 01"k — 1 l 0 Date Issued Y _30_ f
No. t� ' I , Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
s
RpPIication for Misposai *'strut Construction Permit
Application for a Permit to Construct( ) Repair(� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1136 W h t{C .)4 055 D/ ner's Name,Address,and Tel.No._509_`n -Z6 32.
K1 G Ifl 1 �QOIo...
Assessor's Map/Parcel ��p / 5/ kJh,+P k4 55 N- I
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�-� a �xc-clvc�•tlan 5o8-y77-p653
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) w
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures �/q
Design Flow(min.required) 33 1) gpd Design flow provided 7 / gpd
Plan Date �-;LIA `(2 Number of sheets Revision Date
Title
Size of Septic Tank # Type of S.AjS.
Description of Soil
F
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
t� The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board X Health. (`
Signed - t Date JibQ 117 i
Application Approved by ) Date 42
Application Disapproved by J Date T—J
for the following reasons
Permit No. 9 d 1 L 110 Date Issued tt
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( V�/ Upgraded( )
Abandoned( )by t kcci vr,4 Ion
at 1$(o \,k/h i} P o 5,j T)( has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ♦d-��d dated
Installer Designer 6 no
-
#bedroams 3 Approved design flaw,,, 3 g d
The issuance of this permit shal not be onstrued as a guarantee that the system will nction as desi e .
Date -- Inspector
No. ���—'_1-��'--___—.— Fee _ ..THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal :Fppstem Construction Permit
Permission is hereby granted to Construct( ) Repair( V� Upgrade( ) Abandon( )
System located at I VO w h!i P (�� !) 1 y ie
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.`—�
Date 1_ �J� -- Approved b (�
' Pp Y
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FROM :down cape engineering inc FAX NO. :150e3629880 May. 03 2012 09:14AM P1
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i certify t1xSt t�P styptic System reluic.ucEd above was shillPrl :subStRntially 2-cccrci2.119 is
the deli u, vvLcb Tay include minor aj,l,TcTV,d chaTir.S su:;kt li It+t T rt:locatiTTu >f.tl<1c;
tli:;ti-ib�.T.ficlu I�nx ilttdl,)r;;eVic LiulL.
cextify 'i}�at #]ir: seriic; Systes� .crfPrEnce:ii .zhc}v+; ; :u5talled with i iajnr c:}�q,!�9L-
greater thaii '0' lu+e!al rc_l�c«tiuTa rftJ,e Sts`� or a veT tir;,j1 rE,.oc.�tinn a$ �,y cov�.lac�nE:n:_
a ttie'sollt,.c ^y:stcIO 1 ut is acrx--fl,`u1ce vvitli `3tate.& Local ReILTU TiT19. ?la:D.re.Vision or
rrifiiieta as-built by dc^i.7e7 o fi11o��r,
LTANIR4.A. y
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— (1F1Sf�t11Ci''3 SlgTlat�rF�) _ " CIVIL v'
No,40502
/ �SS�ONAL Y�G
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U.:i, N1D'.f_FSd !]I�l➢T lB4AB1FIt_1��S f�;-'1�. [�,q Lea,`'=.E�Y3�grR�S;��1t3 P1F
By.rR1J'' A18f+t-N,sT3LE,��f?�'Lke:'
n.ri.,.,ir' 14orti•llncivnnr(:fTf7rid[107,��t�7i1j-'lfi-��..u;)f. .
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Town of Barnstable
u Jped�actlnGuat nFRegullato¢�y Seu•vices
�M�rAe>X 4 Public Health Division Date
200 Niain Street,Hyunuls MA 02601
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� Time 1(+'ee )(vat.
Date Scheduled_
• nrnU G� �/V� S��^l"� ��-
V i
Soil Suitability Assessment for Selppa .e Disposal
gag
Perfonned 13y: Witnessed by:
LOCATION a,4c. IGIENE'RA L J[NH'OJ[B.NU7I ION
Location Address 1 Owner's Name
Address
AsscseoCs Map/Parcel: Y Cngincer's Pdawc Q �f
NEW CONSTRUCTION REPAIR 9TEIrphone It �J d� �Q — ✓�
Land Use 5a f J7,4 Slopes Surface S[unes
Distance's From: Open Water Body R Possible WeL.Areq It Drinking Water Well
Dral'rhb.ge Way rt Properly Line R Other ' ft
I
SKE'TCH: (Street came,dimensions of[at,rxact locations of lest holes Sc port Ie5ts, locate wctlunds-1n proninuty to Bales)
�c I -,
fo i
V' V / 3
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Parent material(geologic) (201WA �j Deptlt LU B'L Irocl[ .�/ ✓�/VGy ,�
Depth to Groundwater. Stunding Vlraler In HDIr: /v U� 1 Weehlhg hum Pit Roe I O�Ci
Estimated Seasonal High Oioundwawr
D ET EBMIN$.7I'](ON FOR SEASONAL HIGH WA71'7C�R TABLE,
Mclhod Uscd:
Depth Observed standing in obs.hole: In, Depill to 5Qll ItlUtdv;-.�,__. lu,
Depth to weeping From side of obs.halt: �_� Ill, ClruulldwuLe Atliu9ln,ent ��_�_P[.
Index Well ItRcading Datc: Index Well leval r Adl,I'metov Ar(1,Crtpundwuter Level
IPIERCOL TI[ON 7l'ICS".11 �lllt 'u'llt,�•, 1
Observatlolt JFTI
Hole
Depth of Perc �r Tlu'iG at G"
Sian Pre-soak Time @ H 1' 0U _ Time(9"-ti")
End Pro-soak '' V
Rate Min./Incll L�/
5'Itc Suitability Assessment: Site P855e(I 5iI..q-Failed: Additional Tastlug Needed(YIN) ./ si
Original: Public Hcalth Division Observation Hole,Data`1'o Be Completed on Back-----
***If Percolation test is Co be cond acted wiLllill 100' og wellQand, You must U¢'sit Uoti y HAC
-Mirnstalble ConsefYntioll D.Jivislon at lellst 011C (1) week pilior to bCgThu dug.
Q:\S P PTIC\PERCF0RM.nOC
--------------
]DDICIC7I�.�D1[ �]r]i$T7C][�11T HOLE, y -- --
d]cpfh Crory. Soil]forizon L�� vole Surfnce(in.) Soil Texture —_
'.5tiil Color Soil,
(USDA).. .(Munsell) Other
Mottling (Structure,Stones;Boufders,
- Z Con isle c % ravel.
- 57 L-
Depth from Soil horizon
Surface(in.) Soil Texture HOLELOG Hole _
(USDA) Soil Color Soil
--------- Other
(Mansell) Mouling (Structure,Stones, Boulders.
C Si e c % 0 nve
----T- 30
Depth Pram Soil Horizon 1-101e #
� 5iirface(in.). Soil Tcxhtre
(USDA) Soil Color Soil
(Muosgll Other
Mottling (,!;truclure,Stones,}3eulders.
—--- 7-
—
—=— —
oll7+SJ1�� V' A JL��V J(Il��J La ..
Depth fi,orn Soil Horizon LO Role #
Surf„ce(in.) Soil Texture Soil Color
(USDA) soli
) A�funsell) M4RIIn Other
(
g (Structure,S(one5t Boulders,
Cos to �aye11
Miged Insurance Rate Ma
Above 500 yearllood boundery No Yes__a
within 50D year houndnry No
Yes
i withn 100year(load boa. nda>)i No Ye5 .
Death ofP�TatuirallyOccur_ -ling Fg v><__. •ous ll�aterial . V
Does at ICaS{ four feet of naturally occurring pervious material exist in all areas observed thl'Qughout the
al;-ea proposed for the soil absorption system?
If not, What is the dept)-1 of naturally occurring pervious mami'40
I certify that on A' -
(date)'I have passed the soil evaluator examination approved by the
Department of Environmen aP l Protection and Hint the above a,nalydis•was performed by me consistent with '
VPte required training, expertise and experience�described in 10 CI\�2 15.017.
at
Signure ( ses
Qac.P-PT[CTERCrORM.D0C
OF BARNSTABLE
LOCATION �d �� (��� � W16�,S �s SEWAGE # (67- Z.3LJ
VILLAGE wIli 5dP,.S wt i ��5 ASSESSOR'S MAP & LOT 0';I'06tj
INSTALLER'S NAME & PHONE NO. 3 �� 0: :5 cold 7"� - 3(01 ASEPTIC TANK CAPACITY 1, 06d ,o1 l Ij a Li S
LEACHING FACILITY:(type) t-2 O 6� Y JJ (size) &OC yA O'N
NO. OF BEDROOMS j PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER • 6,,-ctg,. �r��f\ D-e( co(q
DATE PERMIT ISSUED: 4
DATE COMPLIANCE ISSUED: �� 7
VARIANCE GRANTED: Yes No ��
i J
----------C4--L
.F f
e;�
ASSESSORS MAP NO: -
�`^7 Z3 PARCEL NO.- >F�S .
No..................
THE COMMONWEALTH OF MASSACHUSETTS
/B��OlARD OF HEALTH
HEALTH
.�h/.) --.OF........�.,�/.lh•-� ��-�G!__________________________
l Allp iration for %qpaoal Vork Tondrnr#iun ranfit
�JN'7 i hereby made for a Permit to Construct �l/ or Application s e by _ ( ) Repair ( ) an Individual Sewage Disposal
System at• - "
.. ?� .1.. ... ..._ 5 �l, s .....................
Lc 'on-Address 3 or Lot
Ow er F' Address
ca L L ___________________________ ----
....._...- /...x......
Installer Address
UType of Building Size Lot....... V.._Sq. feet
Dwelling—No. of Bedrooms.___.__..____________________________Expansion Attic ( Garbage Grinder )
Other—Type of Bti,ildin No. of persons..................'......... Showers — Cafeteria
a' Other fixtures ------------------------------------•------•-__d ------------- ----------------------------
___________.
1�0
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 are a....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( ) Dosin tank ( )
Percolation Test Results Performed by.__�Ej/!f' ._ LI?ll ....���I1�!!Date__________.1�.�1/ --------------
Test Pit No. 1........ ___....minutes per inch Depth of Test Pit____________________ Depth to ground water.._._._____._.__.._._._.
GTq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
................ ...Description of Soil.......... ...... ....... P..1-_. ............................................
.. ... .__•. - -• - - -..._..:..._.........._.
v ........................................... � l.?� �1'I�j.UM..... :........L C- - ....._.. _
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••-•--
V Nature 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 iI'LU 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee sued by the bo�5A
f health.Signed � _ --• - ------_••--- •••••I�l���cz��.
Date
ApplicationApproved BY ..............••---------•--•-•----._..........._........._---------•-•--••-
Date
Application Disapproved for the following reasons:......................................................................................_..................-----_
..........................•-••••-•-•---•-.....__.......-•••••----=-•----•---••-•-•---.........•••--...•-•-------•-----.._..---•-••------_...__....--••---------•--••••-•---••----•-•••-•-•-------•---•-
Date
Permit No.--------- ..7..'. .L Issued-------------------
--------- Date
........... �--- ------------------------------------ -
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
f (Ii.1.. ....0F...........T. IAIIJIJ-,:r /..... _C ..........................
401ratgun for Disliostt1 Murks,Tonstrur#ion runti#
Application is hereby made for a Permit to Construct (,")/or Repair ( ) an Individual Sewage Disposal
System at
L•a n Address ? or Lot No
jQ
,..- Ow z Address
..........:..................... ...... .......-----..... ----------•--........--------...--•---................
Installer Address � /
Type of Building Size Lot...._ I.1}�1.�..Sq. feet
UU Dwelling—No.No. of Bedrooms___._..._ Expansion Attic (1 Garbage Grinder
•.....:...........••---•-
'� Other—T e of Building No. of persons____________________________ Showers — Cafeteria
PrOther fixtures ----•---•--••--•-------•--------------------------
W Design Flow.....__...._;:_�:.............p._...___gallons per person per day. Total daily flow............... � o......._.._.._._.gallons.
WSeptic Tank—Liquid capacity...1j���.gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area...................sq. ft.
Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( ) Dosing tank
aPercolation Test Results Performed by.__: - _ ___.: .. I? % zit..... :! I date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a -�•-•••...•------1 -------••_.........i........•-•-••---.....•-••-•-••-•-•-••........................•----••••-•----...•-•.........___......__...-•--
42
O Description of Soil........ � ... T_
-•--------------- ._ . - -
w -----------•----------•--•----------------------------•--------------------------------••--........•---•----...•--------•--------......-------------•........_.__....._......._••-••-••----.._..........
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 TITIE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has b ed by the board�of heal�h, ,..Signed- � • ��� _J
a
ApplicationApproved By................................................................................................. -•----..........._. ate .._........_
Date
Application Disapproved for the following reasons:..........................................................................................................___
--•-•--•-•---•-•-•--•........................................•--••------........-------.........--------•.-.:....------------------•--•-----•-•-------•-------------..._.......-••-...---....__•-•......_
Date
PermitNo..................................................._.... Issued....................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
' .......OF..........0 �.. .............
(Intif irate of TI-Imphanre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( �or Repaired ( )
by •�� w"" ------------- ._................................................................................. ._...._
at---•-•--•------ t ;/__.: .1. lP .... i ? Installer
.......AWe- r 2D
has been installed in accordance with the provisions of TITI 5 of The State Sanitary Code as de/s ribed in the
application for Disposal Works Construction Permit No............ ______:�. _t( dated...................L/- .!`o ...c`
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE...................... _. LV_..... .._..__._ Inspector........
QC�-JTHE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Z .. � u ..11 ........OF...... :. :....................... -
No....-•-�f"_...... FEE........................
�ioott1 ork Tunotrnr#iun trout
Permission >s ereby granted.........: .�......... ......•- f--�..::. . .........:..................................................----
to Construct ( or Repair ( ),an Individual Sewage Disposal System
at No...... ' ..At ...f."" .....kA..CM......f2 _--- :�.1/. ,..-f l` `�r W5....ILL ... o�................
Street
as shown on the application for Disposal Works Construction Permit No.......s:.._:___.` ed........._
" " Board of Health
.DATE.......................•-••-•---._..............................................
FORM 1255 A. M. SULKIN, INC.. BOSTON
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LEGEND
EXISTING SPOT ELEVATION 0 t P
PROPOSED SPOT ELEVATION ! °
OF
EXISTING CONTOUR ---0- -- gss �'rLj� o£ Msy
PROPOSED CONTOUR O P A U L RO li
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NOTE: THE LOCATION OF ANY UNDERGROUND A.
SEWERAGE WELLS OR OTHER UTILITIES SHOWN ON 1• E V Y �i 1 ox
THIS PLAN SEWERAGE,
APPROXIMATE ONLY AS DETERMINED No.looso o '1341
o
FROM RECORDS AND/OR VERBAL INFORMATION. � Fc c�TE�r• ..
THE CONTRACTOR IS RESPONSIBLE FOR THE �o A�
VERIFICATION OF THE EXISTING LOCATIONS IN
THE FIELD,
N INR I T RE AND -SURVEYOR
LEVY a EL DREDGE ASSOCIATES,INC. CLIENTMIX, LET' L.AN
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889 WEST MAIN STREET CHKD.BYA.
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$014 7,-d5S7-*+_P
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L3 LEVY
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A LEVY & ELDREDGE ASSOCIATES. INC.
889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632
NO GRO[!NU kYW IFM eA 12=Al 7-: DATE T-6 r
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JOB'No. /609 SH,6A 7 OP
FROM MIKE)FITZPATRICK} {}, PHONE NO. 15084772924 Jun. 30 2003 03:08PM P2
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SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE Rac Lone
(NOT
MARKED WITH MAGNETIC TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT NOTES P.TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1 ` e
APPROX. NGVD G
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE " 1. DATUM IS � za ca��z P oc
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE �
95.0' 2. MUNICIPAL WATER IS EXISTING �� � Locus s
2% SLOPE: REQUIRED VER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
MINIMUM .75' "OF COVER OVER PRECAST P
4"0SCH40 PVC 2" DOUBLE-WASHED P ASTONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
92.7 PIPES LEVEL 1ST 2' �OR GEOTEXTILE FABRIC UNITS TO BE AASHO H-aQ
odd
' 91.3 5. PIPE JOINTS TO BE MADE WATERTIGHT. As Mei s
SC ool
P10- XISTING 14" 1
•.' TEE SEPTIC TANK** TEE o000000000000000000000000000000000000 000000000 0000000000000 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
91 .3 * 0000000000000000000 00000 00000o WITH310CMR 15.000 (TITLE5.)
0 0 0 0 ° 0 0 0 0 0 0 0 o 0 0 0 ° ° o 0 0 0 0 0 0 0 00000
:• ,0oio-0000-0---o
, °°O°°°O°00000°O°O°O°O°O°O°O°O°O°O°Ct°O O°O°O°0°0 00000°O°O° ° ° C
000090.71 00000 ° 0000000 ° 000 « 0 00000 ° 00 ° 0 ° 0 GAS BAFFLE �_ 0 0 0_ o°o°o°0000000000000000000000000000�,00 00000000 00000000000000 o� + o00000000000000000 000000000000 885rJ 7. THIS PLAN IS FOR PROPOSED WORK ONLYAND 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0
90.94' 90.77' NOT TO BE USED FOR LOT LINE STAKING OR ANY
4" PVC SET AT .005'/' SLOPE OTHER PURPOSE.
6" MIN. SUMP \-ON 6" DOUBLE WASHED 3/4" - 1 1/2" STONE
12" MIN. TNT. DIM. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. �o
6" CRUSHED STONE OR MECHANICAL 2 - 32 x 3' x 2' DEEP PIPE AND STONE TRENCHES 9. COMPONENTS NOT TO BE BACKFILLED OR o
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL COMPACTION. (15.221 [21) 4.55' 30+' CONCEALED WITHOUT INSPECTION BY' BOARD OF a
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS HEALTH AND PERMISSION OBTAINED FROM BOARD
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ( 1 x SLOPE) ( 1 % SLOPE) OF HEALTH. LOCUS MAP
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
LEACHING BOTTOM TH 2 ELEV. 84.0' CALLING DIGSAFE (1-888-344-7233) AND
FOUNDATION- EXIST. SEPTIC TANK 36 NOT TO SCALE
' D' BOX 8' FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND & w
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT GROUNDWATER EXPECTED AT EL. 55'f OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 46 PARCEL 144
1000 GALLONS AND ITS SUITABILITY FOR RE-USE: REPLACE WORK.
WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LEGEND CONDITIONS IF NOT SUITABLE SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
99- EXISTING CONTOUR 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
-[99]-- PROPOSED CONTOUR AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
198.41 PROPOSED SPOT EL.
TH1
TEST HOLE SYSTEM DESIGN:
® CATCH BASIN UTILITY POLE GARBAGE DISPOSER IS NOT ALLOWED
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FIRE HYDRANT O.CIS O DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
EM
USE A 330 GPD DESIGN FLOW
WATER SHUTOFF
w WATER LINE �" 9 x3 SEPTIC TANK: 330 GPD (2) = 660
G GAS LINE92.20
OHE OVERHEAD ELECTRIC / i -,� 42 RE-USE EXISTING 1000 GAL. SEPTIC TANK **
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING )55 g A=22 5 2 3 '
LEACHIivG:
R=30. 00 •
SIDES: 2[2 (32 + 3) 2 (.74)] = 207 GPD
33 00, 2 4
� =60 .76 BOTTOM 2[32 x 3 (.74)] = 142 GPD.
w R 52.50'
TEST HOLE LOGSy95.32 LOT i7
9 9 BENCH MARK - CORNER OF BULKHEAD TOTAL: 472 S.F. 349 GPD
78 Zo'a 17,411 f S.F. Gel, ON TOP OF WOOD ELEVATION = 94.1\ ,� 94.94 f �� USE (2) 32 LONG x 3 WIDE x 2 DEEP
ENGINEER: ARNE H. OJALA, PE, SE \ �� a� LEACH TRENCHES OF PERF. SCH. 40 PVC PIPE AND STONE
F �s �in 9N 0GAP
WITNESS: DAVID W. STANTON, RS \ 94.53
�2�
DATE: 4/23/12 F sos,
\ �\ �`�.�� 1; 95.1595
PERC. RATE _ < 2 MIN/INCH 0 5.01
I 13613 \ � 94.49 I 94.06 95
CLASS SOILS P# F 94.71 �� 1 93.96
94.83
1
ELEV. z ELEV. F MA
APPROVED DATE BOARD OF HEALTH
on
94.6' " � 94.0' \F EXIST. DWELL. � 4.8'5
94.11 TOP FNDN. x 94.34
A A F EL. 95.0' x 94.73
LS LS 4.z9
„ 1OYR 2/1 1OYR 2/1 DECK > 4.45 I 94.45 �9
P
4 B 4 B GRAVEL 94 7 / ' DO iTH 2TITLE 5 SITE PLAN
DRIVE ` � 94.6 x 93.97 x 95.25
p 4.92 O I 94.86 OF
SL SL o x 4?�9 / s
0, / TH
26„
10YR 5/4 92.4' 26" 10YR 5/4 91.8' / �
94.57 x 94.55 186 WHITE. MOSS DRIVE
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95.16
2 ' MARSTONS MILLS
94 58 9 4 7 SHED x 94.46 .10
94. 6 �
C PREPARED FOR
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ti DANIEL B&B/DIPAOLO
GANIELA.ti �N .�
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9s SRO 1g'1 CIVIL O A APRIL 24, 2012
N ! No.4 q No.40980
2.5Y 7/6 2.5Y 7/6 °
• , (a���)� � � =� off 508-362-4541
a� p c� uRvh I fax 508-362-9880
A. ° �� downcope.com
OJALA A.
SOME GRAVEL 95 CIVIL A OJALA G , down cape eft gineefing inc.
No.40980 �
30% GRAVEL �o ap civil engineers
���� r o S ;, land surveyors
120" 84.6' 120" 84.0' °X, �Isl-e� FFs p
NO GROUNDWATER ENCOUNTERED Scale: 1 = 20 "AL
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939 Main Street ( Rte 6A)
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
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