HomeMy WebLinkAbout0020 SUNNY-WOOD DRIVE - Health 20 Sunny wood Drive
Hyannis ;'P
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TOWN OF BARNSTABLE V
LOCATION 20 �S�JN/�-Krc�/X1I� !'l ram' SEWAGE CI
VILLAGE, ASSESSOR'S MAP & 1,01`27
R,14iALLER'S NAME&PHONE N'—, /z'� S
SEPTIC TANK CAPACITY CTTIZI a4- U`V
LEACHING FACILITY: (type) 7 (size) 7
NO.OF BEDROOMS
BUILDER OR OWNER c-
PERMTTDATE:�6��9�� COMPLIANCE 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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
. within 300 feet of leaching facility) Feet
Furnished by
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TOWN OF BARNSTABLE
1'&ATION 'aQ Z)U\,,A .. SEWAGE #
VILLAGE VLA ra,� :� r ASSESSOR'S MAP & LOT—.!P�a/II�
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 000
LEACHING FACILITY: (type) \ (size)
NO.OF BEDROOMS n(� T
B�ILDER OR OWNER �2 "kCLyt y, .yC L Cc ^I `, Lwt`�-�
PERMIT \DATE: COMPLIANCE DATE: l 0 �d C,n
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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1.� A1T !ON 400sC4:F OD SEWAGE PE RMIT NO.
�ON 2� SuNWa DR,
VILLAGE
INSTALLER'S NAME A ADDRESS
,R U I L D E R OR OWNER
T7 I�
DATE" PERMIT ISSUED 3D g4
D A T E COMPLIANCE ISSUED
1 1 �
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No. l Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
91ppYication for 30igozal bpztem Construction Permit
Application for a Permit to Construct( . )Repair X Upgrade( )Abandon( ) I]Complete System individual Components
Location Address or Lot No. (RC) V�nn�_�� "�Q Owner's Name,Address and Tel.No.
Assessor's Map/Parcel � � � � S�F3M t
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size 153 sq.ft. Garbage Grinder(�
Other Type of Building Alone No. of Persons Showers( ✓) Cafeteria(ro)
Other Fixtures Lpwy -r-cs l r Mc�~rcv, S�n1f�, l..aur►DZ
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title ?_t�R� c S�nS M V W43[ f
Size of Septic Tank F_x t5-r. t .� k �-F4 3C Type of S.A.S. IL' ` X 3�' "-refwc-a
Description of Soil �'t -CZi `Zt*+J
Nature of Repairs or Alterations(Answer when applicable) "&FER nco ! UL"
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 issj a this Bo H t
Signe Date -
Application Appro Date�A AO
Application Disapproved for the following reasons
I
Permit No. S� Date Issued
. .-. .. .�._._,...^-,-.:.;.�r::MYi:.�.....+_ _'.�-v-.� ,,.j4�.::4 �..�„�\.�..'�„��, ..+�L.•.v.'�,4�i^...- � .. .._..ti-rt _�.,:r.�Wit.-.�*!:-_.�,
Fee
Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTS` Entered
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ZIpprication for Miopo!6al *pMem Construction Permit
r Application for a Pernut to Construct( )Repair)Upgrade( )Abandon( ) ❑Complete System lRbdividual Components
Location Address or Lot No. ab Sut7n Owner's Name,Address and Tel.No.
Assessor'sMap/Parcel �Nrb�S- E�"E� M� E�►�1C}�
SAME
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
E:Nw.. S\J CS,
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder
Other Type of Building p1 n r)o No.of Persons 3 Showers( le� Cafeteria(�/)
' Other Fixtures l _a.,� Q —��T�l�Er l �����r�1 ua OR
Design Flow 3' gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets - Revision Date
Title
Size of Septic Tank q.er r � �\ *P%"Ic Type of .A.S. 17) x 3� ' :Jn2 Eck"
H�cJti C.fPP..2�v��LT'it•aMe3
Description of Soil �- ,F=V'f"?_
.t
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
r �
Agreement: ,rr
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with.the provi ions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi
Cate of Compliance has been=ueb,this Bodrd.o -Health. '
igne -- Date
Application Approved by Date G
Ile
Application Disapproved for the following reasons
Permit No. =-14ao Date Issued
r 6:
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,TIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded / )
Abandoned( )by
atS. has been constructe267Monstruction
ance
with the p'�oovis ons of Ti e 5 and the for Disposal System ir Permit No. dated Jr'
Installercu i t-�) Designer
The issuance of s permit shall not be construed as a guarantee that the stem .611 0 ' 11n as designed.
Date t� Inspector
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
mitpogal *pg;tem Conztruction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade� )Abandon( )
System located at 2 -S Vl n—y naY b t�l VP _
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 tion pust be completed within three years of the Late of thii it.
Date: C Approved b
TOWN OF BARNSTABLE
t' LOCATION ;=O SWAGE # CI
VILLAGE ASSESSOR'S MAP & LOTS
INSTALLER'S NAME&PHONE
SEPTIC TANK'CAPACTTY •ITI�U G� 11 U`ll
LEACHING FACILITY: (type) i t fct7pjS (size) 57),� W ic I 1
NO.OF BEDROOMS
BUILDER OR OWNER L L "#-,i _
PERMTTDATE: �i ��g �� COMPLIANCE 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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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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
�"#)g ,hereby certify that the engineered plan signed by me
dated & J o i ,concerning the property located at
�t s meets an of the
following criteria:
• This failed system is connected to'a residential dwelling only. There.are no.commercial or
business use&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 orr 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.
Frimptoi method when applicable)
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information). L�
B) G.W.Elevation 3.+adjustment for high O.W.
DIFFERENCE•BETWEEN A and B I
SIGNED: rt, ti. DATE: �J� ►b�`�
NOTICE
Based upon the above information;a repair permit will be issued for bedrooms
maximum. No additional bedrooms are authorized in the future without engineered septic system
plans.
gASeptic\P-=emp.doc
14
Permit Number: Date:
Completed by:
HIGH GROUNDWATER LEVEL COMPUTATION
Site Location: et'� �1(�u� t� i t�' gr� �i�S Lot No.
Owner: VAL,iL,s- Mc cL_asty Address:
Contractor: c)wrw FY40. Address:
Notes:
STEP 1 Measure depth to water table
tonearest 1/10 ft. .............................................................................. .Gate
mont /day/year
i STEP 2 Using Water-Level Range Zone
and Index Well Map locate
site:and determine:
• Raw
O Appropriate index well....................................................
OB Water-level range zone ............
STEP 3 Using monthly report "Current
Water Resources Conditions
determine current depth to
water level for index well tt ,
mon h/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) ..........................................................
�3�ta
f;
Figure 13.--Reproducible computation form,
15
Town of Barnstable
Regulatory Services
= Thomas F.Oeiler,Director
a Public Health Division
Thomas McKean,Director
200 Main Sircet,Hyannis.MA 02601
Office: 508-8624644 Fax: 508.790.6304
Installer&Deshiner Certification Form
Date: _5/04/05
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 5/6(05 Robert Septic Service was issued a permit to install a
(date) (installer)
septic system at#20 Sunnywood .Hyannis.MA based on a design drawn by
(address)
Shay Environmental Services.Inc. dated
(designer)
XX I certify that the septic system referenced above was installed substantially according to
�' the desion, 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.
s diµ OF ktJS n�
CARMEN O
ns s 1 e) E, T^
1;'HA`?
Nb. 918'1 '
7187 f'•a`�
(Designers ignatu (Affix Des Here)
FLKASE RETURN T BAIZllT H DMSION. CERTIFICATE
OF CO L NOT BE ISSUED UNTIL BOTH S FORM AND A -
THE BARNST LE jBLI HEALTH D VAS N,
Q:tiealth/Septic/Designer Certification Form
COMMONWEALTH OF MAWACHUSEM
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
NTAL PWn CTION
DZPARTK&NT OF EWMIOU hel VE9
ONE VnNTER STREET, BOSTON MA 02108 (617) 292-6600
tz ?O7i:E
AVr1) B.
STRL
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ARGEO pAUj.,.CELLUCC1 DIPM 0M FORM
Governor USSWACE SEWAGE DWPO$AL
PART A
-P-e-
nn
Now erf Owmw ):":Ie r r1101A q-Aewe-r64 es
-v Adillrew 0o roA-A'..of Ow w
via" SO^ �
%7t%4 C-vkz%:5 .��
Deals 401 01LI40,10(d C>
No 11-lot k"woor:viol Soodon 16.340 of 13P 6(310 CUR 15-00t))
Vapectiar Pww"wd 10
I teat DEP —,— 1- 1
co"PsIrl Illem I:! M - r'-rxwokS
11110dBoll Addm:l: — CU
qy$tgM at this&dd[reas and that the intotmiltion reported below is"u': curb"
inspected the**wego disposal 11ancullin and
I eardlS,that 1 '0110 Personally Inspection was performed based:an my training and 611pstrionce In the prow
and ownplets:10 of the Ilinw of InspertteiProtnsnea ction, The
C-1 Om-lft*$Swap disposal gyatems. The System:
Pease@
CandhkadlY PUSIDS
Needs Further Visjustion By the Local Approving Authority
Faft
bwagws SkIn oct ame:
The System shall submit 4 COPY 0
f this inspection report to the Approving Authority Igowd 01*Was"of DEp)wftWj tilin,r J30)dros Of
IrIppor
"the sYjW3 1$ 0 shared System or has a design flow of 10,000 go of grggiter,the Inspector and she system clivn&r
Coffl&"thlij inspection. projection. The original should be ssi.Tt to the
shall Imilinift III$report to the OW01111101 101111110"Off'"of the 08"Irtme"t of Environmental
sysigin,owns and rAVISS sent to 00 buyer, if applIcabia. end the approving aullhoft.
U01"IS AND COMMENTS
revised 9/2/98 Pw I Of it
10 F*I%W 0A PACYCIld P&W
.. ... . .....
SWIBBIJ(FACE SEWAGE 01SPOSU SrSTEll1 NSMCTON FOAM
PART A
COIORCATON(eartSrars�
aDS u o.r,y wad.
punrr: 'De—t-o,—
D M of 6OPM4ar: to l
SBSPIlcrirm a.G umm: Chat A. I: C. or 01
A. SVSTtM I ASSMiG:
I hhv+i not t'ound any Information which indicates that any of the failure conditions described in 310 CMFI 15.303 exist. A.my fullure
cAtsr a not evaluated are hukoh#d below.
S. WrSTJM i;=801710111111A11.11 PASM:
one,:e#Wore system components as described in the"Conditional Pose"sect! ad to be replaced at repaired. Tina sytriun, upt�'r
e:omf•k#tlon of the replacement or rapok,as approved by the Board of N wi♦l past.
Inr>bcste!yes,wo,or not dotemtined ly, N,or ND). Describe best of d (tan in all Inatome*. If"not detemdned", explain wl+i/not.
_ The septk tank Is metal.unless the owner or or or has provided the system inspoinor with a copy of a Curt#Ilcato o4
CContpllonce(atbaehodl indicating that tit was installed vMW twenty 12Q1 Years prior of the data o/the Inlion, r i or
the"Poe tank,whattler or not cnekad.structurally unsound,shows substantial Infiltration or eaRMrstlen, or tank
fmoure Is lmn wffl. Tina sys pasa Inapeetlon If the existing septic tank is replaced with a eomplYlnO sap�fe pink as
approved by*0 Board of eh.
bserved
n the
on bom is due To broke"or
XgVS"m
or ttlod 000kout runeven distributionr high ststle water ievel box.oThe syatlern wtl pass nspection If(with spprowl of tho11ow�tsken pipslsl are replaced
struction Is removed
#blbution box is leveled or replaced
!pwnfsin9 more than four dnw$a year due to broken or obstructed pipeW. The syeteRr+wi!I pass
llnspeodon If lwft approvd of the Board of Health):
broken pipalel are replaced
oliatructlon is For
rerv.Laed 9/2/98 Per toftt
i
86/Z/6 POSTA:812
1
Y31410 IS
(pNe11 isu osddw) sousswp suluusm os Pss^ Ps4isW '�9
,nNI xi os psNls al usoogla*MAW pas usoaqu sluouiws jo s:susssud sW �ifl0s b ,�M'Altddflw ws~ sssMKl
s4s slip,sa,ssao;wl*pun*dutoa 01uo0�o s>Fep�pw gws0eq w�Wlpur u+gsAs umpdaf4s Iles pus *m 9Mts8 t sw As 9%U
a WQAJ Platu Jo 10%09 Im to%OQL UWO 210l 1 SVS sW Pus u+asAw uolsdrosgs pow pus op+lsw s w uwt*Aw sVJ. _ ,
'rjem Alddns,u►uM ssswl+d s jo 1*4 09 u1WW el SVa W P
wwa►y fdln ipsw►alpnd•jo I s►az s u}y m wl SVS sW pis owlwAs uolsdaomp now pus Muss alsdsw s uwssAs wJ.
Alddnw~M s s 0s A"MIAL
u M sI SVS sW pus(OVS1 uwssAl uopdi0wtp Iles Pus WM 3W s ss4 W O&SAw s4J.
p AI0Id1rt wsna►sas�nw•bo ssN 00t IWI
:11ew1 Mi cav AAAM mv'H11v3M 9rmu 9K1 se19'uOmd SplL1 s183'1a V N ON B,� (a:
SI INUSAS 3IU VFK1 S3M�(AItV i'VEWAS Id31VA1�i'1 W OW1 H11v3H 00
•%IOAW sows s 10 pusps ouWP+04•js i 09 V, st AAlsd SO podsps3
wish►sasynw to soy 02 utWIM q AMW is pedssoo
1vSH�11tlf1d 3H11731OUd TMM W**"IIaWNM V pM ONNUXL*Ikftl 1130 0
JU3G=JJiIEMIMI>rAte 3H1 OW1►1 vt pLL1v9H dO OVV(N gWmWn"W TMnA Up. GAM 1 L
�lllitAi iiti.l'Ifiltl MW
100 00 *2L Wpm,0l>; 1/OYQOOv M s
.s lmle asp pus Assjss'W 04 WAnd •—
o io ul ope"I*pasog sW Aq uopsnlw+MW+rV a*"4ORM WNS ouo O"O
�Kls iosl�s�d�W w sW N wulul.sssP s asp
:ILL1viH A0=VOS 3K1 AS 133WWWr/NOLIVP WAIII 1*"fWl 'J
oO)A 1 07 .W,podm p soma
{Psnwlwssl erfalv�,ru>r�et!
v lwd
UUM gyp/WMLLSAS IVSOOSIO 3Dvmm wvflI nns
BLIMMURFACE SMAliE DtB00BAL BYS"M INSPI CT10s1 FOM
PART A
Cf} IVWATMM leaAYtaadl
Ft�prretyP�r.�w: a 0 so VK t� �001 •�r v�
0l!neee'
Daea a'bnpw;laer: tD N 00 i
O. From 1110111":
You exist indlc,ets ofthsr'Yes"or "He" 14)each of the following: i
I hwu dmrn*ed that one or m»e of tM fOROWing future condition exist as described in 310 CMR 15.303. The basis Ux this
— do"Wroation is Identified below. The Board of Hsshh should be contacted to determine what will be necessary to t,onreV:the foll'00-
Yee No
lookup of sewage Into facility or system component due to an o oaeNd or clogged SAS or cesspool.
_ Nachargs or ponding of effluent to the surface of the d or surface waters due to on overloaded or edeigiled SAS or
cesspool.
Intic liquid level In thb distrlbutim box abo outlet Invert Oje to on overloaded or clogged SAS or c seprwl.
liquid depth in cospool is less then ow Invert or eveilable volume Is lass than /2 day flow.
Fisquired pumping more then 4 as In the lost yew an dws to dogged or ebstrue:trrd pipslsl-
"Mbw of liens pure sled
Arty portion the Soil coption System.cesspool Or privy is below the high greunlwater elevation.
ZP0rdM6
a o sli001 or privy is within 100 feet of a surface water supply or tributary to a surface Wolter supply.
a Cess!rtool or privy is within a Zone 1 of a pubJle wall'
_ a cesepooi or privy Is within bQ feet of a priwQte Water supplywall.a cesspool or privy is lose•thon 100 feet but Ipestar Man%*feet from a private water sagely WIM wkh nter qusllty analysis. If the wall has been analyzed to be acceptable.attach COPY of wall water ru siysis1aia, vell"He orgonic compounds, ammonis"WOOen a a nitrogen.
L IjWM SiISTM FALS:
You rrom inel:*W eitfnr"Yos" or No, I to each of the
lnfollewMg ad to the criteria above:
TM IbNoMing critMla apply to 'arge systems
The Iryatern serves a faesty With a design fle f 10.000 gpd or granter lLarge System?and tiw system to a GIWMlcmrt threat to Inc
!. hsaf;h and safaty and the onvU,ennnnt so one or more of the following conditions exist'
t
Yes No
tfre system 1s withinZ
of a surfsce drinking water supply
I
_ �dn system Is 200 feet of a tributary to a surface drkiking water supply
,&w ays" is located Ina nitrogm sensitive area{Intaft Mlalhesd Protection Ara=IWPA)Ora mapped Zara II of s PO*c
wabr y w0")
The owner or operator any such sysram shall upgrade Me system in accordance with 310 CMR 11.304f21. frtgse conceit the locrd nKllonel
oft,* of the flapen for further Intermatlon.
revised 9/2/98 Paae4of11
I
i4momACE SI WAGE un Pp'om 'fSTON InPECTWU Pf�11M
CHECKLIST
i
owns- Lo. I��vt (e uC�`PS
i7Ma cA llsipoo�:a: 1.O l 't too
omb.H!the 4oDinvM41 hove boon dons:Yeti must Indicate skhsr"Yes" of"No" ac:to each of the foilowinil:
Yes No Pumps Information win provided by the owner,oeeupont,or Board of Moakh.
�/ -- n
for at town two weeks and the system has ban'raosfsir I Aietnat fbr"s
,r Naas of the system components hove been Pumped or as;part c,l Wo
rtta during that psrlo1d. Large voWmes of water haw not bean irwodueed into the system rocerrtiy
inspection.
As bulk plans have becM obtained and oxemined. Nato if they are not avepehte with 01IA.
_ The foci ty or dwetpnp was inspected for signs of awe"back-uP•
The system does not receive non-sonkary or Inftstrisl wasts flow.
-- The she was inspected for signs of breakout.
._ s, exc hove been tocatad on the site.
I►M system CornponerN h+dirrs the bop Absorption 8y:t«».
} goo*tank manhtiss were unaevaad,opened,and the interior of the septic tsnl:was inspected for conOb)n of Wellies
i cr"as.materiel of construction,dimensions,depth of liculd, depth of sk4p,depth I�f scum.
1'he site and location of the Sell Absorption System on the eke hot been determined based on:
I •
,/ Existing information. Ivor exampis.Plan at S.O.M.
(/r geternr wd in the field (if any of the fapun Criteria related to*art C Is st Issue.approximation of distance is un.teeeptt WI)
11 6.802112)tb))
nn faailtty owner lead oecuponte.If different from owner)wore provided wHth inforrnetian on the proper midniononee cf
SubSwhao Disposal Systems.
I
revised 9/2/98 itrlofIt
lWII1 WWACE WWAOE DISPOSAL SYSInM WSPECTIM POW
PART C
Sygnm WFOrM IUM
--i*Nnty �A «:s: ao sUvY UJkIoR�> k04,
own
DOD cof t womMI'mr. to too
FLOW ooNCfreo"
Onion How:1.[�Y.p.d.
�MM � Nun
of bedrooms fseNsll
Numkn,of b
Tod DMIGN f ow •,���_
Nwmw of OW m+t resddente,
gs
Owb WINds,i)ras a nol: ��
Laura*'11(aspen+'to syneom) (yea or nol:±� -, If yes,sepwats Inspeadw+ws�rind v vt a rcaa
LMresfnl"awl I-op satsd(or not c� (jd �C7
Bsssand use h�ae ornsl: 6 '
Wator meter randinBs,if�o`�sble past two►vow's usage(ppd):
Bump I%wp(pus or ne)IXIr'
fast data of eo�xrpwnoy: �v•'��
T f Ii
Des)!P+ �._._.,. I Based on is.20S
BearI Cof desw Asw. -
oreese trap pnlawKs (Yes of nel_
hadwmfd Wsa:s Hold"Twit press s or nol�
Non-srufitarY*,@*I a�fsa W"d to r 6 system:(Yes a nof_ +.— ---
WsUw meter n,adinp,If evdlt -
Lsat dots of or:sa�psnoy:
OTMI.iDees lbel �--.- - —
'.nt dots of ft O� TM
PLmr"Q MC,M=i and sown of Info �� ✓ �c�C
A—'A
-.-.�.
Syeturn pamper n Part of insarotion:has or no)
M yen.uokarw Pwnped:.^_�
Ilssnon fa.pu*n0: -- -
OF Sn IN
- SsfNis tsMIdsviWdon boa/ad'absorption system
Sir$a oesspod
Om-Now Caswell
Pf".
_-�- Shwud ayntarn fyn or no) (it lies,attach previous Inspe"On reewdt,If wry)
—_-_ IIA 1"sNvWwgV eta.Atteeh cony of up to date operation and mslntentrioe oontract
-- Tqh i Ts* Copy of DIP Approvd
00"N'
APPMXMA1!E AOIP of sp ve"U"p ants.dote insW*d Ili known)and source of IMorn+adon: `P —
Morris adm dstmftd when arriving of the site:Iris a nol!"V
rev::sed 9/1198
SbJ1SURFACE SEWAGE OWOM YiTgN NSrECTtOp1 FOOM
PART C
sYSTM WP011YATM(conlMa+od)
�► as
Osee ei1 Ilrtepssi:w: o 1'( Da
ou"IN13 SlYM?O:
Roost•ion afro JUM
Depth bafow on'd•.al
MsMINI of aom,truction:—cost;►on /�ai)PVCodor f•xpwn) _-
well or suctlon Knot
Ditresno�o fr �Ivste wart•►wppfY _J
DfatvwRor ,
Comrmsn"I Igo.~of iel�.won",s•ddsne•of leakage.etc•! .__�.�-------
fI�TIC TANK:.
(loeot.s on efts I:4*n1
Doptls IWO%v wade:,_, elt<sthMl•n•_othsr(sxplNn)
Metarill of oonutruction:Ateoncrst•_rnnal_RberShse _p
1f tan k is nwtel,Rat"P
eonMmed by Csr"M@ Of CoMIlift o• tYss/No1
M-nowt.hona:_ 00� Q 7
� � r
itksdln eaptl►
Disunil•from lop of dins to bottom Of outlet ess a bsHl•:N
Scum,ddeknss w-, scum
alstunae from IMP Ot eeurm t0 rep OUtl•t t•s orbaffl•:,,�r,
Dlstmnce from Ifottmm of scum to botI of o2kgr� or bafRs:�
low gMtonaions WWII d1111M sd:
``JC0111mN�nts:
Iraeonanendat pin for pumpinS,ccndltl of itllst end outlet toes or baffles,INpt of gquid l *I In relati n t outlet in atnlag►Ih'-�
ovidowice of Ott-)
Lam... ..�-.---
N1Ef1SE t1W':
--
{bests on am plan)
pspit,below Slade:._ Polyotftrlsns_ explain)
Ms"wisl of ooe1at wdon:_eenerew,,,_rnotol_FibsrSisas _. ._M
OlnMxnsionsc_,�
Sautm tlticknas.r_
01sarr4e frorn'U*V scum to top of oudst use or bans:
pbarne;s from bottom of scum to bottom of outlet t••a
Data of lost p►R*nil:
CornrMM":
(reeernmendeVon fou pumping,eo(ditlon Of and outlet tea or be"**, dop'N+of liquid level In ralstlon to outlet(nvaA, sau`eamd im:ogl_-�
OVII&x:•of tontegs,oft.)
� iehps�et u
revised 9/2/98
sUMMACE SVINAGE DISPOSAL SYSTIM MMOC FO M
PART C
srsTEm wars ATi0N Ion
CPO
Dale of ftiP !am
TWT OR HM:0lMO TANK: \ (Tank nwst be pumped prior to, or ram of. Inapaotionl
lkeoate on alto lion)
Depth lbelow s•aba: Thai 1F10Ms1 �Pol�r."Ona_aClwr(aeplain)
Matakd of oar atwerlon•_Cone! to„— - _—
CaOr�dtY_�• —
�aalOru flew:_, —patlens/dsY
AM"pG4WK..._--
Alann lavd:_.— Alarm in w n9 order:Yoe
Dw,eel provlo,is pumping:
Coornnomts:
leondltkm of 11-W tea,o n of alarm and float ewlte W,atc.1 —
.o_
r
90Tl010O'I;0X
poCate.on at" owl
paid►of N*A:l level *be outlet invert:-e own
_
inm:e If level +nd dd on is atiu 1,avklanea of solids as over, dsnea of 1 ka Into r ut of bas. 4v �_--
(� �•r�
IL
PUMP CHAea R81:v—
Ikxata on Na+Owl
"so in worlr'rftlil ewder:(Yes or No) —_
Alevna In we-king order IV*$ar 14191—
C niffienta:
(no+;o nondida+r of jump ahember,o don of pumps and appumonane:aa.ate.)
,
#1
revised 9/2/98 Per6atlt
t
SW ACE SEWAGE owPOSALPANT C YSTEM ONVOCTM FOAM SYETW SporMATIM foanUmrodl
gh"of lrrsp l I dW (CMf•a ,o
mey be WV
OASONWO SVSTW AA!): c rouimited by mo41ttrullvO rmIthoas)
Ilocsta aver site V on, M posslb)r excavation itot required,location
tt not located, 60011+: -------------
-
�_
Type, Bashi p phn,numba:l
W"N.q umbers,numbu:—
►esaN,q OM �1i .nundW:_
lesaNip srenohee.number,
lesotting M'ids.number,dimenskons: --
ovwoiyw eesspoo►,number:
Altar,sdve system-
"am of Toahm*oOV:. 1
Cornrnoets: n sail,condition of vepstati , atc•)� ����
!note condition o III
ofhy*"c shun,Is Ofond! 0•p
---------------
tbeees on eta Iden)
Numaa•and
'lepth•4op of 9 pdd to Inlet Invert:,,—_,_
epth of$ W -Isyar:
-Oepth of scum 1101w:
Oimrmiskms of mapoai
Msttaisle of ac nstru�aon:
Indicsdan of fa ounbNttsr: - �—
infkn,r (aasspeol must be pump s ptrt of lnspecttonl,�^
Comnwints: n,sto.)
(four aondWas,of sail,sign f hyd►suie failure.lave,o pondin0,aond)don of veEetstlo
(loosn:s on sits plan)
MstorWs of cunsrswtion: O►monsiont:�_�
IDWII rrt so4dn:�_
Como
nKwrte:
iota awndltio► of saN,09"o *Wc:feiiuurs,level of pendkV. condition of vogetstion, oto.)
revised 9/2/98 ftr9ofit
WISURFACE MWAGE OMPOSAL SYSTIM MW=T"FORM
PART C
SrsT1EM @W4ORMATIOM 40808nu"
or e.of ion:
SUTCN.OF WINAQK COP MAL SVSTfM n}ponoo iondn►Mk�or bonahmMko
b%dW,r do*to tt IM.t two porno ogreoa into hourf�?
Ica" ag woth whom 100'(Louts whwa puelIG wotw supph
rap tf of tt
revised 9/2/98
SUISURFACE SEWAGE DOPOSAL SYSTEM MKCTM FORIA
PART C
SYSTEM MKIRMATIDM loantrwede
NRCS Report -is". � ----._
Tyd(cd depth to Vourndwater _
USGS Date vw.rboks rafted
Observrn9a► Welia checked
Cruir water depth: ShaBow_ _Moderate_ _Deep —
SITE EKIIM shape
Sultece orate►
Check Ceder
Shallow wells
Estimated Depth to Groundwater lLW Feet
Flaass Imitate ail" methods used to determine High Groundwater Elevetion:
thnained f om DoAV Pima an record
Otaretved':ItR(Abutthrg property,oboorvation hole,basement sump etc.)
Doaarmined from local conditions
Ctittakod vPlth local Sosrd of heaith
Chocked FINA(Naps
CPmcksd piamping rotor&
4'Nwrcked local excavators,insgife►s
LX UflW u90 11 cote
Deaerii3op "W y,:ju estabdehad the High Groundwater Elevation. (MM be completed) w
S &9 S
t0
rev:_oed S-/2/99
d i
No...... --� Fxs........ a..../
--
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN BARNSTABLE
Application for Disposal 19arks Tnntrnrtinn Permit
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at: O2o Jam� --1,�a� Y re
................-__..__.......... .. ...•-••••••-•••-••-•••--•••••-••-••••• I..�..... ........ _ot...21_........................................................
Capricorn *ffgl"t!VdTtust Sunny Wood LalYE!-DI NO-
.............. .... ............. . ............. .... -............
'r Address
a �iyanjais
1 Installer Address
Type of Building Size Lot__�5....7.32.........Sq. feet
U Dwelling—No. of Bedrooms.___.___.._.3.............................Expansion Attic ( ) Garbage Grinder (10)
`04 4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria
Q' Other fixtures .................................
d -•---•--•------•--.._..---••-•-•---••------•------•-----
W Design Flow............... 55_...______.___.__.gallons per person per day. Total daily flow.._._.3.30--_••--••••••-•••-•--------•-•gallons.
WSeptic Tank—Liquid'capacity_1000•gallons Length._. Width_4•'_7:10"- Diameter________________ Depth._5'-4"--
x Disposal Trench-No_____________________ Width.................... Total Length.....................Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter....lq........... Depth below inlet_5 67 Total leaching area..257_........sq. ft.
Z Other Distribution box (X) Dosing tank ( )
Eldred e En ineerin .... . 84.
Percolation Test Results Performed by__________________q....-____q.___.___._______g___......_________.____ Date________._, ......
,aa Test Pit No. 1....... ..____.minutes per inch Depth of Test Pit........ 2_�..__.. Depth to ground water � �'piAF..�A
(z, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground wa .�, ...____.____._.. q�
4 STEPHEN
O Desc ' tion of So-1 _.0-24", Loam and subsoil; 24"-84" Medium Sand o �^
�P rr rc --•--------------------------------••---•---•-•-•-------••-___-••--- G .....WILS01d_..
� an Bone; 8� -Y44 •-iriecTii�i'•sand-....---•-•............... _
U .�-NO 382i$- h
................••---...._._.._._._._....--•...._._....._..---•--.__.__...._-•-------_._.___...--•-•-•---••._............_ .........................................
U Nature of Repairs or Alterations—Answer when applicable..................................................................... .. _
.........................-..............................................................................................................................................
Agreement: ZIP.��Giv/�
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITA U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee db yrioard of health.
Signed............
--- -------------------------------------Px-es•,.... -.11-_29_8-4.......
05
Application Approved B Date ,
Date
Application Disapproved for the following reaso s:...........................................................................................Da.t e..............
•.............•••••--•-•-----•--.....-•--....•••-••...-•--------•--••----------••--•--......_..._...---••.••-----•---•---•--•----•-••------•••••••••---••-•-•••--------•---•••---••---------••-----------
Date
PermitNo......................................................... Issued_.......................................................
Date
No...... ........... F ............_..............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF .HEALTH
._.... l0jI.N...................OF......BARNSTAEI BARNSTABIE....................................................
-,���lirtt#ilan `for �i.��oo�a� orko C�on�#ra�r#ion �rrani#
Application is hereby made for a Permit to Construct (X ) or Repair ( . ) an Individual Sewage Disposal
System at: -
................__......_...................•-•-•-•--•-......--...........__..._......•------_. .........................
Location-Address Dot...1L1�..•.^_•_--•..................••-'-•---.._....---------•
„__,,,,,.Capricorn Realty,.Trust Sunny Wood Lane t xo.
.-- -.._. --------------- ------- --•--...----••----=------.- ------------•-••-------• ---.-----•••..... ................
nez Address
i
W -
......�`I=�7t��1ni-F---•-------------Address_-----•----.-------.-------.
Installer
Type of Building I Size Lot..15.1.7.3.3._.......Sq. feet
Dwelling—No. of Bedrooms.............3-----------------------------Expansion Attic ( ) Garbage Grinder (jo)
py Other—Type of Building :............................ No. of.persons............................ Showers ( ) — Cafeteria ( )
Otherfixtures ................................................--••-......••-•-••••-••---•-•------•--------••--•-•••••-••....•••••--••••--•-•-•......................
W•,
Design Flow......................55.................gallons per person per day.`Total daily flow......330.............................gallons. �
WSeptic Tank—Liquid'capacity...3:QQjQgallons Length1._8;r5°1. Width-4 ,..10?'- Diameter'.............. Depth...VA.11_.
x Disposal Trench—No..................... Width.................-_ Total Lengfh..................�•Total leaching area....................sq. ft.
Seepage Pit No-------1------------ Diameter.__.Z,p!.......... Depth below inlet.,5,671....... Total leaching area..25=/........sq. ft.
Z Other Distribution box ( X)- s= Dosing tank ( ) '` - •
'-' - Percolation Test Results Performed by.*_Eredga--�gj.r1E�dAg..........._ Date.....10/1S� BE
a Test Pit No. I.......,......minutes per inch Depth of Test Pit--------121..... Depth to ground water 9�.
,. .., '. STEP-,- N
.. Test Pit No. 2................mmutes per inch Depth of Test Pit.................... Depth to round wate
p p p g e HE
..............•------------........................_............................. ALLYN
D Description of Soil.....Q__24"- --I. _and:.subsoi1;-.24"-8.4'"__Medium.Sand.... ---"--- .... W SOH h
W -•--------------------------------------------------------...........................................=............................................................................
.
U 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 TIIIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has b board of health.
7
:.. J f*:.. .............. 1.1_-29-84:
- Signed............ ._..P�ss.
�DatX
Application Approved BY = ... •--••- .....= ..............
Date
3', eti a
Fm Application Disapproved for the following reasons:.......................
f -•--------------..------.........-•--------•-----........-------•---•----------•----....................................-----•-••-••............•.................------,•----....Date---.... '
Y,t Permit No......................................................... ;� Issued_.......................................................
F , Date
J��' THE COMMONWEALTH OF MASSACHUSETTS
-- " BOARD OF' HEALTH
l own....................OF.......Barnstable......:........:............` ....
Ter#if irate of ToanpliFanrr
THIS IS TO C R FY That the dividual S ee D' posal System constructed Cx )•or Repaired ( )
•-
at.:_::Lo t #27, Sunny Wo o d Lane Hyar ;' `j er -
has been installed in accordance with the provisions of TITER of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......___/.`_._p:�_f............. dated_....__.__.___.__......................_......._
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS*,G,UARANTEE THAT THE
SYSTEM WI L UNCTION SATISFACTORY.
DATE..._ .................................................. Inspector
THE,COMMONWEALTH, OF MASSACHUSETTS
BOARD OF HEALTH
Towne Barnstable 5
................OF................................_........._.......................................... u
No......................... \ T\ .....................
Diopooatl Works QVIonoton r i
Permission is hereby granted14� ---------------'-----------•-----------::••-•••----••-•-••••• ..............................................
to Construct (K) or Repair ( ) an I divldual Sew a e Ibis osal System'
at No....Lot 2 � Sunray t��oodo Lane o ranms
. =........
Street
as shown on the application for Disposal Works Construction Permit No..................... Dated'._.........................................
.........................
JKS
........ ........................................
Board of Health
' DATE......-•------/-=--�
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
I _
* 4" H 4 P.V.C.
NOTE. ALL PIPES ARE TO BE SCHEDULE 0 - ,„
m In. from SECT�,TO}' A A ALL OUTLET PIPES FROM hiE "'x.•x t ^I. .+ :ns:a 13
10 rT DISTRII3U nON Box SHALL BF. N n s«_ t
Existing Foundation house to septic tank 0 TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FT. -12' -` CONCRETE COVER
E g ep PROFILE VIEW OF ADD..TI N
Septic,tank covers must be D-BOX cover must be 1
TOP OF FOUNDATION - ELEV. 100.00 (Assumed) within 6 in. of finished grade '-
within 6 In. of finished grade _ - '.. 3 5'OUTLET ._. " -• -, 2 ,
` Grade over Septic Tank- 99.00 Ora over D-Box-99.00 : n over SAS 99.00 .- 3 of 1/8 1/2 Washed Peostone
i �'<` KNOCKOUTS
3f4" to 1 1/2 ° Washed Crushed Stone
--- 5.5' -- •� I 12" INLET 9• r, ,' :r-"'
�- OUTLET I : ,- ... - a: ,.
S " 0.02 3 HOLE H-10 - 4'-PVC(CAPPED) INSPECTION PORT TO BE j •s
1ST. BOX t1 3' Maximum Cover - INSTALLED AND TO BE WITHIN 6' OF GRADE, ,_ B" 4®,c � �`•, <`� ,F"�r�.. 24xSuen Od 4r ,t�`
In to EXIST. s=O.Ot or Greater rap OF system Etev. 96.oD 2. ,
EXIST. PIPE O 1,000 GAL.. , t, a
{
r O u7 25' S_ 0.0t" Per foot to"Effective Depth ^-15.5 4" SCH. 40 Te
FR13H EXIST. FOUNDATION : rn SEPTIC TANK t E w
H-10 20. PLAN SECTION CROSS-SECTION
a-aw,, _ R
TTa�
tl m � 4
.CONCRETE FUL1. FOUNDA _y _ tl v) m ^0.83' (10 inches) 5 Units Q 6,25' 30` : X � ..4i .� '' `sq
�, a L__i_31.25'--L3'
3 HOLE H-10 `DISTRIBUTION BOX SYSTEM PROFILE 6 mpa Led st ,/z• �
compacted stone r
c P c v uJA-_ rn 37,25' NOT TO SCALE (pr%w ( e p 6 Lem
Not to Scale. aI y W II : S5t+1as�anake+mresyR: wr+vp' 4NvrEo--'
,r r
> 4 4' Effective Length
3' SOIL"ABSORPTION SYSTEM (SAS)
GENERAL NOTES
6 in.of 3/4`-1 1/2' p t1' -
---- compacted stone a Effective Vldth INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE m i. Contractor is responsible for Digsafe notification, Verification of Utilities
(OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes.
I? Bottom of rest Hole 1 Elev:=88.00 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" 2. The septic tank and distribution box shall be set
Groundwater Observed - NONE OBSERVED level on 6 of 3/4"-1 1./2 stone.
3. Backfili should be clean sand or gravel with no
--�-._ - stones over 3" in size.
4. This system is subject to inspection during installation
P E R C 0 SAT I 0 I V TEST by Carmen'E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
Date of Percolation Test: APRiL 29, 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 B.O.H.) 6. 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. MPl ® 30" from those shown on the soil log or in our design
installation must halt & immediate notification be
Test Hole made to Carmen E. Shay - Environmental Services, Inc.
No. 1 7. No vehicle or heavy machinery shall drive over the
-.. _ - .
DEPTH SOILS ELEV. septic system unless noted as H^20 septic components.
_ _._11_..__ 1
o ss.00 i 8. install Tuf-rite gas baffles or equals on aIi outlet -tee ends.
Loamy i 9. All Distribution Lines shall be 4"`diameter Schedule 40 NSF- PVC pipes
Sand i 45,00, 10, All solid piping, tees & fittings shall be 4" diameter
10 YR 3/2 i Schedule 40 NSF PVC pipes with water,tight joints.
0'-12" A s8-� i 11. Municipal Water is Connected to ALL OF The Residence and Abutting
Loamy 'I Properties Within 150 Feet:
1 ! nd
to YR 5/6 THE PROPERTY LINES ARE APPROXIMATE AND
I 12"-30' B' 96.50 6 LOT #27
COMPILED FROM THE SURVEY PLAN GENERATED BY
Medium 9 / CAPE COD SURVEY CONSULTANTS of BARNSTABLE, MA
Sand 15,732 Square Feet CERTIFIED PLOT, PLAN OF #20 SUNNY-WOOD DRIVE, HYANNIS, MA"
30"-132` c, isa.oa , DATED DATED .AUGUST 5; 1985
PROJECT BENCH MARK AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
TOP OF FOUNDATION / IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
ELEV. = 100.00 (Assumed) 7,
/ THE SEPTIC SYSTEM INSTALLATION.
!!! EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE
D-Box ,! NOTE: ANY STRIPPED OUT SOiL CONTAINING LEACHATE
FROM THE EXISTING LEACH PIT TO BE DISPOSED
0f;, 37iZ TEST HOLE 1 OF AS PER BOARD OF HEALTH SPECIFICATIONS.
i }._ -
ELEV.= _99.00 - --
a _ ._ _ _
Failed . .
c; .. '+-t :. `THLRt ARt NO :WETLANDS .ARE PRESENT- 'WITHIN `200` OF THE PROPERTY
Perc #1
Leach Pit
Depth to Perc: 42" to 60" �! :;rt• "' ASSESSORS MAP 273 PARCEL 216 - ----
Perc Rate= Less Than 2 MPI f� fi r\ t� :;'.Jl�, f5'_ LEGEND
Observed Groundwater None Obs. �� '
- k o DENOTES PROPOSED
i EXIST. 1000 �!_ 104X 1
2-18" DIAM.ACCESS MANHOLES �!! ��\ Septic Tank \/ O SPOT GRADE
8, 22�
DENOTES EXISTING
...> - ;. �. I x 104.46
. ! � / EXISTING I SPOT GRADE
3 BEDROOM
�> i :' HOUSE PL PROPERTY LINE
INLET � V / _
\ au ET �,! ��r/ �! /' #{20 J`J �g8 ----1r96P PROPOSED CONTOUR
THE ACCESS COVERS FOR THE SEPTIC TANK. \\\ ✓� /J // T
•. DISTRIBUTION BOX AND LEACHING COMPONENT - \ �� , / J -" -J I EXISTING CONTOUR
SET DEEPER THAN 6 INCHES BELOW FINISHED
r" GRADE SHALL BE RAISED TO WITHIN 6' OF \ JJ J J
STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE \\\ ! J ^�` J %J
INSTALL TUF-11TE GAS BAFFLES OR EQUALS \ !! �JJ ASPHALT J� / J / DEEP TEST, HOLE BC
PLAN VIEW ��\ J! DRIVEWAY ! J , PERCOLATION TEST LOCATION
3-24' REMOVABLE COVERS /! \\ JJ ��\ /�/ /,/ ` -�•
� 6 FOOT STOCKADE :FENCEF. .
_ 3" mkt. clearance it INLET'
8' min.T l2 _min. Inlet to outlet �O
INLET ..
�Liqu���eve! I OUTLET !!J .
5' -T - � ( ,5' -7'
P LOT P [ ' AN
E a_. .. < i 4'-0" min.
a v es sou. - ,• Liquid depth V : Od \. ,
,�` OF PROPOSED SEPTIC SYSTEM UPGRADE
1� ,
- PREPARED FOR
38 HELEN McELENEY
CROSS SECTION END-SECTION (1 -'� , 88
O FO 0 �__ :. AT
O
r #20 SUNNY--WOOD DRIVE
TYPICAL 1000 GALLON SEPTIC TANK Rid __
tir o
NOT TO SCALE H YA N N I S MA
Design Calculations '
1�
PREPARED BY:
Number of Bedrooms: 3 Equivalent to 330 Gal. Da 330 Gal. Da Min. per Title V
r Grinder: No q / Y ( / Y P ) � � N y Y
Garbage G d !✓1Y 1 it 1 Y L . SHA l
Leaching o i Proposed: 3 O Gol. Da Minimum Min. Per Title V
Le g Cop tY. p 3 / Y � )
Tank - 2 x_3 0 Gal. Da = 660 USE EXIST. t 000 GAL. Septic Tank. S Y 0 ENVIRONMENTAL SERVICES, INC.
Septic Ta 3 / Y P
SOIL ABSORPTION AREA: Using percolation rate of <2 min:/inch 0 1 1
Bottom Area. 0.74 gal/sq. ft. x 370 sq, ft. 273.8 gallons � �O
P.O. BOX 627
- 0 20 40 50 sTER EAST _FALMOUTH MA 02536
Sldewall .Area. 0.74 gal./sq: ft. x 78 sq. ft. 58 gallons. ,
Providing: _ 331.80 gallons 'ANITAR�PN
---_.....,.. �...__ TEL/FAX 508-539--7966
Use. (5) INFILTRATOR HIGH CAPACITY H 20 UNIT,' HAVING A 0.$3 (10 INCHES) EFFECTIVE DEPTH, SCALE. 1 =20 ' DRAWN BY. CES DATE. MAY 6 2005
A - ,
TO BE USED WITH 4.0 OF WASHED STONE ON THE SIDES AND 3.5 OF.WASHED STONE SCALE. 1 -,> PROJEC,
20 r D7 3 FILENAME: S 73 RP.DWG SHEET 1 OF 1
T S 3 L D 3
ON THE ENDS. NO STONE UNDER. � .