HomeMy WebLinkAbout0300 ARROWHEAD DRIVE - Health 300 Arrowhead Drive
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TOWN OF-BARNSTABLE
CATION 300 APJ;0' y t4i%Q yPk(A5 SEWAGE# .2.0-ec$- 49 1
VILLAGE k-YA JNI S AS_SESSOR'S MAP&PARCEL
5d�
INSTALLER'S NAME&PHONE NO..�o3c�s � Qu�`�a 4.-►? - ���
SEPTIC TANK CAPACITY Ac) �Aj 'wJ
LEACHING FACILITY.(type) (2) SoQq CAMAW&S (size)
NO.OF BEDROOMS M�
OWNER .�®41N' I ICCC�ll1C,
PERMIT DATE:..' COMPLIANCE DATE: "oZ ( -;Loao
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 y
300.feet of -L leaching facility) /v Feet
(B
FURNISHED BY OAC—At j QU P—00 ,
A-3_: .gS
(3-3
A-4-=.3.5,Cps
13 =60'
y
No. `•� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
9pplitation for MiSpDBal .6potem Construction Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade( )y Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No: p A t,KI) p p, Owner's Name,Address,and Tel.No.
�'a41n1 M/172�u1(J
Assessor's Map/Parcel ol,-7 C 14Y 371a eD(SCNt O C -t1C[&4x1a 014
Installer's Name,Ad¢ress,and Tel.No. �6ES-�'I?— T 7 Designer's Name,Address,and Tel.No. 50R-2-T 3-40 3 77
dAoGW cvG7'lAov jN T 13 009-e-Z 7<_ (F-0C-a,0&V<1kAGr" _rwc
Type of Building:
DwellingNo.of Bedrooms. .?J Lot Size sq.ft. Garbage Grinder( )
Other Type of Building. RC, No.of Persons Showers( ) Cafeteria( )
Other Fixtures ``
Design Flow(min.required) 33zs gpd D ign flow provided 3gn 7- gpd
Plan Date ( d!-('?-ilc�( 9 Number of sheets Revision Date
Title_ 30-2 V A l
Size of Septic Tank i 5 o b C-=4LJ_4rJ Type of S.A.S. C�� 5C10 C-aJLLo&.� CJU(6
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Us- !-(_0r/ /cTc.�n
10 l r
.S • LV 6T�Y� Q� /Q�z�-�oQGi �'SIJ�,Q.c�cl6�Date last 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 Board of Healt .
Signed T Date
Application Approved by Date T 16-1 S
Application Disapproved by Date
for the following reasons
Permit No. �� Y Date Issued
. w
Fee �—
d Entered in computer:
.n <.• " THE COMMONWEALTH OF.MASSACHUSETTS es
PUBLIC HEALTH DIVISION - TOWN OF�BA:RNSTABLE, MASSACHUSETTS
2pplicatlon for Disposal 6pstem Construction j3erinit
Application for a Permit to Construct( ) Repair( ) Upgrade( ;Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. O /4 R1?txl�1 � b R Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel {-�Y k M�4T�,GL/NC]
=Installer's Name,Address,an(f T 1.No. Designer's Name,Address,and Tel.No. 508-a?3-0 3 7 7
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Type.of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Buildings -�?t No.of Persons Showers(, Cafeteria( )
Other Fixtures
Design Flow(min.required) n gpd D ign flow provided 3 qa gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank �c �r�„ecJ Type of S.A.S. (:1� 5cx� C-- 41
Description of Soil „ram lc�� -�!l $!� r t 4 4)
Nature of Repairs or Alterations(Answer when applicable)
L a' F; � a y� —sir —v� •6,E3� T'
Date last inspected:
Agreement: m
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 Board of Healt
Signed Date
Application Approved by 4 Date
Application Disapproved by Date
for the following reasons
Permit No. _, / - L�,�� Date Issued 45
--------------------------------------------------------- -------------------------------- ------------------- -------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( )
Abandoned( )by Nos-,a w — !&nuQ. do
at (� —ads 4zjk:�fa, has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No _ / " d dated
Installer Designer Zr_ CA
#bedrooms 3 Approved design flow gpd
The issuance of this permit shall not be co strued as a guarantee that the sys\em 1 ai�Ieyed..
Date Inspects
No. Fee ,
V THE COMMONWEALTH OF MASSACHUSETTS
-BARNSTABLE,MASSACHUSETTS PUBLIC,HEALTH DIVISION
]Disposal -6pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at 3 C►O An run, r la U�f.A-.,)A u
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 Approved by
V
Town of Barnstable
Vari .� Regulatory Services ►
Richard V. Scali,Interim Director
- + �srwezE. fi
MM � Public Health Division
i639• � '
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: �'2�'Z� Sewage Permit# Duicl— 4%J Assessor's Map\Parcel
Designer: -o5u1e� .�'T,�C. Installer: Q1Qiw1'd
Address: 2S-y Coanberry WNi wa Address: 153 Covy1Me_rCi,1J S-�fi?ej
Cask WctreAaaw HA 6253 ii Hik 6 2 (o y 9
On 1 a--1c%-DL0 t9 cgeewi& Eahlerf was issued a permit to install a
(date) (installer)
septic system at 300 A clown eo J !7 c',u e__ based on a design drawn by
(address)
G �1lcihtLr(Yl ':5r)c,.. dated D�cemb.er I�,lal� I
(designer
Y 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. Strip out (if required) was inspected and the soils
were found satisfactory.
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. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was construe nee with the terms
of the RA approval letters (if applicable) o��a�P� ssgcy
JOHN
CHtlR ILL J&
VIL
(I stalle ' Signat ) N .41 i1
a
If Jlf
t
esigner's Signat (Affix igne s St mp Her
PL ASE RET TO BARNSTABLE PUBLIC HE H D S N. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT11 THIS FORM AND AS- t
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU. i
QASepticTesigner Certification Form Rev 8-14-13.doe
. 00 0/0es
_ Town. ofB Bar ' .��� . P#
°OKE
mr Departimcilt of Regulatory Services
f Public Health Division ]Date
° BAMITWILY.
200 Main Street,Hyanuis MA 02601
pyFL MAC b ff � / n
f 6 I Time Fee fall. ! y 0' rJ
Date Scheduled
Soil Suitability Assessynerit f°®r Se* -e Disposal
Perfonned By: t/ '✓oZ Witnessed By.:
]LOCATI ON'& GENE RAC L l[1Vl(ORNI[ATIO o e� Maw c �no
Location Address ^ / n Owner's Name
�ar�s
Address
Assessor's Map/Parcel: T'a/7Engiucer's Name '6M
NEW CONSTRUCTIO1J REPAIR Telephone It V� 6c) S'
Land Use•T/�l�`�I /�T/Q/C Slopes(qo) Surface 5lunes
Distances From: Open Water Body ft Possible Wet Are4 V114— ft Drinking Water Well` ft
Drainage Way ft Property Llne _ft Other tY
j
SK ETCJH: (Street came,dimensions of lot,exact locations of lest holes do pere tests,Iocnte wetlands pratiutity to Doles)
71 r C=
! 0 W
00 5 . l
11 '�00
CO rn
AIAv
cU
771
Parent material(geologic)`&b..4-�60— Dcplh to BvIroclt
Depth to Groundwater: Standing Water in Hole: 11 M Weepllrg from Pit pltee&,QA
Estimated Seasonal High Gioundwater e1/
]DE'1L')EBJVHNA7I'>rON FOR SEASONAL >Fl[>CGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: m .llf-- In, Depth 10 soil liluttlsv: In,
Dcplh to weeping from side of obs.hole: If,. Orouudwuter AdJuSlment,_ ft.
Index Well N Reading Date: Index Well level _._ Adl,factor— Ad(j,01-01.1I1tlW1.1ter Level _
]PERCOLATIONTEST Date 'Able
Observation / 6�
[-Jolc 1/ Tinto tit 9"
Depth of Pere Thnr,at 6"
Stott Pre-soak Time @ �C// Time(9.1
End Pre-soak
Rate Min./Inch L Z
Sitc Suitability Assessment• Site Pa55Cd_k_:___ Site-Faiied: Additional Testing Needed(YIN) A,1
Original: Public Fleapit Divi:iion Observation Hole Data To Be Completed on Back-----------
*''*If Pei colatiolo test is to be co,iducted vvitlain 100' of wetland, you must first notify UIC.
.Barnstable Conservation Division at least one (1) weelc prior to begimlifig.
Q:\S EPTICIPERCFORM.DOC
]D11CICl[' OBS]Cd�VTA.'gION�g®g.,•U, .g,OG'
Depth from Soil Horizon JI�OI�
Surf,1ce(in.) Soil Texture Sdil Color
Soil-
(USDA).. (Munsell) Mottling (StructOlher
ure,Stones;Bou.
` Con iste cy,% ru el
-"—36 /G -.Z�
3" Z �.5Y6� Gam Lam—
IDI]EICP®'PSEEEIRVATI®N�YOL FLOG
Depth from Soil Horizon Hole#
Surface(in.) Soil Texture Soil Color
Soil(USDA) (Munsell) MottlingOther
O`$
(Structure,Stones,Boulders.
5 Co si e c %C R%
1-5
DEE]EP OBS]EIRVATI®N I-TOLE,
Depth from Soil Horizon LOGI�Iaa]�
Surface Soil Texture 5011 Color.
er
(USDA Soil
) (Munsell) Mottling (;'Iructuree,tStones,Boulders.
('120sistency,%Onvelt
------------
......
I
. r
DEERP O)RSIE][RV�7['IG]�TI�®L� L®�
,. Depth fi-om Soil Horizon ]Sole#
Surface(in.) Soil Tcxture Soil Color Soil
(USDA) ., (Munsell) MottlingOther
(Structura,Stones; Boulders,
Consj,�ncv,%(7fayr1l
-------------
�T
Flood Insua•ance)(gate Ma
Above500yearfloodboundary No Yes
Within 500 year boundary No
Yes.
Within 100 year flood boundary No_ Yes ,
Depth o�Natua�alNY Occurring Pt;erwious Material ~
Does at least four feet of naturally occurring pervious materlal exist in all areas observed throughout the '
area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious marorialj.
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental.Protection and that the above analysis.was performed by me consistent with
the required training, expertise and experience described in �10 CIVIl2 15.017.
Signature .•e 91K Date
Q:\S13PT1C\rERCr0aM.D0C
I I ..
t
i r TOWN OF BARNSTABLE
LOCATION �Zs:D i$r t iZ SEWAGE# r
VILLAGE ASSESSOR'S MAP&PARCEL JL?b-`,5_
INSTALLER'S NAME&PHONE NO. .2in7t:i�
' SEPTIC TANK CAPACITY t 3P�✓U--�• Pd Tye
LEACHING FACILITY.(type) -?-! i iG'L6� (size) 'X'[i
NO.OF BEDROOMS
OWNER Q0 cw,,
II
PERMIT DATE: -'- - I/ COMPLIANCE DATE:
Separation Distance Between the: ,
Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility (c Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
s„
site or within 200 feet'of leaching facility) c Feet
Edge of Wetland and Leaching Facility(If any wetlands-exist within
300 feet of leaching facility) � r�_ Feet
FURNISHED BY„dr✓✓ G�/� �i?�/rir/�y�
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TOWN OF BARNSTABLE
LOCATION SEWAGE#
VILLAGE__ )At4N if ASSESSOR'S MAP&PARCEL -1-'10-��
INSTALLER'S NAME&PHONE NO. ri?�p
SEPTIC TANK CAPACITY S`CR� ..�L_ ��J Xc Tod
LEACHING FACILITY:(type) 'V-a(A-it (size) c=)4'X31
NO.OF BEDROOMS - c=)-4
OWNER
PERMIT DATE: COMPLIANCE DATE:
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) Al Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) 1s �• Feet
FURNISHED BY �pwt/ /_7Dt Lehi/bSrsrihJ
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AUG-19-2011 14:14 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1
FROM :down cape angincerins ime FAX No. :15083629880 Jul. 21 2011 10!59AM Pi
11-137
TAroraras.F. 4sa+iPYP,Director
y y TbuT n.9 Mckerim, 01rectorr
918462.4444 Fax: iDS-WO-6164
gTnAtt�Bher iaef 6' td cchdig n_Forr
11Dnuhe: / olv jf '46Wngs Jl'M!>n 0 C�611— a.RU :g,�gcsga�v's'ai<m�1i�A�•�.Pd a 1J �a
�Da si;mcr: W l_Q� / A&A
Adldxcm: l 9 M......�TTT,h U ��e��rP®s: 0, UX _7L9
On �Or►,�G,waq i pued u remit to instal3 a
sen�1-y:iur, ut 300 alen.D h eA) � � based on,a dwip d.PA-vo. ',y
/ {a:lrtreaa
(&,`ne)
T w..rtity ther for ,optic systew trtmk`bued abuvcs wuv irm ullrrl subxUluUlyl acCord-W&to
dIC deR.rn, Which Triq imIude minor appioved relneation of the
Jieitrib-utim box r aftc septic,lsin c,
I Certify that T.te septic sym`.1,?il rrfrxtaCP4 aLOIFO 'WA3 itl3kaBM WlTia Major 6ioml;ep. (i.e...
WegaC thxo 10' IM Al refccation.nt>lu SAS Cr my vortiQtd rr).ocAtiom of Amy compnnemt
of the trm;tic T'ystem) but iu avvocC1&u,:0 with Sun,,dt T,nt;W R.-gulKti4=. Plan rowisiou or
cect ted s by dwigr�er .0 R151w.
�H OF Mqa
DANIEL A.
CUAIA
,fT)gP.1),cTY9 SiF�nuji� ) Civil
_ No.48802
SS/�1NAI.
es,W.(x_u SigucatTlcr,) (. I�e•argnrr's SliKI Mai:.)
P'T,�Af-R_.�1%EIJ4S�,�l1 iiAltN9s,Uidts;�,1'l�J3L1C_F�:,�r:r Ib V 9,,�1(DI�. � �:T,IZ'U'T'�T,c A'�_•(p�'
LYD11�Y[+�1`tT1IS.�, 'WD T, N R TMd"M T Uil= N.W.
1R� VJIr,U.f3tt l')7:P��iA123V�'TAAI,TC ATJ73Y�T4:f,�c_�„r��,I xv»�flg�,��ljgd;[ ar�Dr.r.
a •• awi4. iA
Cjr Hculf rr�ClitLGlksIgarrCntiicnlion F6rm"sJ44,t con
No. ��✓ Fee W'
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
d ftphration for Misposal *pstem ConstCULtion i9ermit
Application for a Permit to Construct( ) Repair(✓,/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 306 Ar/'oLohgJ D— Ow er's Name,Address,and Tel.No. 9 o$-7 7S- 1/3 qe,
E,��een LopcaS/Mc'crCelrnv cad C'�tn�e+-�c,:;yc!ir"
Assessor's Map/Parcel df)o 9 Y��S + .)-C.0/
I stall is Name,Address,and T 1.No. u�O!f-77/—9. D signer's Name,Address,and Tel.No.
(�o r i� r rtOA t�nG. vn Ow�e!!L ns 1 n-er.'n =�n�
s2r�rlt3$N S- ��k' 9.-ry .'/1�7' � mx�� r O
Type of Building: c f
Dwelling No.of Bedrooms Lot Size Y,73 O / sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures n �!
Design Flow(min.required) 1 ) gpd Design flow provided ✓`� gpd
Plan Date Moe a��l' Number of sheets ii � Revision Date
?"Title .'41p oq- S;�, yon q *i00 Ar'ru
Size of Septic Tank 1,500 ciao AL IU Type of S.A.S.
Description of Soil &t 5o i
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and main ce of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environment od d not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signe Date L j
Application Approved by Date /r
Application Disapproved by Date
for the following reasons
Permit No. 24o, 2 Q Date Issued T8 z0 I
' .rH..a+-1. .r...'.� rl•�'`v•wr.+^"�.--,iM»i._.'""+v-,;.'°+r-,.+.YST-,.;-�..i.nl.'�V.:vi1,.�y'�.k+u'' , '�N.:�'r-0„n.w .� - _._ J,�ti.=..�n :v`�'''�-..+•�''.i°•C.�.'Ka.++v-r.:.
T.
•� ' �s.�T. i ,.,'
No.Z-42 ,01-0 + , Fee 00 i
rt Entered in computer:
THE COMMONWEA TH,rOF MASSACHUSETTS
PUBLIC HEALTH DIVISION -TOWN,OF BARNSTABLE, MASSACHUSETTS Yes
lip a%, x ! '. / 1
;. � lflficatl0n for MIS�l08AY' pBtEtIt;'Construction 30'ertnit
74
Application for a Permit to Construct( ) Repair(✓<Upgrade( )'�Abandori( ) ❑Complete System ❑Individual Components
300 ,Q/'rcx�k� D— �,.
Location Address or Lot No. Owner''V95Nine,Address,and Tel.No. �08-77S- y3S/G
n►�iS tti�e lo�s/MQK¢l,nv to G�Qnr'lfju/tiJ C'if
Assessor's Map/Parcel a7U ,A(.o
Installer's Name,Address,and Tel,No. 5a$-'»/-�3y? Designer's Name,Address,and Tel.No. 5-0 Er-30-
(3o r��p*i ea)Q'4-r u-4•-j on ,`r ne.• /C c cvr�G�c�2 E l��l mere 0 me
} S•Z.r,d�JS�r s i IS OaCo /Iyl�i1 S • ! � / All iq 0"
Type of Building: n 1
Dwelling No.of Bedrooms Lot Size 938 sq.ft. Garbage Grinder( )
` Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 3362 gpd
i
Plana+''•'4'Date X,A,2 Number of sheets 'A
Revision Date
!t
Title T��e S 4 L, n 2� AOo rrix�1� ,( ,r / �5F rH, r r Iru/t
Size of Septic Tank �SCE Gar C 14-IU Type of S.A.S. (�jP-%
Description of Soil
N r
J
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 sewagerdisposalrsystem in
��` ter'`' _- "z
accordance with the provisions of Title 5 of the Environmenta-Code and not to place the system.in operation.until,a Ce iflcate of ��w
._� Compliance has been issued by this Board of Health. 'f
Signed -.r,• Date
Application Approved by - Date 8 /
Application Disapproved by Date
for the following reasons
Permit No. 2011 - :2 Z O Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired-( Upgraded( )
Abandoned( )by _&r 10 Lot ef-)A.S Ctx_�i h . 1nC
at �rr i4fonj br j� i Etrt ,S has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.2011"220 dated 7 912011
Installer N C W4, &1&s 1x kn :;rc. Designer �rN e j(1 l-p r dlg E-n c�i✓l42er i nS
#bedrooms 3 Approved design flow ? gpd
The issuance of this permit shall not be onstrued as a guarantee that the system wil di, as&signed.
Date J �,�j l� Inspector
- - - - - - - --. -------- - - --------- ° - - -
No. zo I I - Z2-o Fee /Co,
THE COMMONWEALTH OF MASSACHUSETTS .
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
jMisposai 6pstem Construction i3ermit
Permission is hereby granted to Construct( ) tt Repair(�� Upgrade.( ) Abandon
C (• )
System located at �)� (' C2( A h� ���I 1P 1�i/ VJ,,.1 n2A 4
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
t
Title 5 and the following local provisions or special conditions.
j, Provided:Construc ion must be completed within three years of the date of this permit.
1 Date ZD/ Approved by %
t -
TOWN OF BARNSTABLE
LOCATION N;` SEWAGE# `
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. ` . LICsI (���'i S7T.' -!4,35M
SEPTIC TANK CAPACITY I «rC) -,(.kL ekl. &h
LEACHING FACILITY:(type) (size) X t i•-S v A, 4._
NO.OF BEDROOMS :3
OWNER PL_�PERMIT DATE: "? - i f COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility fc: 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./ ✓ �{� �a�lf����"/
Avv_ {�
33_ y33'
39�
YOU WISH TO OPEN A BUSINESS? t°
For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you
must do by M.G.L.-it does not give you permissio o op ou m irrsCobtain the necessary signatures on this form at 200 Main St., Hyannis.
Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is
required by law.
DATE: ( Fill in please:
- `•"' °"' '��' APPLICANT'S YOUR NAME/S: -LIe,ram -
a'L Ift,l:I:ill:::_�E�:I N� tZ.1.�yY•
^ YOUR HOME ADDRESS: ?�aa At-cc Al� d�•vL
�',:i!:_:I,,•dtiry:7�r: � .. 4.t BUSINESS
'�,.� , <<..I HomeTele hone Number
i'`�-'s' '=;j TELEPHONE # p
� ,��41Lq�j!tJN ;d # E-MA 1 L: •G %�+
NAME OF CORPORATION: T
NAME OF-NEW BUSINESS � OF BUSINESS �� �
IS THIS A HOME OCCUPATION? A YES NO
ADDRESS OF BUSINESS. : a rr d a.aC,lf MAP/PARCEL NUMBER OS -(J-I (Ass ;?sing)
When starting a new business there are several.things you must do in order to be in compliance with the rules andregulations of the Town of
Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO (corner of Yarmouth
Rd, & Main Street) to make sure you have the appropriate permits and licenses required to egally operate your business in this town.
1. BUILDING COMMISSIOLED MUST COMPLY WITH HOME OCCUPATION
This individual has b any p e ui that pertain to this type of business. RULES AND REGULATIONS. FAILURE TO
COMRILx MAY RESULT IN FINEN:.
Authorized Si atu
COMMENTS: nzsn
2. BOARD OF HEALTH -
This individual has been i 'for e� of the permit requirements that pertain to this type of business. Iv7,. '- '�::"MPLY VV11;i ALL
HAZARDOUS MATERIALS REGULATIONS
' Autho e i nat re** •
COMMENTS: k
3. CONSUMER AFFAIRS (LICENSING AUTHORITY)
This individual has been informed of the licensing requirements that pertain to this type of business.
Authorized Signature**
COMMENTS: .
I
.r
Date:
TOWN OF BARNSTABLE
TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM
NAME OF BUSINESS: �''� L �. .�N✓��/V%EItAi:�T� - -a�
BUSINESS LOCATION: ,, A mgn!f�{( ,�; P, INVENTORY:a
MAILING ADDRESS: X"ezAn bacs rO. vit,&O-11 1,4n TOTAL AMOIAIT-
TELEPHONE NUMBER:
CONTACT PERSON: cd
EMERGENCY CONTACT TELEPHONE NU BER: MSDS ON SITS
TYPE OF BUSINESS: :`11.4 0-ef- r
INFORMATION / RECOMMENDATIO S. Fire District:
Waste Transportation: Last shipment of hazardous waste:
Name of Hauler: Destination:
Waste Product: Licensed? Yes No
NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use,
storage and disposal of 111 gallons or more a month requires a license from the Public Health Division.
LIST OF TOXIC AND HAZARDOUS MATERIALS
The Board of Health and the Public Health Division have determined that the following products exhibit toxic or
hazardous characteristics and must be registered regardless of volume.
Observed / Maximum Observed / Maximum
Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive
❑ NEW. ❑ USED Cesspool cleaners
Automatic transmission fluid Disinfectants
Engine and radiator flushes Road salts (Halite)
Hydraulic fluid (including brake fluid) Refrigerants
r Motor Oils Pesticides
❑ NEW ❑ USED (insecticides, herbicides, rodenticides)
Gasoline, Jet fuel,Aviation gas
Photochemicals (Fixers)
Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED
Miscellaneous petroleum products: grease,
Photochemicals (Developer)
lubricants, gear oil ❑ NEW ❑ USED
Degreasers for engines and metal Printing ink
Degreasers for driveways&garages Wood preservatives (creosote)
Caulk/Grout Swimming pool chlorine
Battery acid (electrolyte)/Batteries Lye or caustic soda
Rustproofers Miscellaneous Combustible
Car wash detergents Leather dyes
Car waxes and polishes Fertilizers
Asphalt& roofing tar PCB's
Paints, varnishes, stains, dyes Other chlorinated hydrocarbons,
Lacquer thinners (including carbon tetrachloride)
❑ NEW ❑ USED Any other products with "poison" labels
(including chloroform,formaldehyde,
Paint&varnish removers, deglossers hydrochloric acid, other acids)
Miscellaneous. Flammables Other products not listed which you feel
Floor&furniture strippers may be toxic or hazardous (please list):
Metal polishes
Laundry soil & stain removers
(including bleach)
Spot removers&cleaning fluids
(dry cleaners)
Other cleaning solvents
Bug and tar removers
Windshield wash
WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature taff's Initials
Hazardous Materials Inventory Sheet Checklist
to
_i hysical Street Address-Check database to ensure it exists
Working Phone Number
;,--Actual Amounts -( ie. gas being used to fuel machines, thinner to
clean brushes all count as hazardous materials-no blanks)
Storage Information -location of storage, how long is storage for?
If none, note that.
Disposal Information -where and who? If none, note that.
r/ Applicant Signature - understand what is listed and noted
,-'Staff Initial -any questions, know who to ask
---Vehicle Washing/Rinsing? -give a vehicle washing policy and
explain it
✓
Attach the Business Certificate with your sign off and comments
"The inventory form should explain what the business consists of and the procedures
they are doing. Notes need to be left to explain what you discussed with them.
SYSTEM PROFILE MALL ARK D SYSTEM
COMPONENTS
SHALL BE NOTES
OR
COMPARABLE MEANS FOR FUTURE LOCATION. a o
PROVIDE MIN. 20" DIAM WATERTIGHT (NOT TO SCALE) 1. DATUM IS APPROX NGVID
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING
TOP FOUND. EL. 56.8' WITHIN 3" OF FINISH GRADE v
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. :° o�
53.8 MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIR,D 0`✓ER_SYSTEM 54.0 w
PRECAST H-10 MIN. 8" DIAM 4.UNITS BE LOADAAISHO HNG R 1ALL PROPOSED PRECAST
RSERS (TYP.)
S 4"OSCH40 PVC j Q Route ZS
I
PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
51.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
10" 1500 GAL H-10 14" WITH Qo
f*51.29' TEE SEPTIC TANK TEE 1 .04 ( ) o
' 0°O°O°O°O°°° 6" SUMP , 310 CMR 15.000 (TITLE V. o a
GAS BAFFLE:: °°°°°°°O°O°° 12" MIN INT. DIM. 50.67
°n° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND a� r
0.67' NOT TO BE USED FOR LOT LINE STAKING OR ANY °
4' LIQ. LEVEL (ACME OR EQUAL) 50.90' 50.73' 50.0' OTHER PURPOSE. ao QLoc
000°o°o°°°°°o°o0000°000°00000°000°000°000°oo, C .
0°000°000°0°°°°°°0°°°°°°°°°°°°°°90'00°0°0°0°0' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. `s�'oo/ Q°c C
0,o,o„o_o_ _n.n-n o o o o 0 0_n_ _ _n_o.0 0 _ . .t�
(NOTE: EXIST. INVERT INTO CESSPOOL = EL. 51.3'f) OVERALL DIMENSIONS TO OUTSIDE :OF UNITS: 24' X 11.3' c�
6' CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR �
(NO STONE PROPOSEC) CONCEALED WITHOUT INSPECTION' BY BOARD OF
MIN. COMPACTION. (15.221 [21) HEALTH AND PERMISSION OBTAINED FROM BOARD
( � SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 6'0, OF HEALTH.
2
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION- 28' SEPTIC TANK 14' D' BOX 81 LEACHING i CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND &
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
BOTTOM TH 1 EL. 44.0' WORK. NOT TO SCALE
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 270 PARCEL 95
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
LEGEND SAND.
99- EXISTING CONTOUR SYSTEM DESIGN.
X 99•1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR ,
GARBAGE DISPOSER IS NOT ALLOWED
198.41 PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
TH1
} X 1 USE A 330 GPD DESIGN FLOW
TEST HOLE t 5 6
2� SLOPE OF GROUND �-- SEPTIC TANK: 330 GPD (2) = 660
" USE (1) H-10 1500 GAL. SEPTIC TANK
UTILITY POLE Fqp� 11,3.05, 24 CATALPA BENCH MARK - SILL AT
WALKOUT DOOR EL. = 53.8' LEACHING:
FIRE HYDRANT
PAVED DRIVE .83
NOTEc NOT ALL'SYAi8ms MAY A.'PERP. IN-Dm_"_N.
/ �
-yu � -� 4.73 SF/LF x 4' LENGTH = 18.92 SF PER STD.
54.29 QUICK 4 UNIT
5rs5�.02 _
330 GPD/0.74 GPD/Sr = 446 ySF Lcr",C riiiti^v
TEST HOLE LOGS W --� REQ'D
o LOT 37 3.16
K 8,738 t SF ONC. 53. CP 76 446 SF/18.92 SF/UNIT = 23.6 UNITS
ENGINEER: ARNE H. OJALA, PE, SE ^ EXIST.
FNDN = , BLOCK OAK
O 151.84 PATIO Q
WITNESS: D. DESMARAIS, RS 3 ELEV. 56.8' 77 THEREFORE, USE GRAVELLESS SYSTEM OF (24)
Q• 3 STANDARD QUICK4 UNITS IN FIELD CONFIGURATION
DATE: 6/24/11 /� C 54.05
Q. OF 4 ROWS OF 6 UNITS
PERC. RATE _ < 2 MIN/INCH Q �S 47 DECK S. 9 53.84
pp? 0 24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF
c I P LO 454 SF (0.74 GPD/SF) = 336 GPD (OK)
CLASS I SOILS p# 13325 I 63.53 / 1 "
/ � 53.82g AK 8
ELEV. ELEV. °
2
) 5 5 h 5 54.12
0" 54.0' 0" 54.0'
A A FENCE 7 4. 3
Cry APPROVED DATE BOARD OF HEALTH MA
SL SL 112 4 JAP. MAP
L
8" 10YR 2/1 8„ _ 10YR 2/1 .45. 12
TITLE 5 SITE PLAN
OF
B B 53.85
LS LS
300 ARROWHEAD DRIVE
36" 10YR 6/6 51 O' 3619 10YR 6/6 51.0' HYANNIS
PREPARED FOR
C C BORTOLOTTI CONSTRUCTION/
PERC
LOPES
MCS MCS
JUNE 28, 2011
2.5Y 6/6 2.5Y 6/6 AN OF Mq off 508-362-4541
DAN{EL c�G ��-(HOFMgSS9 I fax 508-362-9880
P, �� oy downcope.com
o A. �o DANII;LA. Gu
OJALA o OJALA a �/
No.40980 CIVIL a0W#7 cape enginee/ ng, MC.
120„ 44.0 120 44.0 ��'oF�S � No.4650 o , civil engineers
NO GROUNDWATER ENCOUNTERED
Scale: 1"= 20' /Il �qN°s� vE�° '� �G �r ,�`` land surveyors
939 Main Street ( Rte 6A)
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
FINISH GRADE OVER D-BOX= 54.4'
FINISH GRADE OVER CHAMBERS= 54.0' _ 54.3' G F N F R A I-- N OTF
T.O.F. EL.= 57.1 ± REMOVABLE WATER-TIGHT COVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED
PROVIDE EXTENSION RISER OVER CONCRETE RISER TO WITHIN 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
/// WITH COVER OVER INLET & 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE
6" OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
OUTLET TO WITHIN 6"OF F G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
FINISH GRADE 54.0 ± 5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC
@ FND. EL.= 53.5�t F.G. OVER TANK EL. _
- - ---- - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
20"MIN.ACCESS
TOP OF SAS = rj 1 .33' PLACE RISERS ON ALL
DESIGN ENGINEER.
COVER(TYP.OF 3) PROPOSED 4" 36" MAN.X.
EXISTING 9" MIN. CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
EXISTING 4" 1 PVC SEWER PIPE 50.50' 36" MAX. BREAKOUT EL= 51 .00' INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED.
SEWER PIPE � FINISHED GRADE"'
-� 3" DROP MAX L=30'± T1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
�! 6" 3" 2" DROP MIN 3 9. MIN.SLOPE PROVIDE WATERTIGHT o 0 0 0 0 o ELEVATION = 51.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
- f-JOINTS (TYP.) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
4 PVC IN FROM
13' SEPTIC TANK 4" PVC OUT TO 0 o o 0 o 0o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
14' �- ? '� 5'± • LEACHING FACILITY To0 0 0 00
0
00 � � � � � � � � � � � � � � � 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
(S
12" 6"
CONTRACTOR TO PROVIDE CONTRACTOR SHALL CONTRACTOR SHALL 50.92' 7 MIN. 50.75� 2 00 o 0 000 = = = = = o000 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SPECIFIED DROP BETWEEN VERIFY SIZE AND 48" VERIFY CONDITION OF OUTLET TEE 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
INLET AND OUTLET CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE o 0 0 00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE ASM OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY 5 COMPACTED BASE 4 0 8.5' (TYP) 4.0' 4.83' 4.0'I 4.0'
AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX (�P ) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 55.00,
---- - - TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN.
- - BASE. FIRST TWO FEET OF OUTLET /,48.50' GROUND WATER ELEV.= C 43.30' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,500 GALLON PLASTIC SEPTIC TANK PIPES TO BE LAID LEVEL. 5' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
2 - 500 GALLON CHAMBEKS MIN. �,r-IHrvIBER ENu vlr=vv
CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE DIS1 KibU 11004 I jX DETAIL TYPICAL CHAMBER PROFILE CHAM"R DETAILS TO THE DESIGN ENGINEER.
TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE
'CONTRACTOR VERIFY EXISTING ELEVATION PRIOR NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE
_ WATERTIGHT.
' •rJ�• / E.�' •,' TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
w b • _•'!/ PERC NO. TPT-19-226 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
• v •J ` � 4•• f INSPECTOR: David W. Stanton, RS I APPROPRIATE AUTHORITY.
.�_. • .; •
• rs '''` •• + -- -- 1 EVALUATOR: Michael Pimentel, EIT, CSE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
C.S.E. APPROVAL DATE: Oct. 27, 1999 UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
w• I . . �, � • (1 i ! �
i TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
DATE: December 13, 2019
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
31 r'� l _ TEST PITell #: 1
/j• f fir"-�' = 114. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MAP 270 r �..._.,. i1. (1 ti ,. ELEV TOP 54.30'
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
U.P. #1 t LOT 94 F y+' 'jig. } I> ELEV WATER = <43.30' I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
(� - • fti �J FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
W astable ;, • PERC RATE _ < 2 min./inch '
tab Sch
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
�' • / DEPTH OF PERC = "C" Soil
_ • SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
• • 16. PROPOSED PROJECT IS LOCATED WITHIN:
LOCUS
\° X_xaX- • • • • TEXTURAL CLASS: 1
C9 • ' ASSESSOR'S MAP 270 PARCEL 95
577- 12 24 � �` *• ` tj� OWNER OF RECORD: JOHN MARCELINO
o�y� 113.p5 E m -' • •/ : / ; I, A 011 Loamy Sand 54.30' ADDRESS: 3718 EDGEHILL DRIVE
+v / a \r� • �.! • • i o 6„ 10Yr 3/1 53.80'
BIT. DRIVEWAY 1! CLEVELANu, OH 44121
O j / B A t FEMA FLOOD ZONE X
O / / HC-2 / �, Sf g Loamy Sand COMMUNITY PANEL# 25001C0564J
� � --�EXISTING 1,500 10Yr 5/6�'.+•o r� a Is 1 17. DEED REFERENCE: BOOK 12517, PAGE 236
GALLON PLASTIC / _ . - BM y- /®
SLAB = 53.4± SEPTIC TANK TO BE ,�� x •. 41 32" 61.63'
/06 W UTILIZED IN THIS / / 18. PLAN REFERENCE: PLAN BOOK 159, PAGE 41
- DESIGN // 14" OAK / ✓•,"� .•�� Sch
O TOF 57.1± Benchmark (� ii + T l �u 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
- � . . ;
EXISTING Nail in Tree ��\<<� 4E � I •� i ` r� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
/ D-BOX TO BE EAleva�ior�.S L.00 •�.• } ,'` "A `� • ; 1 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
_ �., ��,
ABANDONED pp • • t I • ✓ C Med.-Coarse Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED (PURPOSE.
'1
W W / �r / �� t ';rll .� r • �' '_ 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A
W / PATIO O EXISTINGREMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
a j �_ FFE = 54.1± / 1 x r' INSPECTION
(0 7W #300 PORT TO BE 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND
-/ EXISTING l \ ABANDONED LOCUS PLAN
APPROVALS FOR THIS PROJECT.
w ,� 3-BEDROOM x Z 10"/16" OAKS x \
W / DWELLING // Z � O x \ SCALE: 1"= 1000' 132" 43.30'
1 c C) k \\
1 FFE -58.0± % W O J x \ No Mottling, Standing or Weeping Observed
CIA FFE
FRIGN DATA LEGEND 0 DECK �/ x EXISTING SAS TO * Perc rate taken from soil log dated 6-24-11
/ GAS BE ABANDONED v performed by Down Cape Engineering on 50xO EXISTING SPOT GRADE NUMBER OF BEDROOMS (DESIGN) 3 file with the Barnstable Board of Health.AS - - - 50 - - - EXISTING CONTOUR
DESIGN FLOW 110 GAUDAY/BEDROOM �
GAS _ 16" OAK z &' r1 PROPOSED CONTOUR
/ 213, /' (1) PROP. aN rcvlk TOTAL DESIGN FLOW 330 GAL/DAY
MAP 270 HC-1 / D-BOX o DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT DATA EXISTING LANDSCAPED AREA
LOT 95 � MAP 270 USE EXISTING 1,500 GALLON PLASTIC SEPTIC TANK PERC NO. TPT-19-226 V v EXISTING OVERHEAD WIRES
1 8,738± S.F. / (2) LOT 162 INSPECTOR: David W. Stanton, RS
` (3)4./ r 12 OAK
x MAPLES 0 EVALUATOR: Michael Pimentel, EIT, CSE -W -W EXISTING WATER LINE
X-X-X NC E(T yp) // 2 d /
C.S.E. APPROVAL DATE: Oct. 27, 1999
X X-X X_ � P 1 r INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE GAS EXISTING GAS LINE
X / X ; DATE: December 13, 2019
S77 (4) 54x3'.. 11 p, SIDEWALL CAPACITY TEST PIT#: 2 1� TEST PIT LOCATION
12'2411E / 25.0, (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S..F.) = GAL/DAY ELEV TOP - 54.30'
112.45, (25.0' + 12.83) ( 2 ) (2' ) ( 0.74 GPD/S.F.) =112.0 GAL/DAY EXISTING 1,500 GALLON PLASTIC SEPTIC TANK
(3) / ELEV WATER = <43.30' O ®O
BOTTOM CAPACITY PERC RATE _
MAP 270 �' > >�_ / - PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
LOT 96 PROPOSED TWO (2) 500 GALLON ' - _ I (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY
(25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY DEPTH OF PERC=
❑ PROPOSED DISTRIBUTION BOX
H-10 LEACHING CHAMBERS W/ MAP 270 TEXTURAL CLASS: 1
SURROUNDING AGGREGATE `
LOT 161 O PROPOSED 500 GALLON LEACHING CHAMBER
- TOTALS: -
PROPOSED INSPECTION PORT
TOTAL NUMBER OF CHAMBERS 2
011
TOTAL LEACHING AREA 472.2 SQ.FT. A Loamy Sand 54.30' REV. DATE BY APP'D. DESCRIPTION
TOTAL LEACHING CAPACITY 349.4 GAL./DAY 6" 10Yr 3/1 53.80' PROPOSED SEPTIC SYSTEM UPGRADE
g Loamy Sand PREPARED FOR:
NOTES: 10Yr 5/6 CAPEWIDE ENTERPRISES
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP LOCATED AT
EDGE OF EACH SEPTIC SYSTEM COMPONENT. 32" 51.63'
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION 300 ARROWHEAD DRIVE
OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY
HYAN N I , MA 02601
WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER
AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH SWING-TIES
C Med.-Coarse Sand SCALE: 1 INCH = 10 FT. DATE: DECEMBER 17, 2019
TEST PIT DATA. �tH ofS
DESCRIPTION HC-1 HC-2 2.5Y 6/6 Svc o 5 io 20 mmmommmmommmoommmof FEET
3.) ENTIRE PROPERTY IS LOCATED WITHIN A WELLHEAD PROTECTION
CORNER OF STONE (1) 21.3' 47.6' � CHURC PREPARED BY:
HILLJR. m
OVERLAY DISTRICT. RESERVED FOR BOARD OF HEALTH USE CIWL y JC ENGINEERING, INC.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A CORNER OF STONE (2) 46.3' 62.7' �1 2854 CRANBERRY HIGHWAY
COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING
TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE CORNER OF STONE (3) 47.7' 72.0' '% �/�E EAST WAREHAM, MA 02538
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS SITE PLAN CORNER OF STONE (4) 24.2' 59.4' 1 _j132" 43.30' -
508.273.0377
APPEAR TO BE INCORRECT.
% Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4959
SCALE: 1"= 10'