HomeMy WebLinkAbout0005 LAWTON LANE - Health 5 Lawton Lane
West°$amtstable
A=214-016-015-Lot 32
i
TQ\ OF,BARNST
LOCATION SWAGE
I 'f Oil
VILLAGE ASSESSOR'S MAP & LOT 21`� "
INSTALLER'S NAME PHO NOQ
C "�SEPTC TAXFT /J
LEACHING FACILITY: (type) Lf afh
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: C LIANCE 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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
_ F-96"T 6r �aclS
Sig
-:23 �
No. 0 /✓ Fej
THgCOMMONWEALTH OF MASSACH SETTS Entered in computer:
Yes
1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppricatiou for ;Digpoga1 *p!tem Cow5truction Permit
Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components
Location Address or Lot No. �/l ce�'fJt/rYy 71�f/� Owner's Name, ddress and No.
2 q-01 b l v, rates�%e- — �•�ro.y?ficc sr-� ,l3 �� lle ffv,`
Assessor's Ma /Paz 1 �/p eQ V A417
�gy.T-
`1I Installer's N,ame,Address,and Tel.No E- 4 t_ _ ,CrL — Cbo Designer's Name,Address and Tel.No.
clo
ls� 8,4®c l
Type of Building:
Dwelling No.of Bedrooms -� Lot Size /6 28-7sa. ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow J® gallons per day. Calculated daily flow 3 S b gallons.
Plan Date - 3/1-0-3 Number of sheets Revision Date
Title S/ * / 4At,.17VA/ Z!Irews
Size of Septic Tank /.S //4� Type of S.A.S. wbe r- -e ale
Description of Soil 5e- 5/?,e l(3)
Nature of Repairs or Alterations(Answer when applicable) ENGINEER, MUST SUPERVISE
INSTALLATION ANC CERTIFY IN WRITING
THE SYSTEM WAS NSTALLED IN STRICT
Date last inspected: ACCORDANCE TO PLAN.
Agreement:
The undersigned agrees to ekethheonstruction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisionsof the Environmental Code and not to,place the syste m o ration anti a fi-
cate of Compliance has been issuBoard of Health. D�Ca'-� �
Signed Date '
Application Approved by Date
App 'cAfion Dimes pproved for owing_reasons
DIJAI kI R j E VZ +9►t ,L- ( 2 ��10 C—0—A71 f=j; /.+any 0 r id
Permit No. y OYI�i> Date Issued
t T ' :;(: MONWEALTH OF MASSACHUETTS Entered in computer:lr
L/
PUBLIC HEALTH DIVISION--TOWN F BARSTA Yes✓
OS BLE, MASSACHUSETTS
ZIPPYication for Migaar *pgtem Construction Permit
Application for a Permit to Construct( V)Repair( :)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
�1 Location Address or Lot No. ,',(3 9 3' eo7�r i� 101' at Owner's Name,Address and I.No
[a,
Map/Parcel Assessors Map
/ Installer's Name,Address,and Tel.No_]Rx?,vti �.� co✓1 Designer's Name,Address and Tel.No.
,+ �Q.�✓ .ate o�z G YPZ621-1d 4-non
Type of Building: ,
1. 19weltlin'g IL- No.of Bedrooms 3 Lot Size 16, �,&sq. ft. Garbage Grinder( )
ther Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow O gallons per day. Calculated daily flow 3 s� gallons.
Plan Date 1 Z- / D Number of sheets Revision Date
Title
r Size of Septic Tank �Saa ~�i�//o.J Type of S.A.S. r
Description of Soil s s e �,e S i1 L4 -7 (3)�5 y"`�'
r
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned ^1'ed a rees to e e the construction and maintenance f f -
g g o r e afore descnbed b on site sewage disposal system
in accordance with the provisions f• le 5 of the Environmental Code and not to 1ldce the system in operation unti a y &
cate of Compliance has been issue y his Board of Health.
Signed Date ZSd
Application Approved by ('' ) ti Date 2 719
Application Disapproved for t ins reasons
�-- r S S,} l)nl
6L)A T&yZ- 6W'1 c/?nL(y (f42L Tlb C—O-'.hM 1(y 0
r
Permit No. '>477 y-" 0"r7(,, _ 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 17 1 . ., 1 v<r, w+
has been constructed in accordance
With the provisions of Title And the for Disposal System Construction Permit No. Q Uy LI- tl 2 b dated a b -711 V
Installer Designer
The issuance Ithis ermit shall not be construed as a guarantee that the sy to nction desi d.
Date Inspector 1Z k1i
No. �76 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mt2;P0!6a1 *pgtem Con0truction permit
Permission is hereby granted to C nstruct(,Repair( )Upgrade( )Abandon( )
System located at 22g ew
' 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:Construction rrius be completed within three years of the date of thispgrmit.
Date: 2 4 Q7�l Approved by
T )FAARNSITAB
LOCATION 23q SjunEWAGE #zo
-OL-bilo
ors+Olb
VILLAGE ASSESSOR'S MAP & LOT A, 1
INSTALLER'S NA IE&PH O NO!� O f
N SEP��AN��A�ACI� �
LEACHING FACILITY: (type)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMPTDATE: al-1:11 C6MIPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
j Private Water Supply Well 4atd 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 360 feet of leaching facility) Feet
Furnished by
EMT 6r,
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let
1
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ID"
AUG-02-2004 08 : 12 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01
Town of Barnstable
Regulatory Services
Thomas F. Geller,Director
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax; 508-790-6304
Installer&Designer Certificatiou FQr�n
Date:
Designer: P L11' 'taller: 0�
Address: 44mr, �-lAddress: /
P
On - '2 01 V( was issued a permit to install a
(date) installer)
septic system at LL&I . based on a design drawn by
s4gress)
Y ► 0' at dated 6 - 23
(designer)
I certify that the septic system referenced above was installed substantially according to
the desi;N 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 moor dinuges (i.e.
weata than 10' lateral relocation of the SAS or any vertical relocation of any component
of the s system)but in accordance with State &Local Regulations. Plan revision or
certified -built by designer to follow.
Gr RNE
8 ign atvre AO ALA
CIVIL H
No, 30792
4�®r T
esigner s ignature) (Affix Des ere
PLEASE O LE•PUSLIOHEALTH RMJ1ON,
ISSUED UNTIL BOTH TIRS FORM MM AS-
)I=a
.AM RERN ALTH WMAUK
Q;Hu1WScpddDesiper Certification Form
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For Parcel Number 214016 '�
00 Rental Property(Y/N)
Business Name Zone of Contnbution(Y/N) a
r \
Area rrNurn;ber ,y b Co tammant Rel(`l/N)
Phone Fuel�Stora a Tank P�e�mit —
�
OmIWOrkS
i ere Test ••" Constructionsow
�Aiell permit
�. .......� ,, �/�✓ .- �e j��ii%ram ;� :.y�a _ 'v
File/pis rmitrNo 9755 r 76 \
I 2004
55,
Issce Date. r 02/27/2004
r l e
Gomplehon Dater�,Wwl ' r
S¢e f pti %-Sec TypelSize of 2 500 GALLON CHAMBERS W/4 FEET STONE e
Tank _ 1500
Comments I ,
mappar 1 214016 Qwner AIL
SCHIFFMANN RICHARD F TR p6oploc 0 LAWTON LANE
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Iild�y
Septic S. stems ti Sm lYC UStexrAd
Type I/A Seru[Ce Type
K IN Al"
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add ;delete records
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1 o w11 t)I Barnstable
1)ewlrinlent of Ileallh,Snfcty,and Environn en(li Services >>
I'iiblie Itcalth'. Division .
. � Q 367 Main Slrcct,Ilynmtis MA 02601
t unturernni.r; l _
Mnss;
rto�r.�► 1),lie Schethiled" . U�'I'ime ice I'd.
Soil Scritabilitp Assessment for Sewage Disposal
I'afunncJ Hy `�✓` J lT� WitncsSed Dy: 17 �QnAf�>Ast
LOCATION & G1,NF1141, IN!,0i ft IA;TION
Location Address 3`. Owner's Nan1e-f�-4T 1 t LID.
tL�" 300 -�n►cr �� 1
nsscssor's Mrap/Parcel Z.\4 1 ngrnen's Nllnlc STEPHEN J. DOYLE & SSOC.
NI,\V,CUNS'fRlICf10N .,, Ii"Gl'AIR I'clglhonc N 42 Canterbury Lane
2536
\
I.and:lJse' 1fbt:A 1a C sb ka fiAl .. Slirylcs(°o):.. Te,;e "-7 54.0-.2534� aT+ SurtpceS Olstnnces from: Open 1gVnlcr Doty...� 1S_ It Lusslblc Wr l Arca ! e„ ft I)rinkmg 14nlcr'\Nell \5-6 fl
1 ( / y
Dmilla e,;Wn , 5 SO .. II I'lopury I ine ' 10 It t7lher r Il
S"ICI fi`Cl l:.(s lcel nm,le Jill ,
tensions oflol,cxnel liicaliiuls oflesl holes&perc Icsls,locnlc%vctlnnds in proximily'la boles)
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RMR
P»1uU mnlurnl{6croglc) Cyr-.1oolAau r Uchth to[leJrocl a,
I)eplh lu Cirotiri Iwalcr Slniil g Walr r m I{Itilc /� c11e$fnmt I'll`)
`34 «' �*4•�k"- w - sf+'•dy.".;,� svye,7k �" -�.r;FnL 'Y ems. i '""°"<� "7 ,�„T
tsumnlcrl Sc�sunnl 111 h Urcnnrdu atcrVIM
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) 7 rRN1INATION YOR S ASONAL;I1IGI 1�VA'I'Llt'�'AI1LI,
MCII1n1I 0sell #.
Qupi�vF.�`1.NL�
t)eplb Observed shndu g Ill'ohs hAAI``e u1 I)eiilh to soil mottles 111•
Depth to weeping„from silk'of ohs.hplc f..., ;In UrilinulwnlerArlJuslrncnt Il
IndcX Well!! _ - ttnnilDlR I)nlc: _ _ IndeX 1VCI1 Ievel __ _ Adj.s(nclor _ Ad' UrouuJwoler 1 cv:ch>,
I'CRCULA'I'ION �.
Observation €±:i4 s.±, { ..:�
I lulc ll �_ Z 'lime al 9"
I)Cplh of 1!crc s= ., r*Y �9� r,:4rZ,t).= a Irflliine nl fi
Stnrl Pre-soak Tin1e rr \D''SS 1 Imc(9"-6")
M
I:nd Pre-sank
Ralc Ivlin.11nch L Z. " G"'L,, >s .�,•:. i
Sill:Suilnbihly Assessment Sitc Pnsscd r kSUc I ailed €, s�;"w s .v7lJdilioi al laslil "' 1"rt'
Niciled.
'
t 4i� r m,:v .l.a wj.-Wg tM1 S'' �#a t•�t!�.hq n�#d C€.1 - 3•"'.P'sv s ,'v tl kb" 'k$ �'3#-' '3a ;i 1¢t
On6innl. Ihrbhc IIC',hh llivision OI>sct anon hole,!)ltn 1'a Bc n Gu �tcled on Ilnclt
Copy: Altpllt,ntll.:: y>"` is 4r. JcJs s ..c�at ,q^' ' 1
k
4
I)I;I�,I' 013SI�1tVi1`t'ION 1),OLi;-_IJOC Ifole It
Depth liooa soil Ilorizoo soil'lcxlurc Soil Color soil Other
.Surface(ill.) (USDA) (hluoscll) hlollliog (Shoctorc,Stoocs,Iloordems'.
---- — Coll ' cal Y 1�9 17YC1)
r _^
4--z(-
lr t`, Spa a 72, 61 �N� ►.
Wo"'1' OBSEltVi1TION 1101-x� LOG Hole It.
Deplla lions Sn)L:Ilrniion Soil l'exhnc Soil Color soil Other
Surl':acc(in.) (I ISDA) (hluoscll) Mottliol; (S(aochoc;Slwics,Ilouldcacs.
0
�L.
Z G�
It
DEPTOBSKRVATION 1101_ E LO(. Ili►1c #
I)cplh liolo Soil I lotizrio Soil Tutiorc Soil Color soil Ofirer
Saoliacc'(io.) (USDA) (Alnnsell) Mlolllin
g (Shuclurc,Stones,Ilouldcres.
I.)I1;!PI'. OI#SLIAVA'I'ION 1'IO1..1� LOG Ilole If
Depth fool Soil Ilorizon Soil'fcxlorc soil Color Soil 0111cr
Slit Face(io.) 0ISDA) (N11111scll) hloltling (Shoclure,Shmcs,Ilnoldcres.
-- -- ---. �.511515.LSJlgY�s2.(il9)ycl)
77
— --
1imsu)IsII!'_i)!Kc lZ,;fie Nb, iii
Above 500),car flood bountlnry No — Ycs
willtin 500 year brionifmy No Ycs--- -
\Vilhin 100 year flood boundary No Yes--
1)pplll of NL1.[u ill c uri-iltt;_1'c)'vi us 19aleri_i�
I)oes at least titer feet of naturally occurring pervious material exist in ;1•II areas observed lhroughont Ills
arcs proposer) for file soil absorp(ioil system'?
If not, what is the depth of naltn-ally occurring pervious Inalerial'? --
S<�1_Isic;l(itl I!
I certify Ihat on (dale) I have passer) Ole soil evahlator cxaini)%I(ioii ;ij�jlrtiScil by the
I)ep;rl-Imcnt of linviroomental Protection and that the above an;dysiS was performed by nle consisfenl,ll Illl.
the required training;cxper(isc and experi'c lee described iil:3I661 tlt 15.017.
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Search for Map/Parcel 214015 Tow of Barnstable
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; For Parcel Number 214015 " ~` s ental Poperty{Y/N),f
B'usmess Name
Zone pf Contribution{Y/N)
Area Number rr "` /p Contaminant ell(/N) „
Phone -I Fuel Stora a n Perrnit {�:77
2,11
r s
" I
Cardl,Qn file
pw �% - DlspOsai llSork$ '`'� z re Test Con truct�an
y� /i Wel Permit
aFlle/P�ermlti7O
l /
A
ssuance Date' g, y '
Completion Date
Size of Septic Type/Size of S�iS
{ '
i/%%%
Tank/ ;r=z �
Comments
mgge
mappar 214015 Owner MORIN JACQUES N ' proploc `237 SHOOTFLYING HILL RD
/ „
Y
ON
InnovativelAIternative Technology Septic Systeiits Smgle�or
�� / I!A Type /1!A entice Type
Glustere
add % delete'records? ya ,
I olwll OI 11i►1'I1St;ill)le
I)ejuir(n►enl of lieauii,Safely, and Environmental Service
IL Public Ile.-dill Divisioll Dale
5( 367.Ma!n SIrecI.IIymmis MA 02601
1 uAnnerenM
r63p �
Dale Scheduled CJ(J r ®(/ •lime �cc 1'Q. _
I Soil Suitabilitj) Assessment f n- Seivage Disposal
I'crformcr .S�-���.Z \VitncsScJ 13y: —1;:>. 1-ADftp3,,11,`
S ` '
U..TI I c I"1ZE1L I1VI�OR11'IATI IV
Location Address Owner's mime-f-10,
css 3s0 ?�►0.5 f
Assessor's nlnp/1',rccl: Z;�e�--►�"s'L �l: n , rS Engineer's Name�` STEPHEN J. DOYLE & SSOC.
NMV CONSTRUCTION REPAIR Teleldtuue 11 42 Canterbury Lane
East Pal uth A4,, 2536
LmtdUse VM,p1at.- �A00 Slopes(°6) �naar�y SnrfnceSfieisep g: 508/540-2539
Dislances From: Open Witter Body F u Il Possible Wet Are, 1 e R Drinking\Vnlcr\Veil Iqb fi
Drainage Way 6 11 I'roperly Line It Other 11
SIC "rcl 1: (Slrcel unmc,dimensions ol'tol,cxncl localions of lest hnlcs&perc Icsls,locale wclimrds in proximity to holes)
zy' 46r
P
3Z
1�3
J
51apo
1'rrrenl mnlerinl(geologic) Q" Depth to lledrock 1�1�tp
Dcplh to Gromulwaler: Standing Walcr in I lole: \Viceptng from I'll Pace +\\�
Ialimnlcd Seasonal I ligh Groundwater
I TiJIZ1`v1INATI0N VOR.SI ASONAL 111GILIVA'I'I I2.'J'AIILL
naetitrrd ilserl: r_t t.a+ eAc�uI L49r=:
Depth Observed standii g in obs.h Ic: in. Depth to soil mottles:
Depth to weeping from side of ohs.hole: in. Groundwater Adjustment Il.
Index Well It _ .. Rending DOW ._ Index Weil level. __ _ Adj.factor..__ Atlj.Groundwater Level
I'CRCOLA'I`IOiy`I'CS`I° '`ii�ile9�s\ ilrlre �o,ll_
Observation
I tole 11 �_ Z Time at 9"
Icplh of Perc Time al 6"
Slat(Pre-soak Timc n &I 5.17 '['titre(9"-6")
I-lid Pre-soak 10:Tb l0k�4�;'
U�P►zts�.`rb Sti1U.RA.�
Ru1c Min./Inch GZ LZ
Site Suitability Assessment: Site I'nssed Site Pnilcd: Addilional Testing Necded(1'/N)
Original: Public Ilealilt Division Obsel-I'Mio►► Ilole Dnlsl To Ile Cou►pided on 111clt j
Copy: Applicant
1)1;1?.I' Oi3SI,itVATION I)OU1.:LOG. (tole It
I)eplh liour Soil I lorizun . Soil Texture Soil Color Sail (')liter
Surlhce(in.) (IISI)A) (Mansell) Moilliog (Sln;clurc,Sloncs,Ilouldcres.
^4
llKEP OBSERVATION 110L11 LOG hole 11
I)cplh lionr Soil I lot izun Soil Texture Sail Color Soil Olhcr
Surface(in.) (USDA) (hfunscll) Nlotlliog (Slnrclure,stones,Ruulderes.
n t► i ��r�c Z�N•vi'
L' �\�
UI;IT OBSERVATION 110I..,E, LOG Ilole It
Oeluir lions Sail Hot Soil Texture Sail Color soil ()liter
Surface(in.) (USDA) (Mansell) htnllling (Siruclurc,Sloncs,(looldcres.
u1f15�5L�Y.�r(ir�ycl)
OIISLItVATION IIOI 81 LOG Ilule I/
Oelrlh Isom Soil I lorizun Soil Texnoc Sail Color Sail Ober
Surface(in.) (USDA) (Mansell) Mollling (Siiuclurc,Slnnes,hooldcres.
— �,..(f11�1SLJ1�Y,12(itglvcl)
I l
I' oi>sl ll�s�l�-_lilcc 1i,�1e 1�1� (>s .
Ahovc Soo year tloo<I brnnulary No____ Yes
Wilhin 500 year buundmy No--m/ Yes__-.--
W ilhin 100 year Ilea<I boundary No Yes—_
1) Illo NN_iliiLill ccuu-Jim Pcrv'otiss Material
1)oes at Iclisl four fcct of lial(n-a(ly occurring pervious nimerial exist ill all areas observal Ihroughoul the
area proposed for file soil absorption syslem7 -)-�
If not, what is life depth of nalurally occurring pervious Inalerial? _
�ci-lificali(�ii
I Cerlify Ihat oil --�� (Ante) I have passed the soil evaluator examination approval by the
I)epnrinlenl of Elivil-onuleulal Proleclion and Ilial the above analysis was palormcd by life comislenl
the reduiral training, expertise and experience(described in 310 C R 15.017.
Signature Date O(O-Ok-00
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Preliminary plans-and layouts by 0C.D:are for the use of their eustomef onty YAhy other use iT 5[ c[ly .papn,Oite
TOP FNDN. AT EL. 54.5' SYSTEM PROFILE TEST HOLE LOGS
} ACCESS COVER TO WITHIN 6 OF FIN. GRADE (N
OT TO SCALF-) PROVIDE INSPECTION PORT WITHIN SERVICE ROAD
ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: S. DOYLE
//" MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 55.0' WITNESS: D. MIORANDI, RS
RUN PIPE LEVEL 2" DOUBLE WASHED PEAS ONE\ DATE: 6L1 /00
52.0' // FOR FIRST 2' / 3' MAX. PERC. RATE _ < 2 MIN/INCH
PROPOSED 1500Ti
51 .80, GALLON SEPTIC ��1...�'. / 52.0' CLASS I SOILS P# 9722 y<<�
TANK (H- 10 ) GAS
BAFFLE 51.45' a00000 51 .28' [� C1 C2. Q 0 Q O CI
0 51.17' 4' AROUND
( 2- % SLOPE) \__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]) o$g, 2 O O f� L� 0 C7 0 49,17' ELEV.
Locus
Q Q
DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE O.. 54.8' 0" 54.0'
TEE SIZES: A A
INLET DEPTH = 10" „ SL
„ 4 SL
OUTLET DEPTH = 14 13' LEACr.;lNG 10YR B 3/4 4. B rL10YR 3/4CATION MAP NTS
FOUNDATION- 10' SEPTIC TANK 10' D' BOX FACILI LS LS ASSESSORS MAP 214 PARCEL
5.17 ZONING DISTRICT: RF*
26" 10YR 5/8 52 6' 26„ 10YR 5/8
51.8' YARD SETBACKS:
C 1 FRONT = 30'
C1 SIDE = 15'
PERc A COMP. FINE
COMP. FINE REAR = 15'
43.0 44.0' SAND SAND
+ 43.1 --�__- 2.5Y 6/2 FLOOD ZONE: C
43 84 84„ 2.5Y 6/2
\ + C2 *OPEN SPACE SPECIAL PERMIT
+ 45 3 6a g6' C2 ALLOWS REDUCED SETBACKS
SAND
'28.52� FINE FINE SAND
-I- -----� & GRAVEL
4 & GRAVEL
LOT 1 2.5Y 6/3 2.5Y 6/3
4 6,284t SO. T A _ 120" 44.8' 120" 44.0'
- - ` NO GROUNDWATER ENCOUNTERED NOTES:
-- N 8 � + 46.7
\ 1. DATUM IS ASSUMED
•
9 o �r _ SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWED ) 2. MUNICIPAL WATER IS AVAII ARI F
+ 4 .6
+ 9.7 nFSIGN FLOW: -3 BEDROOMS (-110 GPD) = 330 GPD - 3. MINIMUM PIPE PITCH TO 91F 1/R" pER FO'nT.
a USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
SEPTIC TANK: 330 GPD ( 2 ) = 660 5. PIPE .JOINTS TO BE MADE WATERTIGHT.
PROP. DRIVE. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
> USE A 15.Qa- GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V.
LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
2(25 + 12.83) 2 (.74) = 1� TO BE USED FOR ANY OTHER PURPOSE.
49 r o SIDES:+ 51.8 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
25 x 12.83 (.74) 237
� =
I y BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
w LoIC, / TOTAL: 472 S.F. 349 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR
PROP. DWELL.
W � EQUAL) WITH 4' STONE ALL AROUND
S N w TF = 54.5'
4
53.4 LEGEND o
` N,�1�`c TITLE 5 SITE PLAN
S? + 3.5 TH2 0 \ cl^
/ A o _ 5 100.0 PROPOSED SPOT ELEVATION C'\ OF LOT 1 LAWTO N LANE
,% 100x0 EXISTING SPOT ELEVATION �-3�
I �M
5 1 � TH 1 32.00 n-,c,n �I U l
53.2 --� _._ 21•6 �' � IN THE TOWN OF:
1 0 PROPOSED CONTOUR I ( CENTERVILLE) BARN STABLE
54 - �� r - ss ------ I 3 z
RESERVE o lC
5 0 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY RY BUILDING
�N 56 L_��___J E g LD G
o 3S 6 - ------
57 0 123.00
,- -- 20 0 20 40 80
58 57 - -
® 6 -____ - - - - _ - _.._ - BARD OF HEALTH
5 58 58
-
59 _ - - +� $ _ - - - - - BENCH MARK - CTR OF ' -- APPROVED DATE MIA SCALE: 1 " = 20' DATE: DECEMBER 28, 2003
- - C. BASIN ELEV. = 57.7
sxo o TFLYING HILL (DOES NOT INTERCEPT
R OA GROUNDWATER)
off 508-362-4541
fox 508 362-9880 OF AfASS 9 C
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Boa ARNE SG ZH OF �rRr �,�plCcD 10c*l
clown cape engineering, Inc. o H ARNEH, �� 7/
OJALA y .� CUAI q N
CIVIL ENGINEERS No.2634811 CIVIL
LAND SURVEYORS °PEss� � A N y
03-- 108-- 1 939 main st, yarr�outh, a�a 02675
ARNE H. O.IA .E., P.L.S. DATE
_ ,-_ -