HomeMy WebLinkAbout0065 THREAD NEEDLE LANE - Health 65 Thread. Needle Lane
Centerville
A = 210 078
No. 4210 1/3 ORA
10% �6 J
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Nos2M2x7- 2-20 _ a FEE 56
COMMONWEALTH Of MASSAC14USETTS
Board of Health, &rn s -461 e , MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair( ) Upgrade(4 Abandon( ) - KComplete System ❑Individual Components
Location , Owner's Name —Auj Pres4o-,,
Map/Parcel# Al4 /p 76,210 ,, ee Address 6-5-6-5-�-
i (4 Of LLK�,�✓,/Lp
Lot# (&4- q Telephone# CS-'*) 77/- j19f
Installer's Name ��Stvne CosaSh2cf aa.. Designer's Name
Address /0O� �Oz lZr�s9 . fS `� and UZG,Id Address .2 3 s7_ . ����a� S � A r rL
Telephone# � �-Z .q 3�j T'T Telephone# lf�� i3 �wu°J
Type of BuildingJ�yt Lei r^1 J�y Lot Size_ �8��`U� sq.ft.
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type of Building ��� No.of persons Showers ( ),Cafeteria ( )
Other Fixtures N/-1
Design Flow (min.required) �j 7� gpd Calculated design flow ::3 2--0 Design flow provided gpd
Plan: Date 1Z�✓Jl3Z Number of sheets �: / Revision Date
Title 2 ��1an� Vbco �� /�e�rl A&&J�P �q �.'tEC/✓���o �!/d�-
Description of Soil(s) Q"/6 c/ ��// /O c=jti `1 & SL
Soil Evaluator Form No. s,F3GVn z g L/sty+ Name of Soil Evaluator�? � /�Date of Evaluation ✓5 0 2
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees o 1 thersys em'in operation until a Certificate of plitan a has been issued by the Board of Health.
Signed _ !`� Date �/
Inspections
f7�l' ^ �• .� fl�MWwla.� �� y cy
FEES./
. .ir
,w COMMONVAALTH OF MASSAC14YSETTS
Board of Health F-10 r4 S kj/v fe
APPLICATION FOR DISPOSAL SYST EWCONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair( ) Upgrade(A Abandon( E(Complete System ❑Individual Components
Location �� �1KA�/ AJ,0X-d, (e (G r-e Owner's Name s/
Map/Parcel# �q40 2/0 /p a Ice/ 78 Address 4Y 7A1-CCdA)&4/4P t4 LCM--{s ,4 l i
Lot# f. q Telephone# 771- 7dl 9 t
Installer's Name Fq•s&,e C n sfrvC Designer's Name
��. ,5� iA.elr,'.t Wa,,-,4J R4-,/t;2c Fi<j
Address �---^' Address
/�O� �oX /289 fb•^�'st�c[< / UZG44 ?.7 e a1/6,, �e5/,/k4 / k+
Telephone# �. J� 4 7-B -q 3 DO Telephone# CO 77r 1-3 /1z6 4-4
Type of Building S1�tN ffc 5,,,r W+•'�� Lot Size 2 0,X001 s ft.
q
Dwelling-No.of Bedroomsvv.,.-_. / � Garbage grinder ( )
Other-Type of Building /1j//+ No.of persons Showers ( ),Cafeteria ( )
Other,Fixtures
Design Flow (min.required) gpd Calculated design flow Z,3p Design flow provided :35" ?gpd
d
Plan: Date '"t 123h- - Nmnber of sheets Revision Date -,)IATitle c> +c S J�nn boo &,]V, 6 s - 11/ead A)j-1 1& �q re,7 PC;,a,11,0 A4
Description ofSoil(s) 6—/1i /6`=J,6 S(- ��?i7-" QO L S
Soi al g ll Evaluator Form No. Sku �i�rr-+-Name of Soil Evaluator�"le&—l-/71 ACt_ Date of Evaluation 10 2
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to.not o place the sys em in operation until a Certificate oVTT
fianee has been issued by the Board of Health.
Signed Date
d
0
Inspections
1
No. FEE �J
COMMONWEALTH OF MASSACHUSETTS
Board of Health, ✓A.5/'4 MA.N
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( )
by:" t V I_1 _ re r
at L��7 y AkfP t.Q L
v
has been installe in accordance with the p ovisi`ns of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. 'JVD? 0 , dated d . Approved Design Flow (gpd)
Installer n
Designer: Inspector: Date: 613102
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No.rG c..�)�-�/y� Z 2 ZV�1 FEE�T—✓"— am/y
i
,COMMONW[Atlfl OF MASSACHUSETTS
Board of Health, l n!hC 4(.0 MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( Repair( ) pgra/dqe( ) Abandon( ) an individual sewage disposal system
at r-erA O 6 _?. e- ,( / 4 as described in the application for
Disposal System Construction Permit No.7.(-'bn_ 7 ZO_ , dated S'
Provided: Construction shall be completed within three years of he date of this permit. All lkal conditions.must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date, J UL— Board of Health
a
TOWN OF BARNSTABLE
LOCATION , SE AGE # f?Ua- aao
VILLAGE N� y��"e- ASSESSOR'S MAP-& LOT 0- 07
INSTALLER'S NAME&PHONE NO. 1`r?
a
SEPTIC TANK CAPACITY i
LEACHING FACILITY: (type) �(size) Ulf
_
NO. OF BEDROOMS
BUILDER OR OWNER JL0A, Q�e'S�dw
PERMITDATE: COMPLIANCE DATE: 6-3-0-
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
I
T1
OEU QeHr
� I 015t
2-- 366�
qs l Q Z 3 _
1�2 y0 , C�
3 2G`
TOWN OF BARNSTABLE
LOCATION � �� �1 SE AGE # 00a- as 0
V.LL.LAGE l F'A(��Jt U��'� ASSESSOR'S MAP & LOT 0- 07
INSTALLER'S NAME&PHONE NO. y 1`S'Vj
SEPTIC TANK CAPACITY Ian
LEACHING FACILITY: (type) Crd (size) 60 54
NO.OF BEDROOMS ..� (—
BUILDER OR OWNER[t LAA- ��5kdv�)
PERMITDATE: '0- COMPLIANCE DATE: (GJ-3 Ga-
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
A RQNr
DCU
15
3 y0'6' O '
y5 l Q 2 s
2 y0 ° O ;�
3- g0 26'
TOWN OF BARNSTABLE
LOCATION U-N
VILLAGE C604e,(.0a k ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITYAtyp ) Z � IL S' (size)
NO. OF BEDROOMS PRIVATE WELL OR UBLIC WATE
BUILDER OR OWNER � f1 GG U`1 P '►2�r�e�
DATE PERMIT ISSUED:
DATE .+COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
►� J Q y � �
�.
��.�,
yid �
�d� s�� ,� /d�
,� 5
� .<
Existing Cesspools.
(punp & fll( w/sand) d'
99 PROPOSED CONTOUR
Existing Cesspools O se
PROPOSED SPOT GRADE
(pump & fill w/sand)
V yL Al --40 EXISTING CONTOUR
c 7heoC Neeole m Q.
V W 1 PO• 30.23 EXISTING SPOT GRADE �' r o c c
w N TEST PIT s u
3S•g6 90• pl' 3 Q \ 'c e' one
Sg86 E —W— EXISTING WATER SERVICE Greeat Marsh Rd e's v
EXISTING TREE ran
LOCILJS P
45 Protpp, ^ `, �\ - Route 2B
/Sean c
r
LOCUS MAP N.T.S.
46( l'r� / f• V � Wires-r'� �a :o
ove40
`'fhEY \\� GENERAL NOTES:
P l Prg ar V
D x V �VE'GY V 1• ALL CHANGES 70 THIS PLAN MUS"T BE APPROVED BY THE LOCAL
t� BOARD OF HEALTH AND THE DESIXGN ENGINEER.
. i Tp),•>. '� Q r 1 I
l EL/4 3 h ^ I w I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Q2
L C,j � (V I �� I OF THE STATE ENVIRONMENTAL CCPDE, TITLE V, AND ANY APPLICABLE
ll IM\\ LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SMALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL 6l,( THE BOARD OF HEALTH AND THE
LOT 9 I ty DESIGN ENGINEER.
MAP 210 j I 4 FROM ANY CONDITIONS
SHOWN HEREONENCOUNTERED
SHnA LINBE REPORTED CONSTRUCTION
TO THE DIFFERING
DESIGN
PARCEL 78 l ENGINEER BEFORE. CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUIWIED DATUM.
6. THE DESIGN ENGINEER IS NOT RE,.SPONSIBLE FOR THE FAILURE OF
RNp j' I I y THE CONTRACTOR OR OWNER TO (NOTIFY THE LOCAL BOARD OF
51 HEALTH FOR PROPER INSPECTION`S DURING CONSTRUCTION.
A m `4I q I u\ ` 7. WATER SUPPLY PROVIDE BY TOWN WATER MAIN.
BENCHMARK a I o� �j\ 8. THERE ARE NO PRIVATE ELLS LC;OCATED WITHIN 150' OF THE S.A.S.
OP OF CONCRETE ��� \\ I O� I 9. AREAS DISTURBED DURIN CONSTkRUCTION SHALL BE RESTORED TO A
RT. BULKHEAD CORNER I EL:* 47.77 (assumed) CONDITION ACCEPTABLE TO THE OWWNER.
`�\ � I I
I 10. IT SHALL BE THE RESPONSIBILITY' OF THE CONTRACTOR TO VERIFY THE
I J, g �„ `� I THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
I S•�> -99- 8 \ I \ ► CONSTRUCTION.
j 9��• `� �\ 11. WHERE REQUIRED, CONTRACTOR S3HALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
\N �V j `� AND RLPLACE WITH CLEAN FILL AhS SPECIFIED IN 310 CMR 255(3).
12. PROPERTY LINES SHOWN HAVE BIEEN COMPILED FROM EXISTNG PLANS
h V 1 I AND DEEDS OF RECORD AND ARE- APPROXIMATE ONLY. THEY DO NOT
+�' �4.5- VV I REPRESENT AN ACTUAL ON THE (GROUND PROPERTY LINE SURVEY.
�I 'I NN OF M9f•
f9c�� PROPOSED SEPTIC §YSTEM UPGRADE
garage I � I � PETER T. = r.rn I-rrn�.n I I r ��n
IJSE I , i U McENIL 65 THREAD NEEDLE LAN— VLIV I LI\VIL.LI— IVIr\
CIVIL I
I No. 35109 Prepared for: James Preston, 65 Th.)read Needle. Lane, Centerville, M/
,OUTAfCISSEec� � Engineering by:
SCALE DRAWN JOB. NO.
N IFS i0 Engineering Works 1„=20' P.T.M. 52-02
23 Deer Hollow Rand F restdole, MA 026444 DATE CHECKED SHEET NO.
2i Q Z (508) 477-5313 04/23/02 P.T.M. 1 Of 2
LIJ
C, �j �1�
Tim 11 u1' 1jaI-lislall�i�� 1',d
1rimrltltcltl t+r llcntth,5:rrttq,nln! Favirannfe,wai Ser'vlcgy
�%% •,� 1'111►Iic lleafill Division
{ i nAa�ddpr,�f*e�ar�
/9ANt1
':cc I'tl
Soil Suilubilitr /�,5',5�.',1',�9/ICOIf f!10'.��'Cit'«xC' Disposal
f'rtr„rtr,ctf 1: [ Q .._. 1"""dell;.)y
LOCATION)'ION GEINFRAL INFORMATION
-oca,;<r,+ 1if,lrett Cos- / kA&d Pudte tome I Tom? q w:rlrie �lytt�S
CeHr* ,iY(s� ritlte« 6S 7A&-Act Mtcd4l Ca
Aatit,ttr, :S,{:y,;l';71Cc1 /��,i9 6.jlS parcel 78 lik"A-eKf"ec
N1..1a i III, .1C 1IION �M1I/ ilq;l'Aiii k �',7p- 1��-5 W0,44
I �t fle ll!1n Hn N
- ----.a_..._._..— - . ._. ._._.. t+;ue r..., 4. :.rr+rxt Cimret4
1ii<ltt,n:re fit,,,) tlq,cll Molcr WWI-.;340 ,_ _ !1 !'.+st,!�Ic.wrt nirt .71 .ql ihiiiklop 1l'nftr )1'Ctl
131m„c'itc Was, it I•r,q,tt:) r.rrt: Sb:t t:' tltf:r I1
sk T1, I CI I; ;.Cir:t1 urtt tc.,iimr;resnars ar l.,r coat,'nevi+nt r,,:r f hnlct!. pr c Irtit,1,,rml^+,tllmr<f• in ltw.,ilmly fit
� <bC
C.7Tl4d:r� J el
ilcpth Ic+c.;,auntl,�ntcr $1Ar„litt�Wnlet i„Nrtc; No�� �t t•cpn+t f+rn:i'il l acr. /Unrt e
l t'i+ttTted SCns,rlal tliell r u,l -
, i tt� 1 water -
DP.•I•GIt.MINA I'ION I'OR SEASONAL MGM SS-d1'i'I?Ii�,'t'AIILt�,
raeet►„,rt 1is,�tf ,
f:Degr;ft t)�5r.ropQ 1lntttlf,l`D,n(s Ilt,ic. Irt 1)rit;h f:`talq Ntrdllfq; to
(?pt,lli ti/tG�:r1ry�r1oU1 tire or Aq ho _ in (lrrn.nrrharirr•1dt+,siiattttl I!
ftir't.v Writ d Rrncfinp t1Mr, :'nrlrr 1Vt11.4..0._.....__. - 11r1( fntfol _... .. Aoli (i;•tnctl»�Iet I,evti
I Ct;1tf� 77I(I.AjN 1'ISS'T' tlgfp lflf+.pi��tj,l�l
iiitenl9'
Ic(•tl,„q i'trt: J I in,r it{,.
SS'9+ "rt vn;tk •.e;t.t,� ���'�a7s� I+nte f4'•''1
1.n 1 r tt•t„nk b 04
f(mr,loiti/'l,t'1,
rMe C0141',)ilky A310Mt1lleill. Sift rusm, { CBg6 1`41ieti _ AddiUnitAl I C9itlt�tVttdltl(Y!!t�l-,_. _
06pi' ill: rl'td+c t1rnf117 Oivkmi, Vhelrvngiurf IWC Pills) Y u Be C:nftttttcic'd mg !)tide -�j
c;t,q,,, AppU';;tn1
DEG '08SE.- VATd01V HOLE LOG 110f 0 f
thlvt;t frnrrt I Rvlt Ikirlton Snit Iegwre , qgei f;nlrsr ' "oil } (ltttee
Surface(in) 7 (USDA) tMunstl;) Atusrlir,� (atrt►tttree,Slc,tea,iian!dcres.
r�
3Z - -13 Yid 4/4
3 j Z c 2,!r
__.._..-1DEEP 088C,R VATRON HOLE LOU Hole 0
Itrptit frrsen ! soil firrlsno Soit'lexiurt ( Coil V-01'+r Soil Cltlter
Surfar.:ttn.) i (1151;.q) + (R9uaetN) M9rftFiieag (C1,taetuit,sttxwes,1Ja►ultierea.
1
I
[ EEP..OBSERVATION HOLE LQ U_ _ 14010 IV
flop+h rrot:9 Soil itnriton Soil Texsurt soi!Color Sj? ( W 011ie?
Sur!ice(in.) tt;YUAp (°.9trnseit7 i hlr,lttir� (Sleucit;rt,Stone•i3oWderei.
i t
-DEEP OBgERVAT ION ROLE LOG
_._.__.Hole 0
Depth rrarn Soil horizon SO Ttxturc S0 Color Soil Ullset
Si:ifaee(in j � (t1.5DAa MrttdlnR (Stru6ttrrr•;9!oncs,)iovldert:r
I l
}
i
W _
AN?.e 400 ye4v Poc)d batindary Ni,
Vris!rrt OUreat brwmlaty No._....._ yes .-....
Wilhln 100 veor t!ut+d-huundaty No Yee y�
d253tt�l.�t�!"!�Ela1[t�l1v(Jac rrr al$$'�i.Y1�.i�H$.iBL�1.8
Does a; ieRst "our feet of naturally occtirristg !rIv!e°ir.f ex i'i in wii ltrrax 01'Wvsd thro,rglruut the
irea pfoposed for the soil absorptioi; system''
if rIV,, w?+ad is the c#eptl,rf:�attualiy oCt;Llrrint perviMt$ l",Strfg a+:.? __....._...
Q�sr3itS�tt
t Certify that! (in (date) E h,avr pa.5sed dit soli t mivator txam.r.atiors npµioved try the
L)t•p! rtme,nt pf Eovjfont11,t18its1 Prolutton and Thal the 81>(,v( 81rR1}sie%tas perforllied by!",e can$scent w^ittt_
the re i?uired training,eap+rr!Ise ar,u exppoerience desrribtd iri I1 L'CMR 15011.
'Dale
' I rpr99
b NOTICE: This Form .Is To Be Used For the.Repair Of Failcd-_1.
Septic System's Only.
CERTIFICATION OF SKETCH AND APPLICATION FOR A ®IIFQSAL,
WORKS C ONSTRI,'('Tl®N Pl"R ACTT ((WITHOUT DESIGNED PL.A
hereby certify that tine application for di_ 5 app 3posal works
wastnxtion jneima signed by me dated _ _ ,concerning the
rr�C
property located at 4.5' 7A^cad /U�l�__..._V_.�......_._.._..�..� ...... _,_.�..,...�. Meeit all of the
following criteria:
• This failed systirm is connected to a iesidentrai dwelling only. There are oc commercial or bwiness
oos associated with'he daeel'ing
• The svil is t!assitled as CLASS I and the perc,,)'ativ,, rate is less than or equal to 3 minuted per inch.
• Tlterc we no wetlW'Js within 100 feet Of the Imposed senric 1)5"em
• There are nc private:vel!s within 150 fee(cf the proposed septic sdstent
• There is no increase in !low and;or change in use prN)i;sed
• There are no variances requested or reerted
• The hortom of the prnpnied leachm; Hail not(x !nested less than five feet above the maxitt•.um
adjt:sted groundwater table elevation 'Adjust*.he groundwater tame using the Frimptor method when
app'icablej
B If the S.A S. will be located with feet,of an ---et:ands.the bottom of t1w propos-ed
leaching fac.ltty will not be located its than ro<i:t en i lCl `eet abotie the mmmum Adjusted
groundwater table elevation.
Please compete the following: L : �Q, ',?xc -► l'`35,
A) Top of Crourkd Surfa,:v Elevatio (us:n j 315 -n!tirmatiori)
9) o W Elevation �• MAX. H i;h Ci `h' A'just�rert •�_ .�._..._.�..
DIFFERE $ETWEE'd A. n"J 'i
Pleacsc fiketch proposed plan of systeri orl i:ac4
Based upon the agave inforrriaTiCrl, a repair peirnit Ad ue issued tc' _ __ .bedrooms maximurn
dik;ition�< t,;edr(rwas are authorized in the future hi,'oi.t rrcinieertd septic sratern plans.
� 'eaairfi f^.ter.<!tr
Ex/stln Cess ools LEGEND il% WEQUAQUET LAKE
(pump & FRI w%sand) I
gg PROPOSED CONTOUR
Existing Cesspools 99 PROPOSED SPOT GRADE
N 23015'33' E (pump & fill w/sand)
--- -40 EXISTING CONTOUR o e°
47,91' PO' Al 30.23 EXISTING SPOT GRADE the°d Needle �c oy Ce o
o e'
I I I 1 w ,� Al35a P�, TEST PIT
40. 4' IN EXISTING WATER SERVICE
� 5486, Great Marsh Rd y
�, \ EXISTING TREE
I I I y \ LOCUS
Route 28
S \ 0 45 Prop ` `Q \ �
�'�Sept/c \\ Main
i I Tank
LOCUS MAP N.T.S.
ON
w1re514
ove \
GENERAL NOTES:
1. Pr9 cYh
% .' D x !yQ 1• ALL- CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
-caO ^ y I BOARD OF HEALTH AND THE DESIGN ENGINEER.
\\4,8' �� ::'l TP/ h O b^ I I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
/ E�146.3 Q Ilf �/� 1
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
Q O LOCAL RULES AND REGULATIONS.
.cam js' V�Q 4/� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
�. ltij 0 0 l I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
LOT 9 , I DESIGN ENGINEER.
d� II I I 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
MAP 210 I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
\� PARCEL 78 I ENGINEER BEFORE CONSTRUCTION CONTINUES.
20,800±S,F, I 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
co c-jI HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
a 7. WATER SUPPLY PROVIDED BY TOWN WATER MAIN.
BENCHMARK �N" I Q �. I 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S.
TOP OF CONCRETE �.� \ I 9. AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A
RT. BULKHEAD CORNER �� I I
r—=2_5_'_ _�i EL 47.77 (assumed) .,\ \\ j I CONDITION ACCEPTABLE TO THE OWNER.
i \ I 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
T j j s f6g9 �� \\ j I THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
WI PRL7P. S.A,S, l s rpla I \ CONSTRUCTION.
ivl l \\ \ I 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
_--_______
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
yi 12. PROPERTY LINES SHOWN HAVE BEEN COMPILED FROM EXISTNG PLANS
AND DEEDS OF RECORD AND ARE APPROXIMATE ONLY. THEY DO NOT
3 S6 "�g�., REPRESENT AN ACTUAL ON THE GROUND PROPERTY LINE SURVEY.
T.gff9CtiG PROPOSED SEPTIC SYSTEM UPGRADE
I I o PETER
garage McENTEE 65 THREAD NEEDLE LANE, C ENTERVI LLE' MA
BACK OF HOUSE I ' I CIVIL -
I No. 35109 Prepared for: James Preston, 65 Thread Needle Lane, Centerville, MA
j pI S,�(�F� �� Engineering by: SCALE DRAWN JOB. NO.
S.A.S. LAYOUT �OFFs ,0 `��` Engineering Works 1 °=20' P.T.M. 52-02
N.Ts 23 Deer Hollow Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 04/23/02 P•T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
PROVIDE RISER OVER D-B❑X F.G. EL: 46-46.75t FINISH GRADE SHALL NOT BE < EL:43.5
TOP OF FOUNDATION T❑ WITHIN 6' OF FINISH GRADE
FOR A DISTANCE OF 15' AROUND THE
EL:47.77 F.G. EL: 46.8t
F.G. EL: 47.3t F.G. EL: 46.5t PERIMETER OF THES.A.S.
(EXISTING) MAINTAIN 2� MIN SLOPE OVER S.A.S.
INTERIOR PLUMBING 7.
SHALL BE MODIFIED INSTALL RISERS W/COVERS OVER INLET 3-500 GALLON LEACHING CHAMBERS
TO EXIT HOUSE AT & OUTLET TO WITHIN 6" OF FINISH GRADE '+ IN SERIES WITH 4' STONE-ALL SIDES INSTALL RISER OVER ONE CHAMBER
OUTLET ADJACENT TO '' WITH HEAVY DUTY FRAME & COVER
BULKHEAD. MAINTAIN 4" L =17 L =14' '. SET TO FINISH GRADE
4" SCH 40 PVC L =15'(MAX)
EXISTING OUTLET 4" SCH 40 PVC
INV.EL: 45.14t ;� @ S= 2% (MIN.) 4" SCH 40 PVC
Li
io• 14, @ S= 1% (MIN,) s @ S= 1% (MIN.) ®®a ®ea
2' EFF, DEPTH E3.000013®®B
INV.EL:44.80 PROPOSED 1500 GAL. INV.EL:44.37 INV.EL:44.20 ®
4 5.214
SEPTIC TANK
' INV.EL:44.55 FFECTIVE WIDTH = 13,2'
INSTALL INLET & OUTLET TEES INV. ELEV.=43.00 -7/
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TOP CONC. ELEV.=43.75 —BREAKOUT ELEV.=43.5
TUF-TITE, ZABEL, OR EQUAL
SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=43.00EMM aee®e
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED aB®aaaaMe®a
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). ® MEME30Ma®a
BOTTOM ELEV.=41.00
4 2 x 8.5' = 17' 4'
SEPTIC SYSTEM PROFILE 5' MIN ABOVE MAX. SEASONAL EFFECTIVE LENGTH = 25'
HIGH GR❑UNDWATER ELEVATION
(3) 5" DIA.OUTLETS LEACHING SYSTEM SECTION
15� 1 ' - �2• N,T,S, NO G,W, ENCOUNTERED
BOTTOM OF TP, ELF 35,8
15,9• 8• DESIGN CRITERIA
o PETER T.
T ��• • �� �� SOIL LOG .� McENTEE
CIVIL '
2' KTs NUMBER OF BEDROOMS: 3 BEDROOMS No, 35109
D-BOX DATE: MAY 2, 2002 SOIL TYPE: CLASS I ° R£ClSZE��� ��
KTA SOIL EVALUATOR: PETER MCENTEE DESIGN PERCOLATION RATE: 2 MIN./IN.
INSPECTOR: NOT REQ'D DAILY FLOW: 330 G.P.D.
10'-6" DESIGN FLOW: 330 G.P.D. (MIN. REQ'D)
Elev. TP Depth GARBAGE GRINDER: NOin 7!
3 - 20" Dia. Covers 46.3 0" LEACHING AREA REQUIRED: (330) = 445.9 S.F.
FILL .74
INVERT #E3
®®®E3 Q ®®®®
®®®®®®®®®®® 33' 5'-8" I O I 455 A SANDY LOAM 101. SEPTIC. TANK REQUIRED: 1500 GALLON (MIN. REQ'D)
®®®®EJ®®®®®®
z4" �®®®®®®®®® 10YR 3/3
45.0 a 161, USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
102"
SECTION - 6" Dia. Outlets LOAMY SAND 10YR 4/4 SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F.
4„ 43.6 32 BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F.
C
4" KNOCKOUT TOTAL AREA: 482.8 S.F.
20' DIA. COVER O
F-C SAND DESIGN FLOW PROVIDED: 0.74(482.8) 357.3 G.P.D.
4' KNOCKOUT O�4' KNOCKOUT 62' 2.5Y 6/4
5'-8" 4'-7 48" Liquid Level 4'-4"
4' KNOCKOUT 4„ 3„ PROPOSED SEPTIC SYSTEM UPGRADE
PLAN 35.8 126" 65 THREAD NEEDLE LANE, CENTERVILLE, MA
NO GROUNDWATER ENCOUNTERED
1500 GALLON CAPACITY, H-10 LOADING Prepared for: James Preston, 65 Thread Needle Lane, Centerville, MA
500 GALLON CAPACITY, H-10 LOADING PERC RATE: <2 MIN/IN. ("C" HORIZON) Engineering by:
SEPTIC TANK SCALE DRAWN JOB. N0,
CHAMBERS KT= Engineering Works N.T.S. P.T.M. 52-02
KTi 23 Deer Hal low Rood, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 04/23/02 P.T.M. 2 Of 2