HomeMy WebLinkAbout0010 PAULA LANE - Health 10 Paula ,Lane
Cotuit
A = 014 149
41
u TOWN OF;BARNSTABLE
SLGCAn IN 0 '`t '! 1 y am.' SEWAG r #
VILLAGE Lxi fix. , ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. �
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)
ONO:OF BEDROOMS
ikBUIILDER OR OWNER
l
D
COMPLIANCE DATE:PERMITDATE:
'i. '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
A on site or within 200 feet ofrleaching,facility) `Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300feet of leaching"facility) Feet
Vv
Furnished by ,• s
6'f `'"
No. gZ�o3' 6!C r t. A Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Application for Mioogal *rztem Couttruction Permit
Application for a Permit to Construct O)Repair( )Upgrade( )Abandon( ) K Complete System ❑Individual Components
Location Address or Lot No. i b i�c,-e.. Cc�b.a t Owner's Name,Address and Tel.No.
� tvlavy �n.cin
Assessor's Map/Parcel to VPm d i a L-n W— i Cm Iv%+
iM11 f�-i ►qc� �CIr��Cc=l
In alley' Nam ,Ad aQ],Tel.No. Designer's Name,Address and Tel.No. SO6—Z/Z.9—`y/3/�GYf/.3
5 tcp�� A. lay i t s c� 9j-:%
� �0 c7YJ 130.<<zv � 1�7�.e.� l�fof rng rer� , iy►c_
.lv Type of Building:
v Dwelling No.of Bedrooms arc cr Lot Size Zq 4
1A sq. ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow !/0 9,/ gallons per day. Calculated daily flow 350 gallons.
Plan Date 1 /zeta 3 Number of sheets 6yu- Revision Date
Title S -5-� Arm 12e,1Mi,-
Size of Septic Tan hgoo 42,2/&4r- Type of S.A.S. es 12iy-Zi5 XZ,° h+,
Description of Soil ec f,- 4o6 �o r ar+ 12 ltsv) P- l o g&2`7
Nature of Repairs or Alterations(Answer when applicable) 12e-r 1&cx- c c s s raar�l
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 unt a Certifi-
cate of Compliance has been issued by this oJ�Heth. `�
Signed , ' Date V
U
Application Approved by Date l/ U
Application Disapproved for he following reasons
Permit No. ';t O a 3-61 0 Date Issued Il i U U
23 No. 00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: z,/
j Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
0(pplication for Diooqal *pgt7 'Con!5truction Permit
Application for a Permit to Construct(x)Repair Upgrade Abandon Complete System 1:1 Individual Components
Location Address or Lot No. JC> P&tjj-.L ka,-A-t (:4=)�uti- Owner's Name,Address and Tel.No.
Ma%-Y l ecrcli
Assessor's Map/Parcel LC> V�crA-A La,4_ IPCQI-%it+
Installer's Name,Addr s d 1.No. Designer's Name,Address and Tel.No. CV-13
5tr_)pt� A. Wilso., P.e,
9cx lzv KXte 4; Ho) rv_v% ZK C_
Type of Building:
Dwelling No.of Bedrooms Mnr-c c- Lot Size Z 41k sq.ft. Garbage Grinder Alo
Other Type of Building No.of Persons Showers.,(- ) Cafeteria
Other Fixtures
Design Flow A4 C/1-y" gallons per day. Calculated daily flow 35<5 gallons.
Plan Date /z/f./2��. 3 Number of sheets 6yu- Revision Date
Title ko,
Size of Septic Tar(k Z_-,QQ rpa C —Type of S.A.S. LeAttti 1!!5 Ckoft 6et-s 12t)c Z5,Y-Z
Description of Soil ee C., 4o _-x:!!4 1 1 p4 c",
Nature of Repairs or Alterations(Answer when applicable), Re_126 c-e-
Date last inspected:
Agreement:
_-, The undersigned agrees to ensure tliftonstruction 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 issued by this o He th. j
Signed Date-3
Application Appro I ved by AID ej Date Id-Z1110
Application Disapproved for he following reasons
Permit No. 2 u 0 610 Date Issued I /I flo
---------------------------------------
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 JQ CERTIFY,
r
at 10 u -4 has been constructeo in ccordance
with the provisions of Tide 5 and de for Disposal System Construction Permit No. ;L00 dated 12/_1110-?
Installer Designer
Theissuand of this permit shall not be construed as a guarantee that the s te_;�'will Unction designe
Date t loy Inspector -,/� I -
f
---------------------------------------
No---;)0 0 ? - I Fee 5�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
1wi!6pont *pg;tem Construction Permit
Permission is hereby granted to Construct( )Repair Upgrade Abandon
System located at--------L0___ /,
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 must be completed within three years of the date of thir
Date: J;�_ Approved by 'y , 4U
S
TOWN OFBARNSTABLE {
LOCATION �' ' " �� + SEWA._ .# `
VILLAGE 6 eyr V ASSESSOR'S MAP &LOT
INSTALLER'S NAME&PHONE NO. �1,/ ` � � [ 7X/0
SEPTIC TANK CAPACITY ` r
LEACHING FACIL . . • pe) (size) ,����.
NO. OF BEDROOM
BUILDER OR OWNER
PERMITDATE: � N 10-3 COMPLIANCE DATE:
ik
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)
Furnished by
- � o
1
'8`
0 Kok
$ � i7-/ x Z,
W`-3
_ _
6J� r y
U1'L'11 o.f 134ar.jIst'ilbI
Depnrllllent.of I'le, illi,snfety,nild Enviroilntcnfnl Scri'Ices
OfIHe��' 'ub(ic k�e�lEli D3visiott Dale � 3
o�. J(i7 M'nln S(rect I(ynnols MA 62601 F
nARNOTAnt F
AIAM
AD
�co a(e ScliecJulcd L2ceii►��Qi^ 0 flute /:.af0 hcc I'd vV'�
- - - - ---
• i I -�- -1-•--- * �T-
Soil Si tability Assess»>e»,t•fvi• Sei.vage ,Dishosrr.l.
I'crfunncd q� . S�ye1t 1 I S Cly1 1'Vilucsscd U Y�A�h• '
--) —
•: LOr��,'�:'�U�V � +��NZ�Zt�1�: liV����tIti9A'x�UN ,
N I ocnilon Address. O ha�1e l.av�e t Co 4v►t Owmcr's Nnnlc -//cN.t 0,61' 44'e'4
On(IdrC55 /Q 0691at
t
MO Assessor's Ivinp/Parcel:. MY, hors he( 14 g linginccr's.Nnmc .J"/c�/9o-� fj'• l�/i Ltctil�
�ye
NG\V CUNS'I;IIUC'L'ION lliiPAlit ✓ i'cicphonc 1! ,SrOg .2 l 3 F
Und Use I LLiA fi ecJT Slupc,a("/") Suirnce Sluncs
'Dislnnce.s front; Opcn 4Vnlor,llody (l Possible 1Vc(Arcn (1 Drinking 1Vn(cr 1Ucll
Drninngc Wny' TII. Properly I lilt Il f)Ilicr I1.
(Street louoc,dilocoi iaos of lot,cxnc(locn(lons ortest hoics R pert tests,locn(c wcllnn(Is in proximity to holes)
Ills
IMAU1194
ma
1969 l9et »19s7 ` Im a _—
`�. / f9te FLAN 247 • 00 . »ttlA .
-
a taa6
»
■>m
qw
Ima
am
+19 9s7 yam y r,9Ye
100E �\ `
7.94b 9 t P
97J a,
98.9 ) J
top
01M.—
I'nrenl Innlcrinl(geologic) �'�bcl& C�U�R.til4 t41. Depth to I)edruck
Depth to Gro(iitd% Aler; Siandhig Wnler'hl Ilule: 1Vecphlg.from I'll Irncc`.
Bsdmn.ted SenS0Ilnl high Oroundwnler (�
' : :•.::;:::�.'<�:'::.:;,.,:llL"���2,11�•X��.s�'�CJ�;X+,, �t 5,�;�S;ON�.L�Z� �1'��V,�`�L��,,'Z';�,�3L
Method Used;
Depth Observed slnnding In ohs•hole:. In. Dry rlh to'soil illulllc.s,
Depth to weeplog froth side of obs,bole h(. around.wnler Adjusinlen_(
�` i rre;e' y'c t _"' rtr.nJinR iin7e Index WCH fcvc �11J;'rnclor �1dJ (irgtnnlitnlcr I,el'cl
l Itod�.f X10K. 5..`� Bale .12 t'Ilrlc ll'WAw1
O�scrvnuoii I
t .
Dcpm of Pere _/� l'hnc nl 6"
S(arl 11rc-soak Time 0 . �i Time
Cod Pre•sonk' �.' 10 '. Uhob4 �46. sora�r— \us-,A Z�)
Rate Min,/Inch �.2 w>Ir In
i
Site Sulinblilty 7lsscssmc11t; Si(e Pnssed Site failed: Addi(Ionnl'I'cs(ing* NcCdcd(YIN)
Origii(ni: public flenith Division Observntlon hole Dnln.7'0.l3e Conlllle(ed on l3ncli j
Copy,,. Applicnnt
`y , I
r �U I aC'!C� J l 'V�1 X z� ; . r C nl�:#
Depth front Soil'4lorizan Soli Texture ' Soil Color Soil Other
!.*.I 1..,:.I...-:�.�j...:..'..
I.
1,�..p�.1..I,::,!I..�-..:.�99�-.:�,-.L w.-1.�1:.,:.:..I.1�....�]..I.�,1*.:.�.�:.9.�.-..�:�.�.,_.�.9.-,.j.—'.9...,�.:..I:
... : Surrace(In) .::' : '(USDA) (Mi sell) fling . (Sir Sloucs
i Mot ucture, ,Ilouldcres
cr ,I .
D —z 1 O II
g t, . Zv" i, ;, �,Aotyaa I o�'rk alb
n n ,
�,r_.�yNr (CA 2 ° Vt�etlr 54 io t{ l2 f/
. .
.. i
:` ;;>`:' ' DU)CI.j<li )3�iCRyA::.xt :, . nL 1� .. mole l�
beplh from Soil Flor{zott So11 Texture Soil Color ' Soil Outer
Surface(in.) (USDA) (Munsell) Mottling (Struclure,.Slones,f3ouideros. .
%
.
. . .
.
.: :::::
t Y'>,(�S� Lq,• yule#
. Depth Rom Solt 1lorizon Soli..Tekture � Solt Color Soil Other
Surface(in.) . (USDA). (Munseli)' Mottling` (Slruclurc,still cS,.0 Illefes. , .
- del
k
'°':AMA - Z30L' ';TSdG ' Rifle;#
ijeplh from Soil Horizon Soll`Texture ". Soil Color Soil Other:.
Surface(In.) (USDA) (M„unsell) Mottling (Slruclurc,Stones,pouideres,`
.
p
.
.,
. .
P
I '
. . . . . .
.
.. .
.
..
D
.' p'lood lnsurauce Rate Man• .-
. ..' , . ..
' - .. 1� � ..
. Above 500 year flood boundary No+ Yes_1[ .
Will In 500 year boundary,:: No Yes
: ..,
- Old 100'yeac'flood bo..tindery No Yes .
. ..
. - .,. ,.. .
. I ..
Dg tli of N ti r ,my,occoding Pgr4iouc IVlaferfal
Does at least.four feef of naturally occurring'pervtous.'fnAterial exist in all areas observed throughout the
area proposed for lire soft absorption. ... n.I
.
•
. 1f.not,.what is the.depfh.of naturally occurri►ig.pervious mtiterial7 .
Cgtifcatiou' ►
j,
I certify that'on y.g5 (date).!have passed the soil evaivator:examhiation approved by the
i)epart(nent.of rivironrnenta.I:Protection and tl,''the above,arialysis was performed by.Me consistent wish
,the required tratn►ng,.expettlse`and eXper1e ce described iir 31 .CMR'15.017
Signtiture: Date I�-M 1
O
. I. .. ,
.
TOWN OF BARNSTABLE
LOCATION/6 ��c �L�� '� dLJ SEWAGE #
k VILLAGE ®"f U t ASSESSOR'S MAP & LOT
- J a
INSTALLER'S NAME & PHONE NO. ¢R Sow
SEPTIC TANK CAPACITY
ti LEACHING FACILITY:(type)� _(size) %c
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER P-p,rd a3C)f..1 di jw �� - ec14c
DATE PERMIT ISSUED: (;
DATE COMPLIANCE ISSUED__ ` �7Z
VARIANCE GRANTED: Yes No _
kX �,
�
, i
• ' 9 'Ir
. LEGEND
M tr. • • QO� J . ~
DATE be 2003 SOIL LOGS 'December EXISTING PROPOSED
p Mcsr s;' a 5p► R-52.50 F#=P-10,627 Stake & Tac Set/Found
ENGINEER: BOARD OF BEALTH AGENT: o PK Nail Set/Found
a ° `
n r,,; ., �. ' �•_ � ._ tat �. / � Stephen Wilson,P.E. Sam White,R.S. p Concrete cas Ga6ound
te
' ' , '• • r /
N/F MALONEY TEST PIT 1 TEST PIT 2 ® Electric Meter
O Catch Basin
G Water Gate
I .S.E. = 105.5E NA �a
N 0 0 ® TV/Cable Box
® Telephone Riser
• * 4 i • �, 2" � Utility Pole
0, 2 Contours
0
� • • Ott a \ . : ' LOT 2 -' LOT 3 W AP 2ooxoo Spot Grade
SANDY LOAM Test Pit
n N/F CREEDON
t 8" 10 YR 5/1
• x Ni~ a ' ' 4 c r ' N W
•
I z S 69'03'S0" E B SANDY LOAM
s `, M
t5t.t8' 20" 10 YR 5/6
-
^41 N N
U + s C
100.4 •tL-- Z
0!, N 1 MEDIUM SAND
LOCUS MAP 100.5 I 0.16' 3 96" 10 YR 6/8
1" = 2000' N N C
W
99.3 x M N 2 MEDIUM SAND
ZONING DISTRICT. RF loos ZONING x �1.6 N 144" 10 YR 7/4
OVERLAY DISTRICTS: AP (AQUIFER PROTECTION) - - -- - - ,p �• EAL FND S 69'03'50" E PERC O 54"
RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) CB SEAL FNDl ## o -' ti ^� NO WATER ENCOUNTERED RATE- <2 MIN IN
o� p o ,moo 0 0 51.18 p� 1 /
MINIMUM LOT AREA: 2 ACRES '0 2 �•4 ; ' 10 . o ��� o DETAIL 1 UNABLE TO SOAK
MINIMUM FRONTAGE. 150' w o `�� •. r CONC. STEPS'
x � �.06.3 � `� � N.T.S.
, 104!.44.--__ �
FRONT YARD SETBACK = 30 SIDE & REAR YARD SETBACKS = 15 CB SEAL FND �l ' LAWN ( x 102,5 \ \� \ �� N GENERAL NOTES
CB�6E,5 FND // x 101.6 �. / x 10 LbjQ , ` CS DH FND
LOCUS PROPERTY IS SHOWN AS: »c r �`' \� \ �x 106,7 `�\ `�\ (SEE DETAIL 1)
ASSESSORS MAP 19- PARCEL 49 100.8 a 1 \ 102.2 \ \ \ LOT 4 _ - - - ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
' 101,2 �� ``l PLAN BQQK 247 PAGE 60' \ x 111,0 TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995
LOCUS DEED: 100.
DEED BOOK 9175 PAGE 30 i \� `� � ��, `� �. \ ANY LOCAL RULES APPLICABLE.
( 102A k 24,9461-SO. FT.
PAVED DRIVE x \ \ `ic 105,5 ib�4 0.57E AC S �\ � °
PLAN REFERENCE: ,
PLAN BOOK 247 PAGE 60 1 10���,\� � � \ � ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
,\�\ BY DESIGNING ENGINEER
COMMUNITY PANEL NUMBER 250001 0025 D I <4 s _ 101.1 101.E ��1`s�2,2 ��� �� 'o
oo.s 101.E WHEN CONSTRUCTION IS COMPLETED PRIOR TO BACKFILUNG THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. r•--� �y x 105,7 ,
AN AREA OF MINIMAL FLOODING. 1oo.s 45.9 7 ���� ��\ `�\ �\ NOTIFY THE ENGINEER BOARD OF HEALTH AGENT
x 100.2 x \`� lOs.3 EXISTING 1-1/2 STORY `� SOP \\ �`� �� _ - FOR INSPECTI
��'r `,,/4" 1.5" WASHED STO •.._'`
ti�...T Mi:M'
100.6 o,• 018.QQ •.'�: 12
` WOOD FRAME DWELLING 'G ►- ,
LOT 1 W W \\ 101,2 / NOf 10�// U x y .�� �`� \ \`�� �� \k--108.0 y .
� � � � ` � � \ ,w„�_: �,��..�,- ;�. _,-�_,�;;��:� EXISTING CESSPOOLS TOI BE PUMPED AND DEMOLISHED OR
oo,a o �' �� T.O.F. = 102.42 �`� WOODED, \ i} N FILLED WITH CLEAN SAND.
r�44 O f
o g\ 70 x p N 99.8 x 100,2 101,2 1(TC1�Z- `~� \\� \�� \\C ��\ ,�` 25'
z � l�z � ` io11 101.0 --_� .� �\ \\ 3�\ �\ FIELD ADJUST INVERTS TO ACCOMODATE EXISTING PLUMBING.
r1 LAWN 00.8� 1.2 I V�OUT 99.`� �; `, ` ` o `, PLAN OF LEACH CHAMBERS
w
( \ o� N/F DAMES NO SCALE
2 x 9� z ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40
\
TBM: MAG NAIL SET x \ CONC. Pl�D' H9 \ e' `
- 99.7 �G� 1`100,3x 100 2 •x 2'`� , �\ ,
100,9 10 / I
EL. - 100.00' a , + �\ y ," \ �� H EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
100.3 i LAWN x r99.6 SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5. PER
99,6 / __ 1 0,0 x _ 100.2 / _� N r
rJ x �. _ 1001 i-- _.a x _`___- 310 CMR 15.255.
�A 97.81`��\.8 �-&Q.0 3! �� x/100,1 - -`99i8 _ ------sr�35.(� 97 \� � 01
} .� 98,E _- �5 -- - - ------� IF �� -
99,Q
- --_
�� - - 97. �` �, PROJECT BENCHMARK 13AFi�3)tt = ASSUMED
x 97.2--"~ x` �- --',r--_-= - -'�a� x 95� g�Eo ) ; x 104,8 N o TSM = MAG NAIL SET IN PAVEMENT 0 ELEV.= 100.00'
r / / x x �6, 94.5 .8 ! 7.6 r + ,",�
r t � / r N
97.1 96.5 3
99.4 i I /, ,�`� 1 ` +rr �r r �� / N 12'
® 99.0 I i WOODED / � " LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
I l � _ � � + 1 � I r N 69'57 20 W 1373.09' TD
1 1, x 96/.3 o + r I / r / r FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
99.2 �� x 96,7 x 92, ! + WOQ6ED r r ! r023.39' 349.70 _i.._
99.0■ ' 3 � 4.0 r \ \ \e\/\ \/\ \/\/\ \/\/ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
CB SEAL FND CoC� SEAL FND �6 98,9 1 ' r / , r / 36 MAX.-9 MIN. j \�� \��\`����\��\��\`��� \��\� COMPACTED FILL
x 9�ya `9 0 0 .� ,/ ,� ,' / r /, rr / % 0.25 DETAIL 2 2 OF PEA STONE.rj .......................................: :: : : ...:: .:.:.... .
199,�� �\ --- � ,� � �� �,� r % / ; N.T.S. 3/4w TO 1 1/2 "
C� 00 �? 11 ---- -�__ �' / ' � / � � DOUBLE
99A _ CBjCAL7FND ---- '' (�E DETAIL 2� i 349:70 24
803.67' f� 80.01' Q - -- --- __ 139.71 , /
CB SEAL FND -R--------- _ I '�j�50p,
OHW- 98.9) �� o EFFECTIVE WASHED STONE
100.$, __ OH.: N 69*'20 WOH1373. ' TP ��^1���_ ,'�� 9� ' i' 9$ 99' � ' O '`O� �0�, Off/ Oa,, c 0� o/
OMW--- OH't:--- OHNF�.-� 97,9
�N::--- OH OHW---- OH QblV,---�4HW----� OH '
98, 97.6 EOP 97 1 \x 97,6 101.9 EOP 10S.2 NO SCALE
96.9
SHELL LANE PLASTIC LEACHING CHAMBER DETAIL
10 Paula Lane
Cotuit, Massachusetts
PREPARED FOR
Mary Leach
miE
DESIGN SCHEDULE Leaching i n Area Requirements septic. System Repair
FINISHED GRADE - --i TYPICAL SYSTEM PROFILE DULE ELEVATION L c g ea
NOT TO SCALE TOP OF FOUNDATION 102.4 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD
FINISHED BASEMENT FLOOR BAXTER, NYE & HOLMGREN INC.
TOP OF •t FINISHED GARAGE FLOOR ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_
FOUNDATION SEWER INVERT AT FOUNDATION 99.4 Registered Professional -
- 102.4 OF
••r qs
•_ F N►sym GRADE OVER TANK = 100.0t FINISHED GRN py� D. Box = 1o2.ot SEWER INVERT INTO SEPTIC TANK 98.8 PERC RATE = <2 MIN. / INCH (CLASS 1 ) Engineers and Land Surveyors `�- �qw�
•'~' c� STEPHEN
FINISHED GRAM OVER LEACHING TRENCH = 97-1olt SEWER INVERT OUT of SEPTIC TANK 98.5 812 Main Street, Osterville, Massachusetts 02655 �• �:�
• LIAR = 0.74 GPD/S.F. z +!
:-•s: 8'�IIN. 3• (mi . SEWER INVERT. INTO DISTRIBUTION Box 98.4 Phone - (508)428-9131 Fax - (508) 428-3750 � � �, .3o�,E; �
4" scH. 4o PVC 4 SCH. 40 PVC SEWER INVERT OUT OF DISTRIBUTION BOX 98.2
_ _ w
(TYPICAL) FIRST 2' (TO BE LEVEL) „ MIN. LEACHING AREA OF SAS. "" '� °�''
l O 2.OX r •_ - then O 2.Ox 9 "(min) Cover SEWER INVERT INTO LEACHING SYSTEM 98.0 �.� ��S_ �' i.a'';'
; = O 2.09G _ 012 mi - 36 (max) Cover F'10N, E�w
lowBOTTOM OF LEACHING TRENCH 96.0 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. 20 0 20 40
FINISHED "•• CONSTRUCT ACCESS �, E s SUMP 4" SCH. 40 PVC w WATER TABLE. NONE OBSERVED AT ELEV. 88.5
BASEMENT `` MANHOLE OVER INLET -• - - 2 Layer 1/8 to 1/2
FLOOR TO TANK TO AT LEASE ,.-. •- .:;, Peastone LEACHING CHAM PROPOSED SYSTEM
• wrrHlN s" FINISH - -`-r ...:~--=~• SCALE IN FEET
REINFORCED �: RUSHED LA SIDEWALL - (12' + 25') x 2 x 2' = 148 S.F.
FOOTING •• . ': - _-- -• = 4» PVC O - _ _
-�-�•;��. .t s?•4 �-� �..-•,�- :�s -,._ . BOTTOM 12' x 25' 30o S.F. SCALE: 1� 20' DATE:12/08/03
TOTAL = 448 S.F. REV. DATE. REMARKS
col
1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN
TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE DRAWING NUMBER
No Groundwater Observed O Elev. 88.5
0: 03 03- 102 surve worksht 03- 102s .dw
2003- 102
LEGEND
.• a
• •• r
EXISTING PROPOSED
SOIL LOGS DATE:December 4, 2003
E3 '
, 6a•5p• Ri2.50 �� ( P#=P-10,627 0 a Stake & Tac Set/Found
ENGINEER: BOARD OF HEALTH AGENT: o PK Nail Set/Found
+� 4
o Concrete Bound
Stephen Wilson,P.E. Sam White,R.S. ® Gas Gate
c'•' ,* ' '` '� f ' J, N/F MALONEY Electric Meter
TEST PIT 1 TEST PIT 2
f r` k`? • ` 0 Catch Basin
1 .a . w •�M , i Y, i r i e�'v N
G.S.E. = 105.5f NA
Water Gate
N ( ® TV/Cable Box
�'� •� `` •� ' ,} .Btu ;Y sr 4 0 ® Telephone Riser
x T
-0- Utility Pole
a a h :° 2" 2°0 Contours
N N
• •4 r' 0. `.;' • i LOT 2 -' °-
LOT 3 w Ap 2ooxoo Spot Grade
;� •� moso u o- SANDY LOAM Test Pit
'' N/F CREEDON a "� g" 1 YR /1
Lj
8 � '•r .,,. y I
N' v. 9!'+ yo o , ► de`,, .a t ' S 69.03'50" E SANDY LOAM
151.18 N 20" 10 YR 5/6
nT N N
M : / C
011 N Z
a -
100.4 4L__ 1 MEDIUM SAND
FOCUS MAP 100.5 1 0.16' 3960 10 YR 6/8
1" = 2000' N N\ N
4r �� M 0 C 2 MEDIUM SAND
99.3 x
ZONING DISTRICT: RF i + v
144 10 YR 7/4
100.8 ` x 101.6 S 69*03*500 E Cn
OVERLAY DISTRICTS: AP (AQUIFER PROTECTION) - - - - \ J. EAL FND ./ ; PERC O 54"
RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) CB SEAL FND �� o �, �, NO WATER ENCOUNTERED RATE- <2 MIN IN
p o ,�O o 0 51.18 p6 4 MINI
IN
LOT AREA: 2 ACRES �`9, 'o Y W Ac; ,� 10 CONc. STEP0 j°0,\ - DETAIL 1 UNABLE TO SOAK
MINIMUM FRONTAGE- 150 w - ,� 1 I \ x �; 106.3
FRONT YARD SETBACK = 30' SIDE & REAR YARD SETBACKS = 15 CB SEAL FND o. 1 LAWN i x 102.E lo4�a 1 \\ �\ �� N GENERAL NOTES
_, CB FND x 101.E \�y�/ x 10 >b � CB DH FND
LOCUS PROPERTY IS SHOWN AS:. 1oo,e ► �� t �'� �x 106.7 LOT \ '� (SEE DETAIL 1) - -
ASSESSOR S MAP 19- PARCEL 49 ' �� `° 102.2 \ \ \ \\ � � � ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
101.2 ,\�\ `'� PLAN I)QK 247 PAGE 60' \ x 111.0 TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995
LOCUS DEED: 100. , \ \ ANY LOCAL RULES APPLICABLE.
DEED BOOK 9175 PAGE 30 j 102.1 \\ \\ 24,9461-SQ. FT. \�,
PLAN REFERENCE: ; PAVED DRIVE x1
o6\ 105,5 ia� X` 0.57t AC �\ � ° ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
PLAN BOOK 247 PAGE 60 �, ��\�� \ BY DESIGNING ENGINEER
� 101.1 101.6 ` `� �� `�
COMMUNITY PANEL NUMBER 250001 0025 D •� oo.$ ~�\ 101.6 \Q2'2 \ �\\ 0
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. 1.4 ,� x 195.7 � WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
AN AREA OF MINIMAL FLOODING. I 100.5 45,9 .� Q��yc� NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
1 o r,,7 is '� \ \ L :�: ` - FOR INSPECTION.
\\\ lOs.3 EXISTING 1-1/2 STORY w "�'� � \ \`� \� \t,° '`r7 4"-1.5" WASHED
' 12'
x 100,2 x 100,6
_ �\ WOOD�FRAIIf LUN G'Q G \
x EXISTING CESSPOOLS TO BE PUMPED AND DEMOLISHED OR
�)K-408.0 .,. .
LOT 1 w 4J \` 101.2 //N0.�10 // \ ; ` \`�Gl ��. \� ���1 (,Y! ,•ar.` T,•%3:e' -'r''' `.y'+%''='` !t FILLED WITH CLEAN SAND.
o o i^� T.O.F. i 102.42' WOODED. -10-1
\ 00.X :- �. x \ 1 019 � �\ �\\ \
25
g �a ' N 99.8 x 100.2 ; 1°1.2 1do,Zy_ �. �. \\o FIELD ADJUST INVERTS TO ACCOMODATE EXISTING PLUMBING.
Z 4 �-'Z 'S1. 101`0 -`'\ �, 9 \ PLAN OF LEACH CHAMBERS
^ LAWN °8� 12 I V. OUT 99. x ` • t- •
w 0\ I �� '� f- N 'o6, N/F DAMES NO SCALE ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40
2 x 9 � �' � �z
LS
TBM: MAG NAIL SET x G x 9 2 CONC. PyQ' x 69 2 N
• �10A 100.2 I �� �I � r � � � � � � EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
EL = 100.00 G \ i ti �� ,
�, 100.3 uWN �99.6 SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5. PER
99,6 _ 1 0,0� x z 100.2 �r ' � '� �> -
-- : �, �_ 100.1 -a x
�. x 97.8 x 9\.8�9cLQ•3 - xi100.1_ _ T--99_e
99r2 � 98,C_----��35 - ___---- _ 9-- a� . �\ -_ __ ___- ---_ _ _ _ ` 4 '` �� "�\ \ -Co' PROJECT BENCHMARK t7,�TU1 ' ASSUMED
x 97z'-� x� ''S- ,'' --- �' ""`'E`949 x 95� St1E0 Y 4 ) , x 104.8 M IBM = MAG NAIL SET yIN PAVEMENT 0 ELEV.= 100.00'
/ / x x '96. 94 5 x'�I(3.8 ! 7.6 r / r�
97,1 / 96.5 3 / ( i i - - rl i rl N
99.4® 99.0 i �' /� ,`\� t I i i i rr r r ` // N 12'
/ 1 1 r r r r N ss•57'20" w 1373.09' TD LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
1 i WOODED x 96!3 6 `� \ / r FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
99.2 �\ \ ix 96,7 , I x 92,) r WOCbED 1 r / �023.39 349.70' �- \ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
99,0■ 9°` i 90 " " \ \y \\j\ \/\/\ \ \ \/\/\/\ COMPACTED FILL
.CB SEAL FND �� C� SEAL FND - r r r r / i �: 36 MAX.-9 MIN. / //��/\%�\//� //�/ \// \//\//�
98.9 \ t / '_ ,•' / 0.25= 2 OF PEA STONE :::;=::; ==::::=;::=i::::::: : ::::=: =:-= .. =:= .... � :;:
®199,14� � DETAIL 2
'� x 9�4\ -_ --� / �/� /�/ ,'� �.�� i� i , l i N.T.S. 3/4" TO 1 1/2 "
a - ___ ,'' ,SB F�Ib <r M DOUBLE
803.67 f`ti 80.01 �? ---- _____,_ 139.71, / / ,' ( E OF,'TAII 21 r 34%.70 24
CB SEAL FND - --------- 99.0 _ �, CS4A-C�wc� EFDFEIEPCTTIHVE
WASHED STONE
98,91 ��, ,� 9� - � 9$ " � �9 � ,po � �p'�r off,' ,5� ��' h/ o`O o/ 1
4-1
100, N 69'57820" W 1373. ' TP
�--- OH'�V---- OH'::-- OH OM`..=- OHW--- OHW�_^r 97.9� �i
-�+9- OH \ OHW 0H QMt�iI--�HW�-- OH NO SCALE
98.0 97.6 EOP x -96,9 97,6 101.9 EOP 10 8,2
SHELL LANE PLASTIC LEACHING CHAMBER DETAIL
t>tN TOW >tAYovr
10 Paula Lane
Cotuit, Massachusetts
PREPARED FOR
Mary Leach
9 q
DESIGN SCHEDULE ELEVATION Leaching Area Requirements Septic System Repair
FINISHED GRADE _ ---t
TYPICAL SYSTEM PROFILE
NOT TO SCALE TOP OF FOUNDATION 102.4 3 BEDROOMS AT 110 GPO/BEDROOM = 330 GPD
FINISHED BASEMENT FLOOR BAXTER, NYE & HOLMGREN, INC.
TOP OF FOUNDATION t SEWER INVERT AT FOUNDATION gg,4 ADDITIONAL 50� FOR GARBAGE DISPOSAL �NA�GPD g
FINISHED E FLOOR
= to2.4 - Registered Professional t� ' s
:.��\'�OF�,qq5�..
GRADE OVER TANK = 100.0t SEWER INVERT INTO SEPTIC TANK 98.8 PERC RATE - 2 MIN. / INCH (CLASS 1 ) Engineers and Land Surveyors q�
SHEp GRADE ° D. BOX = t02.ot PH
SEWER INVERT OUT OF SEPTIC TANK 98.5 812 Main Street, OstervI e, Massachusetts 02655 /;,q STE FlNI EN yG
-�- FWwsfIED GRADE OVER LE4CNING TRENCH = 97-101t LIAR = 0.74 GPD/S.F r{,
•; 8-MIN. 3" (mi SEWER INVERT INTO DISIRIBLCfION BOX 98.4 Phone - (508) 428-9131 Fax - (508) 428-3750
4" SCH. 40 PVC •. - SEWER INVERT OUT OF DISTRIBUTION BOX 98.2 �
4" SCH. 40 PVC FIRST 2' (TO BE LEVEL) " MIN. LEACHING AREA OF SAS. . b F is7t`z a
(TYPICAL) �.- O 2.Ox - then O 2.OR 9 (min) Cover SEWER INVERT INTO LEACHING SYSTEM 98.0 x S ---!
OL2 mi 36" (max) Cover
O 2.Ox BOTTOM OF LEACHING TRENCH 96.0 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. 20 0 20 40
GAS BAFFLE 6 SUMP
''
'-''- - r 4' SCH. 40 PVC WATER TABLE. NONE OBSERVED AT ELEV. 88.5
FINISHED
.t CONSTRUCT ACCESS _ 2"Layer 1/8"tot/2" /Z
OVER IN -f
FLOOR TO TANK. AT LEAST ,s, ':; :,'• .::;�r ,,, Peastone LEACHING CRAM PROPOSED SYSTEM SCALE IN FEET
BASEMENT MANHOLE
WITHIN 6 FINISH 6" CRUSHED SIDEWALL - (12' + 25') x 2 x 2' = 148 S.F.
-.•.:-.-- REINFORCED -f STONEME-
nNG ' _•.. _ •:: 4" PVC BOTTOM - 12' x 25' = 300 S.F. SCALE: 1" = 20' DATE:12108103
TOTAL = 448 S.F. REV. DATE. REMARKS
■
1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN
DRAWING NUMBER
TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE �
No Groundwater Observed O Elev. 88.5
0: 03 03- 102 surve worksht 03- 102s .dw
2003- 102