HomeMy WebLinkAbout0022 GOLDENROD LANE - Health D22 Golden Rod Lane
= 149 - -130- 013
arstons Mills
'
.I
f
IL
TOWN OF BARNSTABLE
LOCATION as Go(tion 2vA vi e SEWAGE# .08 —/7o
VILLAGE M . (Y\, I IS ASSESSOR'S MAP&PARCEL /Y 9 �,o p(3
INSTALLERS NAME&PHONE NO. (2 epf t.)Oe t q Z 4 o z Y
SEPTIC TANK CAPACITY �000
LEACHING FACILITY:(type) (,,I) Soo Lc \-�, i o (size) 2 X Z
NO.OF BEDROOMS .3
OWNER `l
PERMIT DATE: COMPLIANCE DATE: 45� -49-
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 1l 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 N
I
z "
.0
61 �l o
dco .S
c�3 s-ti 0
.. .. _ �mot'♦/ A
�j V r.
r 'N� -ZV- C) ' 6f/ Fee '�® �—
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
o
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
r`
3pphro.tton for Dtoozal 6p.5tem Conmrurtton J)Qrmtt
Application for a Permit to Construct( ) Repair'4 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Z 2 Gctae%n eOfi f.+4rte Owner's Name,Address,and Tel.No. 1'c4¢pt, Kt"I I�
dig' MRRS%�^S (ts 22La(e,n.
Assessor's Map/Parcel 130 60 ,yr,VT~
Installer's Name,Address,and Tel.No.C4j W i 6k0 EtVGf f ri SNS Designer's Name,Address and Tel.No. 6-ns AA" "-t. J
Gt.�.�.TE2u;1(t � J=ar�ssgaJE /luq-�
Type of Building:
Dwelling No.of Bedrooms Lot Size 2 fv 70 -f sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) •3 gpd Design flow provided 3 3 gpd
Plan Date ,L(—?_.00 IF Number of sheets 2 Revision Date
Title 2-L (G,0W_t"rbj
Size of Septic Tank l.0 O o Type of S.A.S.C 2) )-I a 919-L-t_ C .
Description of Soil 1q'Jn „ @ r Z& 3 p
Nature of Repairs or Alterations(Answer when applicable) Net,J — !)o x_ *e. ( C -
Date last inspected: 1,0 0
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 Health.
Signed Date
Application Approved by Date
Application Disapproved by: Date
for the following reasons V
Permit No. 1 70 Date Issued �Y— 000
}
Fee
Entered in com uteri
THE�COMMONWEALTH OF MASSACHUSETTS_1�ln Ll ; p
PUBLIC-HEALTH DIVISION TOWN OF-BARNSTABLE, 'MASSACH.USETTS Yes
ZIPPYtcatton for �Diooml *pgtem Congtructton Fermat
Application for a Permit to Construct( ) Repaiy) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. Z (,o t A e n (U G L4,-LR Owner's Name,Address,and Tel.No. Kell
c✓+��2s;��5 nn�ors�Yq ��'
7 2 �r(�.,r�
Assessor's Mgp/Parcel f_.3 vvZ r 12-I/?2 tc( e
Installer's Name,Address,and Tel.No.`'-lQQ-W I G�9 .COT✓r(• k S Designer's Name,Address and Tel.No. Ens J ARLO-,• q "It t,)
TI pe of Building:
Dwelling No.of Bedrooms Lot Size L c' sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 P gpd Design flow provided 3 3 d
gP
Plan Date 4- Z{ - .` �0 1� Number of sheets Z" Revision Date
;t Title 2 Z G v u r J
Size of Septic Tank 1000 Type of S.A.S.( Z) ) 0 9 t/� t L• C .
Description of Soil 0 ze
- o
Nature of Repairs or Alterations(Answer when applicable) It'c/w - 3 .7 x �{L � , ✓j( . (.-C
Date last inspected: s00
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 Health.
Signed f Date
Application Approved by Date Z0a
Application Disapproved.by:/Z Date
for the following reasons
Permit No. 2 DOb Date Issued �— Z Zoo(
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 C.�C�Ogt j,J ';F�-�c-_(a i,} e C c <
P at 2 - (o)Ju-, yt. has been n truct accordance
with the provisions of Title 5 and the for isposal System Construction Permit No. dated
Installer— a,,Qo E'� ZV/, Designer 1
#bedrooms Approved d +gn flow / • gpd
The issuance of this permit s o be guarantee that the system fun c o as esign d. d 1
Date Inspector ,(
" —
No. 2 00r)-- -70 Fee /400---
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Xh9po5al *pgtem Cortgtructton Permit
Permission is hereby granted to Construct ( ) Repair K ) Upgrade ( ) Abandon ( )
System located at 2-1- (o of I i . r 6� ✓A
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this perit.
Date Approved by e_ "~�
Town of Barnstable
Re�ul,atory Services
o- Thomas F. Geller,Director
Public Health Division
` Thomas mweaa,Director
200.Main..Street,Hyannis,M-A 02601
Office:10 -;>t:624b44
Fax: 508-79.0-.6304
Instg ter &-.Designer Certification Firm
Date:. �7��'Z( ob Sewage Permit# Zoo$- t-to Assessor's Map1I'!arcel l V V
f-� -77 1O
Deei` : �h�lr��er-,5�3 G S
Inst aller: w�o(X Cn.
_ �►aax�s.�: 1 � �, �a.��s,�'� lam! � _ -- y��
t `Address: `%�_61•°-7GY~��
�✓�S� ucd lam' MA
`A
1-1-?o � r
- w% rr� zr��/' �Wa�issued a perm. to ': .
: ) P install a
(installer)
septic sys, :at 2� ld!e
(address)
based on a design drawn by
Gsgner.) dated Zi Q�
LCet ,that he septic system referenced above was '
tho rfesi y installed substantially aecordmg.to
R'luch bnclude minor approved changes such as latemal relocation in the
cxon bQz and/or septic tank.
---- I F0* that the septic system re renced above was installed with or 44es i.e.
lr lA'lateral relocation f the SAS or any vertical relocation o any cot
of.;
� qc system)but in actor ce with State.8c Local R�
certn d Olt by designer to follow,
gul2�tions 1?I revision or
VA OF
PETER T. N
McENTEE
CIVIL y
,0 9.NO-35109 0
�ss/ONAt�NG�
(pesgn sSigiaatwre)
(Affix Designer s Stamp Here)
{T.b N T BE: S ED U114TIL B. .T T : S F D O
RE, D AS 4-MELT:
Et T• B. S I.E PiJBLIC HE T ARD .
SION. Y, U. . .
Q:Hea1tIJSedo/ signer Certification Form 3-26-04.doc
Town of Barnstable P#
Department of Regulatory Services
„M„tSUB14 ; Public Health Division Datemug
200 Main Street,Hyannis MA 02601 / r
Date Scheduled [ �<�L�`' Time Fee Pd.J�0 `
Soil Suitability Assessment for Sewage Disposa,/lam
Performed By: �e -2� Witnessed By: 'Pan o,\Ok �C�S I" c.ot�fim
LOCATION& GENERAL INFORMATION
Location Address Owner's Name Soe Ke 11 Y
lb „l c1��eti, (Z.d
�.H1�f57brts ;►�i,11i r -- .Address Z2 6�i/�tv�yicc�
Assessor's Map/Parcel: (L4 q/(3 0 o- 3 Engineer's Name 64e ,i� &pt
NEW CONSTRUCTION ( REPAIR ✓ Telephone# s08 L(7.fs `Q_Z5 1
Land Use S`6"` I Slopes m Z Surface Stones
Distances from: Open Water Body �� ft Possible Wet Area ft Drinking Water Well 2 t_3: ft
Drainage Way 7 7AVZ) ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
uO J to
�Y
LAN D U-i • .
Parent material(geologic) 0,/4� Depth to Bedrock 21"
Depth to Groundwater. Standing Water in Hole: > / 2 b Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: _ _-It,. Depth to Soil mottles: In.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level A41,factor— Adj.Oroundwater Level
PERCOLATION TEST Bate ML5 x e
Observation
Hole# Time at 9"
-Z, Z
Depth of Perc ��. Time at 6" 1�Z
Start Pre-soak Time @ I LI' - Time(9"•6")
End Pre-soak
Z
Rate MinJlnch
Site Suitability Assessment: Site Passed DL Site Failed: Additional Testing Needed(Y/N) =
Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ,�
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:t.SEPTICVERCFORM.DOC
i
DEEP.OBSERVATION HOLE LOG Hole# '
Depth from Soil Horizon Soil Texture Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency,%Gra
® — 4 s L 10 aZ��3
11 '124 C m-c- sc,,4 z�15-.
DEEP OBSERVATION HOLE LOG Hole# -2—
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%
�0 r3
d J25-
f Zt S ?�
i
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistengy.%Gravell
---------------
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o en
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No-4 Yes
Within 100 year flood boundary No_t-- Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?-
If not,what is the depth of naturally occurring pervious material? ..�.
Certification
I certify that on l f 5(date)I have passed the soil evaluator examination approved by the
Department of Environ ental Protection and that the above analysis was performed by me consistent with .
k the required training,expertise and experience described in 310 CMR 15.017.
c -+ Signature Date a
Q:\SBPT1CIPERCFORM.DOC
L0-CAT1001 z - SEWAGE PERMIT NO.
.�� k'Q),9 r3 e0b RCS - S-gl _
VILLAGE o
I N S T A LLER'S NAME i ADDRESS
1C 44 IC-kcb f
l*9--Q-SA-LL,
0 U I L D E R 0R OWNER
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED
� ?s'
5 \ � j1�,c
e
•� b
�D�
Al,/'
No.. ..--..' ......... �F�s.. ............_
/ 1b71 THE COMMONWEALTH OF MASSACHUSETTS
- �, BOARD OF HEALTH
l-cJ.. ............OF...... ...
Appliration for Disposal Works Tonstrnrtion frrutit
Application is hereby made for a Permit S (X ) or Repair ( ) an Individual Sewage Disposal
System at: y Y
.... ems. ......, ---------------, -. .. ..._.I..--Lam° .....1.0...............
•---------........._..-------_..........
Locption dress o t
•-
Owner Address
a X --•---•-----••-•-----•••.............••••••••••...- ----•-......_.............--• ---.....-------............................._..
Installer Address
d Type of Building' Size Lot___.L-j-�2 q. feet
V Dwelling= 0. of Bedrooms............... .......................Expansion Attic (�Jb Garbage Grinder $,Jb
`4 Other—T e of Building No. of persons............................ Showers — Cafeteria
PaOther fixtures ......-----•-----------•---- --••••---•-•---•-•.•---...._0.......................:
w Design Flow._....: .............................gallons per person Per 4ay. Total daily flow......... ........._olons,
WSeptic Tank—Liquid ca.pacity._000gallons Length t-.C.._.. Width................ Diameter...----._....... Depth......
Disposal Trench—No. ____.___ .____ Width__.t--------------- Total Length........... .........Total leaching area......._............sq. ft.
Seepage Pit No..._.__I....... .... Diameter...... __..__.... Depth below inlet.._�_o............ Total leaching area___i-.G..O._sq. ft.
Z Other Distribution box � Dosing tank ) q
Percolation Test Results Performed by.....h:_ .'_ ___� _ ._ Date.... `,.�....1_'__..... ....
____Test Pit No. 1__________ __minutes per inch Depth of Test f Pit.___�____________._ Depth to ground water...falU_.._Y�.....L
(T4 Test Pit No. 2................minutes per inch Depth of Test Pit......Lnn...... Depth to ground water.......................
9 •-------•---•-•••------..--- }--------------------•-•..........................................................
0 Description of Soil----.._�. .�(.,......_.�,e?. ------------------------------------•--•-----
w
VNature of Repairs or Alterations—Answer when applicable................................................................................................
•-----....-•--------------------•-------•--•-------••-----••----....--•---------------•-•-•---.....-----...--------------------------...-------------------------••-•-----••••-----•-•••----------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TL I T=4 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a-Certificate of Compliance has been"issued by the board of health.
Sie -•----...---•----•................... .........•--Da.t..-----•--••----
_Da� ,
Application Approved By....... >....... -------- I
Date
Application Disapproved for the following reasons:................
------•..................................................................... ..............................._
.................•------------................._..-•---------------.........-----•--------...-------...--"----------------------------------•------------------------------------------------•-----------
/ -Date
Permit No......................................................... Issued._//..
Date---- -•--•-
ems.. ...............
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
Apjiliration for llhipao al Vorkg Tonstrnrtinn Famit
Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal
System at:
Locdtion Addressr {--.< p �g 0 "' t
...
-eY, tF� t F.KC ... �� cc' .... ... _? . .»'... t/f_ .i`'.....A:?... lis ,f !►
Owner -----Address
Installer Address
PQ U Type of Buildin - _ Size Lot_._�_m::�:.��`.� .. Sq. feet
g
aDwelling—No. of Bedrooms..............!!-w:.....•.__...__.........Expansion Attic (Qb Garbage Grinder (Qb
WOther—Type of Building .... ...................... No. of persons............................ Showers ( ) — Cafeteria ( )
Othertures ......... ------•--------------.............................•-••-•---------••---------•-•-•-•••---•---•------•--•----•--•--.......------.._....----
W Design Flow....... mac...................:.......gallons per person per flay. Total daily flow............ ..........................Zallons:
WSeptic.Tank—Liquid'capacity..!.�=f .g�lons Lengthh.= _..... Width................ Diameter..._---......... Depth..'��...
x $Disposal Trench—No..................... Width.................... Total Length...........a........ Total leaching area....................sq. ft.
Seepage Pit No.......#............. Diameter.,_... .......... Depth below inlet.. =....._...... Total leaching area..; f .:q.sq. ft.
Z r+ Other Distribution box (~° � .Dosing tank ( ) 80
,
~' Perc6lation Test Results Performed by..... °..'.... _...................................` s,l`1 �1 Date... ..,..__ ......�' ..__..
�`
Test Pit No. 1........... .minutes per inch Depth of Test Pit.... .. :......... Depth to ground water..(�_:.. ......I
Test Pit No. 2...............nunutes per inch Depth of Test Pit...... ....... Depth to ground water..._...._ ..........
O " ;....r.- ----------•------ •---------•-----•-------•----•--•------------ --
DescriPtion. So ; `,�`+ r) a � T
w ........ ..........� 1 == A
............................................................................... .................-__:-.--------_________________----_.____...........______......_.....................................
V Nature of Repairs or Alterations—A"n ver when applicable-If,-----------------:...........................................................................
Agreement: t/
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of/TITI-S 5 of the State $amtar Code—The undersi n d.furtl:er agrees not to lace the system in
Y g, � .., g P Y
operation until a Certificate of Compliance has been issued by the board�bf;lQtl .
Siki ti ...............................�f...................... ;
Application Approved By......................---...... -- -------------- `} Date
Application Disapproved for the following reasons:............ ---•...............•---------•-----------------•-------•---•---------••......----•----........•-----
•-••-•-------••••---
........----•-•-----•----------------------------------•----------------•--••--------•----.........-----•-•----••-----•--•-•---•--•-----••--•--•--••--------------•--•--------------
Date
PermitNo. t ................. Issued_.....................................................
` 4 Date
3 THE COMMONWEALTH OF MASSACHUSETTS � ln
BOARD HEAL
................................or....................................................................................
Trr#if irtttr of TuntpliFanrr f/
Tr IS TO CPI?TIFY, That the. Individual Sewage Disposal System constructed ( ) or aired ( )
bY /. ...
t G ---------
at........................... ......---. .......--•------.... ........-•--.........ec!. --- ...........
�"v......... / ......
has been installed in accordance with the provisions of T 5 f State Sanitary Co as described in
application fdr Disposal Works Construction Permit No.... ................................ dated--------- �..: `_.t`f✓_............
THE•ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO, RIDE® A GUARANTEE THAT THE
SYSTEM WILL FUNCTIONSATISFACTORY.
DATE........ / /"Z ....................... Inspector.. ..........:. . ...... ..•• -•--- .......................................
THE COMMONWEALTH OF MASSACHUSETTS /
.t3`OARD O HEALTH
�� � OF.. .
No......................... F d ........
Dtspo rk Cann #rnr uan ermi� ',
Permiss>on s by granted �` -t.. A�ae
.---••- ------- -------------- ..... • ........ . ........... . ._..
to Cons. ;' ) or Re � , an I.51
ndiv• ua ispos � j
s t d •
as shown on.the application for Disposal.Works Construction Pe/o.,-..._.._... ._ ted•._._. `�S'
�`~�...... ................. ............... ..... ... . .................I...........
�
�� ���l Board of Hea
DATE..... -------•---------..V--•--...--•-----------•-------------.......
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
;=1Cj\.:-1 a Ito t S • ssc) G•P.V
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i
lO CATION
�� �z SEWAGE PERMIT NO.
VILLAGE _
INSTALLER'S NAME i ADDRESS
C c �
® U I L D E R OR OWNER
DATE PERMIT ISSUED
DATE C0 M P L I A N C E ISSUED
�oN �-� � �c�,e►v�rL
14
LEGEND
S J057'46" E i N LOCUS
S Rd
— 98 --•--•- EXISTING CONTOUR
�ob\�2 149.63' ' ( x 100,98 EXISTING SPOT GRADE Cep<O�p
\q'Z` W EXISTING WATER SERVICE
G EXISTING GAS SERVICE Rp Rp
Cep<c d�otp
I _O.H. W. OVERHEAD WIRES
A U UNDERGROUND WIRES N P<ea;nc1 S p�ecnc� Fd os��P
MAP . 149 Op. TEST PIT c`nG Rp ��0
PARCEL 1.30--013 �p0' - BENCHMARK
26,870f Mer deb p<
Cf
�o e�nQ�d o�����rO
Royetn o. N
• �Z ,�� can `a
LOCUS MAP
1 �p NOT TO SCALE
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
LA BOARD OF HEALTH AND THE DESIGN ENGINEER.
/% / /! /' / ,- /ii/ i / / ! �'• eel -A 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
,' (� Cb O OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
f / LOCAL RULES AND REGULATIONS.
rn , t/EX/STING
p o� /%t / - t //t i % , ti 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
/ ''/' / / Ft HOUSE l71'22� it O TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
/ /%,i� /�//�/TOF=102.66 /�� �� tv � DESIGN ENGINEER.
i i / 13•� '�
f / / 1/(Assumed),' , d _.� 'g 0f Mq 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
11 trF y� ENGINEER BEFORE CONSTRUCTION CONTINUES.
1 Q p t v ca PETER T. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM,
McENTEE
I C,4 R a 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
25 1 1 ca ? CIVIL
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
0 = -i C, No. 351009 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
�E Q
•� ,` Gar'age i ^� �--._..- {1J 1 � � ECISZ�. � 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE,
S� 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S.
f TP-1 �4•--10' \� b
\•O R' G 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
TP-2 I 00` II �`6 0 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
101,54
1 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
Ben c mark Set 1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
o�w � R CONSTRUCTION.
{ '` - W
Left coil. conc. step \�w �� J �` 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
EL.=102.31 (Assumed) 0� �_ '�� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
Paved �� \ O� � REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
�1 O O 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
EXISTING SEPTIC TANK AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
TOP OF TANK, EL.=100.03f Oti G�
INV.(OUT)=98.70t
EXISSTING LEACH PIT Drive PROPOSED SEPTIC SYSTEM UPGRADE PLAN
TO BE PUMPED, FILLED W/ 178•32 O
SAND c9c ABANDONED 6006 W \_ 22 GOLDENROD LANE, CENTERVILLE, MA
N 0'4 Edge at• pavernen f 00' Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632
Engineering b Surveying by: SCALE DRAWN JOB. N0.
c1 N6 ti0 O \ 00 OWNER OF RECORD e e y
0, D\ 'LANE Engineering Work A'ARNER SURVEYING 1"=20' P.T.M. 165-08
�. JOSEPH KELLEY 12 West Crossfield Road 22 Long Road
C�— f O��ENR , 22 GOLDENROD LANE Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
,7 ( CENTERVILLE, MA 02632 -(508) 477-5313 (508) 432-8309 4/21/OS P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
• FINISH GRADE SHALL NOT BE < EL:97.5
r FOR A DISTANCE OF 15' AROUND THE
PROPOSED S.A.S. PERIMETER OF THE S.A.S. (3) 5" DIA.OUTLETS
PROPOSED TANK PROPOSED D-BOX INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT 15.5" 16° �2"
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE
F.G. EL.=99.9t F.G. EL.=101.0t F.G., EL: 100.5t F.G. EL: 100.5(MAX.)
• 1
15.5" l 12"
a..
L — 45' L 4' 6"
@ S=1% (MIN.) Q S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC 2' LAYER OF 1/S" TO Y/2"
DOUBLE WASHED STONE
lo.. WINV.=97.10
Bea ®® (OR APPROVED FILTER FABRIC) 20
EXISTING 48" LIQUID 14 aaaa6aa 3/4 WASHED STONE DOUBLE H— 1 O LOADING
LEVEL INV.=98.717 4' 5.2' 4 D—'B O X
GAS BAFFLE INV.=97.17
PROPOSED Q-BOX EFFECTIVE WIDTH = 13.2'
N.T.S.
(STING SEPTIC TANK _ INV.=97.00 2-50Q G�i QN LEACHING QH►MBERS
SURROUNDED WITH STO E�1 A$ SHQW
H-10 RATED
TOP CONC. ELEV,=97,8
BREAKOUT ELEV.=97.5 ®®®® 0
INV. ELEV.=97.00
NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO ®OOaO ®®®®® ®® ®®I�® � ® � ® ® 33"
GRADE ON A MECHANICALLY COMPACTED SIX away MOOR®
INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=95.00 d w ®® E3®a E3
310 CMR 15.221(2). 3' 2 X 8.$'=17,0' 3' N Z
2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23,0' ®��®�® ® ® ® ®
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W.
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEbd SECTION
4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. NO GROUNDWATER, EL.=90.0 = 102"
SHALL BE 36'%
SEPTIC SYSTEM PROFILE
N.T.S. 4" KNOCKOUT
\��� 20" DIA. COVER
SOIL LOG
4" KNOCKOUT 4" KNOCKOUT 62"
DESIGN CRITERIA DATE: APRIL 15, 2008 (REF#12,177)
\ • \' \ \� SOIL EVALUATOR: PETER McENTEE PE
WITNESS: DONALD DESMARAIS R.S.
NUMBER OF BEDROOMS: 3 BEDROOMS \ \`\' \ HEALTH AGENT
4\�\\�, , 4" KNOCKOUT
SOIL TEXTURAL CLASS: CLASS I \.•.,\H `\`',\ ELEV. TP— 1 DEPTH ELEV. TP—2 DEPTH
DESIGN PERCOLATION RATE: 5 MIN/IN \\�3oZ\\\� 100.5 q 0 100.5 q — 0"
DAILY FLOW: 330 G.P.U. 1 ! \ .,` .�\\ SANDY LOAM SANDY LOAM
t a 00YR 3/3 10YR 3/3
DESIGN FLOW: 330 G.P.D. \; �\ � 100.2 B 4" 100.2 4°
a 500 GALLON CAPACITY, H-10 LOADING
GARBAGE GRINDER: NO SANDY LOAM SANDY LOAM
!10YR 5/8 IOYR 5/8
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY O1 \;\\ `\
N 98.0 30" 98.2 28" CHAMBERS
LEACHING AREA REQUIRED: (330) = 445.9 S.F. C C
36" N.Y.S.
74 ,I j PERC
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES NM w'� ; 48" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES '� o. A MED. SAND MED. SAND
_ 2'5Y 6/V 2.% RA 22 GOLDENROD LANE CENTERVILLE MA
SIUEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. ;� -"--- + i >40% GRAVEL >20% GRAVEL --- � �
BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. w PROSA.g. ; Prepared for: Copewide Enterprises, P.O. Box 763, Centerville, MA 02632
�?
En Surveying by: SCALE DRAWN JOB. NO.
TOTAL AREA:--.........................................................448.4 S.F. --- 90.0 126" 90.0 126' Engineering by:
EngineeringWorhs WARNER SURVEYING NTS P.T.M. 165-08
�-•--- PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road 22 Long Road
DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. S.A.S. LAYOUT NO GROUNDWATER ENCOUNTERED Forestdole, MA 02644 Harwich, MA 02645 41 08 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 432-8309 P.T.M. 2 of 2