HomeMy WebLinkAbout0052 PASTURE LANE - Health 52. Pasture Lane
Hyannis
A= 248 - 265
TOWN OF BARNSTABLE �1
LOCATION S —p SEWAGE# aUa "' /SO
VILLAGE ASSESSOR'S MAP&PARCELo[L[
INSTALLER'S NAME&PHONE NO. SILO M -C>j1r(1� �0� aci
SEPTIC TANK CAPACITY C k k-k 10 l0 C)13
LEACHING FACILITY.(type) (size) ka..,)C a. a �;
Garb a o
NO.OF BEDROOMS
OWNER
PERMIT DATE: o`Z G COMPLIANCE DATE: /VQ 6
Separation Distance Between the: ��((
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility uC Feet-
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) eQ Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY .
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l�t� dVc�,btSS Q� c'cS�''S
a'
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0[pplitation for Misposal *pstrm Const union i3rrmit
Application for a Permit to Construct( ) Repair 1�11 Upgrade( ) Abandon( ) ❑Complete System 9/ndividual Components
Location Address or Lot No. Z (�c V S.L ��� Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel �� ..a�� ^r\ 66\^� '� � tUC1n� r v
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. b G9'
5'�01\ �r-V^JK- t 13 0 dd YC.fr-.w - �-d $ �I� y
Type of Building:
Dwelling No.of Bedrooms 2 Lot Size / sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)® gpd Design flow provided 0 U gpd
Plan Date Q,Ci Number of sheets Revision Date
Title
Size of Septic Tank QY. 5N\*\A k% ) 50,_ Type of S.A.S. �b0 q C.`\[,.^ \fit a 0 C�I(IJK6-ri
Description of Soil \'1 .S" U )( 9- \A Q 0 R)
Nature of Repairs or Alterations(Answer when applicable) T\c—�A c k k�A-�ns!) _9,-� t.a �Y\n-
` . \,A,�t� ti c, G\�v,►� ( �,,�,.N.y-cam c " -Z/ �o
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 until a Certificate of
Compliance has been issued by this Board of Health. `
Signed Date z i Cl 1�U
Application Approved by Date ` �J
Application Disapproved by Date
for the following reasons
Permit No. f�0 J 6) Date Issued C)
No. Fee
s, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftplitatic"n for ]Disposal.*pstrm Construction Permit
Application for a Permit to Construct( ) Repair(0o) Upgrade( ) Abandon( ) ❑Complete System 4elndividual Components
Location Address or Lot No. j y�kU r-c. v o. -1,, Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 7 kA y—A V 1.;���(��R l� �1/�"�. • - {' t� f f
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ,r'
5 �� -w�- . t 3 0�d YE•r c� ti� t2.d l� ;:i�c i- act �( .
Lc Awr w
Type of Building: _ . `�• C iN� ^,;
Dwelling No of Bedrooms Lot Size 11j sq.ft. Garbage Grinder O�
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided j J d U gpd
Plan Date _; l 0 Number of sheets ) Revision Date
Title
Size of Septic Tank Ek C,k_ Type of S.A.S. �.N 4 q C_`
Description of Soil J L
Nature of Repairs or Alterations(Answer when applicable) C,)".0
..y
�• �'� '� f•� `�i1 C � \�ir i ti � �.t e./�\MrC t�, t i�f ; �-�� ra r, V S
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 until a.Certificate of
Compliance has been issued by this Board of Health.
l Signed= '.".! .- ^._ Date ( `)
a�
l Application Approved by �,�,.n i' �>. 1/ i1G1� Date
Application Disapproved by Date
for the following reasons
Permit No. 0 �LD Date Issued r IX 0
------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate Of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired(v5 Upgraded( )
Abandoned( )by _;
at Vk -c c k rg �.,c', _;� �-k �, "_ t` has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. f3� �l�dated U
Installer [� �G•a t�, Designer )
#bedrooms Approved design flow r'�_� i ; 1` and
v
The issuance of th' pe it shall not be construed as a guarantee that the system will f nction as desighed.
�
Date 1!� b Inspector
--- - -
`-
No ..(� 0 '_ -J (� Fee 16-6
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction 3pPrmit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at
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. 1n/i�y
Date "'�' "' } Approved by �A�� �. ,
Town of Barnstable
a``KE Inspectional Services
S Public Health Division
aeerts ABLF,
HAS& Thomas McKean,Director
&639. 200 Main Street,Hyannis,MA 02601
Office: 508-862.4644 - Fax: 508-790-6304
Installer& Designer Certification Form
O
Date: Sewage Permit# z n a I SAssessor's MaplParcel 2 �S
Designer: pwviA 9, ouq-h� a�®wr j?�5 Installer:
Address: 1 SOoTh Address: J 0'i
C.Whom, WlA a 3 �� � � 6a �0
was issued a permit to install a
date installer
septic system at S Nov('t', (-r► based on a design drawn by
(address)
v�o� ID- (a.-a h c4 e w r dated N %g 7. 'LO z v
(designer)
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 constructed i • . ce with the to rms of
the RA approval letters(if applicable)
DAM yin
a D.
G®UGHAidCJ'WR ;^
(Installer's Signature) Nc. 1Q93
r ,
(Designer's Signature) (Affix Designer"s Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
WoAdeptslHEALTFASEWER connceMPTIMesignerCeniflcation Form Rev&14-13.00C
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5/3/06 J. DELNEGRO GARAGE /
5/I1/06 Steven C. Hayes, Architect Note.
5/30/06FT 16 Bay state Court•P.O.Boz 821 Smell format drewlogs are often used for prelimlasry ohecldad�urpoeea
5/30/ Brewster,Massachusetts 02631 (506) 240-1411 Drawings may sot scale es Wdlcetad. Flnal plans will bs pm ed is scales shown.
401-01
4-3 3-1
3'
DOD DRO I SOLID
BLKG.
- — — — — — — — — — — — — — — — — — — — — — '— — — — — —
ILINE OF 2-2XI OR� ,
DORMER BCI J ISTS g
ABOVE ABOVE °
2XIO FLOOR JOIS • IL' O.C. \CA a
ALT. 3 V2'XH' BCI 9005 ABOVE GIRT V-1y2' as
FLOOR JOISTS ID It' O.C. ABOVE a
SOLID IF NO GIRT USED.
BLKG. mll-E
8
LT. WINDOW LOCATION GARAGE
IF I '
o
3 I/2'XH OLID
' CI 9005 JOISTS USED - �� BLKG. _ O RIDGES
v I 3-I 3/4'XIB' MI iYL GIRT I 3 I/2'0 - L0
SOLID •m E eABOVE,FLUSH FRAMED ---I PIPE COL.
BLKG. - -
A 2XIO FLOOR JOISTS S IL' O.C. i-------- ----- --
I 1
1 1 -
- ------- ------ --------- -----
b
_ 1 '
I 2-1 3/4'X9 1/2' ML L L HEADER 1 1
' I LIIAr
XIO FRAMING USE D I I IAUUp'
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° 1 !2-1 3/4'X14' IFJCI USED 1 1 I <I , (�I - m
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L'-O• 12'-0' L'-0' L'-O' -4' 2'-8' Z P
_t ai'�E
'-G' 412 Q V]E i
DOOR D O DOOR DROP DOOR DROP
24'-0' Ll
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PROPOSED 3 BAY GARAGE A EXS N��
BUILDING n O
FIRST FLOOR PLA>\l
Ln's
SCALE: 3/IL'
LOCATION ��� Y�WAGE RERNIIT NO.
269
VILLAGE
f
INSTALLER'S NAME A ADDRESS
LAA
t UILDE R OR OWNER
Cek4 . v�
DATE PERM T ISSUED q / L(
D11T E COMPLIANCE ISSUED ��`
2 y �`2dS
p
M
CP
VIC o
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.......7617vyl ............OF.......4644' .....�. ..............................
Application is her for a Permit to Construct or Repair an Individual Sewage Disposal
71V
Dwelling—No. of Bedrooms.................3 ...Expansion Attic Garbage Grinder (17C)
ly. Septic Tank—Liquid capacit gallons Length ..... Width......&...... Diameter................ Depth
Ojt��at
71
Z box (A4 Dosing Ata ( el
Other Distribution
Percolation Test Results Performed by....... ..... Date...........
Test Pit No. I...4.01—minutes per inch Depth of Test Pit.... to ground water......12'OW..
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TAI TI U 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.
Signed
Date
Application Disapproved
for the following reasons:.................................................................................................................
.........................................................................................................................................................................................................
»at°
Permit /m
� Date
�
~~-^~~~~^--~`-~--~--------'-----------''---------- -----
No......................... F>a..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
- L...........OF....... T 6 ...... `. ...............................
Appliration for Di,ipo,sal lVarkii Zonstrurtion ramit
Application is hereby ad f a Permit to Construct (") or Repair ( ) an Individual Sewage Disposal
System at: Z 0.
...........•....••...... J .................................... -
Loca'on-A ress or Lot No.
--.......... .. - -... - �� c cam ......--..........................................................
r d ess
rW-1 L ... y�l ��a--•s•......................
Installer Address //
UType of Building Size Lot...i_�.�E.7...Sq. feet
Dwelling—No. of Bedrooms.................. ._....__..___.---Expansion tic (ylj Garbage Grinder (1i P
Other—T e of Building No. of ersons..•--.•... .. Showers —
a YP g --------- ---------------- P ----------- ( Cafeteria ( )
Other tures ............0W AL._ . ..--------....--•-•----..........---...
W Design Flow............ ...............gallons per person per�day. Total dail flew__._.__.. _3 D..................gallon
WSeptic Tank—Liquid caac ./ gallons Length./d..--..... Width...... Diameter................ Depth.//-.64....._.
x Disposal Trench—No. ... ..._..� Nidth.................... Total Length.................... Total leaching area_4�.�W..._sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tapik ( ) -
`" Percolation Test Results Performed by------ ...... ...... . / - .. _._. Date._...__..... .:... .
/ � �A
Test Pit No. 1..:C.�-; minutes per inch Depth of Test Pit..... ............ Depth to ground water...... ....4E�..
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..............
1P=._-._--.
0 , --- --.
jj ...•....••••-
O Description of Soil 1 T *d `�,}...
/j - ` =- -- --------------------------------- --- --
x �' ' '--•-•--- -----••--------------•---•--•----•--••-•......-•••--•-•-------••---••--•••••-•--
.
U Nature 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 TIT1Z 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.
Signed f� ._ _ �...... -?
J� L/ Date
Application Approved By....•-•---•••--••-•••••-••••--.......--•--•............. ........------•..---•• -•...............
----•--..._....--•--Date
Application Disapproved for the following reasons-..............................................................................................................
............................................••-----••------•......-••--••-•-..._.._..-----•--............._......----•--------•-•-----••-•-•-•--•--------•-•-----•-•----• •-••-•....-••••--•--.......•--
Date
PermitNo......................................................... Issue(L.................. ................................
Datee
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH.
. ........OF..... .................................
Trr#if iratr of fwontplUtnrr
THIS IS TO CERTIFY T at e Individual Swage Disposal System constructed ) or Repaired ( )
by - . ... --••-••-•-•-•.......... .. --•-••..._..-•----
-- --- • -- ...
1,.-•� t ler
at ... ..1--_r.......• .......... . --.....•...-- •• --------•------.�'`�/!.. Ldo --..: --••..---•-•---------------
has been installed in accordanc wi�li e rov lions of TI i I F 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......................................... dated....---------...................................
�k
y THE ISSUANCE F THIS CERTIFICATE SHALL NOT BE CONSTRUED A GUARANTEE THAT THE
SYSTEM WIL� TION SATISFACTORY.
DATE....Z_._.�....d •...........................................•---- Inspecto -- ------------------------••-------•--------------••------.------------.---.---
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OFHEALTH
7/
No... ._ ---•-•"- -- FEE........................
Uioposttl ork.o T notrnrtion rrntit
Permissions h y granted....... ..... • . •-• ......... ----•--•-•--•----•-••--•-----•-•-•---•--•-•-•••...............•--.......................-----
to Constr ct ( or air an Individu- age Disp sal ystem
at No...
1 -.. ------
Stree
as shown on the a i do f r isposa Forks Construction Permi 11 �� ...._.�atedf Boar
DATE---��� ----- -....................................................
FORM 12 5 A. M. SU KIN, INC., BOSTON
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No. 366 :
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LEG CERTIFIED PLOT PLAN
EXISTING SPOT ELE AO OF At
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EXISTING CONTOUR - 0 -- -
t ROBERT.tr GN
FINISHED SPOT ELEVATION [ y
FINISHED CONTOUR 0 $ e w AN
APPROVED BOARD OF HEALTH .` gh „ `` bJ
�No su��'
DATE AGENT SCALES I " �vr DATES �1 f3 �
LOREDGE ENGINEERING CO. IN
CLIENT, g� I CERTIFY. :THAT THE PROPOSED
EGISTERE REGISTI:REO JOB N0. ot,2 BUILDING SHOWN ON THIS PLAN
CIVIL LAND CONFORMS TO THE ZONING LAWS. .
ENGINEER URVEY R DR.BYt OF BARNSTABLE,. MASS.
712 MAIN STREET . CH. BYE
NYANN I S, MASS. . . 4A _jE
SHEET._LL OF:`. .-. KEG. LAND SURVEYOR
IVO . /F E%TNER THE SE oT/G TA V,< .OR •'
�0 F 7LEACN//V PI r A "G RE /"IORF THA:/ /2 BELD.&V
AO /AM R O R T O fi M C E E PT N
O i
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q'PYC P/Pl HALL eE ,9�?OUGNT TO GI�AOE,��+/✓ EXTRA ,.- .
/ � CONG4ETE h+EAVy CAST IRON 4=VER SHALL 13E'USEO
M/N. P/TCN:
COVERS /g..0 %F/N ,DR/VC.W,4 r
-... _ 2�JL MiN. CONCRLrTE
AD& Co✓E.4
C L EAN' .S'A/V,0
LlfMIO LEVEL a'
4: 4~G� '� -- - �'. .'• ••:.�. 2�LAYER
/It0J1/ P/PF
MIN.P/7Y.N --1 GAL. • • e . • , •• • > •e
Pit PT. S.EPT/C TANK D/ST, o a r / • • s • • • • • • s t + WASHED S717NE
: = BOX • .• o: � � � • • • •• • .•sue,
t • • • 34
.�: i ;e• PVC • ,0 WA J JNE
r•.e DEFT
O• A-: • 1 • • :O e 1.1 • o
��g'f'X ,�.r . y r� � i s� • o.' e • • • o y PRE['A.ST SEEPAGE'
,C /.l : i• • • • • • • • • • e P!T OR,EQU/V
lNli�'RT E'LEYAT/O/Y� r,Yk o e
INVERT aT BIilLO/N6 Y�a3•S FT
!HEFT .SEPTAC Ti�4NK 103: FT _ V , Fr:D/i9/►� y CtSEE TABULATION
t ONTLET SEP'77CTANK,
INLET D!$TR/8!?/ON 8DXGRO/JNOg7ER T�I�{L.E
'�, O/1TLETD/STJ�IBYT/4N BQaf d FT •SECT/aN OF,m ;.s :,^ t= 3
. C �.y� 02�j.'� .SEWAGE Ols�O�SAt .S P&TI M4 T "./�: _ T `:r
ET.AZACRIA4 PIT 2 r, j }f J�p LAO�DIT '
„.
µ
'- LrEs4C�1/NG PIT
41M€NSION zA �•`5 FT-
DES/6N .CR/TERl.4 st 0,0I
,0
Nl/INBER OF 6EDR00/yS 3 - ' `' 'R ' 2 DIMENS/ON C^L_FT ii
GAR6AGED/SPOS�9L UNIT 4/lE
TOTAL E1T//►?�cTEG FLOry 0.44�®.4Y So I- TEST ! SOIL 77 rST0,2
NUM ER QF L,EAGV/NG I /o ,S " /
B PITS ELEY, y l�Lda1/ ,O►.4TE OF
S/OE LEACHING PER PIT 5S a
11 ESuCTS Av II SSED BY
BOTTOM LEACN//vG PER P/T 7�5 sq, �tT. er D' 1;S r` '":P�RCOLAT/OW -e-474F#:/
TOrA4 LEACHING AREA �SQ, iT. ° -�-�Se AERCOLAT/oN RATE 2 M//1//lNGf1.
RESER{iEGEAG'N/N6 AgEA j SIP. FT.
SH QF,yAs 1H Of M i7B7
ROSE RT G /—D T— .�S �°L.
PNI m N
BRU
N . CA
366�Q: ti $ 5�`/J
Q-
D�FSS/STE�G�� /STEMELOREDa&ENG/NEER/XG.CD,/NG.
�ONAI EN �4hp S11�Fy � / �za.9ZS 7/2.MAIN ST , yY�4NN/S, A4, S.T,
QfNO GRO[lNt7 ;.%4T.E.V 1rNCOUN2FREO , L'L/ENT: - Aq rE /
Q .GROUVo WATER AT
.IOB NO; Ir3612 SHEET OF o�
�eaSa% °�tlye " HYANNIS ER
MA'
A
In'=L�l� END
G T§L TaES StiABLE GIS p�"U � in,•�• ��nda a^e'ra� �n�e
SEPTIC COMPONENTS �p eP
-- ELEVATION
WATER LINE
EXISTING 5 2.8 2 $
1000 GAL WATER GATE O oAarlotta r+L
TO �O� 3 s ..Avenue i-
s°
SEPTIC TANK GAS LINE P OF FOUNDP�
• EXISTING OVERHEAD WIR OH 9 ° 4„" t, �►COde a `'+
LEACH PIT/ UTILITY
CESSPOOL POLE $ "fie .tee
' $ A
mw
DISTRIBUTION BOX 10 S ce� `A
❑®
TEST PIT ® -
e e��
EXISTING LEACH IT "
e•
TO BE PUMPED AND /
FILLED OR REMOVED /
LOOT 15
AREA = 19057 sf+—
1ASSR
N BOOK 249 PAGE 15
MAP 248 PCL 265
/ 51 —
s
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�,�ABOVE,GAOUND ,
' "SWIMMINGgPOOI��, ��
PROPOSED SOIL
A��� YTO a8E REMOVEDJ„ � ` Q�
ABSORPTION
o
SYSTEM 15 K o
OAK
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• ;,
—SEE DETAIL =
ON BACK 215 in
OAK I15 in N
OAK 1 � Z
s
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MINIMAL
�p 15 in \ GRADING
fi
OAK PROPOSED
\ 51
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At
* PLAN
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� 0"P11� 1W E ��H OF bU9S ��N OF y>gSS
� P S P
SCALE: I in = 20 f t DADVID 9CyG o� DADVID 9CyG�
O 20 40 �� �" �e COUGHA.NOWR COUGHANOWR
ng
No. 1093 No. 461
0 10 20 \ •.
�FGI tR qP O EO
PRINT ON Il x 17 in qN —
PAPER FOR PROPER SCALE
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACELS. OWNER
THIS IS A SHOULI ENT OF L
D CONSUTDIWITH
A MASS. DSACHUSE TSS. FENCES OREGISTEREDI G OLA LAND SURVEYOR.
o SEWAGE DISPOSAL
t, PLAN SYSTEM PLAN
USE COLOR PLAN ONLY �. q —TO SERVE EXISTING DWELLING 'r
FOR INSTALLATION JOHNATHAN & DEBORAH
FULL DETAIL IS BEST -
VIEWED IN ;,I DELNEGRO
FULL COLOR ",a OWNERIS) OF RECORD
52 PASTURE LANE
155 Geo Ryder Rd S HYANNIS, MA.
Chatham. MA 02633 PROPERTY ADDRESS
DavidcouOHotmail.com DATE: MAY 7 2020
508 364-0894 PG.11?J1 JOBS' ETE 4454 AE3CDEI
r
SOIL TEST LIM Nua W19 mmm-sm. . DESIGN CALC ULAMONS
SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE #461 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT.
TEST PIT 1 NO GROUNDWATER ENCOUNTERED SEPTIC TANK, 330 GPD X 2 DAYS = 660 GALLONS
PERC AT 60 in - 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOUND STRUCTURAL CONDITION. IF NOT. INSTALL
51.25 INCHES HORIZON TEXTURE (MUNSELL) MOTTLES NEW 1500 GALLON SEPTIC TANK.
0-4 Ap SANDY LOAM 10 YR 2/1 NONE FRIABLE DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW.
48.75 4-30 Bw LOAMY SAND 10 YR 4/6 NONE LOOSE SOIL ABSORBTION SYSTEM:
39.75 30-138 C MEDIUM SAND 10 YR 5/4 NONE LOOSE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE
SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES
TEST PIT 2 NO GROUNDWATER ENCOUNTERED PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT.
2 MIN/INCH IN C SOILS THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DEPICTED BELOW CAN LEACH:
51.25 INCHES HORIZON TEXTURE (MUNSELL) MOTTLES
0-6 Ap SANDY LOAM 10 YR 2/1 NONE FRIABLE BOTTOM AREA = (24 x 12.5) = 300 sq. ft.
48.58 6-32 Bw LOAMY SAND 10 YR 4/6 NONE LOOSE SIDEWALL AREA = (24+24+12.5+12.5)x2 =146 so. ft.
32-138 C MEDIUM SAND 10 YR 5/4 NONE LOOSE TOTAL AREA = 446 sq. ft.
39.75 FLOW CAPACITY = 0.74 x 446 = 330.04 gal/day
INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED
BELOW. FLOW CAPACITY = 330.04 gal/dog WHICH EXCEEDS
THE 330 gal/dog REQUIRED FOR A THREE BEDROOM DESIGN.
1000 GALLON SEP77C TANK
EXISTING UNIT — DIMENSIONS & DETAIL
TANK TO BE PUMPED DRY AT TIME OF INSTALLATION
AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL S O§L Q S S O R p V O NI
NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE.
REPLACE WITH A NEW SYSTEM CONSTRUCTION DETAIL
I in 1500 GALLON TANK USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL
TAPER ram^ IF CRACKED, ROTTED
OR OTHERWISE DRYWELL 24.0 ft
COMPROMISED. UNIT
' OR
0 00 w co
C NOT Ln 0 c Ln
v_ TO N m I
SCALE M�
\0 STONE
NO 3.5 ft 8.5 ft 8.5 ft 3.5 ft
8 ft-6 jn
INLET ourLEr 500 GALLON DRYWELL
COVER COVER DIMENSIONS & DETAIL INSTALL ONE INSPECTION
RISER TO WITHIN THREE
3 IN DROP USE INCHES OF FINAL GRADE
H-10 & INDICATE LOCATION
—► �l FLOW LINE UNIT
FROM ON AS-BUILT
_ s
14 TO
10 in f,
BUILDING t�� � 33
48 in D—BOX in
LIQUID GAS
BAFFLE
LEVEL �
102 in '
b !n STONE BASE IF NEW CROSS SECTION VIEW
SEPARATION BETWEEN INLET & OUTLET INSTALL AN APPROVED GEOTEXTILE
TEES NO LESS THAN LIQUID DEPTH FABRIC OVER STONE
CROSS SECTION VIEW
28 3/4 In TOe 24 in eT{ 3/4 W9,Jn GRAVEL EFFECTIVEO 1-►/p In GRAEL
in u n DEPTH e
DISTRIBUTION IOo/nNl BOX UDB-3 H2O
46 in 58 in 46 in
DIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN 150 in
12 in -INSTALLER TO OBTAIN DISPOSAL WORKS
cI MIN PERMIT BEFORE STARTING WORK.
-1 P4 -ALL COMPONENTS INSTALLED SHALL MEET
u� FROM S S THE MINIMUM REQUIREMENTS OF
N TANK u� (o TO MASSACHUSETTS TITLE 5 SEPTIC
SAS OO CODE (310 CMR 15).
' ° ^ -INSTALLER TO VERIFY LOCATIONS OF ALL
=' UNDERGROUND UTILITIES BEFORE
EXCAVATING FOR SYSTEM.
� 6 In STONE BASE
21 In 2� \ CROSS SECTION VIEW -ECO THE E INSTALLATION OF CH RAPID RESPONSE
LOW FLOW RECOMMENDS
FIXTURES 8 APPLIANCES, AND PERIODIC
PUMPING OF THE SEPTIC TANK.
161 -SYSTEM IS NOT DESIGNED TO WITHSTAND
VEHICULAR LOADING. DO NOT PARK OR
DRIVE VEHICLES OVER SEPTIC SYSTEM.
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC
EL = 52.82 +— b in OF FINAL GRADE
AND TO PITCH AT 1/8 in/ft MIN
51.401 +
DD—B(00 {n 3,
USE H-20 M A X
EMSTNIG 48.4011
EXISTING 1000 0o O` LON
PRECAST
8°00°0o�°ooa c 000°0 00
0000 00 - oa000O0000°
0 48.85 D°°°000�oo° DRYWELL °000�oa°°°o
C P= TANS in °o o°�0000 a°oo°o °°
47.70
EXISTING REFER TO DETAIL BOX a 47.87 STONE SO�L� ABSOGRPT�ON
BASE
47.65
—REFER TO
EXISTING 6 in SroNE BASE IF NEW 52 ft 5 ft SYSTEM DETAIL BOX q
45.65 NO GROUNDWATER BELOW
MOTTLING OBSERVED _ 39.75
SEWAGE DISPOSAL SYSTEM PLAN 1.52 PASTURE LANE HYANNIS, MA IMAY 7. 2020 ETE-4454 PG 2/211