HomeMy WebLinkAbout0049 PENELOPE LANE - Health 49 PENELOPE LANE
Cotuit
A= 039 - 038
iTOWN OF BARNSTABLE
LOCATION Vf j� �pjr9,o� SEWAGE# SI Ag-C)57'2
VILLAGE Cai 3LJ ASSESSOR'S MAP&PARCEL J��3�
INSTALLER'S NAME&PHONE NO'Z�4Gs A (�Su��NC
SEPTIC TANK CAPACITY C0 10 S�i N S
LEACHING FACILITY-(type) a,%--cocollekeymb" (size) �vZ,g1C;Z J(Z
NO.OF BEDROOMS 3
OWNER—I ee-qk.Ci d j
PERMIT DATE: 3-6--Ij COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED
Aov'r- -Li L s
p-
8
Y '
No. 'o Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in com uteri
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for misposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(dj Upgrade( ) Abandon( ) El Complete System �ividual Components
Location Address or Lot No. q g Pp,Je lope Owner's Name,Address,and Tel.No.
C�fu�fi
Assessor's Map/Parcel ?roc i 02 G t
Installer's Name,Address,and Tel.No. Designer's ame,Address,and Tel.No.
a _p —�,J vk rn.) W Z -Y_77-u 31
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size °�� sq.ft. Garbage Grinder( )
Other Type of Building f PS N�ici� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 3 'y8 a gpd
Plan Date k l p31 Number of sheets'2 Revision Date
Title .
Size of Septic Tank Cx 1 sF1ro e Type of S.A.S. of SOCK c.Coi,C�n� c�lcnn�lJFlS N S�C7rJ e
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) i qi�,tc t\ a J-,Oa,J D%cgy C,^0 a
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.
S'em�A Date 3
Application Approved by Date 3
Application Disapproved by Date
for the following reasons
Permit No. 2 0( a 012- Date Issued 3
No.. G' Fee a' Entered in computer: d` ,
fillTHE COMMONWEALTH OF MASSACHUSETTS 4 Yes `
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for Ai8 DBa.Y,6pstrm Construction Verntit
Application for a Permit to Construct( ) Repair(✓�Upgrade( ) Abandon( ) ❑Complete System [..Jdndividual Components
, .
Location Address or Lot No. q p,J�,i , L,� Owner's Name,Address,and Tel.No.
Assessor's M /Po car el 3 .. 'Pfnrn 'f J f' `
Installer's Name,Address,and Tel.No. Designer's'Name,Address,and Tel.No.
ZZc =u--7-53I
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
1 Other Type of Building (rekAp �-ICA No.of Persons Showers( ) Cafeteria( )
Other Fizt6es
Design Flow(min.required) -j,-2n gpd Design flow provided -3 yg, gpd
Plan Date I k Number of sheets Revision Date
Title
Size of Septic Tank [�t,,%4 I'll Type of S.A.S. , 5C3!) r,f�1 r,^I r A,6aA 00 fG N S rJ E
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t,9Stt,
u I Sim,,-
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
Application Approved by , f r Date
Application Disapproved by Date
for the following reasons
Permit No. g-y/ 0�-2. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS ---
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( _�Upgraded( )
Abandoned( )by , /S� �,,,� /vC
.. . at.- �aa -. �4 .,,,a has been constructed in accordance _
with the provisions of Title 5 and the for Disposal System Construction Permit No. 01X-OS .dated 3,6 _ I r
InstallersW�r i A !3 fn,,,,r 7- -1 e- Designer r'
1 #bedrooms . Approved dees-sig flo.�w gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as des mn d -�,�
f _ �Date "3�i/}� r� � Inspector
No. 7 QI -�1��� Fee �J0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
misposar *pBtrm Cone.trUction.J3ffmit
Permission is hereby granted to Construct( ) Repair( ti)' Upgrade( ) Abandon( )
System located at N S ram.-,iy In n v LcAlr In A v/ f
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:Const-r7uctionn must be completed within three years of the date of this permit
Date .S b - X Approved byO -
1
Town of Barnstable
°frt+e r Regulatory Services
ti
Richard V. Scali,,>nterim Director
t BARN5rABLE, ' <
MASS. $ Public Health Division
Thomas McKean, Director
200 Main Street,Hyannis,' A.02601
Office: 508-862-4644 Fax:. 508-790-6364
Installer& Desicner Certification Form
Date: 4J Sewage,Permit# !20[ -MI), Assessor's VlaplParcel t
T� t
Designer: is n� �►eer;n l t)o'r-�ts (✓t C_ Installer:
�
F � [
.Address: 12 W, C� /�ss+,e'��l Address: '�� � 6
O L �, � S
6 2G YW yyyiq
OZ& 3Z
On .� ��j � 1 A.. L/Z•Vvas issued a permit to iii.stalI a
(date)" (installer)
septic system at 4S l3yo-c Lu�- Cu-k-u',�— based on a design drawn by.
(address) } ,
LobrLu. /W C -da Ft I 1 I 0 t 17
(designer)
f certify that the septic system referenced above was'instal led. substantially according to
the design, which inay include minor approved changes such as lateral relocation,of the
distribution box an"d/or iseptic tank. Strip out (if required) was inspected and the soils
were found satisfactory.;
I certify. that the se-ptic;system referenced above was installed with major changes (isc.
greater than. 10' lateral relocation of the SAS or any vertical relocation of any component.
of the septic system) butt in'accordance with State & Lodal Regulations. Plan revision or
certified as-built by designer-to follow. Strip out (if required) was inspected and the soils
were found satisfactory.{
F certify that`-the systenireferenced above was constructs nce with.the terms
of the IAA approval letters(if applicable) IN OF
PETEIRT a
'McENTEE
CIVIL
InSta en s S ignature) � 351Q9
�F�lSTEtZ
{Designer's Signature) i (Affix O'esigner tamp Here)
_ t
PLEASE RETURN' TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT. BE ISSUED UNTIL BOTH THIS FORM AND AS
BUILT CARD ARE RECEIV.,ED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
.THANK YOU. l
QASeptic\D&signcr Certification Form Rev 8-14-11doc
e , g
Page 2 of 2
https://rolb.santanderbank.com/IRSVCDS ENS/s.ssobto?dse—contextRoot--true& 4/3/2018
Town of Barnstable P#
Y Department of Regulatory Services —
UI): Public Health Division Date��� c Z( 17n
�A .639- 41 200 Main Sneet,Hyannis MA 02601 N
�fD IM't�• E`r.�
I"?
Dale Scheduled d� c a6 '
Time — Fee Pd,�
r
Soil Suitability Assessitnent,f or L�3qWage Disposal 3
Performed By:�_��.� essed B
y.
Lt OCATION & GENERAL INFORMATION
Location Address en O ' `
- l9 lt eo•e Lei ne Owner's Name
Address �'`q ��YLc-to&-P— Lok
39 � �Q . #�z635
Assessor's Map/Parcel:
/ Engineer's Name K
NEW CONSTRUCTION REPAIR` Telephone# SQ -C�•7-7 S3.13
Land Use IS i *�A/ . -- -
S'dopes Surface Stones A�y �
Distances from: Open Water Body 7 �i�fJ ft possible WehArea nl
lf�-.•ft Drinking Water Well���-ft
Wa
Drainage N
g Y P,A- ft -Property Line ��-ft Other _ft
SKETCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes)
I
a
Pe vw lCi,(o-e �-t
Parent material(geologic) Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: AJ. Weeping from Pil:Pace ,_ p
Estimated Seasonal High Groundwa"er t Z —
DETERNIINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing;in obs.hole: �, Y in, Depth to soi'1 mettles. e in.
Depth to weeping from side of obs.hole:Y in. Groundwater Adjustment , . e ft.
Index Well# Reading Date: _ Index Well level_� Adl,factor Adj.Groundwater U-vel
PERCOLATION TEST ',Unte�. ,� Tine—
Observation "
Hole# Thre ul h"
Depth of Perc — Time at 6"
Start Pre-soak Time @ ""
r rp
Timu(� �6 )
End Pre-soak
Rate Min./Inch. �2_ �Zjc tt -40y7-Z v ,C4r-e COAf tl+4`1
W.� �•e� �f'Q
` Site Suitability Assessment: Site Passed— Site Failed:— Additional Testing Needed(YIN)
--
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:\SEPTICVERC FORM,DOC
DEEP.OBSERVATION HOLE LOG bole#�
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Consistency.%Gravel)
0 ,9
DEEP OB'.3ERVATION HOLE LOG Flole# Z
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%(3ravel)
(O'6 Z_ l�0crw.y �ljyw� 1.0 12 -
7i 3-tN►d/ to
DEEP OWSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
_Y DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consi,ten�y %Gravel.)
Flood Insurance Rate Map:,
Above 500 year flood boundary No Yes-O u
Witlun 500 year boundary No!� Yes ;
Within 100 year flood boundary No-,6,- 'Yes,
Depth of Naturally Occurring Pervious Mat:eriatl
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 f I (date) I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was pe:-formed by me consistent with
the required tP4141ig,expertise and experience described in 310 CMR 15.01'1.
Signature. — ----
Q:\S.EI'TIC\I'ERCFORM.DOC
LOCATION SEWAGE PERMIT NO.
VILLAGE
'T
Ih INSTALLER'S NAME i ADDRESS
1^ C ra "h y 1—
d U L ER OR OWNER ,
1 D �` .
4 *r -eo QrIjis
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED
a 7 ,
i
f
��
J
'. F
THE COMMONWEALTH OF MASSACHUSETTS J
BOAR® HE T
...---- -- ---------OF........
F........-. ....... .........................
ApplirFation for Elispos al Warks Tonstrurtinaa VarAft
Application is hereby made for a Permit to Construct (V) or Repair ( ) an Individual Se age Disposal
System at:
�, d
......... _.._ ' .n� 1i'ap a ...LAXE
... 5._! -------------------------�-------_-.--r--t-�-t--a-
ss
d r res / RQt eeNsfsN RLr-
wn ssOe
Installer
Type of Buildiuz/ Size Lot-_10,-S ......Sq. feet
,..., Dwelling No. of Bedrooms--- ..............................Expansion Attic { � Garbage Grinder
'� Other—T e of Building ........... ... No. ofVersons..........__. Showers — Cafeteria
dOther fixtures ........k-t-4--t ....--3--t-' --------------------------------------------------------------...................................
W Design Flow.........I.J.0....6.P,1_') .___gallons per person per day. Total daily flow............ ..3. ...gallons.
WSeptic Tank�-Liquid capacity. 000gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing t nk ( ) � " """ 441
'-' Percolation Test Results Performed by---- ��1 '$ ._....oz .......... ..71
... Date....
Test Pit No. 1.....v�-----_-_minutes per inch Depth of Test Pit.... j,,. Depth to ground wat ------------------•-___.
(T4 Test Pit No. 2....... -------minutes per inch Depth of Test Pit....L YY-..... Depth to ground water........................
a ••----• , ----•---•----•-•----••---•.
0 Description of Soil............. ......._...5 �- B X1 -----• -------------
---------------x
W ----•----------- ---------------------------•---•-------------------------•-----------•••••-----••----••-•...--------------------•-----•---------••••--•••-•---••--•••••-•-••••......•.........._...•.
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 THME4; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be issued by the% rd of health.
Sig d //,Dpa-117✓� ••.//. 77 `
'Pate
Application Approved BY � a ate
Date
Application Disapproved for the following reasons: --------------
•-•-•-•---•-•••••••••-------•••••••.................••-----•••-•-•--........--••-•----.......••----••--...-•••-•--•••-••...-------••-------•--------••-•••-•---•-•-••----•-------....••••-------...••----
Date
PermitNo..............................................*........... Issued_-- -a ........................=
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD7 HE LT
OF.....
------.._ ....................
Appliratilan for 14spusal Works Tomitrurtiun Vamit
Application is hereby made for a Permit to Construct (V) or Repair ( ) an Individual Se age Disposal
System at
( Location.-Addressl"_, r or� t No. ....-
r�,^rn lam, {.....::L L� ........I ��:�ret.��h�r'��;,� .------/ -�-�_�: .��� d�... �110 &C o :�.—�
Owner A,dress
s f
a �r..e;t 1. ?:Y2 + ...::..`# l• � ?e :1 t_ .�' a..................... ------..........
•..� ..................... ._ ._-
' t * Installer Address
dType of Buildipg/ n Size Lot.. 0.,.: h 0......Sq. feet
Dwelling No. of Bedirooms _.. ...............................Expansion Attic Garbage Grinder
IVQ
p, Other `=Type of Buildiii p ( )`� ___ ........... No of persons. ... .. ........... showers — Cafeteria
QI Other fixtures .. ..`... r_. %••• - ------------------------------•-- .... .........••••••••---................-----
Design Flow..... . _ ... n..... .........gallons per person per day. Total daily flow........................
_.... _......:.•...................gallons.
W I"fir 'Ls'
W .
Septic Tank¢- iquid capacity o gallons Length................. Width................ Diam ..3&th._._...........
x Disposal Trench—No.................:.a{. Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( ) = Dosing tank ( )
Percolation,Test Results Performed by .� ................... ... ........................... Date.. ..__ 1
_ iJnt. h.da l r a
1If a
Test Pit,No. 1 ..... minutes per inch Depth off Test Pi't Depth to grouitter Cl I 1
(i Test`Pit No. 2.)-------.---mmutes,per inch Depth of Test Pi� ��_t�.......--.. Depth to ground water .............{� .
I
O Description of Soil........ J)' r a..-.a- ------_- . � ..••') r�l ��/'l� •__�t�r,v��„
--------------------------------------- ---
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 TITI-E 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.
i n 1a r�
g j ---------...._.... r
.......
ate
Application Approved By..... dr '( ............. y ----------
Date
Application Disapproved for the following reasons:......................................................................................... ...................
...........•.................•-••--------•-----------------..............----------------...•......-------••...•----••-•---•••-•--•-•---•-•-•-••---•------••••-••--•••••-•-........----•-•••--...-•--•-
Date
Permit No....--•--•-•••------ ' --- Issued--------••----•-•• .
---------------------•--•-------- •••••------•--•-•------------------
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.............. .. OF...... .. «..... ......et..............
wrtifiratr of Tomplianrr
THI ;IS T CE IFY, T tw;the Individual Sewage Disposal System constructed ( or Repaired ( )
by.... ------------ ---------- --------- ...--•--••--•---•-......
� * Inst I
at. --- 44-
��
........................
has been inst ed in accordance with the provisions of TY,yj > of The State Sanitary d .:as described in the
application>for Disposal Works Construction Permit No...__......._'Y4 1--------------- dated_ :�a--/f.7
THE ISSUANCE OF °THIS CERTIFICATE SHALL NOT RE CONSTRUED AS G ANTEE THAT THE
SYSTEM-WILL FUNCTION SATISFACTORY.
DATE..............................•-----•-........_...... ...... ...... Inspector":......................................... .................................
THE COMMONWEALTH OF MASSACHUSETTS
BQARD OF HEALT ,
!�! . ..OF.........
► � �� .i................. .
No.........�.......••... FE ............
�tl nr �.>an�#rnriiorn rrntii
Permission is hereb granted......
.....................................
to Const t ( or air (j�) an Ind' idual Sewage ispos yst io
e:h Street 1 _
as shown on t e application for Disposal Works Construction Per No. 23 .. �
Dated. r ..... '
Board of Health
DATE...: .............................
4• FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
C-OT- C-515
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LEGEND
P
N
x 100.98 EXISTING SPOT GRADE ®
—— 98 —— EXISTING CONTOUR GO k e �n tiA
U OVERHEAD WIRES "co
W EXISTING WATER SERVICE ?2a�A Z ooze
TEST PIT o�SSPP ev°�G o� cy�o
2-1
BENCHMARK
o��oe
�pj Mill Rd
na
so
SG�P
=� LOCUS MAP
NOT TO SCALE
N 27*11'40" W FENCE
121 128.00' x95.10
I x 96,27
� x 94,38 I
10
x 96,49 i
SHED Q Q j+ EXISTING LEACH TR
95.07 .I TO BE PUMPED, FILLED WITH
N
x N(; 0 SAND: & ABANDONED
TP-1
O
o �
TP-2 r.. x 95,55
31' J
EXISTING SEPTIC TANK
(TO REMAIN)
U / TOP OF TANK, EL.=95.75E
Z i' INV.(OUT)=94.40+
/ 96.55
95,99 --96— `f\ 97.27
x
96.96
BENCHMARK
N PATIO Outside Cor/Step
rn EL.=97.16
x '97.39
0 _
00
96.58 x 96,93
ni x 96.7 M / \
C 97.16 �—" Z
96,7 98. 4
rn
/ 98,33 N \00
ExrsnNG a,+
x 97.23 H0USE(#49) GARAGE
T.O.F.=100.77+ m
<6 /
/ x
/
/ J + '
/ 99.95 WALK �100,11
LOT 55
x 20,848±SF
98,27 100.41
PARCEL ID: 39-38 X ::•. :_:. �::=::::: �99,71
x
99,46 0
x • • � ;
9.72
LAMP
J 14' 48.98'
L_79. + 0,00
LAMP S 2P'11'40' E:
EMETER R--827.37 �I i
99.65 edge 99.70 of pavement 99.80 99.75 99.62
99.30
ZH Of
PENEL 0 PE' LANE
�c_cyG
o� PETER r. s�� PROPOSED SEPTIC SYSTEM UPGRADE PLAN
McENTEE N
CIVIL
NO.35.109. 49 PENELOPE LANE, COTUIT, MA
�F STERE�,� Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
PROCOPIO, DIANA & Engineering Works, Inc. 1"=20' P.T.M. 279-17
THEOHARIDIS, JSH & KATIE
1 49 PENELOPE LANE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0.
COTUIT, MA 02635 (508) 477-5313 11/8/17 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SHALL NOT BE AT, OR BELOW, EL.=93.5
FOR A DISTANCE OF 15' FROM THE EDGE
SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND
T.O.F. SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
EXISTING F.G. EL.=100.6t F.G. EL: 95.6t F.G. EL.=95.5t
MAINTAIN 2% SLOPE OVER S.A.S.
L = 34' L = 5'
S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2"
4"SCH40 PVC 4"SCH40 PVC
6' DOUBLE WASHED STONE
1o"f ' - as Qka as (OR APPROVED FILTER FABRIC)
14" 8 aaaa9a6
aaaaaaa -3/4" TO 1-1/2- DOUBLE
EXISTING 48'LEVEL
- WASHED STONE
LEVEL ADD } 4' 5.2' 4'
GAS BAFFLE) INV.7177. PROPOSED INV.=93.10
INV.=94.4t D-BOX EFFECTIVE WIDTH = 12.8'
EXISTING INV.=93.00
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
NOTES: H-10 RATED
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=93.8t
INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=93.50
2 D 'BOX SHALL BE SET LEVEL AND TRUE TO ` INV. ELEV.=93.00 aaaaB
aaaaaaaaaaa
GRADE ON A MECHANICALLY COMPACTED SIX mm aaaaaaaaaaa
INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=91.00
310 CMR 15.221(2). 4' 2 x 8.5' = 17.0' 4'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4 O PER IOUSLMA LY 0 RCA RRING EFFECTIVE LENGTH = 25.0'
IL
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W.
.AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL NO G.W., EL=83.9 LEACHING SYSTEM SECTION
-
SEPTIC SYSTEM PROFILE
N.T.S.
GENERAL NOTES: eacK of HousE
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. O
CIS (0
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 75.6��.
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES. - --
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. a
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF �-
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. _
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 9' 2�7•
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE O
DIRECTED BY THE`APPROVING AUTHORITIES. p
10..IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY . N I I
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING + SHED
CONSTRUCTION. (n
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS '
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND LAYOUTS S.A.S.
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). S.
12. AREAS REQUIRING ScTTRIPOUT OF UNSUITABLE MATERIALS SHALL BE 28.5
INSP
CTED
13. THISEPLANBS TQ "B�[�U ED FOR SEPTICTSYSTEM(PURPOSES ONLY AND
SOIL LOG
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
DATE: NOVEMBER 3, 2017 (REF#15,517)
SOIL EVALUATOR: PETER McENTEE PE
WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT
ELEv. TP-1 DEPTH ELEV. TP-2 DEPTH
DESIGN CRITERIA 94.9 A FILL - 8„ 94.9 A FILL 6"
LOAMY SAND LOAMY SAND
10YR 4/2 10YR 4/2
NUMBER OF BEDROOMS: 3 BEDROOMS 94.4 B 14" 94.4 B 12"
SOIL TEXTURAL CLASS: CLASS I LOAMY SAND LOAMY SAND
DESIGN PERCOLATION RATE: <2 MIN/IN 93.1 G 10YR 5/8 30" 93.1 C 10YR 5/8 28"
PERC
DAILY FLOW: 330 G.P.D. 30"/48"
DESIGN FLOW: 330 G.P.D.
• M-C SAND M-C SAND
GARBAGE GRINDER: NO 2.5Y 6/6 2.5Y 6/6
LEACHING AREA REQUIRED: (330) 445.9 S.F. 84.1 138" 83.9 138"
•74 PERC RATE 2 MIN/IN. (IN SAND - JULY 24, 1979)
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SOILS ENCOUNTERED ARE CONSISTANT WITH RECORD PERC RATE
PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED NO GROUNDWATER ENCOUNTERED
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 49 PENELOPE LANE, COTUIT, MA
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:.............................................. ............... 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 279-17
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 11/8/17 P.T.M. 1 Of 2