HomeMy WebLinkAbout0111 HIGHLAND AVENUE - Health '!I Highland Avenue
Cotuit F/n'.'
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No. d'G —� � FEE Y
COMMONWEALTH.OF MASSAC14USETTS �: zl
Board of Health, c�S ��� MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepairXj Upgrade( ) Abandon( ) - Complete System ❑Individual Components
Location r �^ , �` �, -To I Owner's Name }�
Map/Parcel# Address' � w c
Lot# t Telephone#
Installer's Name C_ Designer's Name
i
Address St Address AMb
Telephone# _\5?A_0 Telephone# sqd -0-49�, a
Type of Building 4t(lA�Q\ Lot Size 6'Z Q sq.ft.
Dwelling-No.of Bedrooms —TyNVe_ _ C��7 Garbage rinder (thx
Other-Type of Building No.of persons 0? Showers ( Cafeteria
0therTixtures ` 2
Design Flow(min.required) gpd Calculated design flow �d Design flow provided gpd
Plan: Date � � Number of sheets Revision Date
q _ i
Title CN c��t)�nS aae � i sn \ z-(C ?M
Description of Soil(s) ^� r
Soil Evaluator Form No. �� o►._ Name of Soil Evaluator Date of Evaluation v c�
DESCRIPTION OF REPAIRS OR ALTERATIONS Q t
DESIGNING ENGINEER MUST SUPERVISE
INSTALLATION AND CERTIFY IN WRITING
THE SYSTES ���,6��I �F
The undersigned agrees to install the above described Individual Sewage Disposal System in acreova�gg wa,
further afire to t to place a to era6on until a Certificate of Com fiance has been issued by e o Health.
igne Date S r
o CT�
Inspections
`. �`-""ltJ._I`/. .-.�a.. . , s1..r- .'sn-ti..��'-•�¢4 i .'�'^'rrtf +�r�,.✓Y;- .;}.." ^.^",,,^fr,:r°:;._�k'---41 ++.---.-.'_-- -rr' " ` .• ,•y'._
50 ,
NO. s FEE
COMM 011INVEA1111 OF MASSACIMSETTS
r Bo.Yrdoff ealth; LJMns �`-P, MA.
APPLICATI FOP, ISP®SAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( Repair ,, Upgrade( ) Abandon( Complete System ❑Individual Components a Y
Location \� i �� ��Q(1� �UP• C) TT13I 'r 1.'Owner;s#1Vame
Map/Parcel# F 11 fl Pia �ec-cA� �� Address 1 �*� �O 1 1
' L`ot# Telephone#
Installer's Names ' Designer's Name �.�
`". '. Address Address
' Telephone# 6-Lq Telephone# Sla 9(- o ;Zz3b
Type of Building ^-- SI �Q\ Lot Size-cP,5 I sq.ft.
Dwelling-No.,,of Bedrooms Garbage grinder
Other-Type of Building`' \�OC1SZ No.of perso1ns C�? Showers (Cafeteria
Other Fixtures LcoNg,
Design Flow.(min.requiredd)`� K) . gpd Calculated design flow Design flow provided 3 Jy'qe gpd
Plan: Date" � '-T �. - Number ofiisheettss 1 Revision Date
Title _._ - 11 C� �Jb�ut�C^�C c cp, �CLJQ ''1)1 seo!�P.
Description of Soils) 1_
Soil Evaluator Form No. �� Name of Soil Evaluator M4d1 '( Date of Evaluation a 1 3
DESCRIPTION OF REPAIRS OR ALTERATIONS { a�\C ChQCk '7,�
The unde\signed agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a e t not t lace e s t m o eration until a Certificate of Com tliance has been issued b the Board of Health.
P(f Ys P f o P y
Signe Date I
/G lvc>j
Inspections
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No.
? C®�'l[I�l['l ONWF-AILT14 OF MA AC14U ETT FEE
Board of Health�_..li�+ r✓I a tv MA.
CERTI ATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) Complete System
The undersign)�d hereb/y�cer that the Sewa e Disposa ystem;,,C nstructed ( ),Repaired Upgraded ( ),Abandoned ( )
by: I I`. t t I a t ,�L
at _L- W ,
has been installed in a22ccorda ce with the pro isio s of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No.200J' 2Z3 , dated S 1� �� Approved Design Flo (gpd)
Installer
Designer: Inspector: �� Date: 2e
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. �� FEE
COMM®NW tits OF M S �C14USETTS
Board of Health, 1 �All¢l.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission ebygranted to, C nstruct( ) Repair( • ; Upgr de( ) Abandon( ) an individual sewage disposal system
at h as described in the application for
Disposal System Construction Permit No. dated
Provided: Construction shall be completed wi hiLth
years of the date`bthis permit. All local conditions must be met.
r Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date C° Board of Health
I' -
TOWN OF BARNSTABLE
LOCATION G H LAO A V E, SEWAGE# (.t>
VILLAGE ASSESSOR'S MAP LOT ��
C
INSTALLER'S NAME&PHONE NO. �1�9"I fT_a
SEPTIC TANK CAPACITY —on
LEACHING FACILITY: (tyke) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMUDATE: ® 00 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 by
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TOWN OF BARNSTABLE
LOCAT?.ON ��/ ��� � SEWAGE #
VILLAGE ,OcT U / ASS R'S MAP & LOT Off'0(.3
INSTALLER'S NAME&PHONE NO, 1
SEPTIC TANK CAPACITY Ib 1`�oG
LEACHING FACILITY: (type) �t NZ✓�L-T��Q`4 S _ (size)
NO.OF BEDROOMS
BUILDER OR OWNER (!f ut� 44c
PERMIT DATE: 0 COMPLIANCE DATE: J?:�03
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
VV `s
c AODii lob �
i O I
Flo-
TOWN OF BARNSTABLE
LOCATION ZJ1 SEWAGE# �'` �
�T—
VILLAGE YU 1 / ASS R'S MAP& LOT-
-INSTALLER'S d L3
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER '
PERMITDATE: l(Q 03 COMPLIANCE DATE: .'
03
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist .
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
r
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s
p 5eN - 20-01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 N . UL
' S25%01
:NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
PERCOL,-,�.TIO:N 'PEST AND SOIL EVALUATION EXEMPTION
FORM
t� hereby certify that the engineered plan signed by me
u�;ec 1 LA OS concerning the property located at
BSI ,1C3S1 T�Ni meets all of the
• This failed system is connected to a residential dwelling only. There are no
:ornmer.:is! cr business uses associated with the dwelling.
• 7''e soil is ciass;ced as CLASS I and the percolation rate is less than or equai to
-Ti. ner inch. I'he applicant may use histoncal data to conclude th!s f3c: �r :may
:zinduct tests at the site without a health agent present
T her: :s no increase to flow and/or change in use proposed
• i here are ;to variances requested or needed.
• The bottom of the proposed leaching `acidity will not be located less than fourteen
ite; aoove the maximum adjusted groundwater table elevation. (Athus( 'he
nundwwcr table using the Frimptor method when applicable)
Pease complete the following:
of Ground S'Jr12Ci E'eyation (using GIS information)
(JAiv E!cvat:or, �— 'adjustment for nJgh (l.W. V•�.. - y•
FI-T�Fttit.F. BETWEEN � and B SD
BETWEEN
S:G',tED _ DATE:
NOTICE
n 3asec � r?n tie anve ir.formauon, a reoair petriil wil! be issued for �i dr^erns
,,cc;ti:)nat bedrooms are who6zed to t�e future without engineerec
plans.
� .17:1in t4cl Pc1ccxm9
1
6
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Permit Number: Date:
Completed by:
HIGH GROUND-WATER LEVEL COMPUTATION
Site Location: �aoCA Ve cbTU I i, Nffl Lot No. � F}
Owner: so [ L!Z Address:
Contractor: 6V-Y V 9,nv tcw�'. Address: 1�' bx
Notes:
STEP 1 Measure depth to water table
to nearest 1/10 ft. .............................................................................. .Date S
mon /day year
STEP 2 Using Water-Level Range Zone
and Index Well Map locate
site and determine: MIU3
OA Appropriate index well....................................................
OB Water-level range zone .....................................................
STEP 3 Using monthly report "Current
Water Resources Conditions"
determine current depth to
water level for index well ........................... '—�`-�Q�"
mont /year
STEP 4 Using Table of Water-level Adjustments '
for index well (STEP 2A), current depth
to water Level for index well (STEP 3),
and water-level zone (STEP 2B) O S
determine water-level adjustment ..........................................................................................
STEP 5 Estimate depth to high water
by subtracting the water-
level adjustment (STEP 4)
from measured depth to,water 5,
level at site (STEP 1)
Ir
Figure 13.—Reproducible computation form.
f�
'Ifi�r
Cape Cod Commission: USGS Well Data -April 2003 Page 1 of 2
United States Geological Survey
Observation Wells
As a service to Cape officials, engineers and other interested parties, the Cape Cod Commission
publishes monthly groundwater data gathered by its Water Resources Office.
The water level measurements shown below are taken monthly from United States Geological Survey
(USGS) observation wells and compiled during the last week of each month. They are published as soon
as possible thereafter.
Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water
Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to
predict high groundwater levels.
For your convenience, we've also provided links to USGS national and state data. See the last column in
the table and the footnotes below.
For further information, please contact Hydrologist Gabrielle Belfit at the Commission offices (508-362-
3828).
April 2003
tjSGS Site
Water Record Record Departure from Number'* •
Location EWell Level* High* Low Average** (links to USGS
*
Monthly Overall national water-level
database)
Barnstable 230 22.3 20.5 26.6 0.4 1.4 41395_6070164301
Barnstable �'1 W 23.2 20.5 28.6 F0.6 1.3 _
414154 247 _____ 070165001
Brewster BMW 21 10.7 6.9 13.6 -0.8 -0.5 414518070020�01
Chatham CGW 138 21.4 20.9 26.6 1.7 2.6 414100070011101
Mashpee MIW 29 6.2 5.6 10.0 1.4 2.3 413525070291904
Sandwich ZI52 46.3 45.9 48.2 0.6 1.0 414418070241601.
Sandwich 2DW 51.0 45.8 55.1 -1.4 414124070265901
Truro TSW 89 10.7 10.2 13.0 0.9 1.3 420206070045901
Wellfleet WNW 17 8.5 7.3 12.8 1.1 1.9 415353069585401
http://www.capecodcommission.org/wells.htm
5/9/2003
�:i
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No. G 000 — 60Z +". Fee —�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
Zipplication for dig ogar 6 stem Cougtructiott Permit
Application for a Permit to Construct(` )Repair x Upgrade( )Abandon( ) O Complete System El Individual Components
Location Address or Lot No. Owner's am OddressadTel';40.
Assessor's Map/Parcel O _ s/C+
Inspikris N4mel Address d Tel or Designer's Name,Address and Tel.No. /
t QNS'E"r �oou, ov C
Type of Building:
Dwelling No.of Bedrooms of Size sq.ft. Garbage Grinder( �
Other Type of Building i No. of Persons Showers( ) Cafeteria( )
Other Fixtures `
Design Flows d gallons per day. Calculated daily flow 6�3 3® gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank D /V , d Type of S.A.S. f/S
T~ Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Q qcAgfi
e cep /,or-v 0
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 pRn
is' o it e �We
ronmeZ"O�
e and not to place the system in operation until a Cert'fi-
cate of Compliance has issued b C
Sig Date D �f
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
TOWN OF BARNST A 13 LE
LOCATION G SEWAGE #
VILLAGE ASSESSOR'S
I INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY � .
LEACHING FACILITY: (tyke) (size)
NO. OF BEDROOMS V
BUILDER OR OWNER
PERMITDATE: ® n C COMPLIANCE DATE: 0
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
i
s.
No. ��'`� "..,.�` Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEi SSACHUSETTI
2pprication for Migpozar *pztem Long ruction Writ
Application for a Permit to Construct(r )Repair )Upgrade( )Abandon( ) 0 Co lete System ❑Indi tdual Components
Location Address or Lot No. A/ Owner's Name,Address and Tel. o.
1,4
Assessor's Map/Parcel
-07
Install N e,Address, d Tel. o., Designer's Name,Addres and Te.N ,� � ' t
,,��** ,�`' C
f_6A.)STft tp�lJ
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(IJ6
i Other Type of BuildingAl No. of Persons Showers( ) Cafeteria( )
` Other Fiktures
Design Flow gallons per day. Calculated daily flow 3Q gallons.
Plan Date Number of sheets Revision Date
}
* Title
r Size of Septic Tank !SDD / Ad Type of S.A.S. 1 ✓ S
Description of Soil
I
Nature of Repairs or Alterations(Answer when applicable) G .
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 provi i'ans tt e f e 'ronmentalC/de and not to place the system in operation until a Cert' t-
cate of Compliance has b en sue b t ' e C
Sig d Date14.011W
Application Approved by Date 11
Application Disapproved for the following reasons
Permit No. Date Issued
tt i
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO C FY at the O -site Newage Di osal System Constructed( )Repaired ( Upgraded( )
Abandoned( )by _ r
at has been constructed in accordance
with the prr ns Tilfe 5 Wd the for Disposal System Construction Permit No. dated i
Installer Designer A 11A.n
The issuance oft rrm sh 11 not coo}nss r ed as a guarantee that the w* I fun do 4 lSiglj�
Date 0�/ Inspector ® ,✓r/ 'W �� / C j' %
No. G �""�O�Z--- -------------------
� -----Fee �064`1� _
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION . BARNSTABLE, MASSACHUSETTS
Migogar *pgtem Construction Verna
Permission is hereby granted to Construct )Re r Y)Upgrade(, )Aband n )
System located at r �t
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:Constru tion m st be completed within three years of the date oft ' nit.
Date: Approved by
i� 10/9/97
NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
CERTIFICATION OF SKETCH AND APPLICATION FOR A
DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT
ENGINEERED PLANS)
/ 4f4dg� hereby certify that the ap lication for disposal works
1/4:04
construction permit signed by me dated D eO , concerning the
c 60�ieetsproperty located at all of the
following criteria:
t�• There are no wetlands located within 100 feet of the proposed leaching facility
(/ • There are no private wells within 150 feet of the proposed septic system
• There is no increase in flow and/or change in use proposed
�• There are no variances requested or needed.
If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the
proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted
groundwater table elevation.
Please complete the following:
A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) V4
B)Observed Groundwater Table Elevation(according to Health Division well map)
IVSIG D: DATE: ltd4
Y
I
LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE ER
[Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
q:health folder:cert
'y
i
V
t
t
16
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08/16/2013 19:21 FAX 002/002
CARmEN E. SHAY (508)-548-0796
ENVIRONMENTAL SERVICES, INC. P.O. Box 627,East Falmouth, MA 02536
May 20, 2003
RE: Certification of Title V Septic System Installation:
Residential Property— 111 Highland Avenue, Cotuit, MA
Dear Sir or Madam:
On May 19, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at
I I I Highland Avenue, Cotuit, MA, based on a design drawn by Shay Environmental Services, dated,
May 16, 2003.
XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan
I Certify That the Referenced Above Septic System Was Installed With Changes but in
Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow.
The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is
Required.
If you have any questions, please do not hesitate to call the undersigned at(508)-548-0796.
Sincerely,
CARMEN E.SHAY
E?\vIRONMENTAI.,SERVICES,INC.
ZN OF htaSs�`v
< CABMEN
HAY
Carmen E. Shay, R.S., C. 0, 1181
o
President ��G I S
S�NITAK`�
� _ e
w
� MA
;,TYPICAL1 GALLON SEPTIC TAN
LOCUS P
500 G LLO SE C K
. *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. _ >`
10 min. from SECTION 'A A ��_house
i nk NOT TO SCALE �e
to septic to
Existing Foundation PROF.iLE .VIEW OF ADDITION TO LEACHING SYSTEM
9 p
- Septic tank covers must be
d
3' of 1/$" .. 1/2" Washed Peastone 3-24'dAtt. ACCESS uANHOLES
T.oF.'elev. 100.00 within 6 in.'of finished grade �y
3/4 to 1 1/2 Washed Crushed Stone SjF,R S�ree'L
Grade over Septic Tank - 92.00 Grade over D-Box - 91.00 I to' -6' e
We ova SAS - vories From 91.DO to 90.00
Tm
SIT
S 0.02 ;•) I t o
3 HOLE H-10
3
DIST. BOX �l
30•.: NEW _ 5=0.01 or Greater $' IAoximumCowr Top of SAS -Elev. -68.75 OVT1 JET
_ eel -
EXIST. PIPE p N 1,500 GAL. 25, S. 0.010" per foot or reoter 5 Units 2 625' 31.25' THE ACCESS COVERS FOR THE SEPTIC TANK,
FROM FOUNDATION SEPTIC TANK O EHective Depth 2- STONE UNDER CHAMBERS � � C L�
2.5' 2.5' •,; �. DISTRIBUTION SOX AND LEACHING COMPONENT � 1' = 2000' +/-
t, -7,
SHALL BE RAISED TO WITHIN 6" OF
If oQ H710 co 20' 30' ....:.. ...., . ,. ...;,,T PUNISHED GRADE.
CONCRETE FULL FOUNDATIO II 00 ^ 00 1' N 36'
W > It 06 o0 g ^ Effective Length STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-T1TE GAS BAFFLES OR EOUALS NOTES
,OT c
?� 0 00 Il CO nay ON ALL OUTLET TEE ENDSGENERALI V I E J
PLAN VIEW
SYSTEM PROFILE 6 in.of 3/4"-1 1/2' a, II I 1. Contractor is responsible for Digsofe notification
> compacted stone > °' SDIL ABSDRPTIDN SYSTEM (SAS)
a > �, a, 4 4 ; and protection of all underground utilities and pipes.
Not to Scale - C a, 2•5 v CULTEC MODEL 125 (H-SO LOADING)/ SHDREY PRECASTE 2. The septic tank and distribyjion box sholl be set
5 > t 0' level on 6 of 3/4"-1 1/2 stone.
c -` Erfective vidtn m (OR EOUIVALENT)Not to Scale 3-24'REMOVAeu 00VERS 3. Backfill should be clean sand or grovel with no
NOTE: OVERALL HEIGHT OF INFILTRATOR IS 16' /EFFECTIVE HEIGHT IS 11' f I stones Over 3" in size.
t3clls +_91_I�st!±�S_�_EL 'kSLD9_-__
6 in.of 3/a"-1 t/2" 4. This system Is subject to inspection during installation
compacted stone � �3 a �' 4' ' by Cormen E. Shay - Environmental Services, Inc.
INLET 8ti m�a�2.mh.NI!(eo ouu.t 6.,�, 'r "`�' 5. The contractor shall install this system in accordance
- - - with Title V of the Massachusetts state code, the approved Ian
IY'min_ 4Qu�d level �I OUTLET p
FOUNDATION 0' SEPTIC TANK -.---z5'---. D-BOX � z0'--► LEACHING FACILITY a ._ and Local Regulations. P P
NOTE; ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Q 6. If, during installation the contractor encounters any
d «•�+M Liiquiid depth soil conditions or site conditions that ore different
from those shown On the soil log or in our design
} installation must halt & immediate notification be
mode to Carmen E. Shay - Environmental Services. Inc.
7. No vehicle or heavy machinery-sholl drive over the
CROSS SECTION END-SECTION septic system unless noted as H-20 septic components.
8. Install Tut-Tite gas baffles or equals on all outlet tee ends.
9, All Distribution Lines sholl be 4" diameter Sch. 40 NSF PVC pipes.
10. All solid piping, tees & fittings shall be 4" diameter
F E R C 0 LAT I 0 N TEST Schedule 40 NSF PVC pipes with water tight joints.
11. SITE and Surrounding Properties W/in 200 Feet ore Connected
Date of Percolation Test: MAY 12, 2003 to Municipal Water.
Test Performed By. CARMEN E. SHAY, R.S., C.S.E.
NOTE: EXISTING 1500 GAL TANK MAY BE EXCAVATED AND Results Witnessed By.-N/A '
MOVED TO NEW LOCATION PROVIDED TANK REMAINS Excavator: SHAY ENVIRONMENTAL Services
STRUCTURALLY SOUND AND IS WATER TESTED. Percolation Rote: 2 min./inch NOTE:
THE PROPERTY `LINES ARE APPROXIMATE AND
Test Hole COMPILED FROM THE SURVEY PLAN GENERATED BY
No. 1 YANKEE SURVEY CONSULTANTS OF MARSTONS MILLS, MA
ENTITLED ' CERTIFIED PLOT PLAN OF LOT #1 11 HIGHLAND AVENUE,
j DEPTH SOILS ELEV. MA",o 91.00 ANDU S NOT INDTENDEDPTO BE A O03.
SURVEY PLOT PLAN
Loamy sand IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
10 YR 3/2 THE SEPTIC SYSTEM INSTALLATION.
N/F CAPE & VINEYARD ELECTRIC a"- 6" A 90.50
Loamy Sand THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS
� � � ,o YR s/s
OF THE PROPERTY
' I OJ 6'-24' B 89-00
1 O Med-Coarse NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
I , lV co Sand FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED
2.5 Y 6/6
1 t I 0) OF AS PER BOARD OF HEALTH SPECIFICATIONS.
t t \ I 1 ► Cp 24"-132 80 QO
1
EXISTING LEACH TRENCH TO BE PUMPED DRY &
\ r
FILLED IN PLACE.
1► I ' \\ ' t 1 26> S 84c�
t
I 3 1, 8
1 , I 1
O ASSESSORS MAP - 020 PARCEL - 013
'
1 1 1
46 2 I I: ZONING - _RESIDENTIAL
nJ
FLOOD ZONE C
Perc #1
Cb 1 Perc Rate= 2 min./inch
\ - tL \�\\ FUTURE Groundwater- Not Observed -
\ , \ , � / -ADJUSTED H2O Elev. = No Adjustment Required THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS
LOT 1 A i �, 1t / DECK `i``�
1 25,450 Square Feet +/- , \ / .� .\ GR \ / OF THE PROPERTY
' FUTURE pR�� L
GARAGE SNgy
,. , \ \ , , • , - ALL OUTLET PIPES FROM THE LEGEND
(MTRIBUTION Box SHALL BE
SET LEVEL FOR AT LEAST 2 FT. t2• CONCRETE COVER
FUTURE /
ADDITION ��� ,�.. . , ' 3- S'OUTLET „�- >a.j.,,
__--. ,.
2 DENOTES PROPOSED
KNOCKOUTS
84 \\ `. 1500 GALLON30' ' 8X0
\
/ \ \\ SEPTIC TANK �./�b ,2- INLET Q
it `� - ---- ----T SPOT GRADE
/yU , / :. - . ° 2 DENOTES EXISTING
`/ 1 `\\ TEST HOLE #1 D-Box - `., 10, EXISTING , 4 X 1 P GRADE
. r.. 04 46
1ss• SPOT RA
I \ ELEV.= 91.00 `� 3 BEDROOM \ a" - scr,. aQ Te ,as
8ts `- HOUSE PLAN SECTION CROSS-SECTION PROPERTY LINE
•s ---- ---- / PL
- -
�: ss' _.__:;r- meter 3 HOLE DISTRIBUTION BOX - H-10 LOADING 7 PROPOSED CONTOUR
NOT TO SCALE
7 ;, 3"; • r \ , \ "ems 97- - - - - -97 EXISTING CONTOUR
z4.s"- 'cue DEEP TEST HOLE &
LOT # 4A 24�•84, ,/ ,� r + ; �\ / Design Calculations PERCOLATION TEST LOCATION
Number of Bedrooms: 3 Equivalent to 330 Gol./Doy ,(330 Gal./Day Min. per Title V) FENCE
/ i , t 1 t O / Garbage Grinder: No
LOT 3A �� b' `� Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V)
S 79Q+ 18,
�/ � �� Septic Tank - 3 x 330 Gal./Dayr- PRIVATE DRINKING WATER WELL
660 USE 1,500 GAL. Septic Tank.
8 \ - SOIL ABSORPTION AREA: Using percolation rate of <2 min. inch
O , 9 P
� I -
O Bottom Area: 0.74 gol/sq. ft. x 360 sq. ft. 266.4 gallons REVISIONS
Sidewoll Area: 0.74 gol./sq. ft. x 92 sq, ft. m 68.08 gallons
Providing = 334.48 gallons
/ , o NO. DATE: DEFINITION
p�O Use: (5) CULTEC MODEL 135 HIGH CAPACITY UNITS, HAVING A 11" EFFECTIVE DEPTH.
LOT # 2A cQ / 1 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 2.5' OF WASHED STONE
/ I / ON THE ENDS AND 2 INCHES OF STONE UNDER.
Cb
PROJECT BENCH MARK
TOP OF FOUNDATION
ELEV. = 100.00 (Assumed)
PREPARED FOR :
PROPOSED
A
SUBSURF CE SEWAGE DISPOSAL SYSTEM
I OF
0 20 40 50 MR. JOSEPH LEVEIELE # 1 1 1 HIGHLAND AVENUE
COTUIT, MA
36 ADAMS DRIVE
PREPARED BY:
Ssgc
OGDENSBURG , NJ 07439 . yGKP SHAY
�, E.
0 IS ENVIRONMENTAL SERVICES, INC.
0. 81
34 THATCHERS LANE
G13TE
S�NITAR\P� EAST FALMOUTH, MA 02536
TEL/FAX 508-548-0796
SCALE: 1 "=20' DRAWN BY CES DATE: MAY 13, 2003
PROJECT#SD-422 FILENAME: SD422PP.DWG SHEET 1 OF 1