HomeMy WebLinkAbout0158 CROCKERS NECK ROAD - Health 158'Crockers Neck Road',
ear 4
CiOtUlt
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w a. TOWN OF BARNSTABLE LOCATION 159 SEWAGE # 2-a, '23 Ir/
VILLAGE r-O t V� ( ASSESSOR'S MAP & LOT S
INSTALLER'S NAME&PHONE NO���Y�� � ��
SEPTIC TANK CAPACITY L SOD C G- ` '0
r
LEACHING FACILITY: (type) c ®`"s,®i� r`7 (size) ��
NO.OF BEDROOMS
BUILDER OR OWNE 0 ti1 Iv
PERMTTDATE: 2 0 COMPLIANCE DATE: 2 63
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
f
Cao
LOCATION SEWAGE PERMIT NO.
f Ste- C CZoc Y\C Q N fG1C ��0 g'(,::,- 3 Z)
V 1 L L A C E ASSESSORS N{AP NO:
C ��' u"��' PARCEL NO.:
INS A iIER'S NAME ADDRESS
B U I L D E R OR OWNER
�--� 1
I
DA T E P ERMIT ISSU E D
DATE COMPLIANCE ISSUED .yq
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No. 90 37 FEE
COMMONWEALTH OF MASSACHUSETTS
of � �
Board o Health, MA._ ,
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepaixUpgrade( ) Abandon( ) -XComplete System ❑Individual Components
Location ( Owner's Name rIT) CVDASIA
Map/Parcel# M AP UT AddressCecckr-es1
Lot# 1 Telephone#
Installer's Name 'C J,C Designer's Name 1
Address ^ Address C2
Telephone# - Telephone#
Type of Building \,1C\ Lot Size 0-2al (p I I sq.ft.
Dwelling-No.of Bedrooms -Tt *0� 1 Garbage grinder (/IIA.
Other-Type of Building /y�Q�Q No.of persons_c Showers (/Cafeteria
L (t�
Other Fixtures cl&r ,-�ac�e
Design Flow (min.required) 330 gpd Calculated design flow 33o Design flow provided 33y.� gpd
Plan: Date Number of sheets I Revision Date
Title C`e P6 !?-A 59"C SUZkM O P_RC-G&
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation S
DESCRIPTION OF REPAIRS OR ALTERATIONS cc)
I. .-SIGNING ENGINEER IIAJST
SYSTEM WAS INSTALLED IN
The undersigned agrees to install the above described Individual Sewage Disposal System in acco`r"dance°withFtheg pooh isions of TITLE 5 and
further agrees to'not to a to in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
Bo
Inspections
-.,a >>,.�- ..i'.-. ..y-.-�;��, ..�. .i+x� �...•':� ,.,,"►�:.7-. ..,-.T.t. .K r+t,rt•w:�frr�r'^'^ , F{�', `'w `!ti v-r"7 f,4,__ . '� • "�--... •-"-_r"r-a ^�
No 9Od '��3 -" FEE
s
, I: Board of Health
4PP-1.1CATION-fOR DISBOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to�Construct(') RepaixUpgrade( Abandon( -XComplete System ❑Individual Components
l Location �. � � c � .�� k ��. CCs�\� Owner's Name Rnn CkONIt,�
Map/Parcel# M A� , I`O-r-�: S r Address S Ck'dC S �Fc1c `_d�o1T
r
r� Lot# � (�, �� Ly ^Telephtone#,
�} 1
Installer's Name � � S .��� '7� O)C p Designer's Name` hG �nV 12`� �n
Address Address ��� ��1 ►�!�
Telephone# Loy ) - �\ Telephone#
Type of Building--� S\6c'\Qn�-�G� Lot Size C>?01 I I sq.ft.
Dwelling-No.of Bedrooms �l �4 �X 15� 5 \ Y1�' Q S,\Cif l Garbage grinder
Other-Type of Building r - None No.of persons o? Showers (l.KCafeteria ( y/
Other Fixtures -C; ��Z`C�\ , 1�C i`mot\ &(l k
Design Flow (min.required) �3 ,gpd Calculated design flow 33Q Design flow provided 3 ~� gpd
„.Plan: Date 's 919 Number of sheets Revision Date
€+"ZTitle1. r�, C'ODo-:_PA Sq� \C JCdS i��M 6e
Description of Soil(s)� P\CAk 4
Soil Evaluator Form No. Name of Soil Evaluator eat-HE� �ia A VDate of Evaluation �IA7 U -
DESCRIPTION OF REPAIRS OR ALTERATIONS
.ra
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further
raagrees
-to�not to place-the system in operation until a Certificate of Com fiance has been issued by the Board of Health.
Signed ` _�c�i+� Date 7 61-3
A-i 10.'6Aj—
Inspections
No. 0.3 �37 FEE S-7
COMMONWEALTH OF MASSAC14USETTS
Board of Health _ MA.
CERTIFICATE Of COMPLIANCE
Description of Work: ❑Individual Component(s) -ZkComplete System
The undersigned hereby certify(that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded (t«},Abandoned ( j
by:
at tire..)cV-r_dS ll! C - c iPrnf✓1 t
has been installed in accordance with the prov1isionp of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. O.3--73 , dated /a /d7 Appr;X1Z
Flow � (gpd)
r -
Installer 7 n
Designer: Inspector: I //Date: (io
Y \,
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. �4�J FEE
COMMONWEALTH OF MASSACHUSETTS
Board of Health,, Aif_ ,5 c1k( MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair('") Upgrade( ) Abandon( ) an individual sewage disposal system
at Kbrj< l as described in the application for
Disposal System Construction Permit No.Q06_3'23.7,dated ,� `1/61 .
Provided: Construction shall be completed within three years of the date MA-W,
rmit. Alllocal conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date .� yl�3 Board of Health
,
TOWN OF BARNSTABLE r/
LOCATION 4!�7�02'fe�f5 642-CIE7 SEWAGE # 2
VILLAGE ��V� ( ASSESSOR'S MAP & LOT S
INSTALLER'S NAME&PHONE NO�o�J�
SEPTIC TANK L-)D
I �
LEACHING FACILITY: (type) (size) 37f 'F 1r 1 r
NO.OF BEDROOMS
BUILDER OR OWNS 1
PERMTTDATE: 5 `L COMPLIANCE DATE: Z b3
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
Feet
within 300 feet of leaching facility)Furnished by
.fly
> S
Q Q r
it
f
Sep - 20-01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304
' 525;01
\ )TICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION
FORM
E hereby certify that the engineered pian signed by me
ua:ec concerning the property located at
I�IeGT�'�t• —meets all of the
(ct'o. ing ::.ntena:
• This,failed system is connected to a residential dwelling only. There are no
:ommer.:ial cr business uses associated with the dwelling,
• T'.e so11 is ciass:[ied as CLASS l and the percolation rase is less than or equa to
-ri.nj(( s per inch. The applicant may use historical data to conclude this fac: or may
:onduct are!trm:,,ar tests at the site without a health agent present
• There is no �ncre:ase to flow and/or change in use proposed
• There are no variances requested or needed.
• The bottorn of the proposed leachin.g facility will not be located less than fourteen
fee: aoove the maximum adjusted groundwater table elevation. (Aiiust the
�unc .valet table using the Fnmptor method when applicablel
Please complete the following?
,. 'fOp Jl GroUnc+ 5'Jrlace Elevation (using GIS information)
g; G.W E tcvat:or 15 -d;ustment for ini,h C .W. 6,.3 = �•—� i
)`FTT..RENCF. BETWEEN A and B
� 1 I
S.GVED — DATE: 1
.......... ---- ._ _.— NOTICE
3asec ����n ire at.o4e rformation, a reoair permit wil! be issued for �edr^errs
ddiwt nai bedrooms are authorized to the future without engtneerec
ept.c system plans.
'lc:llll'r,,du pcicc.imp
Permit'Number: Date:
Completed by:
HIGH GROUND-WATER LEVEL COMPUTATION
Site Location: Ckes- Lot No.
Owner: �rt� CCZ�iI;`� Address: vc3(__,LQ ('—
Contractor: A`P V� 1`'`�i \ Address:—b Z( gL �"�n �lot
Notes:
STEP 1 Measure depth to water table
tonearest 1/10 ft. .............................................................................. .Date
month/day/Y ar
STEP 2 Using Water-Level Range Zone
and Index Well Map locate
site and determine: Mir
OAppropriate index well..................................................... a
Water-level range zone ..................................................... A
STEP 3 Using monthly report "Current
Water Resources Conditions"
determine current depth to 'a
water level for index well ........................... month/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 213)
determine water-level adjustment
STEP 5 Estimate depth to high water
by subtracting the water•
level adjustment (STEP 4)
from measured depth to water
levelat site (STEP 1) ............................................................................................................. '
1;
Figure 13.--Reproducible computation form.
15
.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).
^ :: :;?:'!/lf' .>.Jai',£»».._.;:.mL di, .'.».�^.:.:m<;:'i.` .,.y. :0.`P.3`.1.4:3.•.v..'r'. ."2f�i3fF:Hf9?3iPd
April 2003
L SGS Site
Water Record Record
Departure from 'dumber****
Location Well No. Level* High* Low* Average** (links to t1SGS
Monthly Overall national water-level
database)
Barnstable 230 22.3 20.5 26.6 0.4 1.4 413956070164301
Barnstable 24W 23.2 20.5 28.6 0.6 1.3 414154070165001
Brewster BMW 21 10.7 6.9 13.6 -0.8 -0.5 414518070020301
Chatham CGW138 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 SDZ 46.3 45.9 48.2 0.6 1.0 414418070241601
Sandwich SDW 51.0 45.8 55.1 -1.4 -0.9 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 5/15/2003
08/29/2013 20:53 FAX [6001/001
CARMEN E. SHAY (508).548-0796
ENVIRONMENTAL SERVICES, INC. P.O. Box 627,East Falmouth, MA 02536
June 3, 2003
RE: Certification of Title V Septic System Installation:
Residential Property— 158 Crocker's Neck Road, Cotuit, MA
Dear Sir or Madam:
On May 30, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at
158 Crocker's Neck Road Road, Cotuit, MA, based on a design drawn by Shay Environmental Services,
dated, May 29, 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,
CARMENE. SHAY
ENVIRONMENTAL SERVICES, INC.
-j"OF Mq$.S.
CARMENE.
y�r
SHAY N
No. 1181
Len . Shay, R.S., C. 4FGr R�°
STD
President S'�NITAR%P�
No........ 6.:.3 5 goard of Health
Town of B+jtWt(pbkWONWEALTH OF MASSACHUSETTS
P.O. Box534RnA � IRF HEALTH
Hyannis, MasPa"cTiuse 4s 26
OF......................................................................................... M 14 �-
Appliration for Dhipaoal Works Tonstrurtion rrutit NZ6EL-, 5
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
cation Address or Lot No.
= .. .u::.. .......
�::�.Y.....................
Address
........._ 6� �= •ice-••-•-•- eGa }G v�.T.S.............. .................... s.5..._5.,m,....1GSr:�- .1....... .�.... .......
Installer Address
dType of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms..._:__�...................... .Expansion Attic ( ) Garbage Grinder ( )
yp g ......... No. of persons............................ Showers ( ) — Cafeteria ( )
Other—T e of Building ___________________
G4 Other fixtures ..................................
W Design Flow.......156..........................gallons per person per day. Total daily flow.......... ..................gallons.
WSeptic Tank—Liquid capacity.......,...gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width. ............... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.--•-___-I............ Diameter......_' . ._...... Depth below inlet................ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
R+ •-••------------------ ------•----.........----------------•-----------••---•----•-•------------....------...•--...........-••----••-••.._...............--•-
0 Description of Soil.........................................................------------------ -------------------•----•-----------------------------•-------••••............-----•--•_..
x
x -----•--------------.................................. -----------------------------------------•--------------------------------------------------...---..:------------------------------••--•----•••-
U Nature of P;epai f or Alterations—Answer when applicable----------A:Q-V.•----•---4,1e4----- ...........
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITI:S; 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 b and o iea h.
g .............
Signed
�} Dat
Application Approved BY ....-------•- `......................
Date
Application Disapproved for the following r ons:---•...........................•------------•--•-•-......-------•-----------••-•-----------••-•-•••--........--
--••-•---•-----------------------•----------------•--•-•------------------•-----••-•-------•------------•._....---------------------................----••------.._......----•--...-•Date-----.._......
PermitNo......................................................... Issued.......................................................
Date
No. Ficz .......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.................. ... ......---------.....OF.......................................
AppliratUln for Uhipasal Varks Tonutrurtion famit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: 'S-�g
............. .... ........................................)..►........ ......
< a_�io dd s or Lot
....................
............... .....................
.......... .......
Address
ja ..... .................... ....... .......
Installerw m\ — "- 'r*ftk. ....... Address
Type of Building Size Lot............................Sq. feet
U
—No. of Bedrooms........ .... Garbage Grinder
Dwelling ............... .................Expansion Attic
aOther—Type of Building ............................ No. of persons___..__..............__.____ Showers Cafeteria
Otherfixtures ........................................._...........................................................................................................
Design Flow_._....�56.........................gallons per person per day., Total daily flow..........43-Z-D...................gallons.
Ix Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter------------- Depth................
Disposal Trench— o. ................. Width ........... Total Length............. Total leaching area....................sq. ft.
Seepage Pit No.......I........... Diameter.._.........Di met ...a...... Depth below inlet._.....__........._. Total leaching area..................sq. f t.
Z Other Distribution box Dosing tank
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit___......_........__ Depth to ground water......._._..........._..
t--4
44 Test Pit No. 2................minutes per inch Depth of Test Pit.__....._........_.. Depth to ground water_--------__---------_---
0' ...................................................................................................................
.............................*--------------
0 Description of Soil.......................................................................................................................................................................
W
--------------------------------------------*------*-----------------*----------------""-----------------**------------------------------------*-------*-------------------
................ -------.............................................................................................................................................................................
U Nature of R pairs or Alterations—Answer when applicable...........14-0.0----------.14.9- nop.-Or Ae.16...?_rt..........
............................................................
.... ......
............ ...... .........
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code— The undersigned fuLawx agrees . of to place the system in
operation until a Certificate of Compliance hatesissu
ed by the�yard of Mheal
Signed.. ...... .. 7s ...........E
.. .. ............................................. .................
Date
ApplicationApproved. By................................. .... ---- ....................... ...............
Date
o
Application Disapproved for the following reins:.............................................................................................................
.....................�i..................................................................................................................................................................................Date
PermitNo........................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.......OF....... .................................
Tntifiratr of Tamphaurr
THIS CERTIFY, Th2td?.e-fsdivieual Sgwa e Disposal System constructed or Repaired
by----------------------- tr.,e............
..................................
Installer
v..,-e- 4-�<
at...........................................................................................................
has been instillo!d in accordance with the provisions of TITLE 5 of The State Sanitary Code a described in the
----------------------
application for Disposal Works Construction Permit No...... _6 dated............41-1.1.3_j_?4.............
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILIpe FUNCTION SATISFACTORY. -7r
DATE........U1411 --- Inspector................................................ - 'r........"A
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.......OF............... .. .
ENo..... �.Sn
Permission is hereby granted........... .............................. . ................................................
to Con struct ( ) or Repair ( 4-)"a-n Individual Sewage Disposal Sj tem
atNo..........................1. ...........C --------- ..K_
.. .........................................4'6174l'i..........
Street
as shown on the application for Disposal Works Construction Permit No._ Dated.............4 -6----------
........................................... ....... ..................................
Bo r -of yleakh
DATE.........................f. ..........................
4'FORM 1255 A. M. SULKI INC.
SECTION A -A 1• = 2000' +/
All OUTLET PIPES FROM THE
to- 'in. from a Pv. : VIEW OF ADDITION 0 :LEACHING SYSTEM. INSTR�UTION sox SHAu BE
NOTE. ALL PIPES ARE TO BE 4 SCHEDULE 0 c PROFILE T
house to septic tank _ SET LEVEL FOR AT LEAST 2 FT. 12 CONCRETE covER Q7q
Existing Foundot,on Septic tank covers must be
3 of 1/8 - :1/2 Wasfied Peaston ,y
within 6 in. of finished grade 3 4' to 1 1 2,•.Washed Crushed Stone .» ,' '✓. _ T :,�.w•,....c,,. 2- yP
9 Grade over Septic Tank - 99.00 Grade over 0-Box - 98.00 rode over SAS-Etev- 9&00
/ { , 3 5 OUTLE
r xNopcouTs
OUTLET ", 12' INLET 3
...
S 0.02 3 HOLE H-10 r fi^ St a
3' Max'imum Cover i:, school
�,:. 2
OiST. BOX Top of SAS El". 95.25 , `...... '< :. 2
NEW S-0.07 or"Greoter
75.5^
rx7ST.'PIPE N 12' pp ' 1,5DD GAL. S- 0.01" per loot 4' SCH. 40 Tt
O 20' ^Effective Depth
fRpH EXIST. Fa,NDATILIM w SEPTIC TANK h M 5 Units e b' = 30' PLAN SECTION CROSS-SECTION
p rn H-10 rn o "� 2
W CONCRETE FULL FOUNDA ' N 1 Cv 3 3O' 3. ��, QL 'SITE
SYSTEM PROFILE ei s in.ot 3/+'-1 1/2• n. w rn rn 36' 3 HOLE H--10 DISTRIBUTION BOX
compacted stone- y II 4 Effective Length NOT TO SCALE
Not to Scale - 4) 4' 4, y LOCUS M A P
' :2.5
> ,o• SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES
6 in.Ot 3/4"-1 1/2" C Effective Mdth p
compacted stone 0D CULTEC MODEL 125 (H-20 LOADING)/ SHOREY PRECASTS t. Contractor is responsible for Digsafe notification
@sham_9S_IsEtHels ]_Eta�rb59______-. (OR EQUIVALENT)Not to Scale and protection of all underground utilities and pipes.
NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 12" 2. The septic tank and distribution box shall be set
level on b of -3/4"-1 1/2" stone.
3. Bockfill should be clean sand or grovel with no
stones over 3" in size.
4. This system is subject to inspection during installation
rpm' t - --- by Carmen E. Shay Environmental Services, Inc.
--102 5. The contractor`shall install this system in accordance
PERCOLATION TEST ® ��\ --(� - with Title V of the Massachusetts state code, the approved plan
J and Local Regulations:
�� 1 6. if, during installation the contractor encounters any
Dote of Percolation Test: MAY 27, 2003 soil conditions or site conditions that ore different
Test Performed By. CARMEN E. SHAY, R•S., C.S.E. `� from those shown on the soil log or in our design
Results Witnessed By. WAIVER ( per Barnstable B.O.H.)
Excavator: ROBERTS SEPTIC SERVICE l \ installation must halt & immediate notification be
made to Carmen E. Shay - Environmental Services, Inc.
Percolation Rate: :Less Than 2 MPI � Py1 ,` \� Y
--� �� 7. No vehicle or heavy machinery shall drive over the
septic.system 'unless noted ,as H-20 septic components.
�00 - - ' �� �� `�' ����` 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends.
Test Hole ��`� �F� �� �� `` �\ 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
No. 1 0.� � QPJ� •, \�\ �� tt �� �` 10. All solid piping, tees & fittings shall be 4" diameter
DEPTH SOILS ELEV. 40 OF ,� �� `� �� Schedule 40 NSF,,PVC pipes:with water tight joints.
0 96-50 �'� �NQI F,�G� �. '� `--- ,'' �\ �r40 11. Municipal water is Connected to The Residence and Abutting
Loamy y cq•
Sand \ Foiled Oe �� GRAVEL .� Properties Within 150 Feet.
Cesspool �� DRIVEWAY
to
0--6" A, 96.00 rR 3/z ® - - THE PROPERTY LINES ARE APPROXIMATE AND
QO -- i �t rl, \� O COMPILED FROM THE SURVEY PLAN `GENERATED BY
Loamy -,_ �� t\ t `� Q• FRED A. JOYCE, C.E.; OF BELMONT, MA
Sand Y -- �+1 . ' �+
to YR 5/6 8 --- -~ 6� o \�t 500 GALLON �. `tom .'' ENTITLED RESUBDIVISION OF COTUIT HIGNGROUND,
COTUIT, MA", DATED MARCH 20, 1950,
6-- 28 B. 93.20 5 t , SEPTIC TANK AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
Medium
�: i " •�� 13 C> LOT # 161A IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
2.5 r y/. I Q
c 0 THE=SEPTIC SYSTEM INSTALLATION.
5.50
t <
�. y
28` t32 FUTURE EXISTING CESSPOOL TO BE PUMPED & FILLED IN PLACE.
! f0' ADDITION
-- - - - 0 t NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
s.
t EXISTING
a F EXISTING P TDISPOSED
5,75' r�,t:� �� 2 BEDROOM FROM THE S G CESSPOOL 0 BE
r- ,- , ,
,••; _ OF AS PER BOARD OF HEALTH SPECIFICATIONS.
HOUSE FUTURE
> D-Box
DECK
r #158
Per #, -If3.5'--1 LEGEND
p ,.f • .t
De th to Perc: 42" to 60"
Perc Rate= Less Tho 2 MPI e'4 _a
TEST
Groundwater Not Observed `HOLE #,36' �;
�t rr ,;r
No Observed ESHwT + t `120. rn, DENOTES PROPOSED
ELEV. 98.35
ADJUSTED H2O Elev. None .r. °y: 104X 1
SPOT GRADE
PROJECT BENCH MARK
f '
TOP OF FOUNDATION X 104.46 DENOTES EXISTING
o I
ELEV. . = 100-00 (Assumed) SPOT GRADE
LOT #160A
Pt PROPERTY LINE
LOT #161B �0�- PROPOSED CONTOUR
10 20,611 Square Feet +/- , - - -97 EXISTING CONTOUR
10 DEEP TEST HOLE &
TYPICAL 1500 GALLON SEPTIC TANK Co ,ass,; � PERCOLATION TEST LOCATION
NOT TO SCALE
6 FOOT STOCKADE FENCE
3-24'Ix AM. ACCESS MANHOLES 6'
to' -6, M
0
_417,
d P LOT P LAN
MET � , 0 : �y., OUTI ET,. OF PROPOSED SEPTIC - SYSTEM UPGRADE :
THE ACCESS COVERS FOR THE SEPTIC TANK, 27 g
>,J 11
DISTRIBUTION BOX AND LEACHING COMPONENT //fir PREPARED FOR
, ;q.} a.•_ .--s �.t ,r..�.r� ;-��` SHALL BE RAISED TO WITHIN 6" OF ��
•:. . FINISHED GRADE. LOT #177C n /� /� PATRICIA
� /� Q /� (�
STEEL REINFORCED PRECAST CONCRETE , INSTALL TUF-TITS GAS BAFFLES OR EQUALS �' I V1 SS' , A N N I AT I \ ICI '1 C i \0 N I N
PLAN VIEW ON ALL OUTLET TEE ENDS AT
# 158 CROCKERS NECK ROAD
/- 3-24'REMOvA8LE COVERS �O LOT #�78A COTUIT, MA
J Design Calculations
•.�. ..'• . .".. ••:r•.'••ti 4 '• .•T •i 77 ,OF
' •,.4k1.
3 min aeorance ~' tr wi• _ Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Goi./Doy Min, per Title V) v C PREPARED BY:
14
INLET 8-mM.;l_,Y_min. inlet to outlet 6• rf
--- �- OUTLET Garbage Grinder: No SHAY
Lei°1e"' Leaching Capacity Proposed: 330 Gol./Doy Minimum (Min. Per Title V) ; E.
Septic Tank - 3x 330 Gol./Day = 660 USE Exist. 1,000 GAL. Septic Tank, 0 20 40 50 H ENVIRONMENTAL SERVICES, INC.
e 4'-0'min. SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch
os oa.w.. Liw,d depth Bottom Area: 0.74 gol/sq. ft. x 360 sq. ft. 266.4 gallons "� a ��� � �� P.O. BOX 627
Sidewo►l Area: 0.74 ol. s ft. x 92 s . ft. = 68.08 gallons �s EAST FALMOUTN, MA 02536
s n h1T
�'a
9 / q- q
• ...: _. .,.•., Providing: 334 48 gallons
_8. ,F�.:. .� TEL/FAX 508-548-0796
SCALE: 1"=20'
Use: (5) CULTEC MODEL 135 UNITS, HAVING A 1' EFFECTIVE DEPTH, „
CROSS SECTION END-SECTION TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3' OF WASHED STONE SCALE: 1 =20' DRAWN BY: CES DATE: MAY 28, 2003
ON THE ENDS. No STONE UNDER. PROJECT SD425 FILENAME: SD425PP.DWG SHEET '1 OF 1