HomeMy WebLinkAbout0033 HAMSTEAD LANE - Health 33 HAMSTEAD LANE
k BARNSTABLE
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` TOWN OF BARNSTABLE 0
L&ATIO �tS. e �%+� SEWAGE #
VILLAGE� ASSESSOR'S MAP & LO
INSTALLER'S NAME&PHONE NO. il i�S' +— Grp) < -
SEPTIC TANK CAPACITY � 0 a C.,
3- , e
LEACHING FACILITY: (type) 1 - ,;ow (size) \
NO. OF BEDROOMS
BUILDER OR OWNS i, � � r✓�'t r`4 � I1
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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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No. 2 y 2-1
� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ;
ftplitation for his oral 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 6 Axh " -Owner's Name,Address,and Tel No.
� �or's Mapfi�fel
Installer's Name,Address,and Tel.No. 2 � 3.� Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder
Other Type of Building IS-1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures -
Design Flow(min.required) 0 gpd Design flow provided AM gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank `c �� Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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 ?thisBoar of alth. 6 _i Date oZ
Application Approved by Date 2
Application Disapproved by Date
for the following reasons
Permit No. ZAZ1 7—V Date Issued Z3
r
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
� C
I M A
DATA
i _ r of
Gd 7— 1Fee :06
THE COMMONWEALTH OF MASSACHUSETTS. 9 Entered in computer: Yeti
PUBLIC HEALTH DIVISION TOWN-OF-BARN TAB MASSACHUSETTS �,
ltlflCatlon for I8 Osal 6pstem Coustructiou VPrttllt
Application for a'Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
r Location Address orLot No. Owner's Name,Address,and Tel.No. A'1r,
w Assessor's M p l l�t,4 .Sd zA
Installer's Name,Address,and Tel.No. Designer's�ame,Address,and Tel.No. '
,. - �•-�'fia� �� Aster._. .+R! S .� ww
Type of Building:
Dwelling No.of Bedrooms d ,,®�" Lot Size sq.ft. Garbage Grinder
Other Type of Building ��. No.of Persons Showers( ).Cafeteria
>: -Other Fixtures ..
ti
Design.Flow(min.required) r / gpdx Design flow provided gpd -
- Plan Date Number of sheets Revision Date
Title
Size of Septic Tank X Type of S.A.S.
Description of Soil
,,��)) .��;;
«� Nature of Repairs or Alterations(Answer when applicable)_Z�/ 1411 &1 .._,�0. A!Vov
Date last inspected
Agreement: ;
The undersigned agrees to ensure'the construction and maintenance of the afore: on-site sewage disposal system in
?� �'. g P Y
accordance with the provisions of Title 5 of the Environmental Code anti not:.to_place the system in operation until a Certificate of r
Compliance has been issued by this:Board of Ialth., r? '
Signed + __ Date
SVI
77
Application Approved by * Date
Applic n6g isapproved bye" - Date
for the'following reasons
Permit No. Q%( Date Issued I1.2P
r r
w V THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
F (Certificate of Compliance
f THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned rby
� � ����� has been constructed
Y f ,at* j k4 V a9 ri �! d in accordance
''* with the provision's of Title 5 and the for Disposal SysteM pristruction Permit No7( �-~ ` dated
Installeri `,,5, �5 , : ,Designer t
#bedrooms _ yApproved design flow gpd
-The issuance of this permit shall-not be construed Asa gu 'anteA m w hat the systeill-function as designed-,
Date ` ` _ " s ' 't Inspector '
________________ ___ __ __._-_—._______ -.« .
v Y y j
"a .t_ ; Feet ,r
THE COMMONWEALTH OK1VIASSACHUSETT5+�� °
fi PUBLIC HEALTH DIVISION-'BAR 'Ss
ABLE,MASSACHUSETTS '
r , p(frl4�'t1t Disposal 6pstem Construction Vermit f 7
� f" r. p r�h�.t.4°+• o�rrss ,v,
ermission is herebyranted to Construct Re air U radekI `'A.bandon
g ( ) P V) Pg. )o,. ( )
System located at *3_ �.�/mj f� rt�f .+�. r,�► ✓` ,° zr� �� *r' . �,�i7k`*te,
and as described in they 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 condrtions,
g $oyypr it.
•Provided:Construction must be completed within three years of the date of this permit
Date (./� i�! ' GJI" l Approved by.
{ f.�
° '~ � CERTIFICATE OF ANALYSIS
Page: 1
Barnstable County Health Laboratory
Report Prepared For: Report Dated: 6/20/2007
John Noonan Order No.: G0741061
33 Hamstead Lane
Yarmouthport, MA 02675
Laboratory ID #: 0741061-01 Description: Water-Drinking Water
Sample Sampling Location: 33THamst ead'L .Csu*n"mag—m--d `
M Collected: 6/I8/2007
Collected by: J.Noonan
Received: 6/18/2007
Routine
ITEM RESULT UNITS RL MCL Method# Tested
Nitrate as Nitrogen ],] mg/L 0.10 10 EPA 300.0 6/18/2007
Copper ND mg/L 0.10 1.3 SM 311 IB 6/19/2007
Iron ND mg/L 0.10 0.3 SM 311113 6/19/2007
Sodium 22 mg/L 1.0 20 SM 311 113 6/19/2007
Total Coliform Present P/A 0 0 SM9223 6/18/2007
Conductance 280 umohs/cm 2.0 EPA 120.1 6/18/2007
H pH-units 0 SM 4500 H-B P 6 7 6/18/2007
Tlte.recommended,nraxirnuni contamination level for drinking-water exceeded due to Coliforin Bncterla and Sodium. Those on a
�lui+ �diuin diet nniy wish to consult a plrysicrrm�Retesting is,reeomnie�tdedl M
Approved By: `
( irector)
7
3
0
2-
f N a
G3 r-
M
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
r
°t N^R1 CERTIFICATE OF ANALYSIS
Y`.
Page: 1
Barnstable County Health Laboratory
s.. ... cc.; Report Prepared For: Report Dated: 6/20/2007
John Noonan Order No.: G0741134
33 Hamstead Lane
Yarmouthport, MA 02675
Laboratory ID#: 0741134-01 Description: Water-Drinking Water
Sample P: Sampling Location:'33`Hamstead`E'ane-Cummaquid;MM Collected: 6/19/2007
Collected by: C.G. �� Received: 6/19/2007
Test Parameters
ITEM RESULT UNITS RL MCL Method# Tested
Total Coliform Absent P/A 0 0 SM 9223 6/19/2007
Water sari p!e irreets t/te reean,rmetrded liitiiis for drinking wider.of all tlte'above"tested-parameters.
Approved By:
(La irector)
7
I�
p
3
f�t �
F3
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
I
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
i
No. 7Z FEE
COMMONWEALTH Or MASSAC14USETTS
V
Board of Health, Aea.15'(190t� MA.APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) - Xcomplete System ❑Individual Components
Location Lo;r = °`PAmS—�q1� L,/. ( v.nMA Owner's Name MR, E
Map/Parcel# MR? LOTIt- Address
2-48 CAMP 53C CvAtr '33 Wa YA12,14COMA
Lot# j#'.4 Telephone# 5o8 -$(Q Z-3 eco
MA 6Zlo'*3
Installer's Name —Pic- Designer's Name eon►M�►' - JuCS C
Address ��, � ``� Address � 1k+A r Ci-we¢s
Telephone# _ Q �� Telephone#
Type of Building t "0. 7 Lot Size +3,�-f_sq.ft.
Dwelling-No.of Bedrooms 1 �^ Garbage grinder (N }
Other-Type of Building No.of persons 1—Showers (&-I,Cafeteria
Other Fixtures a ro2Y,l: TC StwAc-
Design Flow (min.required) 33 V 4AT gpd Calculated design flow -44(�-? Design flow provided 3V gpd
Plan: Date 3114 I06 Number of sheets 1 Revision Date
1
Title " �ett�n�eSt =C' SVs4wt,
Description of Soil(s) -lv,. a*%qd4s !S 6%1 QOA 0, q 8 2, p
Soil Evaluator Form No. Name of Soil Evaluator 5A*A �`�� Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree not to=thtem in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
No. $ FEE
C'®MMONW ALT14 AASSACNUSETTS 1 /
V \
Board of Health,7B J.-rp eur MA,
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) - Complete System ❑Individual Components
Location LOT � s-r6,q� Z V CuMM A v Owner's Name l�R, E
Map/Parcel# MAQ (,p7'$ `�' Address Z[�� ('wN+P 9 [UNIT $3 t A¢Mtrtrk
Lot#, C Telephone# �ce -8t9Z-.30� MA a21o�3
j. w
.t:
Installer's Name 'S (� ���S-+ S o -S L Designer's Name
S C`�
NA ONMEATA- V VCS, M4C_
Address � � 5,"n` A,/(0 L Address 1HATC11IEQ5 /. I q, ,,-k, E1
Telephone# qS_ O $ Telephone# 50$-54$"0_+9I0 OZS 3(0
Type of Building Lot Size +31 SRC- sq.ft.
,�. Dwelling-No.of Bedrooms � r�H" Garbage grinder (V/A
Other-Type of Building NONE No.of persons Showers (WI,Cafeteria
lAva-razY 11
Other Fixtures � ,I�iTCI-4Ert Sk N
Design Flow (min.required) 3?O gpd Calculated design flow -44e-33O Design flow provided '' " 3'1 gpd
Plan: Date 100 Number of sheets Revision Date
Title ��ODh�t2t� ir SVSAe+m FOyND�T1Dh1 ��C)4Tlo/� �
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator ,�r�1WX� N�E Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS G tTC3&Q(� ��T30i QC� `DLO
J
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree o not to pl the systemin operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Ie -"— Date
rncpprtio,ns �, V �• r
_ c .
No. Zoe - Z 7 z FEE (0i
C®MMONWEALT14 OF MASSAC14USETTS
� x
Board of Health, '" 7/V✓/oLe. MA.
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) Complete System
The undersigned here/by/c&tify that the
)SeVa e Disposal System; Constructed ( Repaired ( ),Upgraded ( ),Abandoned ( )
by: 1". 1/.a 1 b �H 1 . 1�7 p t /) 1 n . r
ILL—
has been installed in accordance with the pr vis'ons of 310 CMR 15.00 (Title 5) and the a proved design plans/as-built plans relating to
application No. ?W/'`�- 27 dated S` �/ pproved Design FFll`ow �(gpd)
Installer L Ili 11 /1
Designer: Inspector: • V I6171 Ida e:` /In?t I t?
The issuance of this permit shall not be construed as a guarantee that the systemwill function as designed. f
V
No. 'Z 7 Z FEE 160,
COMMONWEALTH OF MASSACHUSETTS
Board of Health, Ea, «) r!2 MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Consttruct(L'<Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at G�� 3 /ffit�� �� Z A_ t-7 96 <C_ as described in the application for
Disposal System Construction Permit No. dated S �/
Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date .Bojral;f dealth
Public Health Division
Town of Barnstable c�
PO Box 534
' Hyannis, Massachusetts 02601
Fax(508)775-3344 .
Phone(508)790-6265
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Design Calculations LOCUS MAP a ROUTE 6T
amsa j
ten
TYPICAL 1500 GALLON SEPTIC TANK Number of Bedrooms: 3 Equivalent to 330 Gal./Day _�
cl
NOT TO SCALE Garbage Grinder. No
Leaching Capacity Required: 330 Gol./Day H oral R N
d 3 0
0
41
Septic Tank - 2 x 330 Gal./Day = 660 USE 1,500 GAL. Septic Tank. /�G e
3-24• aw ACCESS MANHOLES SOIL ABSORPTION AREA: Using percolation rate ofs* min./inch �, f
id e' Bottom Area: 0.74 gal/sq. ft. x 300 sq. ft. = 222 gallons y 3
Sidewall Area: 0.74 gal./sq, ft. x 160 sq. ft. = 118 gallons 0
Providing: = 340 gallons
ROUTE 6A
4 n Use: (3) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH,OUT ET TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES AND `s
INLET pa THE ACCESS COVERS FOR THE SEPTIC TANK, 2.5' OF WASHED STONE ON THE ENDS. �' GENERAL NOTES
J ;• DISTRIBUTION BOX AND LEACHING COMPONENT �+ d" 1. Contractor is responsible for Di sofe notification
SHALL BE RAISED TO WITHIN 6' OF p g
FINISHED GRADE. and protection of all underground utilities and pipes.
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS 641 ON ALL OUTLET 6 62.50 2. The septic tank and distri u,�ion box shall be set
ET TEE ENDS � level on 6 of 3l'4 -1 1/2 stone.
PLAN VIEW 6�, X 3. Backfill should be clean sand or gravel with no
` stones over 3" in size.
�rO \NN� \��� LOT #4 4. This system is subject to inspection during installation
,�. 68,7�',\ by Carmen E. Shay - Environmental Services, Inc.
X �� `� `� 43,847 �� SF 5. The contractor shall install this system in accordance
3 24• REMOVABLE CODERS `� with Title V of the Massachusetts state code, the approved plan
�N� �`� ��OO and Local Regulations.
- 4• r': �`N `� �' 6. If, during installation the contractor encounters any
min. clearance +r Par � `\ `� 62.5 soil conditions or site conditions that are different
I►e E7 mh 2"min. inlet to outlet e.,,,E, �O==a OUTLET ` N___
_ -2,50 X from those shown on the soil log or in our design
'"'� +d Lr�1.� s ��� \� X ��`�� installation must halt & immediate notification be
I 72_ `
s -7• � s' -7• made to Carmen E. Shay - Environmental Services, Inc.
eia dmin. 7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
�N, `
_ _ __ � - --62 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes.
CROSS SECTION END-SECTION 78.77 __,``_ ` , �\` ` ` 62.�----------------------•------ ---
_ ` ` 10. All solid piping, tees & fittings shall be 4" diameter
R S X �� �\ with water tight joints.',8__ --_----- \ \\ \\ ___ _ Schedule 40 NSF PVC pipes- ti h
- 66 11. Municipal Water is Available.
------_ -____-.-'----
_;-�- � �� `� �-_________-___-_---_________-_ 12. All Abutters within 100 feet of the property are conected
------ �`� \� \` `� �� �\ N.
---------------------------- -68 to a municipal water supply.
80-- --- ��\ -_'------------------- ___-----------__
85.50`� \ \� �� �� \ \\ -------------------- _ _ _------ O
X NLQIE:
___ -7'� THE PROPERTY LINES ARE APPROXIMATE AND
----------- -
82--- - �,� t �\ `� - -- P1. COMPILED FROM THE SUBDIVISION PLAN GENERATED BY
PERCOLATION TEST ___________________ ____ LOW & WELLER INC.
84 __ -�� \ 8' \ 74.5 -------------__. - -___-_ - -
�6 ENTITLED PLAN OF LAND IN BARNSTABLE (CUMMAQUID), MA"
�`-- __ - 78 DATED AUGUST, 1981 AS PLAN BOOK 361 PAGE 73
Date of Percolation Test: September, 15, 1982 � \ \ ---- -` -- - --- AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
Test Performed By. Baxter & Nye Engineering 84.77 _ I'\ -- -- - - 80 OODEN TIE RETAINING
Results Witnessed By. Ron Gifford (Barnstable B.O.H.) X ---- `-__` ` N_ __-_______--- IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
_ � ___ WALL - 6 FEET TALL THE SEPTIC SYSTEM INSTALLATION.
Percolation Rate: 4 min./inch r ------- N 52' 81 .5 - --82 TO HOLD BACK BANK
REF. NUMBER: P-1384 - _ - 1
86-- -------- -'` - _------ p �` ' - 4 NOTE:
4X0� I �`� �N-____ _ --'` ___ IF UNSUITABLE SOIL IS ENCOUNTERED IN THE AREA OF THE
Test Hole Test Hole O �.! `.\ _---' - --- 86 FOUNDATION FOOTINGS, FOUNDATION DRAINS MAY BE REQUIRED.
No. 1 No. 2 O� _ PROPOSED ~ _ _ _ -
DEPTH SOILS ELEV. DEPTH SOILS ELEV. 88 ' - -� -- 88
__ _ �' �" SINGLE STORY � -_ - � _- .60�
��- X __88
o e7.70 0 94.00 I
X ATTACHED -------------------
SLndy Sandy ���� ��' GARAGE / ` `- ___-----,--------_-__-- �� BUILDING SETBACKS:
0'- 13' A 98.61 M. A/B 91.00 ' ---_-__
Loamy Flocked Dense _-_ SEER BLY 94.Y6 �l �4X ----- --___ ,�°�. FRONT: 30 FEET
Fine Sand silty Sand _ --`- PROPOSED 8 REAR: 15 FEET
90-' ' � � BEDROOM
13'-36' ee 94.70 '-96" C, 86•00l 2 STORY DWELLING - _ SIDES: 15 FEET
Fine FITIe ,/ t �� ------ `-'90
Silty Sand Silty Sand 1 .50 / q BSAfNT rL OIL 87.50 92.83
_
Boulders X TNsa FLR OILY - 96.00 . ASSESSORS MAP - 77, PARCEL - 4
"-132 88.70 98'-132 � 83.00� � � _ Q� _�-"--__
/ ---
------ ---- �'�fJO O� -------- ------- _ `-`92 ZONING - RF-1
9 92 _
X 4 �4�1'p� 94"26 FLOOD ZONE C
' �1500 GAU ON-, f X _ 19.I
-. TEJ 110 Q2 JLlXTiv TA,"!:: �-� �._
87.75 S ELO/.= 94. 0 /r /' �O O - - --
X 2Q► 69' -BOX - _
34 4Qy �' / r' ,/ 9 ' F^�` - 9.
98.02
8 .�
X TEST HOLE 1 --g6
Perc #1 ® 60 inches 2 I i ++;
_ ELEV.= 97.70 LEGEND
Perc Rate= 4 min./inch 91 95 z��3' , �� 4,�0 �� •�`_, �I :/
Groundwater Not Observed X I _ ` Sd >
ADJUSTED H2O Elev. = No Adjustment Required 9 ' �� 1 B� 9 800 DENOTES PROPOSED
4 ' 14' N , If Boulders Encountered: �q SPOT GRADE
Strip out 5'All Around +
To Elevation 88.00 b DENOTES EXISTING
94.33 ��� X 104.46 SPOT GRADE
-Z� PL PROPERTY LINE
ALL OUTLET PIPES FRM THE .1C�O X
SEDIST LEVEL
F BOX SHALLAS BE 11' -- CONCRETE COVER O
SET LEVfl FOR AT LEAST 2 FT. � � PROJECT BENCH �
KNOCKOUTS ET 2" �I� ?' O ELEV.CB 100 (assumed) R �86,pB, t-10 97 14 7 PROPOSED CONTOUR
A
a.3' OUTS +� I ,2" INLET
-4 �J '�5.2,p• _ X 97- - - - - -97 EXISTING CONTOUR
6' 97.00
X ®
1.76 DEEP TEST HOLE &
2 PERCOLATION TEST LOCATION
1S 3' 4' - SCH. 40 Te
"
PLAN-SECTION CROSS SECTION
6 PRIVATE DRINKING WATER WELL
HOLE H- 10 DISTRIBUTION BOX
NOT TO SCALE
i
�hse
10' min. from
Proposed House to septic tank *NOTE. ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C.
Pr poor dev. 9e.00 Septic tank covers must be
First Top of Foundation Elev. 95.00 within 8 In. of finished grade
Finish Crods - 94.00 �Flnhh Grads Over Tank - 94.00 �Finish Grade D--Boz 94.00 °de ova SAS - 94.00
/N
S 0.02 ec 1 6 HOLE
CONCRETE FIAT S-0.010 DIST• BOX 3' Mmdrr,u Cgwr rTop of SAS-Elev=99.75
FTINDATi N g 11'
`R' 1500 GAL. S- 0 toot
FR�o+�Troy Ia SEPTIC TANK 5' 2' Effective Depth
t H-10 9 20' o 0
�.re.
Baeament Floor Elev. - 86.50
SYSTEM PROFILE .91 6 Kof 3/4'-1 1/2' °' °' A ci
Not to Seals 00"Weted atone - 11 i 0' m
Effective ,dldtF, IFPLOT PLAN
i
i r o
- o
SECTION A -A 6 compacted
stone�2• s OF PROPOSED SEPTIC SYSTEM
Bottom °' Test Hole , Eiev.= 9,.00 8c FOUNDATION LOCATION
PROFILE VIEW OF LEACHING SYSTEM - - �,
°FM4S``'',r PREPARED FOR
to 1 //2 Was n Welshed Crushed Starts N 1/B' - II Washed Peastmw � GILEERT 9CS \`r
�� T. MR . CHRIS LENGYEL
JOLY
No.126M 10 AT
LOT 4 HAM STEAD LANE
CUMMAQUID, MA
0 0 0 0 0 0 0
0 0 00 0 0 En
y 0 [� PREPARED BY:
a it 0 o� � tiG
3 Units @ 8,4' = 25' ,atiP GILBERT`'s �
26' T. C�1 RH�'N E. SHAY
2.6' 2.5' FOUNDATION '1' --SEPTIC TANK -�i' D-BOX r ,20' - LEACHING FACILITY 0 JbLY �+
0, 0 20 40 50 u , No� 320 ENVIRONMENTAL SERVICES, INC.
Effective Length ~` GiS E'T 34 THATCHERS LANE
SOIL ABSDRPTI❑N SYSTEM (SAS)
TONAL EAST FALMOUTH, MA 02536
500 - C LEACHING UNITS / WIGGINS PRECAST SCHEDULE OF COMPONENT DISTANCES SCALE: 1 "-20' TEL/FAX : 508-548-0796
SCALE: 1 "=20' DRAWN BY: CES DATE: MARCH 14, 2000
Not to Scale PROJECT#SD187 FILENAME: SD187PP.DWG SHEET 1 OF 1