HomeMy WebLinkAbout0255 STONEY POINT ROAD - Health 255 Stoney Point Road
Barnstable
A= 337- 018
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{ TO OF BARNS ABLE
LOCATION SEWAGE# y2 Z
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. 13`� ( o—)
SEPTIC TANK CAPACITY Awl — t
LEACHING FACILITY: (type) (size) J
3 NO.OF BEDROOMS
OWNER n6f
PERMIT DATE: ` COMPLIANCE DATE: i
Separation Distance Between the: ¢
Maximum Adjusted Groundwater Table.to the Bottom of Leaching Facility O j \;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
BOARD OF HEALTH
ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION
Date 5117 12,jo 17 Time: In Out
Owner bA;67 l Y Tenant 6tmInnrz- ,--, �} L
Address �� 6--to—, A Address Z55 N �( Polaa
Compliance Remarks or
Regulation# Yes NO Recommendations
2. Kitchen Facilities
3. Bathroom Facilities
4. Water Supply Zo/
5. Hot Water Facilities
6. Heating Facilities
7. Lighting and Electrical Facilities
8. Ventilation
9. Installation and Maintenance of Facilities
10. Curtailment of Service
11. Space and Use
12. Exits
13. Installation and Maintenance of Structural
Elements
14. Insects and Rodents
15. Garbage and Rubbish Storage and Disposal
16. Sewage Disposal
17.Temporary Housing
18. Driveway Width V
19. Number of Tenants Observed NJ�
PART II
37. Placarding of Condemned Dwelling;
Removal of Occupants; Demolition
Number of Bedrooms 3 Number of Ve ' Ilowe
Number of Persons Allowed (max)
Person(s) Interviewed DW KX l� Inspec
If Public Building such as Store or Hotel/Motel specify here
`
I
.
TOWN OF BARNSTABLE
BOARD OF HEALTH
ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION
Date Time: In Out
Owner O416 .T Tenant J aMM C P �LJJ—1
Address 17, Address
fj 6W.Tow m Ash ..
Compliance Remarks or
Regulation# Yes NO Recomm da ions
2. Kitchen Facilities AoMyej,. tr
3. Bathroom Facilities
4. Water Supply
5. Hot Water Facilities T 51 OVA)
6. Heating Facilities
7. Lighting and Electrical Facilities
8. Ventilation
9. Installation and Maintenance of Facilities
10. Curtailment of Service
s
11. Space and Use _
12. Exits
13. Installation and Maintenance of Structural
Elements
14. Insects and Rodents
15. Garbage and Rubbish.Storage and Disposal
16. Sewage Disposal — Ll Z..2., : t3 P
17. Temporary Housing
18. Driveway Width 1, �L�� i�Jr. (Krim-
19. Number of Tenants Observed y"r" M � UW A'5 v-Fr, c
PART II
37. Placarding of Condemned Dwelling;
Removal of Occupants; Demolition
Number of Bedrooms _a Number of Vehicle we max
Number of Persons Allowed (max)
Person(s) Interviewed OtZgX.K.—i Inspec
If Public Building such as Store or Hotel/Motel specify here
o
V A_ TOWN OF BARNSTABLE �� _
—� BOARD OF HEALTH -- 6
ARTICLE II:MINIMUM STANDARDS FOR HUMAN HABITATION
Date l I� ` � Time: In a� I Out
Owner Tenant `lrv�,;vti.�./
Address f aS f=L A 4 Address S J 1� �\ Po
Compliance Remarks or
Regulation# YesX NO Recommendations
2. Kitchen Facilities
3. Bathroom Facilities O (0
4. Water Supply i 6-
5. Hot Water Facilities
6. Heating Facilities
7. Lighting and Electrical Facilities
8. Ventilation
9. Installation and Maintenance of Facilities
10. Curtailment of Service
11. Space and Use
12. Exits
13. Installation and Maintenance of Structural
Elements
14. Insects and Rodents
15. Garbage and Rubbish Storage and Disposal
16. Sewage Disposal
17.Temporary Housing
18. Driveway Width ?2
19. Number of Tenants Observed
PART II �5^
37. Placarding of Condemned Dwelling; L44D (Ah
Removal of Occupants; Demolition
Number of Bedrooms Number of Vehicles wed )
Number of Persons Allowed (max)
Person(s) Interviewed M&- Inspector
If Public Building such as Store or Hotel/Motel specify here C7
a
EDWARDS ANGELL PALMER&DODGE LLP
111 Huntington Avenue Boston,MA 02199 617.239.0100 fax 617.227.4420 eapdtaw.com
Craig E. Stewart
617.239.0164
fax 617.316.8311
cstewart@eapolaw.com
June 8, 2009
Jaime Cabot, R.S
Health Inspector
Town of Barnstable
Department of Regulatory Services
Public Health Division
200 Main Street
Hyannis, MA 02601
Re: 255 Stoney Point Road, Cummaquid,MA
Dear Mr. Cabot:
As requested, enclosed is a copy of the receipt for the smoke detector that we placed in the first
floor bedroom following your inspection of our vacation house on Monday, June 1, 2009. You
should receive the original of the receipt in a separate envelope. Please call me should you have
any questions.
Y u s sincerely,
Craig E. St
CES/pn
Enclosure
BOSTON MA FT. LAUDERDALE FI. I HARTFORD CT MADISON NJ NEW YOR.K NY NEWPORT BEACH CAI PROVIDENCE RI
STA.MFORD CT I WASHINGTON DC I WEST PALM.BEACH FL I W1I.MINGTON DE I LONDON UK I HONG KONG(ASSOCIATED OFFICE)
rwww;:brOdfordsac'i com
BRADFORD'S ACE HARDWARE
231"MAIN-ST�
lii;c;;uu POrBQX'760m
HYANNIS, MA 02601
(508) 775-0620
www.bradfordsace.com
6/02/09 7:42AM KB 554 SALE
------------------------- ----- - --
11584 F 1 EA 4.59 EA
LUBE ALPURP SLIDEALL40Z 4.59
1238625 1 'l EA 1 32.99 EA
DECK STAIN `GRAY VOC1: 1G: 32.99
EA
CET!E!CT�06R.,7�S*M(O�K-EE���L',Ii�S-TALL'E�kRfT�Zi���-)"�
10.
. _-
SUB-TOTAL: 48.57 TAX: 2.43
TOTAL: 51.00
BC AMT: $51 .00
BK CARD#: XXXXXXXXXXXX9473
ID: 670120791699
AUTH: 19896P AMT: 51.00
Host reference #:894272 Bat#0455
SWIPED ,..:_,
CARD TYPE:MASTERCARD EXPR: XXXX
Trace 000000,
II
=_ > JRNL#I94272 <<==
CUST # *7257
ACE REWARDS ID # 19128821600
THANK,,YOU/CRAIG E STEWART
: oFOR YOUR;PATRONAGE
I agree to pay above total amount
according to card issuer agreement
(merchant agreement if credit voucher)
www.bradfordsace.com
I 'Customer Copy.
1.
WWW bradfordsace com
BR.ADFORD,:SzACEHARDWARE
231 .MAIN-ST
PO:,'BOX 760
HYANNIS, MA 02601
(508) 775-0620
www.bradfordsace.com.
6/02/09 7:42AM KB 554 SALE j
----------------------------------------
11584 1 EA 4.59 EA
LOBE ALPURP, SLIDEALL40Z 4.59
1238625 1 EA 32.99 EA
DECK STAIN_GRAY VOC 1G 32.99
ETECTOR SMOKE 1STALERT 10. ��
SUB-TOTAL: 48.57 TAX: 2.43
TOTAL: 51.00
BC AMT: $51.00
BK CARD#: XXXXXXXXXXXX9473
ID: 670120791699
AUTH: 19896P AMT: 51.00
Host reference #. 694272„ Bat#0455
:SWIPED
CARD TYPE:MASTERCARQ EXPR: XXXX
Trace # 000000
==>> JRNL#I94272 «==
GUST # *7257
ACE REWARDS ID # 19128821600
F
THANK YOUCRAIG :E STEWART
FOR YOUR PATRONAGE
j
j
I agree to pay above total amount
according to card issuer agreement
(merchant agreement if credit voucher)
' www.bradfordsace.com
Customer !.Copy::..
No. 41Q�� Fee
r' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZippYication for Migool *potem (fon5tructior� der it
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) El-Complete System Individual Components
Location Address or Lot No.ar! d�'�/ Owner's Name,Address;and Tel.No.
Assessor'sMap/Parcel Sd-7 / ��11
Installer's Name,Address,and Tel.No./,l1/'1Il � J Designer's Name,Address and Tel.No. r C-,/-
7 A 9 4i1,) 0-
57,51 �Z g9�d ,yl.,�l,I/s �✓� ro� 3G�� yl �- 1
Type of Building:
fi
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 336 gpd
Plan Date 15�V/uf/- .7 p'a-7 Number of sheets 2Revision Date
Title 74r �h B� �` f S� �` �l�y 11� Cu�1� i�!/,Ci
Size of Septic Tank CA�s7�•v�S /66d ceC Type of S.A.S. C4!'V`r j
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) fiega r G'-aG d)n j P--,.- R4h
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 B rd lth.
Signed f f Date
Application Approved by Date (
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
_ t
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for �Bigpogal *pgtem Cottgtructiou der it
Application for a Permit to Construct( Repair(Upgrade( ) Abandon( ) El-Complete System Individual 'Component.
omponents
IEocation Address or Lot No..) S da`�'7 cry/ Owner's Name,Address;and Tel.No.
I
Assessor'sMap/Parcel --7 /�/�
Installers Name,Address,and Tel.No.� 'i/4/t/r/j� 1. > Designer's Name,Address and Tel.No.�'��-�i�� �0f,,w�'^'
4/1- y�i/ 7 n ) 93q /k-- Sr
S?�V g9?d 10./00 a;I 40s- 74,.2 ` 41h
p.. Type of Building: _
t
I;
Dwelling No.of Bedrooms Lot Size y11?740 sq.ft. Garbage Grinder (4b
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
it
Design Flow jmin.requiced)�_ 3 C7 gpd Design flow provided 336 gpd
Pi "+r -7 Number of sheets , Revision Date
Title %Al S` 5" ��' �t'07 r•1� .�fS" ���7 �ih..-� �.� C,-W-OV/^U1 C
Size of Septic Tank CAIl f H.1 1.GGG �t( Type of S.A.S. 2 • l7F0 Gt L L ewre f e441* 1'j
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) fepa, ��cs�r�S ��✓ �' .-1
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
'—'fCompliance has been issued by this Bo rd �alth.
Signed /% '' � Date
Application Approved by Dates, � �o
Application Disapproved by:, "r Date '
for the following-reasons.- t
w.A `Permit No — 1 Date Issued (/ '`
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (f )Upgraded ( )
Abandoned( )by 4,/ r1s l"e J")✓
at r, 5. 019 jt fi b. 60yolf*,/Jr d has been constructed in accordance /1
with the provisions of Title 5 and the for Disposal System Construction Permit No. ' G�o2� dated U
Installer 4;42-/biy kk C-1.1atij T/r-eAd^, Designer
#bedrooms 3 Approved design flow ,�� gpd
The issuance of this permit shall
/not be construed as a guarantee that the s stem wil d ti as designed.�--�,
Date `n//'7 Inspector•�_b
-------------------------------------------
No. �200- I Ir 9- Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
ligpogal 6pgtem C0 $trurtton Permit
Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( )
System located at a 5—T S7®�1r�y ,�dif/� 1�. ✓�✓1�19/dre�
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: Yonst ction must be completed within three years of the date of t i pe it,
Date "I 01— Approved by
l
FROM :down cape engineering inc FAX NO.' :15083629880 Sep. 07.2007' 07:16AM P2
down cape engineering, Inc. SIEVE SOILS ANALYSIS_BORT0 ZELLER-07-172.xls
DATE OF REPORT: 8/28/2007
JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 255 STONEY POINT RD. CUMMAQUID
LOCATION: TH1; "C2" HORIZON E
SIEVE ANALYSIS Weight Sampie(Grams): 398,8
SIZE R AiNED WT. RET. %RETAINED; %PASSED
_.Surf on ind_siwe (sum�- ............. ;
--------4— ----------"__ - -"-^-- 98.2
314" - 7,0, 7 0: 1.8%; 98.2%
_.-------- --i-----------„-------------------------"--__------i---------�_._— _88.4%
---;------------28.2; - 72 5r '18.2%-------- _ 8115.
-- -»-- ---� ---44.1; 116 6: +29.2%: 70.8%
., --........� _ .. .
0 50.3: 166.9: 41.9% 58.:1°Jo
#20------------------------
- ^5;...-.,251 1
4Y_------6 =po 7-....--.......
-0 $2:6; 334 0, _ 83.8%; 16.2%
#50 --- - -"^--LL---39.0 .. 373.0 93,5%; .... 6.5%
#80» '----- • ___"- - --1-8-$»- ---:389.81 �_- �7.7%;......- ..-2 3% -
____ __-.- b - d........- ... . .
100 4.0' . . 393.8' 97.7%: 2.3%
#200"------ - -----� ----2-gi- '396.7,�----"_"-=99-5%:--------—---------
0.5%
PAN:--a----- ----- -------2.9 .398... �. - 10b.0%� -------- 0.0%
'AMPLE: »"_ ...... -398.................... - -- _--^--
NOTE:TEST ON PASSING#4 ONLY,219%° RETAINED ON 44<45%OK
s
RESULTS: .
SOIL CLASSIFIED AS AASHTO A-3(GRANULAR, SAND)(UNCOMPACTED),
PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS
#4 100% (TEST ONLY MATERIAL PASSING#4)
#50 10%-1000/0. -
0100'0%-20% *' r
#200 0%-5% r
REQUIREMENT FOR"FILL"IN TITLE S.
<5% PASSING#200 SIEVE '
RESULTS: PERMEABLE MATERIAL-CLASS I<5'MIN.AN. MATERIAL °.
NONCOMPACTED
SOIL DESCRIPTION: MEDIUM SAND
r
FROM :down cape engineering inc FAX ,NO. :15083629880 Oct. 18 2007 08:38AM P1
Town of Barnstable
Regulatory Services
r ; T'bomas F. Geiler,Director
VLAMk Public Health Division
Thomas Mclean,Director
200 Main Street,Hyannis.. MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer d: Designer'Itertificatiou Form
Date: ��` l n n 5m,ane Permit# r- 'Ir1� Assessor's MaplParcel �7
Designer: �VWj Installer: r
Address: Address: � 1 • �t, l
On a I o c_ i, vvas issued a permit to kx ali a
(pate, (inmlier)
septic system at L h_ _ a,� 4, C. based on a design drawn by
(addres "
dated
(designer}
_ I certify that the septic system referenced above was installed substanralh- according to
the design, which may include MinOT approved changes such as lateral relocation of the
distribution box andror septic tank.
I certify that the septic system referenced above was installed with major obanges (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan re-6sion or
certified as-built by designer to follow'_
e`h DANIELA
nsta]ler's Signature) _ 4JALA `
�^ CIVIL
I Of IV-7
NAL
(Designer's Signature)' (Affix Dcs' - Stamp Here)
PLEASE RETURN TO BAkNe%TARLF PUBLIC HEALTH DIVISION. CERTIFICATE.-.,_OF
COMPLIANCE WILL_ NOT BE ISSUED UNTIL BOTH THIS FORM AND A',;-BUILT _CARD
Rt`.C'I IVEQ BY THE BARNSTABLE PUBLIC HEALTH DIVISION. 'THANK YOU.
Q: Hea1L'i/Septic0csig�cr CcniI-iritim Fonn 3.26-04.6oc
SYSTEM PROFILE ALL SYSTEM COMPONENTS SWILL BE NOTES
MARKED WITH MAGNETIC TAPE OR
TOP FNDN. AT EL. 28.8' COMPARABLE MEANS FOR FUTURE LOCATION. Bamstable
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (�T TO 1. DATUM IS APPROXIMATE FROM NGVD
ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE (SEE VENT NOTE ON PLAN)
LOCUS
WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING _
27.0' MINIMUM .75' OF COVER OVER PRECAST /° 2x SLOPE REQUIRED OVER SYSTEM 4
24.6'f RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Q
*EXISTING FOR FIRST 2' OR GEOTEXTLLE FABRIC _
5' MAX. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 1O o
"EXISTING 1000 BE AASHO H 2,0
23.2'f _ _
EXISTING GALLON SEPTIC TANK 23.15 -
GAS
5. PIPE JOINTS TO BE, MADE WATERTIGHBA�-E 22.6:jj&V22.49' � � � 0 DODO
c 22.35' OQO � 000 � o�� o °
6" CRUSHED STONE OR MECWWICAL � 0 � � � 0 0 0 � 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH � \o
COMPACTION. (15.221 [21) 2' O ED � � � � 0 0 ED MASS. ENVIRONMENTAL CODE TITLE V.
20.35 �''oute sq flr
DEPTH OF FLOW = 4' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED S';ONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 0 �J
INLET DEPTH = �� �
OUTLET DEPTH = 14" (3.6 x SLOPE) ( 1 x SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
H-20 H-20
FOUNDATION EXISTING SEPTIC TANK 15' D' BOX 16' LEACHING 8.75' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED LOCUS MAP
FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH. SCALE: 1" = 2,000'f
*THE INSTALLER SHALL VERIFY THE **THE INSTALLER SHALL
LOCATIONS OF ALL UTILITIES AND ALL CONFIRM MIN. SEPTIC TANK 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 337 PARCEL 18
BUILDING SEWER OUTLETS AND ELEVATIONS SIZE AT 1000 GALLONS AND ADJ. G.W. EL. 11.6' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
PRIOR TO INSTALLING ANY PORTION OF ITS SUITABILITY FOR RE-USE OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS WITHIN FEMA FLOOD ZONE C
SEPTIC SYSTEM COMMENCEMENT OF WORK. AS SHOWN ON COMMUNITY PANEL #250001 0001 D
DATED JULY 2, 1992
VARIANCES.FOR SEPTIC SYSTEM REPAIRS J��26' 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
WHICH MAY BE IMMEDIATELY GRANTED BY \ REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOCUS IS WITHIN AP OVERLAY DISTRICT
THE BOARD OF HEALTH AGENT OR BY \
HEALTH INSPECTOR \ \ � 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
LEGEND \ \ REMOVED 5' BENEATH AND AROUND THE PROPOSED
PAPERWORK AND HEARING .REDUCTION \
\ \ LEACHING FACILITY. SYSTEM DESIGN.
PROPOSALS APPROVED BY THE BOARD OF \ \
100.0 PROPOSED SPOT ELEVATION HEALTH REVISED DURING A PUBLIC HEARING \
HELD ON NOVEMBER 15, 2005 pq \ \ GARBAGE DISPOSER IS. NOT ALLOWED
+100.00 EXISTING SPOT ELEVATION \ �'D \ DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
3) FAILED SYSTEMS ONLY - SOIL
T00 PROPOSED CONTOUR ABSORPTION SYSTEM INSTALLATIONS \ \ �24 USE A 330 GPD DESIGN FLOW
PROPOSED MORE THAN THREE FEET BELOW
100 EXISTING CONTOUR GRADE'WITH PROPER VENTING (PIPED TO THE \ \ gOy p\ \ 99 SEPTIC TANK: 330 GPD (2) = 660
ATMOSPHERE) AND WITH H-20 LOADING, BUT
IN NO CASE SHALL. THE SAS BE LOCATED \ \ ��", \ *RE-USE EXISTING 1000 GAL. SEPTIC TANK
TEST HOLE LOGS MORE THAN FIVE FEET BELOW GRADE.
\ \ LEACHING:
ENGINEER: DAVID FLAHERTY, R.S., SE2755 \ \ \ SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
,WITNESS: � . . �So \
DONNA MIORANDI R.S. Q \ \ BOTTOM 30 x 9.83 (.74) = 218 GPD
� �
DATE: AUGUST 27, 2007 LOT 1 A �� \ TOTAL: 454 S.F. 336 GPD
C \
PERC. RATE _ < 2 MIN/INCH 41,876t SF 1.0t AC. oee�FST \ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR
i 11876 �NF 4 EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
CLASS SOILS P# � pR/
!T �� BETWEEN UNITS
ELEV. I I ELEV.
0" 4 28.0' 0" 4 28.0' EXISTING 3 TH 2
A A BR DWELLING �� MA
i
LS LS E 8 FNDN L. OF � APPROVED DATE BOARD OF HEALTH
14" 10YR 4/2 26.8 10YR 4/2 ��
12" 27.0'
B B
LS Ls TITLE 5 SITE PLAN
35„ 10YR 5/6 25.1' 10YR 5/6 �Xr'N N ,� �2��r.TH- of
C1 36 25.0 (X N N w N N 255 STONEY POINT RD.
C1 ,c PROVIDE VENT WITH
„. 4: CHARCOAL FILTER (CUM'MAQUID) BARNSTABLEs MA
j SILT LOAM SILT LOAM t ' x x. AND BUGSCREEN
INAL
1 OYR 5/6 1OYR 5/6 '•ti 01 6°' WITH HOMEOWNERT PREPARED FOR
204" 11.0 198" 11.5' 1 : �
x 1 r: CONSULTATION)
c2 c2 �. BORTOLCOTTI CONSTRJ
SimLP ,
SAMPLE ' 1OYR 7/4 x ESTATE OF TRACY ZELLER
10YRRMS 7/4 , X � 5 REMOVAL OF UNSUITABLE SOIL
X REQUIRED AROUND PERIMETER OF
ADJ. G.W. 11.6' 9.6' x X X LEACHING FACILITY, DAWN TO
_ _ _ _ _ ADJ. G.W. SUITABLE SOIL LAYER. REPLACE DATE: AUGUST 31, 2007
----- WITH CLEAN MEDIUM SAND.
210" OBS. _ 10.5' 234" OBS, GA 8.5'
262" 6.2' 252" 7.0'
off 508-362-4541
OF R*4 fax 508 362-9880
OBS. WELL INFO- as �,^ ARNE ARNE H. �
WELL: SDW-252 H. OJAL.A down cope engineering, Inc.
ALA 7 ZONE: A 92
DAIS: JULY 2007 C/V/� ENGINEERS
"= 20' ®READING: 47.0 T � �,�w LAND SURL/EYORS
' '�
ADJUSTMENT'• 1.1' 939 Main .Street - YARMOUTHPORT, MASS.
0 10 20 30 40 50 FEET ATE A
DCE #07-172 07-172 BORTO-ZELLER.DWG (DDF)
1