HomeMy WebLinkAbout4073 MAIN ST./RTE 6A(BARN.) - Health i
407 3 Main Strccti/Route 6A
Bamstable
A= 335 — 027
_ Town of Barnstable
, Building
'Post This Card So:That It is Visible From the Street-Approved Plans Must be Retained on Job'and this CardMust be Kept
0$ Posted Until Final Inspection Has Been Made. m Permit
Fpµpr° Where a Certificate of Occupancytis Required,
�such Building shall Not'be Occupied until a Final Inspection has Fieen made . .z
Permit NO. B-18-2168 -Applicant Name: HENRY E CASSIDY Approvals
Date Issued: 07/30/2018 Current Use: Structure
Permit Type: Building-Insulation-Residential Expiration Date: 01/30/2019 Foundation:
Location: 4073 MAIN ST./RTE 6A(BARN.), BARNSTABLE Map/Lot: 335-027 Zoning District: RF-2 Sheathing:
Owner on Record: BURKE,HELEN Contractor Name;' .CAPE COD INSULATION, INC Framing: 1
'
Address: 4073 MAIN ST./RTE 6A Contractor License: 153567 2
BARNSTABLE, MA 02630 I Est. Project Cost: $4,800.00 Chimney:
Description: BASEMENT PERIMETER R-MAX FOAM BOARD Permit Fee: $85.00
.' Insulation:
I '..` S 85.00
Project Review Req: installers certificate required to close Fee PaidI
Date. 7/30/2018 Final:
Plumbing/Gas
Rough Plumbing:
"'.,Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months,after,issuance. Rough Gas:
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas:
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the
work until the completion of the same.
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service:
Minimum of Five Call Inspections Required for All Construction Work:
1.Foundation or Footing f Rough:
2.Sheathing Inspection •�. .: � __ _._-., �..<,�-.._ _......w,. ._ ..�r
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
Town of Barnstable RECEIPT
98A MASSS.. 200 Main Street, Hyannis MA 02601 508-862-4038
039. Alb
Application for Building Permit
Application No: B-18-2168 Date Recieved: 7/6/2018
Job Location: 4073 MAIN ST./RTE 6A(BARN.), BARNSTABLE
Permit For: Building- Insulation-Residential
Contractor's Name: CAPE COD INSULATION, INC State Lic. No: 153667
Address: 18 REARDON CIRCLE, SO. YARMOUTH, Applicant Phone: (508) 775-1214
MA 02664
(Home)Owner's Name: BURKE, HELEN Phone:
(Home)Owner's Address: 4073 MAIN ST./RTE 6A, BARNSTABLE,MA 02630
Work Description: BASEMENT PERIMETER R-MAX FOAM BOARD
Total Value Of Work To Be Performed: $4,800.00
Structure Size: 0.00 0.00 0.00
Width Depth Total Area
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).
I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to
accept coverage.
I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have
been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the best of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance.
Signed: HENRY E CASSIDY 7/6/2018 (508)775-1214
Applicant Date Telephone No.
Estimated Construction Costs/Permit Fees
Total Project Cost : $4,800.00 Date Paid Amount Paid Check#or CC# 9 Pay Type
I i
Total Permit Fee: $85.00 r 7/6/2018 I � $85.00 _ 3614 Check
Total Permit Fee Paid: $85.00
THIS IS NOT A PE-RMITa '
TOWN OF B�/ARNSTABLE
LOCATION 3 /r SEWAGE # 7'Cq5?0
V1?,1,AGE ASSESSOR'S MAP & LoTI207
INSTALLER'S NAME&-PHONE NO.�(}�J�/ �xC'Q��f��4 Sd8 <177 Dl77
SEPTIC TANK CAPACITY K_06
{ i
LEACHING FACILITY: (type) 4-_<6 Q L D (size)/ . �3 a
l
NO.OF BEDROOMS3 _
'BUILDER OR OWNER 1 e ? rk
PERMITDATE: 7 �-5-a7 : 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 fe f leaching facility) Feet
Furnished by—
inSA
D
/ S
` No. iy4� ! Lei L'. ►. r Fee IWO
THE%COMMONWEALTH OF MASSACHUSETTS Entered in computer: L1000, r
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
At phratton for ;3t5pozar *p6tem Con0trUCtion VErmtt
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individuaalll Components
Location Address or Lot No. 16-7 Ayli 6/9- Owner's Name,Address,and Tel.No. 41073 /l
Assessor's Map/Parcel �n� �� �g f✓y
Installer's Name,Address,and Tel. o. pa Designer's Name,Address and Tel.19r.
La"e-:1zea II A o, AAAe r iG 77 533
Type of Building:
Dwelling No.of Bedrooms Lot Size / sq.ft. Garbage Grinder ( )
Other Type of Building Q � No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 73® gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when a plicable) �(.r/ ��� 7Q Gf
' /J S 4- f
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and mainte;71
of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 oft nviro ental Codeot to place the system in operation until a Certificate of
Compliance has been issued by this )ardK& ealt .
Si ed Date
Application Approved by Date _
Application Disapproved by: Date
for the following reasons
Permit No. s Date Issued
No. •—s, (�G'n t E Fee
_ r .
r 3 THE',CO",ONWEALTH OF`MASSACHUSETTS ntered in computer:. too 00.0
PUBLICiNEALTH DIVISION =TOWN OF BARNSTABLE; MASSACHUSETTS Yes
- ZIPplication for ]Bigo!e�°aY �&p!te r� Cott truction Permit ..t
Application for a Permit to Construct O Repair O Upgrade O Abandon O ❑.Complete System ❑Individual Components
Location Address or Lot No. 16-7 �^ �/ Owner's Name,Address,and Tel.No. L,/0
Assessor's Map/ParcelR 7� /n
t
Installer's Name,Address,and Tel. o. �a ��. Designer's Name,Address and Tel.No _ r
AlpA� SG�
' asti a. /�/� � ' l 2177 �✓3
Type of Building:
ti r"t
Dwelling No.of Bedrooms Lot Size / sq�ft. Garbage Grinder ( )
Other Type of Building R=e!� No.of Persons ' Showers( r) CafetStia.(., )'
Other Fixtures
Design Flow(min.required) —'S' gpd Design flow provided gpa ,
Plan Date Number of sheets ! Revision Date
Title
Size of Septic Tank Type of S.A.S.�I ,
Description of Soil j
Nature of Repair(or Alterations(Answer when a plicable) �(.(J l Ta
f Date.las inspected: GeJ
-r.
I �
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_t nviro ental Code d not to,place the system in operation until a Certificate of
i Compliance has been issued.by-this ar ealt .
Si ed Js' Date -s
:. Application Approved by —
z =- -Date,'-,,'
P Application Disapproved by ��r Date
_ for the following reasoris,
t
Permit No: ''� ;+Date Issued k;: I
E 4r� s
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
at S I has been constructed'n accordance
with the provisions of 'tle 5 and the for Disposal System Construction Permit No � — � dated
Installer Designer n4!�,j1) w_
#bedrooms Approved design flow -3 3,0 Al pd
The issuance of t ' permit all not be construed as a guarantee that the system will cti n des', n o j
Date Inspector
----- -----------------------------------
No. / � Fee
THE COMMONWEALTH OF MASSACHUSETTS
,4 PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
Migo!gal *p5tem Cow9trUction Permit 14t
Permission is hereby granted to Construct ( ) Repair (✓) Upgrade ) Abandon ( )
i System located at
and°asrdescribed in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply,'with Title S and the following local provisions or special condit'
Provided: Construction must be completed within three years of the date of this pern
i Date /r— �—�/ Approved by
"a ..
Town of Barnstable
Regulatory Services
• x aAwasr BM Thomas F. Geiler,Director
KAM
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer.Certification Form
Date: �7 �7 Sewage Permit# Assessor's Map\Parcel 3�✓S-6 7
Designer: L�.�, .use n�/Uy,�k� Installer• A, s r,, C-,w J—P
Address: . f Z 6VsJTd�2�� Address: o` 0, �3o)C �G
On "S �x cc,./ii ii`'``S' was issued a permit to install
(date) (installer) p a
septie system at 9673 /Z0.,,� �A ����� , based on a design drawn by
(address)
fie✓ T. �� �,f 0!?F, dated 15-10 7
..(designer)
Ice that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with.major changes;(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.revision or
certified-as-built by designer to follow.
OF M4,9,V,
o� GN
staller s Si ature � PETER T.
' $n ) "V~ MCENTEE in
CIVIL
No.35109
O Q
A9 9�� EPA �
o�FSSION AL ENG\
(Designer's Signature) (Affix Des tamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF
COMPLIANCE i.L NOT BE ISSiJED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARN STABLE.PUBLIC HEALTH DIVISION. THANK YOU,
Q:Health/Septic/Designer Certification Form 3-26-04.doc
/f , i••tn, ..,,�,.,,, ; ,.ca r+c c y:i,cc, �,:.. c,,.. , nr�,,7_} •.t•.�so.� `.. - . c. '
down l,epe engineering, inc SIEV 801S ANALYSIS runs P1 x!s
DATE OF REPORT, 6129107
,JOB : GRAIN SIZE ANALYSIS-SIEVE TEST FOR BONS EXCAVATING, INC-
SITE: #4073 ROUTE 6A CtJC41lUiAt'UID, MA
LOCATION: SAMPLE 131
SAMPLE DEKH 28'-32'
I 1� ANALYSIS Weight sample(Grams), 260.3
SIZE RETAINED �,vI IvTAINED; °n PASSE-)
0.0
- ---- y1CG,r?°l�
L .._.
f 8l$"_.._.._.i »» --�_•_-- O.JI D.G�,, ._. _ .~G{J ror........ ".. ..... 'o
y
` 1 1�.0 �,
.« 3e 2 3�6}.2y ..... •13, �'�� __....._...._^E
G AyI�G' I�r�'w. � fNip SIC
9`�.�5�/P'..___..._....«...._.. .�.7�n
,{{ .6 13.� _..,� ..__.... ry ry (y
........ ...... ..........a;0; v c�..
PANS; ..: . ..... .5 �Fi�1,3..... . .100.0%,
SAMPLE. '260.3
• �I
! NOTF, TEST ON PASSING#4 ONLY, 16% RETAINED ON#4 <45°4. O.K.
RESULTS:
SOIL,CLASSIFIED AS A4►SMTT.e.A-3(GRANULAR,$AND)(UNCOMPACTIMU)
PERCENTAGE OF MATERIAL(PASSING#i4 SIEVE MEETS :
#4 100% (TEST ONLY MATERIAL PASSING 44)
#100;0%-20%
#200 V/em5%
REQUIREMENT FOR"FILL"IN TITLE S.
<S% PASSING #200 SIEVE
RESULTS: PERMEABLE MATERIAL-CLASS S I<5 MINJIN. MATERIAL
NONCOMPACTED
SOIL DESCRIPT TON: MEDIUM SAND,,TRACE SILT
l
i
DOWN CAPE ENGINEERING; INC.
939 Main Street, Suite C, Yarmouth Fart, MA 02675
508-362.4541 ph 508-362.9880 fx
PREPARED FOR: RON'S EXCF.VATING, ING.
SOIL ANALYSIS
(SAMPLE 81 28' - 32')
LOCUS: 4073 Route SA, Cunimaquid(Burke)
DATE: June 2J, 2.007
SAMPLE DRY: 1309.8
WTR % R "T '/� Pr ASS
112,E ! 7.5 1 .02 98
318" 26.3 I .08 92
#4 49.5 j .16 84
#10 " 85.1 ( 28 72
I #20 i 228.7 .73 27
-
i #40 292.5 1 .94 06
I
80 °09.0 l i �9 i 01
i
#200 309.3 .99 j 01
BOTTOM 309..8 ; 100
V
i uckFt:. ml �j L i rze.r tr I I u r m/, j W 71 .=V.t, L�
17 down cape engineering, inc, 81�VE SOILS ANALYSIS runs W.As
DATE OF REPORT- 60129107
JOB : GRAIN SIZE ANALYSIS-SIEVE TEST FOR RCNS FXCAVATING, INC.
SITE: #4073 ROUTE 6A CUMMAQUID, MA
LOCATION: SAMPLE 82 Te-Z
SAMPLE DEPTHI 32'-36'
SIEViiANALYSIS "",eight Sarnplt-(GiraMs'l: 439,5
SIZE' "RETAINED WT, HET, %RETAIN PASSED
-- --- (vq=1 ind sieve) {sure)ill--- -- ---
..........
0.0
W" ...... .... . 100.0.%
O.0 0.0
0.0
7.5 27.5 6,3W 0.7%
............. .... ....3�
20 . .......... 'j��0.2 177.7 .4 4 lyo!
2C1.0 378.7 86,2% 3.8%
. ......
.0 43C.7 Z.0%
........... .......... --------------
#200 CIA%
7.2 437.9
..........
439.5
NOTE: TESI ON PASSING#4 ONLY,6.0. RETAINED ON 94 <46%O.K.
RESULTS: .
SOIL CLASSIFIED ASAASHT0 A-3(GRANULAR, SAND)(UNCOMPACTED1
PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS ;
#4 10004 (TEST ONLY MATERIAL PASSING#4)
#200 0%4%
REQUIREMENT FOR'FILL." IN TITLE S.
<5%PASSING#200 SIEVE
RESULTS: PERMEABLE MATERIAL-CLASS I<5 MINAN. MATERIAL
NONCOMPACTIED
SOIL DESCRIPTION: MEDIUM SAND, TRACE SILT
G:
T
�FY DOWN CAPE NGINEER INC.
939 Main Street, Suite C. Yarmouth Port, MA C2875
608-362-4541 ph 508-362-S-880 fx
PREPARED FOR: RON'$EXCAVATING, INC.
SOIL ANALYSIS
;SAMPLE B2 32' - 36)
LOCUS! 4073 Route 6A, Curnmaquid(Bunco) 1
DATE: June 27, 2007
'SAMPLE DRY: 1466.5
I
-
G_ iiV�T RFT r�_— fo RP'T !� % P,
1/2114.3 .01 I 99
i
10.07 ! 1 .02 i 98 i
#4. 29,0 1 '06 I 94 j
#20
i 2063 � 56
ii #40 407.7 i .87 13 �
I
#80 j 459.7 j 58 i 02
...... ._.. . �.. .._..__
#20v 466.9 ! .99 01
BOTTOM 468.5 � 100 j _
a
—� fail,the owner shall : a) immediately notify the Board of Health and the Department, in writing; b)
by 45 days of the failure, submit to the Department a complete application,including the Board of
Health approval,for tight tank approval; c)by 14 days of issuance of the Departmert's tight tank
approval,apply for a Disposal System.Construction Permit.from the Board of Health; ani d)by 14
days.of issuance of the permit,have a system installer close and seal the septic tank discharge pipe
valve,sever or remove the discharge pipe beyond the valve,and put into operation the alarnn system
to convert the tank to a tight tank. Following system failure and until the system is converted to a
tight tank,the Department or the Board of Health may require such interim measures-as they deem
appropriate.
j
Effluent,loading rates forsystems designed with a variance approved under this policy:
Soil Type Uncompacted Comppcted'Sells and
Class I and Class 11 Soilsr all Class II'I and all Class,IV Soilst
i
Class 1 > 85%sand 0.74 gpd/sf Prescribed Design i
70--85%sand 0.66 gpd/sf with 0.15 gpd/sf
Class 11 0.33 gpd/sf
1 The system must be designed based on the applicable effluent loading rate in this table and the f
requirements of Title S.
2 The system must be designed based on a 0.15 gpd/sf loading rate, the other prescribed design
criteria(on page 4 of this policy),and the requirements of Title S.
i
Variance application process
Where the Board of Health is the local approving authority for the system upgrade, and a
v2riapce from the percolation twiny rsgt,;remert'_s of t�t Cod:is sough-t,the variance first must
be granted by the Board of Health and then approved by the Department. The variance applicant
must satisfy the variance criteria in 310 CMR 15.410(1). DEP's approval of such variances will
be predicated on the applicant following the requirements of this policy.
The DEP variance application package, BRPWP 59b, is available at the Department's
Regional offices,Boston service center,and the DEP web page,www.state.ma.us/dep. The
Department's Regional Offices and the Title 5 program in Boston may grant approval for a
variance from the percolation testing requirements of Title 5 due to high groundwater,for a
system upgrade, only in accordance with this policy.
PERM D0: 12/29/99 5
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NOTE: TO PREVENT BREAKOUT, THE PROPOSED
F.G. EL: 97.5(MAX.) FINISH GRADE SHALL NOT BE < EL.94.5
T.O.F
FOR A DISTANCE OF 15 AROUND THE
(EXISTING) EXISTING F.G. EL.97.0t PERIMETER OF THE S.A.S.
F.G. EL: 97.Ot
MAINTAIN 2% MIN SLOPE OVER S.A.S. 4 SCH 40 PVC PERFORATED PIPE WITH
SCREW CAP SET TO WITHIN 3" OF FINISH
INSTALL RISERS OVER INLET OUTLET
INSTALL RISER OVER D-SOX TO 2-500 GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT,
TO WITHIN 6' OF FINISH GRADE WITHIN 6" OF FINISH GRADE SURROUNDED WITH STONE AS SWOWN
L =VARIES INSTALL RISER OVER CHAMBER
' 4" SC
40 PVC L =20' WI HSHOWN fi NOF PLAN
F FINISH GRADE
COVER
L=4'
4" SCH 40 PVC 4" SCH 40 PVC 2" LAYER OF 1 8" TO 1/2"
/
o ® S= 1% (MIN.) �10'• 14" 0 S= 1% (MIN.) a S- l% (MIN.) 68®al DOUBLE WASHED STONE"
p 48" LIQUID® INV.=94.05 2' EFF. DEPTH @18a®®-
a.... .. LEVEL INV.=94,22 q' S.2' 4' 3/4"-1 1/2"
INV.=94.75 p �q D-BOX DOUBLE WASHED
FFL INV.=94.50 EFFECTIVE WIDTH = 13.2' STONE
60 in,
PROPOSED 1 05 0 GA ON PIC-TANK INV.=94.00
MAINTAIN 1%d(MIN.) SLOPE BACK (H-10 RATED)
TO HOUSE FOR BOTH SEWERS N07ES
ADJUST PLUMBING A5 REQ'D TOP CONIC, ELEV.=94.8 - BREAKOUT ELEV.=94.5
INV,EL.=95.05 (MIN.) 1) CONTRACTOR SMALL VERIFY ALL EXISTING INV. ELEV.=94.00 ®®®63
PIPE INVERTS PRIOR TO CONSTRUCTION. ®�
2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL
AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=92.00 -
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3' 2 X 8.5'=17,0' 3'
310 CMR 15.221(2), 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23.0'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W.
4) EFFLUENT FILTER TO BE INSTALLED ON OUTLET TEE. LEACHING SYSTEM SEC ION
SEPTIC SYSTEM PROFILE GROUNDWATER EL.=66.0(TP.-2)
SOIL LOG DESIGN CRITERIA
(3) 5" DIA.OUTLETS
` DATE: 5/18 & 6/6/07
16
�a" ���� �� SOIL EVALUATOR: PETER T. MCEN7EE P.E. NUMBER OF BEDROOMS: 3 BEDROOMS
WITNESS: DONNA MIORANDI
(HEALTH AGENT)
` SOIL TYPE: CLASS I
El
REFERENCE N0. P-11,557 DESIGN PERCOLATION RATE: 2 MIN./IN.
TP- Depth Elev. TP--2 Depth
`�,,�`�� Elev. DAILY FLOW: 330 G.P.D.
DESIGN FLOW: 330 G.P.D.
H-10 LOADING 2" SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO
"Box ` ` � 2.5Y 3/2 2.5Y 3/2
\<` rr ^') 96.0 ® 12" 96.7 6 12" LEACHING AREA REQUIRED: (330) = 445.9 S.F.
KTA
SILT LOAM SILT LOAM 74
GQ�O��\� 2.5Y 5/4 2.5Y 5/4 PROPOSED SEPTIC TANK: 1500 GALLON
` `. `� \ 94.0 C1 36" 94.7 C1 36"
®®®E3E3®ES®®®® � � �`�~�� MED. SAND SILT LOAM
IS
33" . `��y\\ 5Y 5/3 5Y 5/3 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
0�'�®®®®IS60
_ 91.0 c2 72" 91.0 C2 240" SIDEWALL AREA: 2(13.2' t 23.0') X 2 = 144.8 S.F.
102" v+,2 SILT
5O M (20) BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F.
84.0 C3 156" SILT
LOAM TOTAL AREA: 448.4 S.F.
(13') WITHIN EACH
4" KNOCKOUT / � MEDLSAND 4' SAMPLE DESIGN FLOW PROVIDED: 0.74(448.4) = 331,8 G.P.D.
20' DIA. COVER
/ WITHIN EACH 5Y 5 3 70
/ Q / 4' SAMPLE 2.5 6/4
4' KNOCKOUT O/4" KNOCKOUT 62" cV/ !ij l 2.5Y S5Y/36/TO4 PROPOSED SEPTIC SYSTEM UPGRADE
?� O' 69.0 33 C4 (28372" F
6) 66.7 C3 (31')
4" KNOCKOUT / 4� / M-C SAND M-C SAND 4073 MAIN ST. RTE 6A , BARNSTABLE, MA
L / 2.5Y 6/4 2,5Y 6/4 Prepared for: Helen Burke, 4073 Route 6A, Cummaquid, MA 02637
384" 61.7
73 65.0 432" Engineering by: Surveying by: SCALE DRAWN JOS. NO,
500 GALLON CAPACITY, H-10 LOADING 2' " (32') (36)
PERCHED GROUNDWATER AT 144"(EL.=85.0) Enginemnawork4 WARNER SURVEYING NITS P.T.M. 148-07
CHAMBERS S.A.S. LAYOUT GROUNDWATER O OM 4'TPTR 12 West Crossfie0 Rood Ha Long Road
PERC RATE <5 MIN/IN. BOTTOM a' STRATA TP-1 & 2 Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0.
n.rs (508) 477-5313 (508) 432-8309 6/15/07 P.T.M. 2 of 2
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