HomeMy WebLinkAbout0072 QUEEN ANNE LANE - Health 72 Queen Ann Lane
Cotuit �- -- - - --- - - -
\ A — 022 118
MoNo., l/ 00. T Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIpplication for �hgpo$at 6p5tem COttE;trurtion Permit
Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑ Complete System �dividual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No.
u
Assessor's Map/Parcel 'Z Z e co,r V,e t. —'
Inst s Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( )
Other Type of Building c--5,6,e No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3?O gpd Design flow provided o gpd
Plan Date Number of sheets Revision Date
Title Gwv—ter/
Size of Septic Tank f 5T — (6 CO Type of S.A.S. G.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ✓ �C t We V}p�
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 is
Signed Date
i
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
No. D - - Y _ Fee /00
r THE COMMONWEALTH OF MASSAC SET S ro" Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpplication for TDigpog;al *p5tem Con!5truction permit
A Permit to Construct Repair Upgrade
Application for a O p O tpg Abandon(`) ❑ Complete System dividual Components
Location Address or Lot No. 7�Q v -11� Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. _ Designer's Name,Address and Tel.No.
Type of Building:
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) :3 30 gpd Design flow provided 0 gpd
Plan Date !—��--Q(� Number of sheets 1 Revision Date
Title G.-uv---4/
µ Size of Septic Tank 5-- {57 �� (D CO Type of S.A.S.
Description of Soil r" y',w, . y4A-e-Q C ria r .�vas
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 isju aLtla
Signed /1 n 1 /i- Date
pplication Approved by % ! /i� P� Date
Application Disapproved by: / V v Date
for the following reasons j
Permit No. '�' Date Issued
=-----------------------/-- -------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that\the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( l�
Abandoned( )by r� D er� 5 � i C_
at K LJCf-e-{v A vAj �Ctu-__ C d-� t~1 has been constructed in accordance
with the pr�i ns`o_f Title 5 and the for Disposal System Construction Permit No. dr-- dated
Installer `0I Designer 6 14\4�/
#bedrooms Approved design flow "�jj0 gpd
The issuance of this perm' shall not be construed as a guarantee that the system wi 1 fut nction as • ne,.
Date ' ):So IL Inspector
v
--- -------------------------- -----------
No. .�D Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Mi5po.5al ,p5tem Con5tructiou Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (,,< Abandon ( )
System located at c). (S)W
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: Cos ction ust be completed within three years of the date of this-permit:
Date �� Approved by �;C /
/ 9/16/03
Notice: This Form Is To Be Used For the Repair Of Failed
Septic Systems. Only
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM
1
I, AQ "1 A AY hereby certify that the engineered plan signed by me
dated D concerning the property located at
Z Q yeSzn �oTu�T meets. all of the
following criteria:.
-This failed system is.connected to a residential dwelling only. There.are.no.commercial or
business.uses associated with the.dwelling.
• The soil is.classified as.CLASS I and the percolation rate is Tess than or equal to 5 minutes
per inch. The applicant may use historical data to conclude this fact or may conduct deep
test holes and percolation tests.at the site without a health agent present.
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• The.bottom of the proposed leaching facility will be located no less than five feet above the
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the.
Frimptor method when applicable]
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information). 59.06
B) G.W. Elevation t A- +adjustment for high G.W. _= 1 S,S'O
DIFFERENCE BETWEEN A and B 43. Sc�
SIGNED : (i_ DATE:
NOTICE
{ Based upon the above information, a repair permit will be issued for bedrooms
s
maximum.. No additional bedroom are authorized in the future without engineered septic system
plans.
gASep6c\percexemp.doc LO
Town of Barnstable
FtHE Tp�O Regulatory Services
Thomas F. Geiler, Director
* BARNSCABLE,
i6 S. Public Health Division
A Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: 1/30/06
Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services.
Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street
MA 02536 Yarmouth, MA
On 1/16/06 Robert Septic Service was issued a permit to install a
(date) (installer)
septic system at 72 Queen Anne Lane, Cotuit, MA based on a design drawn by
(address)
ShU Environmental Services, Inc. dated 1/15/06
(designer)
XX I certify that the septic system referenced above was installed substantially according to
the design, which may include nAAor approved changes such as lateral relocation of the
distribution box and/or septic t�'a.
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.
F UfA4 SS
nstaller' ignature) �`y�
ho CAh�;9EN
0 E. a
SHAY
No: 1181
(Designer's Signature) (Affix si Here)
ITAP
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DI ON. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
TOWN OF BARNST LE ,
LOCATION �I ��'m`�'c-�"'A" SEWAGE
V1 LAGE f —ASSESSOR'S MAP & LOT : "
INSTALLER'S-NAME&PHONE NO. AT
SEPTIC TANK CAPACITY Vim/S I' e2
LEACHING FACILITY: (type) ►G_.t`�iG�✓'T��< (size)
NO.OF BEDROOMS-3
BUILDER OR-OWNER C,cr `—V 01(z — rr
PERMITDATE: � COMPLIANCE DATE: l�
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 a,
Q a-� �' r
EL
�r m T
O CATION s SEW,*G E PERMIT N0.
aleede �
VILLAGE
lNS=T'A. L.LER'S NAME A<DDRE3S
NU1L.DER Ot OWNE`3
D;A. TE PERMIT ISSUED 0
DASTE: C0MFL1ANCE" ISISUE.D
47" 43°
17 �\v
Nk-
't
THE COMMONWEALTH OF MASSACHUSETTS
BOARD.-OF HEALTH
---------------OF....... 741�,t�.�` > ..:.
Applira tiou for Bispoiiaal Mirkg C ontitrurtion ramit
Application is hereby made for a Permit to Construct (Xor Repair ( ) an Individual Sewage Disposal
System at:
......kor&5.....Qucw•----Avev __-Z -------------------•-•----•-------._..-..---------------------------._.......•--------._..._••----
Loca' -Address or Lot No.
L.11.1rC_�.[_....... ..�=---------------- --•--••------------- ._.....--^--------•----------------.............---
Owner Address
vp,-(LTA
Installer Address
UType of Building Size Lot__ ... .,_.1.®_5_-._Sq. feet
�-, Dwelling—No. of Bedrooms......_.___. __________________________Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building .._ No. of persons____________________________ Showers — Cafeteria
P4Other fixtures ------•------------------------------------••--- ---•-•_..•••-----••--•-•---•••-•--••--••-------•-•••-••----•-•---•--•-•••-••-••-•••-•-•••---••---••
W Design Flow.............V.::5.......................gallons per person per day. Total daily flow............ s3®...................gallons.
WSeptic Tank—Liquid capacity/_3X ..gallons Length Width.__W1 Diameter________________ Depth_?_`=.JV...
x Disposal Trench—No..................... Width___.___._a_._______ Total Length.._______ _.____ Total leaching area....................sq. ft.
Seepage Pit No--------�.__.____.. Diameter:_�Z_____4.._. Depth below mlet__'1_'_ 0______ Total leaching area__Z190....sq. ft
Other Distribution box ( ✓S Dosin nk
Percolation Test Results Performed by._ - .-1t , �s.__ _ — —��
a ,may/ to---- -...-----
a Test Pit No. 1........�__.minutes per inch Depth of Test Pit__I V4.._______ Depth to ground water.......... =
Gi, Test Pit No. 2___.............minutes per inch Depth,of Test Pit_._.._.____________. Depth to ground water---_....................
O Description of Soil---•--_Q..— 3(a _..� /�- s ll O%L t
x P r
V ..._..••-•-••-------•••-•-----••••-•--•-------•-•----••-----•--•-••--•---••---._._...•------------•-----••••-•-••-••-•-------•••--------•--••----•-•••---•-•-------•---•••--•-••-----•---._...-•-•--•--•-
V Nature of Repairs or Alterations—Answer when applicable..................................................................._............................ y.
Agreemert:
rtw
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with #
the provisions of iITA a" 5 of the State Sanitary Code— The undersigned further agrees not to place the ystem•in
operation until a Certificate of Compliance has been is Wed by tr_'e�
of health.
Signed •-- -•----•- !r'-r� f C
Ar�
................................
Application Approved By...................... -•--• - ...............
--••--•••• ......a'�
Date
Application Disapproved for the following reasons-------------•-----•---•---••----•-•-----•-------•--•-•--•••---•••---------•-••-•----•-•-----•-•--•.....---_.....
--------------•--------•------.....------------.....---•-•-----•--------•-------•---•.......................................................
— Date
PermitNo.................. ........ --------•--•-_.. Issued_.................. ................................
°r: Date _�-•
THE COMMONWEALTH OF MASSACHUSETTS
BOARD-OF HEALTH
......... .....oF.-.-.. �y4k _� Lr3,, c................................
Appfiration for D€ipnsal Workii Tnn,strnrtiun rrmi#
Application is hereby made for a Permit to Construct (Xor Repair ( ) an Individual Sewage Disposal
System at N --
..:..Lz` ..... 1�
Loca on_Address �I or Lot No.
Owner Address
Installer Address
Q Type of Building Size Lot__�_ _,_1 _�5_-..Sq. feet
U
Dwelling—No. of Bedrooms____________________________________________Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons____________________________ Showers — Cafeteria
a Other "fixtures .....................................
W Design Flow.............57;5c__........................gallons per person per day. Total daily flow.........._ .�'ao_____. gallons.
W Septic Tank=Liquid capacity/..gallons Length Width.�[_'"«___ Diameter________________ Depth_ `_=N__-`- .
' x Disposal Trench—No_____________________ Width___..._._.i_.___.... Total Length_.____._.._.___..'__.Total leaching area....................sq. ft.,
Seepage Pit NO._....._J--_-______ Diameter._/Z____ ____.._. Depth below Inlet._y. d_______ Total leaching area_�_.0_....sq. ft.
Z Other Distribution box (✓� Dosinnk ( ) ,
'-' :Percolation Test Results Performed by-__l1_4/-�.--�-.-,1J.4.!�e� ?__. is?l� //date____-3__-.�z:'c ...........
a , �-
,,.a _ Test Pit No.,1.......Z____mmutes per mch Depth of Test Pit._l_9__�.......... Depth to ground water________________________
Test Pit No. '2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
R+ -----------------------------------•-------------------•-------•--••------------•------•-------•--••.........................................................
Description of Soil_.r.___C _ ..-.-t�o_j�_ rah-- -- �U.. Sd�L �
x
W3
UNature of Repairs on;Alterations.—Answer when applicable_________________
Agreement
Thee underslgnedt.agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions 6 LITa 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation'until a Certificate of Compliance has been is (ad by t of health.
"
Signed.... .................................
f
A licatioa''A roved B .
"r __ •` ` `4..,�`" t!'", �2��?''�-'
Date
Application Disapproved:for the following reasons---------------••----•-•---------------------------------------•---------------------------------=-=__......
•-------------•-----•-=•--------------------........................................................................................................................................................
Date
PermitNo.......................................................... Issued_.................-.....................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
OF
` (9rdif irFa#r of mll aurr
THIS IS-TQ, CERTIFY; That the Individual Sewage Disposal System constructed ) or Repaired ( )
T 4
by .`�•.. __-•--• E
•---••••---••--•-----•---•---- -••-••• •-•-•-••-•--••-•--------------------------•--.......--•....-•----•------•--•--••---------•--
t Installer---.
------
has been installed in accordance 'with the provisions of TITLE: 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......................................... dated_.-.-_____-_-_____-___-_______:_________________
THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CON RIDE® AS A GUARANTEE THAT THE
SYSTEM WILL`FUNCTION SATISFACTORY.
DATE............... ................................. Inspector.......... ---- ---
THE COMMONWEALTH OF MASSACH ETTS
BOARD OF HEALTH Y
............ .........................No. ........... FEE -�.�...>..a......-:...
A.
Permission is hereby.granted_".:_et.....•U-p .... .'----•-•-----------------=-------------------------------------------------------------------------•-----
to Construe(; ) or Repair ( ) an Individual Sew e Disposal System
at."No �' _..._•-- r''. 1 ...... � ' "... x a tt ...........................................................---------------.............
ti Street
as shown on the application for Disposal Works Construction Permit-No.....................�" �.Dated.... �._ '�" --..._....
<�p Board of Health
DATE.... ---------------------
FORM 1255—koeBS & WARREN, [NC ;`.;FwBLIS-iER§
v.
. •:•.••.- x+.a>w-...u..+...yr.+.vuw..:w.+Mw,�mru.nw.erv. n..wor.�...e-_---.maw..
C Uu1vT�R ,� ;T y
NO w ALL
/A/1I/Z Y ROOM !J/�' D d r
3A Ty
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P4 SSAG C t�A Y
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Homeowners: Jack and Thalia Gonzalez
z
Location: 72 Queen-Anne Lane, Cotuit
- Project Description: Create passageway in
dG
non-loadbearing partition between
family room and living room per yVA
780 CMR 3606. ( �,r�ll�`'' ✓f�
_ - Key: -�VP/1 jvd /1/1
. e Loadbearing
.,. . � wall �,,,�� ,
Non-loadbearing wall
r
2-18' DIAM. ACCESS MANHOLES t� f'
N 10
41
0
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
VENT PIPE O Least 24 inches tan SECTION A -A
t'Mat-,h re 7;!Qween= eye
10' min. from Schedule 40 PVC w/Chorcoal Odor Filter INLET r
Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM \_ OUT r
D-BOX cover must be ` -"-
TOP OF FOUNDATION ELEV: 100.00 (Assumed) Septic tank coven must be within 6 In. of finished grade
wlthln 6 In. of finished grade M
Crude over Septic Tank- 99.50 Crude over D-Box- 99.50 (IVade over SAS - 09,50 3" of 1/8" 1/2" Washed Peastone �� �! THE ACCESS COVERS FOR THE SEPTIC TANK, ' frtF
3/4" to 1 1/2 Washed Crushed Stone �T DISTRIBUTION BOX AND LEACHING COMPONENT
'i •'L't' • (�;71=:y7L,�ti.y„ SET DEEPER THAN 8 INCHES BELOW FINISHED 1 , riMF
P. CRADE SHALL BE RAISED TO WITHIN 6" OF
4" PVC(CAPPED)INSPECTION PORT TO BE FINISHED GRADE.
S e.0.02 3 HOLE H-10 STEEL REINFORCED PRECAST CONCRETE "A 3 reecham
DIST. BOX 3' Maximum Cover INSTALLED AND TO BE WITHIN 8'OF GRADE
0 O 5=0.01 or Greater Top OF System- rev. =98.25 3-24' REMOVABLE COVERS INSTALL TUF-11TE GAS BAFFLES OR EQUALS 1110
en F VT!$ W eM fY .
•.. o zo' NE w PLAN. VIEW
EXIST:PIPE �' O 1,SDD GAL. N 20. S- D.01'per foot a 10" Effective Depth
FROM EXIST, FOUNDATION a> I SEPTIC TANK n 00
�I�11If� �C } j
Y asC4assy®2005N41 a J
to
n i'r
H-10 e'eatl1 i` 111 5 Units a 6.25' so GENERAL NOTES
CONCRETE FULL FOUNDATIO ayi Il II ui u1 0.83' (10 inches) : ••"; , ,.t:' ",.•,. Wm1n.
.'.
a' a' I. ' 3' min. clearance :`
d p II U1 3' 31,25' 3 -8'' mto. 2" min Inlet to outlet 73" INLET'T"�
SYSTEM PROFILE 6 In.of 3/4"-, 1/2" d ; ui INLET __r1____ e
1. Contractor is responsible for Digsafe notification
compacted atone c e rn 37,25' ': 10' min Liquid fever--1`• °UST and protection of all underground utilities and pipes.
Not to Score - ; 3 5' I� I 3 5' a Effective Length 5, _� _- 5, _�. 2. The septic"tank / distri¢ution box shall 1W set
3'-*- d SOIL ABS❑RPTION SYSTEM (SAS> level on 6 of 3 4 -1 1 2 stone.
6 E g • 4'-0• min. 3. Backfill should be clean sand or gravel with no
e in.of 3/4"-1 1/2' a ° ON eAt � °• Liquid depth
compacted stone Q Effective Width 41 INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN +„ �,s stones over 3" in size.
0 0 4. This system is subject to inspection during installation
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE a�
o (OR EQUIVALENT) Not to Scale by Carmen E. Shay - Environmental Services, Inc.
Bottom of Test Hole t ENONE OBSERVED
w NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT 15 10" •r � ' 5. The contractor Shall install this System in accordance P p
Groundwater Observed - NONE OBSERVED W-0• 4' -,0' 9
- with Title V of the Massachusetts state code, the approved Ian
CROSS SECTION END-SECTION and Local Regulations.
6. If,; during installation the contractor encounters any
soil conditions or site conditions that are different
TYPICAL 1000 GALLON SEPTIC TANK from those shown on the soil log or in our design
NOT TO SCALE installation must halt & immediate notification be
made to Carmen E. Shay - Environmental Services, Inc.
• PERCOLATION TEST 7. Na vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
B. Install Tuf-Tits gas baffles or equals on all outlet tee ends.
LOT 3 oJ� Date of Percolation Test: JANUARY 17, 2005 9. All Distribution Lines shalt be 4" diameter Sch. 40 NSF PVC pipes.
# � Test Performed By: CARMEN E. SHAY, R.S., C.S.E. 10 All solid piping, tees & fittings shall be 4" diameter
Results Witnessed By. WAIVER (per Barnstable B.O.H.) Schedule 40 NSF PVC pipes with water tight joints.
EXCAVATOR: SHAY ENVIRONMENTAL SERVICES, INC. 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding
/< Percolation Rate: 2 MPI ® 40
Properties.
' �� Test Hole Test Hole
150•07 No. 1 No. 2
DEPTH SOILS ELEV. DEPTH SOILS ELEV. NOTE:
THE PROPERTY LINES ARE APPROXIMATE AND
0 99.00 0 99.50 COMPILED FROM THE PLAN BY CAPE&ISLANDS SURVEYING OF MASHPEE,
LOT #2 Sandy Loam Sandy Loam ENTITLED "CERTIFIED PLOT PLAN OF LOT #88 QUEEN ANNE LANE
LOT #4 .'- �`� ,'� 10 YR 3/2 10 YR 3/2 IN COTUIT, MA" DATED JULY 24, 1985 98.25 0 -12 0"-9 o/A/E " - OIA/E 98.00 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
4" PVC TEST HOLE #2
Sandy Sandy. THE, SEPTIC SYSTEM INSTALLATION.
Loam Loam
,0 YR 5/8 10 YR 5/8
i Vent ELEV.= 99.50 9"- 40" Be 95.67 12"- 36"1 Be 96.50
TEST HOLE #1 ;h' Mod-Coarse Med-Coarse NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
g :'.• ; Sand Sand
FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED
ELEV.= 99.0:0 W
.
w 25 Y 8/4 2,5 Y 8/4+, OF AS PER BOARD OF HEALTH SPECIFICATIONS.
/ �!,��,;,:• ,t M,*t. W 40"- 1321 Ct as 36"- 132 Ot
l f8. : a+ '' �• �t LOT #88 EXISTING LEACH PIT TO BE PUMPED DRY &
i .a` • �I.. FILLED IN PLACE.
37,f 05 Square Feet h/-
� `""'►'�`'`D-Box Failed
4' LEACH PIT
ASSESSORS MAP 22 PARCEL - 118
i O ZONING RESIDENTIAL
j FLOOD ZONE C
�� Pere #1
fp6 i / (�7 Depth to Pere: 40" to 58"
3 ` Pere Rate= 2 MPI
i /EXIST. 1000 GAL. OBSERVED H2O Elev. = None Observed THERE ARE N0 WETLANDS LOCATED WITHIN A 200' RADIUS
/ �,. 4.0 i SEPTIC TANK OF THE PROPERTY
T , DECK _
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX.SHALL BE LEGEND
EXISTING PROJECT BENCH MARK SET LEVEL FOR AT LEAST 2 FT. ,r- CONCRETE COVER
i TOP OF FOUNDATION " ..4'. ,i. 2
\\ GARAGE ELEV. 100,00 (Assumed) {' KNOCKOL�is SXO
LOT #87 IfIle -,s • OUTLET 12• INLET SPOT OTGRADE
OPOSED
EXISTING ;{ , e• L9
I 3 BEDR00�1! I , ,, ,�" X
�\ % " 4 ' ' 104.46 SPOTT GRADEDENOTES ISTING
%If I HOUSE SCH. 40 To 1.754
/ a #72 ,�g PLAN SECTION CROSS-SECTION PL PROPERTY LINE
�\ I IFEXIST. / e
DRIVEWAY 3 HOLE DISTRIBUTION BOX �- H-10 LOADING PROPOSED CONTOUR
♦ / 1` 151- NOT TO SCALE
4 97- - - - - -97 EXISTING CONTOUR
Design Calculations ® DEEP TEST HOLE &
PERCOLATION TEST LOCATION
I'
I
Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) --� FENCE
Garbage Grinder: No
LOST #89 Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) PRIVATE DRINKING WATER WELL
Septic Tank : - 2 x 330 Gal./Day - 660 USE EXIST. 1,000 GAL. Septic Tenk.
$ SOIL ABSORPTION AREA: Using percolation rate of G2 min./inch
-
9 Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons REVISIONS
Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons
0 I \ !\------------------------- Providing: = 331.80 gallons
� \ �\ I I N0. DATE: DEFINITION
0pJ �\ Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH,
TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE
ON THE ENDS. NO STONE UNDER.
PROPOSED
L = 39.27,E � �� �
PREPARED FOR *
SUBSURFACE SEWAGE DISPOSAL_ SYSTEM
R = 25.00'
OF
,,,_----- OLIVER T. & FREDA G. CARVER #72 QUEEN ANNE LANE
72 QUEEN ANNE LANE COTU IT, MA
i \��`, 1i PREPARED BY:
i COTUIT, MA 02635 ��cVAOFMgssq
c CARMEN E. SHAY-
0
20
40 50 i i ' E ENVIRONMEA TAL SERVICES, INC.
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G/S E?- EAST BFOALMO TH, MA 02536
SqN/TARIPN
TEL/FAX : 508-539-7966
SCALE: 1"=20' DRAWN BY: CES DATE: JANUARY 17, 2006
PROJECT#SD-853 FILENAME: SD853PP.DWG SHEET 1 OF 1
S YS TEM PROFILE
NOT TO SCALE
TOP FON. FINISH GRADE 17 O
EL . 5"2.S FINISH GRADE OVER
FINISH GRADE OVER
DIS T. BOX � '% FINISH GRADE O VER
SEPTIC TANK i.
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° DIS TRIBU TION BOX
PRECAST CONCRETE a INSTALL ON LEVEL BASE
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INSTALL ON LEVEL BASE
NOTE.' EX VA TE TO EL E V. ' OR
LOWER TO REMOVE ALL IMPERVIOUSMATERIAL BENEATH �.d. ° :°•; °."` a' !a o:a _o._oo J
�w. THE LEACHING AREA
REPLACE EXCA VA TED MATERIAL L WI H , n
f 1 < CL EAN. CL A Y FREE SAND
�'.. VACANT moll
EFFEC TI VE DIAME TER
�
GENERAL NOTES L EA CHING PIT
1 . A L L EL EVA TIONS SHOWN ARE BA SED ON INSTALL ON LEVEL BASE
w 2. A L L PIPES IN THE S YS TEM MUS T BE CA S T IRON
)P SCHEOU�.E 40 PVC. OBSER VA TION PI T
3. THE BOARD OF HEAL TH MUST BE NOTIFIED
WHEN CONSTRUCTION IS COMPLETE PRIOR `f t
' TO BA CKFIL LING PEPCOL A TION RA TE:
\ 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED -" MIN. /IN.
BY THE BOARD OF HEALTH AND CAPE 6 ISLANDS WI TNESSED B Y.•
l SURVEYING CO., INC. ,••,
PRECAST CONCRETE / 5. MATERIALS AND INSTALLATION SHALL BE IN .,/f✓f�•Pj :_ -r`
LEACHING PIT BRD i DESIGN DA TA
� COMPLIANCE WI TH THE S TA TE SA NI TA R Y �" '�'�'�"�• . OF HEALTH
CODE - TITLE V - AND LOCAL APPLICABLE DA TE. 111_1J Xe, 1.90Z4
RULES AND REGULATIONS
6. NORTH A PPOW IS FROM RECORD PLANS AND Ai r " ,�-/, p NUMBER OF BEDROOMS
IS NO T TO BE USED FOR SOL A P PURPOSES t GA RBA GE DISPOSAL
7. FLOOD HAZARD ZONE_ �' r
DAILY FL OW GPD
s G,9 1000 SAL L ON ��' 8'. WA TER SUPPLY J �! ?. r3�'L.
PRECAST CONCRETE i S� � SEP TIC TA NK PEG 'D. � GAL
SEPTIC TAW , SEPTIC TANK PRO VIDED GAL
LEACHING REOUIRED GPD
_
SIDEWALL AREA =_!�7 S. F.
5, 7 S. F. X s".f G/S. F. _ =GPD.
BOTTOM AREA S. F.
LEGEND , : S. F. X 42 G/S. F. GPD
~ ( LEACHING PROVIDED = f "~ GPD
° PROPOSED EL EVA TION �49 a f;�✓ T 3
FXIS TING CON TOUR
SINGLE FAMILY RESIDENCE &
OBSEP VA TION PIT
j 5 ❑ DISTRIBUTION BOX
PROPOSED SEW GE DISPOSAL S YS TEM
So ._ : gyp -' L EA CHING PI T 1 grtRA PREPARED FOR
No. 29894
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f MC SHA NE CONS T. CO
'� f RESERVE PIT AREA
=3q•2 R'; G`'f ;�HL ,N� LOT 88 OUEEN ANNE LANE
Y
;; � QAvAs�� BARNS TABL E — CO TUI T — MASS .
' ., - .•� PIPE INVERT EL EVA TION
DA TE:
CAPE 6 ISLANDS SURVEYING, INC.
PLOT PLAN
SCALE: 1 SCALE A S NOTED P. 0. BOX 334
'. rPLMA PCL LOT 7AN NO. �:c�c�' TEA TICKFT MASS.
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