HomeMy WebLinkAbout0400 MITCHELL'S WAY - Health 400 Mitchells Way
Hyannis
A= 291-025
U
i
TOWN OF BARNSTABLE
LOCATION SEWAGE# 20
VILLAGE Ja,,TV► �S ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. v j YZ-'sinl e'r
SEPTIC TANK CAPACITY ,/S O O
LEACHING FACILITY:(type) , 444e L (size) //7,7 k 2
NO.OF BEDROOMS
OWNER 41r .� 1404p
PERMIT DATE: °I I i i (2 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 feet of leaching facility) Feet
FURNISHED BY
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No. PC V c'� � � ( Fee 7
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THE COMMONWEALTH OF MASSACHUSETTS Entered in couter:
"PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4plicatiou for Misposal *pste"M (Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. qtv n, ,( (/4,�/ 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.
d56
4 a� aN&_ vo
Type of uilding:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons j Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 0 gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank /j p O Type of S.A.S. 25 qo/C�t VIS
Description of Soih
Nature of Repairs or Alterations(Answer when applicable) / ® e—,0 wkh
' ' A&
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 not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Healt
tgne F i Date
Application Approved by DateQ
Application Disapproved by Date
for the following reasons
Permit No. CLG) /�-- �� ( Date Issued
No. a Fee
Entered;in computer: ?
THE COMMON IVEA►tl*role MASSACHUSETTS Yes
E ,PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
application for -Misposal *pstft (Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( 'Abandon ❑Complete System ❑Individual Components
Pg ( ) ( ) P Y P
Location Address or Lot No. qa n1 tG� ��� Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel _
Installer's Name,Address,and Tel.No. Designer's Name,Ad ress,and Tel.No.
od �SL/KVCIV
Type of uilding:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building ,Sp No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank /5--0 0 Type of S.A.S.
Description of Soil
f
Nature of Repairs or Alterations(Answer when applicable)
��, 7;4 �D��� f���1A1/
i
S
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 a not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. j
�Mgne Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
g
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS f
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On ite Sewage Disposal system Constructed( ) Repaired( 0__<pgraded( )
Abandoned( )by � ���
at ,l has been constructed in accordance
with the provisions of Title 5 and the fd Disposal System Construction Permit No. L/;? c,7q j dated 1 .
Installer &&4 Designer
#bedrooms Approved design flow d _ gpd
The issuance of this permit shall not be construed as a guarantee that the system will fu c is �s design4d.
Date ci I-., �//,.2 Inspector ✓G�,..
I
-----
No. c7-� � c� � `'�, Fee 0• G- -------
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6Pste ctCoustruction 3permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon
System located atoQA
y
i
and as described in the above Application for Disposal System Const ction Permit. The applicant recognized his/her duty to comply with k
Title 5 and the following local provisions or special conditions. ,
Provided:Construction must be completed within three years of the date of this 1 perm f'
Date Approved by
Town of Barnstable
Regulatory Services
Thomas F. Geiler, Director
• s�tris.TABM
MAW. Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601 ZO(
Office: 508-862-4644 . Fax: 508-790-6304
Installer & Designer Certification Form
Date: 9.7— Z
Designer: �^�-- �V Installer: �S
Address: q'Y Address: 44C) M 4 r.,J }
'54 V(2 4J1C'tL_ 02,�,3 �A ►� ��r�t 6Z('4�-
On r 6 e� was issued a permit to install a
(date) (inTey�
Ilseptic system at 0 � bas
ed on a design drawn by
(ad ss)
Low) /0. r"W&-�n�X :1-/, dated
2-
(designer)
V 'c stem referenced above was installed substantial) according to
I certify that the septic system Y
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 ut in accordance with State & Local Regulations. Plan revision or
ce ed as-built b, designer to follow.
ZHofhf
4809��
/� — o DAV I D
` staller i ature) D m 1a
FLAHERTY, JR. ui
No. 1211
G1STE&Z J 1A .0.
��O
(Design 's Sign ture) (Affix Desiffi ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HI�ALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION.
THANK YOU.
Q:Health/Septic/Desiper Certification Form
1_/
Town of Barnstable P#
' Departitnent of Regulatory.Services
.eariaTnsc� Public Health Division Date
�6g9. 200 Main Street,Hyannis MA 02601
Date Scheduled p°
. � Time Fee Pd. l�d
Soil Suitabilio Assessment fog- tB
e l isp®sal
Performed By: Witnessed
LOCATIO &G NERAL INFORMA
Location Address dr Ss #� !I�t ljps Owner's Name4A_ 4e. OeA�
c1 iYf yf(s yR ST(Tc+ 1 S AddressAssessor's Map/Parcel: G •Engineer's Namo .
NEW CONSTRUCTION REPAIR Telephone#!�Ef 62,V 15'Z7-5400
Land Use: �✓Va UU .CQ'17
Slopes(%) Cl Surface Stones
Distance9 from: Open Water Body V/ g possible Wet Area �/g' ft Drinking Water Well
a Way
g Y—L�_ft Property Line �_ft Other ft.
• C4TC�t`/�4 t�N
SIMTCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands IIn proximity to holes)
.. A.�
f '
QS
f \ /
2
Parent material(geologic) ��5 Depth to Bedrock �V
�vt/C•Xr csz ryFJ. •
Depth to Groundwater. Standing Water in Hole:_ //d A4 Weeping from Pit Face Al`r" --i
C)
Estimated Seasonal High Groundwater k-,-
C
DETERAHNATION FOR SEASONAL HIGH WATER TABLES
Method Used:
Depth Observed standin obs.hole: I4, Depth to soil mottles: ,
Depth to weeping Pprdside of obs.hole: In, Groundwater Adjustment iG. -P
Index Well# Rc mg Date: Index W pvol � A�,faCtbr 9,� Ar(�,Chou— ter Level ./�i�M
]PERCOLATION TEST Date7-13-v7—xime.�D_�/l �=
Observation "
Hole# Tim6 at 9"
Depth of Para Tlme at G'
Start Pre-soak Time @ Time(9"-6")
End Pre-soak /b• ""o
Z4/ G'" IN
Rate Min./Iuch 7i
Site Suitability Assessment: Site Passed Sitq Failed: Additional Testing Needed(Y/N)
Y Original: Public Health Division // Observation Hole Data To Be Completed on Back--------
***If percolation test is to be conducted within 100' of wetland,you must first notify the, !
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTICkPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# -,If , 4
Depth from Soil Horizon Soil Texture .Sd'll Color Soil• 1,,
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
• f ten:y,96'(iravell
22 - e codr� Z•F_
��� cam- �'� ``� ? •.� T ¢
DEEP OBSERVATION HOLE LOG Hole# ��V , s'
Depth from Solt Horizon Soil Texture. Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bo ers.
onsis en, %G ve
MKIZ
Ell
450&YSo -7,6
e LAM
v /Z
DEEP OBSERVATION DOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co f to c Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sall Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoar%Boulders,
Coslt
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes
Within 500 year boundary No Yes '
Within 100 year flood boundary No-_ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring per 1ous tnatarial?
Certification 144
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required trai ' ,e ertise, nd p ence described in�10 CMR 15.017.
Signatur Datt 2
I
h QAS,EPTICIPERCPORM.DOC
IL I
OWN. OFBAiiSTABLE
LOCATION C� ^ r„ SEWAGE # ..A?l
VILLAGE - yc ,,,; ASSESSOR'S MAP & LOT •--P�
INSTALLER'S NAME & PHONE NO. �U ,�►� ,5�� ` c
I' SEPTIC TANK CAPACITY / b (, -
LEACHING FACILITY:(type) (size)
NO. OF BEDROOMS Y PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER (;
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes- No Cf'
G
S
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U +
16
a
No... .`f PAfiCEI NO` fi 2 FEB......-3�......0
THE,c:PmmbNWEALTH OF MASSACHUSETTS
BOARD -OF HEALTH
TOWN OF BARNSTABLE
Appliratiun for Dhi-pitittl Workii Tomitrnrtiun Vamit
Application is hereby made for a Permit to Construct ( ) or Repair (% ) an Individual Sewage Disposal
System at: 5— 15 .S-CD�vim 1 w y
....-------•-•-•..............•-•--------....................--•--------------
//'��l,,�,• Loca i s Ad ress �Cli r or I ft No.
4.
l'Y__ Ceyf/5r .�_S.
-------•--••----------. ...........................................
Owner Address
Installer Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms_____________________________________Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
a
� Other fixtures --------------------------------------------------------------------------------------- ------ - ---------------------------------------•
W DesignFlow........ .. ... gallons per person er day. Total d - flow-.__.. _O__._..................._gallons.
WSeptic Tank V Liquid capacity ..gallons Length--- --- Width-. ----- Diameter---------------- Depth................
Disposal Trench—i: ....................
........... Width;__.__.-_---_------- Total Length._-_-_- _-__-_-__ Total leaching area....................sq. ft.
----
Seepage Pit No.......... Diameter--__. _ -.__.__ Depth below inlet-___-y.._.._..... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------
fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
p4 .......................................................................•---•-------.........._------.........................................................
0 Description of Soil.................................................................................................................-----•------------------------...-----------------_..
x
V ---------------••--•-----•---------•--•--•-------•------•-•--------•--. ..............................................................----•--•----•----•-••-••-•-•-•-•••-•--•••--•-•-•-----••---•-
W ..............................------------------------------------------------------------------------------------------------------ -- -----------------------•--•-•-----------••---
UNature of P,,epairs or lterations—4nswer when applic ble 5?� A_ .__-___kCOO ....................
. U C T .........e__... T
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the proyisions.of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been the boar o Ith. 7
Sin //-✓g _.. ........�
Dace
Application Approved BY f!�% ----------1.. ....... .....................................
Dace
Application Disapproved for the following reasons: ..............................................................................................
..._.... .. ................................................. .. ...--........ ........._............ ... .. .................:......:....:............. ........................................
7� � e
� Permit No. - ............. Issued - a ��7-.. — -� .....
Dace
-30
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliratinn for DinVnnttl lVarkri Cnnnntrur#inn thrutit
Application is hereby made for a Permit to Construct ( ) or Repair O) an Individual Sewage Disposal
System at: _
✓ t 'Dh3 ��
�1 � t?:NI9l(�
Loca6'ibn L ilddress t or Lot No.
................................... �_..tn �i, ._,�............................................
Owner Address/ /
W �'- f) to ��4"� r� }`�`� ....... f) 1 7`r_ 44 J �/
a - ---\. ---•-..---- ---------------------------
Installer r.................
Address
UType of Building Size Lot............................Sq. feet
., Dwelling— No. of Bedrooms--:!..................._--.----._....Expansion Attic ( ) Garbage Grinder ( )
aOther—Type
of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( )
dOther fixtures -------------------------------------------••------------------------------------------ �
W Design Flow.-....--'��� ---------------------------gallons per person per day. Total daily, flow.......... Z.2..-_.................---gallons.
WSeptic Tank %V_Liquid capacity) )-gallons Length---k--------- Width--...�-------- Diameter---------------- Depth................
x Disposal Trench—No. .................... Width-------------------- Total Length................. Total leaching area....................sq. ft.
Seepage Pit No--------- ----------- Diameter.-...(.. -.----- Depth below inlet.._-9--......... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank .( )
aPercolation Test Results Performed b .......... ............ ................................. Date.........................................
Test Pit No. I................minutes per inch Depth of Test Pit'._.._---_-----.-.- Depth}to ground water...-..-_---__----------
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Ra1 •..........................................................•-----•-------------•----•----------•--••---•----------••------•---••-----•------••-•-------------
0 Description of Soil........................................................................................................................................................................
w -.. r : -t-- --------- ---�- -a--..
x
U Nature of Repairs or Alterations—Answer when applicable.....-�..-:.--...---1.-i . .�....---� b.:_. ' ._. ...............
.
-•!......` --•------------../cal.y r<..... ........... 1.. �.-----------------------------------------------------
, -
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued-by the board of-health.
Signed ........... - _.....:...
..........................
-� Dace
Application Approved BY ------{� iT�t.-- ---------- - r-- ------------------�.- .. ... .-......... ............... ----I-)...:�y.....
Dace
Application Disapproved for the following reasons: ............... ............................... .......... . .................... . .....--..........
------------------ ---------------------------------------------------------------------------------------._..........................:...:...............-------.-----:-------- ------------ --------*......
.....
� '. lJ ce
Permit No. ............. .3 ....../`)....................I....... _. I Issued ------------- - 7-. ........
4 Dace
i �
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
C1Ertiftrate of Campliance
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by--------------------------�-'-1K1 f%. -A..k��---
------------------...--.. . ....._-------------------------------------
Insr.J ler -----------
at ......: ::::: ..... '` .... V a . oV,Vj---------- 5..1. ---------- ----------
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. -Y. ----- ---------- dated ..... ...' �.-.,7 ...
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
----------------------- Inspector(--x._ ,r- ---'�/--- ---------------� -----
DATE.. .... - .- "'� ,�/.... � .
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE 0'0
No...... I. �� FEE----.'�-.0
11inlrnnttl Workii Tnnntrurtinn Prrutit ;
Permission is hereby granted......:................... ---------.---------..-•-----.-....._...
to Construct ( ) or Repair ( ) an Individual Sewage Disposal System
—-------
street /
as shown on the application for Disposal Works Construction Permit No....j._--..t^A_-.. ated../p..t.... ... . ....... .....
Board of Health
DATE.........--------- •-•-- ...
FORM 36508 HOBBS✓4 WARREN,INC..PUBLISHERS
1
SITE 8c SEWAGE A - LOCUS DATA
REPAIR PLAN t ��ZHOFAIAS
CURRENT OWNER HILDA ROSARIO a
#400 A.
— o� EDWARD tiG
s�
PLAN REFERENCE 549 9 0� S O E `n
MI TCHEL L S WA Y 9 '•o N 0 168 h0
3
IN DEED REFERENCE 21828-153 '° F ��, v o
ss ','•;, 1�'
2
H YAN N I S, BARN STABLE ZONING DISTRICT { RB L ° " Ros RIo
ASSESSORS
DATE: 8-3-12 OVERLAY DISTRICT ZONE II MAP 291— W WOODED PARCEL 153
APPLICANT: 2s,5sst S.F.
Mrs HILDA ROSARIO FLOOD ZONE "c" `n
BENCHMARK:.
400 M I TCH ELL'S WAY OUTSIDE CORNER OF N�
CONCRETE PAD AT 43.1'
CONCRETE
H YA N N I S, MA 02601 BOUND FOUND ELEV.GE 46.00 ENTRANCE
OFF 3.0' TO a6
' � WOODED - �
LOT CORNER `"'- ? to,
LAWN
WOODED
10 . PROPOSED
1500 GALLON PROPOSED 6 OUTLET
.g5 QUO s3 SEPTIC TANK DISTRUBITION/BOX i`-
59 V. DECK C
FGF,��
SONoOM GARAGE \ _ — — D.T.H #1
�00 \\ F' \�v 27.7'
�• \ O�O�S �+\� WOODED
\ #400 p PROPOSED LEACHING
\ EXISTING o- CHAMBERS
�6+ LAWN 3 BEDROOM \ D.T.H. #2 11.33' x 25.00'
46- — — — — -- DWELLING. C.O. \
DRIVEWAY \ a WOODED
\ OBS °
POR 1�
�y ��, o�• \\ / \ LAWN 10.6'
BR
SHEET 1 OF 2 �s�s• "� 28.3'
fob ROUTE 28
PREPARED BY: As. / / / LIMP, CRUSH AND REMOVE z
BRB LAWN / EXISTING LEACHING PITS IN
E A S SURVEY, INC. ER LIPS / ACCORDANCE WITH TITLE 5. •o��o oz
— _ 45 .� \ Eo J p�Nj° � � yLOCUS
141 R T. 6 A N N
R4 2. 16 �`OwER 6 ./ / �p��� 0 20 30 40 's�9 MITC l S
P . O. BOX 1729 N
SANDWICH , MA 02563 __ _ _ - -� WEST MAIN ST.
PH. (508) 888-3619 GRAPHIC SCALE:
I ` 1 INCH = 20 FEET
CELL (508) 527-3600 ® ' _ ,, -� : W.• LOCUS MAP
�` NOT TO SCALE:
y
SYSTEM DESIGN
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
SILL ELEV. CLEAN OUT48.19 2 OBSERVATION 'DESIGN FLOW
GRADE ELEV. SWEEP TO GRADE FINISH GRADE
GRAD PORTS TO GRADE 3 BEDROOMS AT 110 GPB/D ,�-i2 GPD
46.5 ELEV. 45.8 FINISH GRADE
//� ELEV. 45.8 ELEV. 45.9
•_ � - GROUND ELEVATIO 45.5 REQUIRED SEPTIC TANK
�: .,
54'®S=0.03 2.9 OF COVER r2.5: OF COVER \ 330 x_2 _ 660
5' OF C.I. 4" PVC 10'(�S=0.04
TOP ELEV 43.0 _ GAL.
SCH 40 Z M-'�M X 4" PVC SCH 40 5 ®S= 0.01 SEPTIC TANK REQUIRED = 1,500 _GAL.
INV.=
NNV.= 45.2 43.49 10"TEE 14"TEE INV•= TiN SIZE OF LEACHING FACILITY REQUIRED
43.29 6" io DESIGN PERC RATE __ : 2 __MIN./INCH
4 BAND STAINLESS GAS BAFFLE H-20 D86 SET STANDARD INFILTRATORS LEVEL LONG TERM APPL. RATE_0.74_GPD/S.F.
f: STEEL CONECTOR 4'-1" LIQUID LEVEL D-BOX
REMOVE ALL INV.=42.89 \INV.=
42.67 a c7 SIZE OF LEACHING SYSTEM PROVIDED:
ORANGEBERG PIPE INV.=42.72 a
.r: 25' I b 42.0 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ.
38.95 USE (16) STANDARD INFILTRATORS 00 Lci USING 16 UNITS (4 ROWS OF 4 UNITS
DATUM : PROPOSED 1,500 PRECAST SEPTIC TANK CHAMBERS TOTALING 100 LINEAR FEET NO GROUNDWATE 33.4 TPIT#1 INFILTRATOR - HIGH CAPACITY per-,c-P;
75 x34 x12" STANELESS BED FORMATION Ep 4.73 SF / LF X (4 x 25) = 473 S.F
VERTICAL DATUM: BARN. GIS - MSL± CONSTRUCTION NOTES: ( FOUR ROW OF FOUR PANELS ) 'b i� 6 y ai r Se r
BENCH MARK USED: CORNER OF CONCRETE 2 OBSERVATION PORT 473 x 0.74 G/SF = 350 GPD
GARAGE. ELEVATION 46.00 1. CONTRACTORS / INSTALLERS. SHALL VERIFY GRADES AND / SCREW CAP TO GRADE
12-0111.DWG ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 350 GPD PROV > 330 GPD REQ. = 20 GPD RES.
2. RK ON THE SITE.DETERM NATION HAS BEEN MADE AS TO COMPLIANCE SAND FILL
NO NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
SITE & SEWAGE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
REPAIR PLAN 3. IS
TOCUOBTAINLAR SUCH
C, PARKING OFON FROM
AANDOP RIATE rvGAUTHORITY, N I
r MATERIALS OVER THE SEPTIC TANK IS PROHIBITED. o4_4100GENERAL NOTES: 2.83'L- ---2.83'-m-� 2.83' 2.83-
MITCHELL S WAY 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. D.T.H. #1 D.T.H. #2
TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 11.33' DATE: 7-13-12 DATE: 7-13-12
IN FOR SUBSURFACE DISPOSAL OF SEWERAGE. END VIEW GROUND ELEV. 45.4 GROUND ELEV. 45.5
H YA N N I S, B A R N S TA B LE 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE NO GROUNDWATER NO GROUNDWATER
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING i CERTIFY THAT I AM CURRENTLY APPROVED BY THE
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE, DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT
DATE: 8-3-12 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE i`SOIL EVALUATIONS AN) THAT RESULTS OF MY SOIL A A
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE EVALUATION URA A D CORDANCE WITH 310 LOAMY SAND LOAMY SAND
APPLICANT: UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY CMR 15.100 14 15 7. 10YR 5/1 10YR 5/1
MUST WITHSTAND H-20 LOADING. 4" 6"
Mrs H I LD A R 0 S A R I 0 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION '____ -___ -- -- LOAMY SAND LOAMY SAND
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. EDWA NE, CERTIFIED V LUATOR� 10YR 6/6
400 M I TCH ELLS WAY 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE 22„ 10YR 6 6 24"
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. GROUNDWATER ADJUSTMENT ELEV =43.6 ELEV =43.5
H YAN N I S, MA 02601 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER C-1 C_1
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. MEDIUM / MEDIUM /
NO OBSERVED GROUNDWATER COARSE SAND
7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF COARSE SAND
DEPTH TO BOTTOM OF HOLE 12 48��
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 2.5Y 7/6
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND 60„ 2.5Y 7/6 62"
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. _ _
SHEET 2 OF 2 8' z INCHES NOR PIPE
MO ER THAN 3ELEVATION
INCHES ABOVE T E INVER SHALL BE NO LESS T�AN yi`J�t�oFMgsS�o ,a MEDIUM MEDIUM
?ELEVATION OF THE OUTLET PIPE. O DR �„'�; 2.5Y 7/4. 2.5Y 7/4
PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 0 NO G. WATER_j 144" NO G. WATER 144"
E A S SURVEY, 1 N C, 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS F HE U ELEV =33.4 ELEV =33.5
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC o. 1
11 PIPES
SHALL BE 141 R T. 6 A SHALL BESSLOPED 11/4S NCH PER FOOT MIN.EXCEPTEFOR DTHE �oisTE��o DTH #1 INDICATES B.
O DON DESMARAIS
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL S14 TA �Pa SOIL EVALUATOR
P. O. BOX 1729 BE LEVEL INDICATES ED. STONE
12; CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION P-1 48" PERC TEST BACKHOE OPERATOR.
SANDWICH M A 0 2 5 6 3 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW N0 MOTTLING RODNEY FISHER
AND APPROVAL. SOIL TYPE: __
PH. (508) 888-361 9 13. MAGNETIC TAPE 'OVER ALL COMPONENTS, NO WEEPING PERC RATE: <2 MIN. PER INCH
CELL (508) 527-3600 144" INDICATES ADJ. GROUNDWATER LOADING RATE: 0_74 GAL/SF/MIN