HomeMy WebLinkAbout0039 CRAIGVILLE BEACH ROAD - Health 1.9 Craigvlle Beach Road
Hyannis
— 151 A= 267
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TOWN OF BARNSTABLE
LOCATION -�99! Cv2,ft6 cdee e ar t�-i2I EWAGE# L I3
A,YILLAGE ASSESSOR'S MAP&PARCEL o16:7—IT i
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY G.:�'GG / �p
LEACHING FACILITY:(type) -Ari 1_g1_b (size)
NO.OF BEDROOMS
€2
OWNER
PERMIT DATE: 4 - 31— 13 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 �.� (.G/�� Lrrlji -ry^i h I
r
�-
O
No. Fee /
THE COMMONWtALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for Th5pool *p-5tem Con,5truction Permit
Application for a Permit to Construct( ) Repair 0� Upgrade( ) Abandon( ) 4mplete System ❑Individual Components
Location Address or Lot No. C(u_yC+, .5'U �-(53&-�
'39 ._V�i Owner's Name,Address,and Tel.No.�
/� ,jaAni's &N- AD�d P- • �c 673l
Assessor's Map/Parcel 4�/ ��
— 14yGt s o k M Av�
�/ �- �9�Go
Installer's Name,Address and Tel.No. S'v$• Designer's Name,Address and Tel.No.
Crt_ �-�-o`c9 i, �n5t �neP_ri'n2;2 NL
Qof dr
Type of Building.
Dwelling No.of Bedrooms 3 Lot Size o2 r sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) C3 3n gpd Design flow provided gpd
Plan Date ^6r t,: 6)3 Number of sheets Revision Date
Title l i� Si '
Size of Septic Tank /s ype of S.A.S.kea4 ax
Description of Soil `
Nature of Repairs or Alterations(Answer when applicable)
12.1 ft ,
D a t last inspected: ���� 0VC®�
UA Z A15 W_A Agreement: 2A
The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in
accordance with the provisions'of Title 5 of the Envi en ode and nal to place the system in operation until a Certificate of
Compliance has been issued by this Board of th.
H Signed Date
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. 10
I Date Issued
�— -- -- -- — — -- — -- _-----------1
F �;
No. d ' �1 V ,"� Fee 1 V f
a ',h` � W Entered in computer: `
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN'OF'I,BARNSTABLE, MASSACHUSETTS Yes
0[pphCatton for �Digo$af 6p!5tem Cowarurtton Vermtt
Application for a Permit to Construct O Repair 0� Upgrade( ) Abandon( ) Vcomplete System ❑Individual Components
Location Address or Lot No.39 C(a:q\�\I e)eaC� Owner's Name,Address,and Tel.No..:!�U 2 9-63 Ra
Assessor's Map/Parcel�� �5"/ K-16(ylji,'S i""O {- ii( A '`
Installer's Name,Address and Tel.No. SU� g Designer's Name,Address and Tel.No. ��0& � qS7 /
f? � I�t +nstrcac ion."Enc r
Q,:L9,en� ne 95,i1 tin
Lrr,�asf/�/ /Stl�IS s1/s. rVI �•�Gn �r� � of k d4
Type of Building: /
Dwelling No.of Bedrooms 3 Lot Size .7 Y a 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 �53 gp5
A� �� d
Plan Date 0l_)e�6f' ��]3 Number of sheets 1 Revision Date L
Title S/ / ( /'e't./ t�° �f • /�
Size of Septic Tank /f ` ype of S.A.S.H �() j �. // ji�L
�J p
Description of Soil ,,'`#o Cj rji tr i CJ�
v � '
Nature of Repairs or Alterations(Answer when applicable) rip,
!—
Date last inspected:
`Agreement:
The undersigned agrees to ensure the construction and maintenance of thetafore described onrsite sewage disposal system in
accordance with the provisions of Title 5 of the EnvironmentalsCode and not to place the system''in operation until a Certificate of
Compl Lance has been.issued by this Board of ealth
,�'•` /C_Signed �-� ^! r"• ( Date 2
Application Approved by c \ W.0111`KAS , Date �' ' ?�_(3 a _�
Application Disapproved by: i Date
for the following reasons
Permit No. Date Issued (-f
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Comphance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (,X) Upgraded ( )
Abandoned( )by `C...U''/ le H_� t_tjn11
at ��. ( ' (Q o I�t �t� ( Alt 1 . U����ni`17csc has been constructed in accordance
with the provisions of Title 55'and the for Disposal System Construction Permit No. ?013/—(` ��� dated /2�3����
Installer I�r TGS1111Z .L 11_14:`,K_ C'xn x+C Designer VVo In l t'a r,.r i nP,p Inc I �hC'
#bedrooms Approved design flow pd
The issuance of this pe !t sh 11 of b'construed as a guarantee that the syste :w l�function as designed��
.- ,
Date ; Insp ector t
No. 0 P 5,/ Fee !�i
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS
Bifspogal 6poem con5truction-permit ,
Permission is hereby granted to Construct ( ) Re air O Upgrade ( ) Abandon ( )
System located at 3 9 0 n1 o 1 _ AmD` AJ
J and as described in the above Application'for Disposal System Construction Permit.The applicant recognizes his/her duty
3 to comply with Title 5 and,the following local provisions or special conditions. -
{
Provided: Construction must be completed within three years of the date of this i__7_^
Date---__ /
Approved by 1J'✓i�(
Page 1 of 3
Miorandi, Donna
From: Daniel A.Ojala PE, PLS[downcape@downcape.com]
Sent: Friday,January 17,2014 2:21 PM
To: Miorandi, Donna
Subject: FW:
Hi, Donna:
After some digging,I find that Infiltrator has licensed the nearly identical mold from ADS, (BioDiffuser 16"High
Capacity see Oct 28,2013 Cert. for Gen.Use in the name of Infiltrator)and these units are functionally identical to the H-
20 High Cap Infiltrator we specified.
It says H-20 on one end,HD on the other,see pix below.
Daniel A.Ojala PE,PLS
down cape engineering,inc.
939 Main St.Yarmouthport, MA
1-508-362-4541 x108
1-508-362-9880fax
downcape@downcape.com
This Electronic Message contains information
from the engineering firm of down cape engineering, inc.,
which may be privileged. The information is intended
to be for the use of the addressee only. If you are not
the addressee, note that any disclosure,copy,distribution
or use of the contents of this message is prohibited.
From:aeconnolly@winwaterworks.com[mailto:aeconnolly@winwaterworks.com]
Sent:Friday,January 17,2014 9:31 AM
To:downcape@downcape.com
Subject:Fw:
Adam Connolly
Cape Cod Winwater Works Co.
174 Airport Road Hyannis, Ma
0: 508.862.0166
F: 508.862.1666
C: 774.994.1220
aeconnolly@winwaterworks.com
-----Forwarded by Adam E Connolly/capcodwwa/loc/WinWholesale on 01/17/2014 09:30AM -----
To: Adam E Connolly/capcodwwa/loc/WinWholesale@winwholesale
From: Adam E Connolly/capcodwwa/loc/WinWholesale
Date: 01/17/2014 09:23AM
Subject: (Untitled)
1/22/2014
Page 2 of 3
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1/22/2014
Page 3 of 3
This email message and any attachments is for use only by the named addressee(s) and may contain confidential,
privileged and/or proprietary information. If you have received this message in error, please immediately notify the
sender and delete and destroy the message and all copies. All unauthorized direct or indirect use or disclosure of this
message is strictly prohibited. No right to confidentiality or privilege is waived or lost by any error in transmission.
*********************************************************************************************
I
1/22/2014
JAN-20-2014 08:31 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1
FROM :down cape engineering inc FRX NO. :15093629990 Jan. 17 2014 02:39PM P1
1 - ?3
AAegifkatoalb Services
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ararvasa'�:y,�►y
20014 n` rAet.,HYAP-0 14, Mtn,02601
f? lr,P SOR B62-460.4 Fax: 508-790-6104
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(date)
sc�ttics system �i (/� odCRr4 based n)i,a design drdwt by
��A�Llfe9R� ,
ALF
X ceTb4'that tb,5 septic 4. •'aum refer eed abaw ,, wos iosW led aubvlaut+v.y' er,"MrUlr to
the dwdgn,widab.my inclzacle miaor approve,-.i, al"kmgra 0110h an la Wal reloMition of fine
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USad Affm�f vnttvr+r,ll•� idQ,.►y►^�c,�) fG"14to,C �dj'M� 0j,,hq�-s ('�r+*�1 esK7501"
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T txztif� that the �cytin sy;tmm rdiveaced above wag irWaUrA. wit lwjOr ahanlrem (i.r,
MTeatur tiara 10' iFACTul v;lut.>;,tiuu of V:vl S.&S Q1 siay vej-ftal,revluualim of AUy COMPOUML
of the scvl o aystxa) b 3t in a,aarrdance with State & Lurml Rai,ilatinns. PlIm rtwl-,IAQu 0:
first#ird.a�-ha is c i.,el to fdow.
N OF k,��C'
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No.46502
(�+1Q1 ,11C1'�R Si( .tt64Y�� (, fR.x Denigi=l 7 SfAux'p 1'.17o a) -
f.1p.b'd>? �.y7 0'r :Iy, T Db IiTZ'><TT, BOT14 TM FU .I�YIIT,T r.Ak�D
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Town of Barnstable
Departmi ont of Regulatory.Services
5 > aT�� Public Health Division Date
200 Main Street,Hyannis MA 02601
Date Scheduled l! b �' True 11
Soil Suitability .Assessment for Se a
Performed-Hy: Witnessed By;
LOCATION& GENERAL INFORMATION
Location Address e� Owner's Name
VI �Ie n�J''/ems. / \ v
oviK / Address
Asses�'or's Map/Parcel: 41
/15 f Engineer's Name � U IAJJ►^/...
NEW CONSTRUCTION REPAIR Telephone#
Land Use: ��, Slopes(96) Surface Stoacs —�
Distance's from: Open Water Body ft Possible Wet Area 1Z0 ft Drinking Water Well ft
Drainage Way �� ft Property Line "�0 ft Other ft
SIMTCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,]ocate wetlands-in proximity, to holes)
o-
Parent material(geologic) f LU/1-s(1i Depth to liedrgck
Depth to Groundwater. StandingWater in Hole: Weeping h-OM Plt Face OI/U ti
Estimated Seasonal High Groundwater
DETERM[NATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: la, Depth to Sell mottles: In._ Dcptli to weeping from side of obs.hole: _ — `' 1n. Groundwater AdIustment F.
Index Well# lv Reading Date:_1 Index Well level � Adj.&Clor _ A�.Clroundwater Level "„
ti
Observation P+RCOLA.TION T]�I ST Dale #/-7 Tim, O;v b
Hole# Time at 9" �
Depth of Pare _ Time at 6" 141Z_1—
Start Pre-soak Time @ Time(9"-6")
D r
End Pre-soak Zl�Grcvr
Rate Min./lach L Z
Site Suitability Assessment: Site Passed 1_ Sitq Failed: Additional Testing Needed(Y/N) A
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 Conselrvation Division at least one(1) week prior to beginning.
Q:\S EPT1C\P3RCFORM.DOC
DEEP.OBSER'VA.TION HOLE)LOG- Hole#�_
Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders.
AD
' o i to w.rl6'liravcl)
/9 /-%lg z '��7
�( '7 6
6
-DEEP OBSERVATION HOLE LOG bole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
. g (structure,Stones,Boulders.
o sis cn `Pb G e
16 - 36 5
&--IZv C-
DEEP OBSERVATION HOLE LOG Hole#.
Depth from Soil Horizon Soil Texture Soil Color Soil Other*
Surface(in.) (USDA) (Munsell) Mottlin g (Structure,Stones,Boulders.
C011515toov.%Omynll
]DEED OBSERVATION HOLE LOG Hole#
Depth from Soil horizon Soil Texture Soil Color Soil Other
Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
corlsiotgnoy
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes
°Wi thin 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 obstrved throughout the
area proposed for the soil absorption system? ,
If not,what is the depth of naturally occurring pervious matarlal?
Certification n Q
I certify that on 1 Jam- G (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 requited training,expertise and experience described in�10 CAM 15.017.
Signature Datb
Q:\S.FTrlaPERCF0RMD0C
L20C LET I O N ' t w 0,C; P E MIT w OC
IAISTQLLER5IJ& ADDRESS
BUILDER 5 Q l MF- ADDRESS
i
DATE PERMIT ISSUED
O ATE COMPLI &MCE ISSUED ; L `24-1.
r
4'A
1
No........p;l Fizz.....` ......._
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF t-IEALT
.... .--....OF.... (fir - .... ........................
Appltrattun -fur Ut,spuuttl Workii Tomitrurttutt Vaunt
` Application is hereby made for a Permit to Construct or Repair �dividual Sewage Disposal
PP Y ( ) P ( ) a P
Syst at
H
ovation-Address or Lot No.
•... .
wrier Address
....... .........••.......... .............-....... ....
� Installe- Addresres s
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 ..... --------------------------------------------------------•-•---•------------------------------ ............................................
Design Flow............................................gallons per person per day. Total daily flow--------------------------------------- --_.gallons.
9 Septic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth---------------
xDisposal Trench—No- --------------------- Width------------..------ Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No..................... Diameter---.--------------.- Depth below inlet.................... Total leaching area-------.----------sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed bY.......................................................................... Date....------------------------------_---
a
Test Pit No. 1................minutes per inch Depth of "Pest Pit-..-.------_-.:--- Depth to ground water....-.-.---..-------___-
44 Test Pit No. 2................minutes per inch Depth of Test Pit..................-- Depth to ground water_...-------.-.---.._..
-------------- ----------------------- -----------------------------------------------------------------------------------------------------------------
GDescription of Soil.................................................................-------------------------------------------------------_----------------------------------------------
U ---------------------•--------------------•----•-•------------------------••••••--•----------------•-•---------•---i------------•---•-•-----------•------------•-•••----------------------•------------
W ---------------------------C-�---------------------------------------------------------------------- ----------------------
U Nat/re of Re airs or Alterations s when applicable..,/
- ----------------------,----------------------------
'.-- ------- -
►
_...__-..
`�.... . --
---------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article \I of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has en •ssued the board of a
Sign = _ r. .-.. 1�`.�.1. ... .... .: E
Application Approved By..----- -- -- ---------- ---- - ----------- -----
Date
Application Disapproved for the following reasons---------------------------------------------------------------------------------------------•-----------------•-
-•----...-••---------------------•----•-----------------•---•---------....-------•-•••-------•-••-.--••------------------••-------------...------...----------•----•---•------------•---•----------•---
Date
PermitNo......................................................... Issued................. ......................................
Date
— ------------------------------------- - -- --- - - - - -
l:
G s�
.6-511
✓ ._J.......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
........OF.... n6_�-----------------------
Application -for Uhipoiittl Workii Towitrurtioaa Prrinit
;r {
Application is hereby made for a Permit to Construct ( ) or Repair ( 1) ndividual Sewage Disposal
System at
• FF
�... !
o �('Location-Address or'Lot No.
J rJr t .. ..?riv.,.�
Owner
l > /�� --•-----•------------------------•------
/ Address
Installer/ Address
UType of Building v✓ Size Lot----------------------------Sq. feet
Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ---------------------------- No. of persons.--------------------------- Showers ( ) — Cafeteria ( )
Other fixtures ------------------------------------------------------
W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons.
WSeptic Tank—Liquid capacity------------gallons Length---------------- Width_-------------- Diameter--------,------- Depth-----------------
x Disposal Trench—No..................... Width-------------------- Total Length.................... Total leaching area.-_._-_-_-__...___-_sq. ft.
Seepage Pit No--------------------- Diameter____-___--__-_-_-- Depth below inlet.................... Total leaching area--._---_.._-____-sq. ft.
z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed bY------- ------------------------•--•-------•............................. Date................................... ..
Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..._-__.---______---_.--
CL, Test Pit No. 2----------------minutes per inch Depth of Test Pit..............:..... Depth to ground water--.------__-----.-_-__.
9 -----------=------------- ------------•-••----------------------•-----••------•--•--•--------••-----.........................................................
0 Description of Soil-------------------------------------------------------•----------------------------------------------------------------------------------------------------------------
x
fs1 ----------- ------------------------- ------------------------------- -- /._..__.._..._..
--" ------'------=-- ---------- -----'
V Natu're of Repairs or Alterations—AriSWer when applicable._.______ .- ._.r!'-._'r__ . 1 fi�..
- -------------------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be n issued by the board of health..i'
Signed : �/,.�"�-i......A�
✓ /� v Date
Application Approved BY /' 1''-r!� r s/!_,/_.'-' ------------ ---- ------7 ---
Date
Application Disapproved for the following reasons:.............................. ---- . -------•--•----------------------------••••--•--•_ --•----
______
---------------------------------------------------------------------------------------------------•-----•--------------------------------------------------------------------------------------------
Date
PermitNo......................................................... Issued...................... --------------------------------
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH-
...........OF.......... ..I-:e.:-r... .. ......,�-.... ...................
t
Trrtif irate of Bout Haurr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired
.....ir'�.J r✓` .� / _ r
f/ // +; / Installer
at........._..�_ -f ( r .i. i1_—» .f (` i_ — _l r/a .f..!a -
!�
__.-------•- ------..._ _'. -_•__________________________________ _ ,•--•-•---•--------_—-----'--• ----•.
has been installed in accordance with'the provisions�of Article XI of The State Sanitary C e as described in the
PP P -_
application for Disposal Works Construction Permit No F�..........:..1`_.�.'__'.�___ dated.__.':_�?'.-.___''.'r____.._.._.___.___..
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED A GUARANTEE THAT THE
SYSTEM WILL FU CTION ISFACTORY.
DATE---------- �---- --�..... Inspector....`-�
...---..•••---
THE COMMONWEALTH OF MASSAC U TTS
- -�^ BOARD OI�IHEALTH e_r)
No......................... C - FEE........................
Bi_sVa l ork Coat tr�trtioHt rr tit
Permission is hereby granted__-%-__-___r--'T_
to Construct( ) or Repair: ) an Individual Sewage Disposal.,System
at No._...._l-_f•CI ��.
Street
as shown on the application for Disposal Works Construction Permit No_________________ _ Dated_=....... _._----___-.........._._
-------------
7 / Board of Health
DATE.........;E---------------------------------------------------------------------
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ..
SYSTEM PROFILE ALL ;SYSTEM COMPONENTS SHALL BE _
MARKED WITH MAGNETIC TAPE OR �i c e
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES o
PROVIDE MIN. 20" DIAM. WATERTIGHT eR 1
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE \
1. DATUM IS NGVD
PROVIDE INSPECTION PORTS TO
TOP FOUND. EL. 17.1' WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING Odd
West Main St. S .
MINIMUM .751 OF COVER OVER PRECAST 2% SLOPE REQUIRED 0VE5,1SYSTEM 13.8' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
�ddet
PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST % 5 Pie•
RISERS (TYP.) 4"OSCH40 PVC UNITS TO BE AASHO H-10 o
2'e PIPES LEVEL 1ST 2'
*15.0't 12 6' 5. PIPE JOINTS TO BE MADE WATERTIGHT. obey
10" 1500 GAL H-10 14" y
' • 13.0' TEE SEPTIC TANK TEE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
12.75 12 22' WITH 310 CMR 15.000 (TITLE 5.)
o°o°o°o°o°g° Smith
*14 7'f GAS BAFFLE ::: 1° °°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND a �o�ston
12.43' 12.26' 0.92' NOT TO BE USED FOR LOT LINE STAKING OR ANY _ 5o�d�e.
11.3'
• 4 LI LEVEL ACME OR EQUAL),.'] OTHER PURPOSE. a Locus
Q (
o°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° 6" MIN. SUMP
°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° 27 HIGH CAPACITY H-20 INFILTRATOR UNITS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
�,°,°„°.�_�_�_�.� ° ° ° ° � �.�_.._�_�_�.° ° 12" MIN INT. DIM.
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 56.25' X 8.5'
6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR Mayw
NO STONE PROPOSED) CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221 [21) ( HEALTH AND PERMISSION OBTAINED FROM BOARD
5.0 OF HEALTH.
( MI% SLOPE) ( 1 % SLOPE) G % SLOPE)
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION 38' SEPTIC TANK 31 D' BOX g' LEACHING CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND &
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL USE ADJ. G-W AT EL. 6.3' OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 267 PARCEL 151
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
�p DMH ALTERNATE SYSTEM DESIGN.
PROVIDE 81 t OF 40 MIL LINER AT 5' OFF SAS IN po.
AREA SHOWN. TOP AT ELEV. 12.6', BOTTOM AT BENCHMARK:
16.18 DRAINAGE MANHOLE
ELEV. 8.6t' COVER EL. 16.1'
GARBAGE DISPOSER IS NOT ALLOWED
31
THE 16.38 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
5' REMOVAL OF UNSUITABLE SOIL REQUIRED '5 \\ USE A 330 GPD DESIGN FLOW
(A & E) AROUND PERIMETER OF LEACHING DO I \�c16.50
FACILITY, DOWN TO SUITABLE SOIL LAYER. `b1� 1 �54
REPLACE WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3) Z .3N �4i SEPTIC TANK: 330 GPD (2) = 660
3I 3.31 h �� // 16.5 \ �\ 0 USE A 1500 GAL. H-10 SEPTIC TANK
.TEST HOLE LOGS AA /�
O 7.21 Q ,r _� � � _
PAVE
ENGINEER.
ARNE H. OJALA, PE, SE3. 6 17.20 DRIVER \ \ o �F9 SIDES: N/A
WITNESS:
S DONNA MIORANDI, RS w 12 \\ �� BOTTOM 56.25 x 8.5 (0.74) = 353 GPD
SLAB 1716 \\ TOTAL: 477 S.F. 353 GPD
DATE: 11/7/13 x .5� � 7.06 \\ 90
_ < 2 MIN/INCH a. 8 .. I 1 1
.15
PERC. RATE x 8.0 37 1Zi o �`�o o\\ USE (27) H-20 HI CAPACITY INFILTRATORS IN FIELD
4
`�• ��\CLASS SOILS P# 14174 � 6.30 17.03
CONFIGURATION OF 3 ROWS OF 9 (56.25 x 8.5)
I �, ��\
8.62 87 J
x 7. 3 J 4.2 DECK 15.94 6.5 6
E CO C. \\
1 13 �' „ 2 E1 5' SLA x/7.44x 7 .3 D- 8-� DWELLINGX x 16.24
001 Q 5 o QG� \
A 1 4�90 GAS TOP F .53
NDN x 1 7
5 \\
A
LS LS 13. 8 METE INV OUT V CRAWLSPACE 1 27 \\ 17.34
�( \\
10YR 3/1 10YR 3/1 x�1. x 13. 4 444 •
8„ 8„ .51 EL. 1 .7' 16.39
\
16.46 \ \
E E \
9 x 10.85 I \
LS LS 16.3 16.57 , MA
�o O 5.4 PROVIDE ELEC / \ APPROVED DATE BOARD OF HEALTH
x 16.54
16" 10YR 4/2 10YR 4/2 , 11 x 12.23 O_ ; x 15.Qi-- C.O. AS M R �35 x 6. 3 .6 \
12.1 16 12.1 T0IW00 7/ETLAND L r ;*-- -� NECESSARY IRE, 7\
44-2- I 6 w��w x 16.71 \ TITLE 5 SITE PLAN
B B x X x x- o � LOT AREA w \ OF
PERC MCS MCS x X x FEN E� 24,428 SF+/- Wes--w \ ,
324.°°' ' x-x-,�1 .� 076 39 CRAIGVILLE BEACH ROAD
10YR 6/6 36" 10YR 6/6 --
„ BENCHMARK: USE TOP WALL HERE INVERT ® 4" ORANGEBURG 17 E CENTERVILLE
40
C IAT ELEV. 14.0' EL. 14.5'
C '
PREPARED FOR
MCS MCS
BORTOLOTTI CONSTRUCTION/KADDY
114" OBS. G-W 4.0' 114" OBS. G-W 4.0 WELL: MIW 29
NOVEMBER 8, 2013
ZONE: A
120" 2.5Y 6/6 3.5' 120" 2.5Y 6/6 3,5' ADJ. 2.3'
off 508-362-4541
s� ��N OF MgSsgc � �N 0 Mgssgc fax 508-362-9880
DANIEL A. ti� o`' DANIEL yGs� I downcape.com
OJALA A.
CIVIL OJALA down cape e/lgiaeefing MC.
2 a
sNo.4 980
�sTe��`�� �q �E \ �¢ I~ civil engineers
Scale: 1 = 20 �� l g�i3 S'0.NAL �� S Rv ' land surveyors
939 Main Street ( R to 6A)
> 3-232
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675