HomeMy WebLinkAbout0230 WEST WIND CIRCLE - Health 23 WIND ChRCLE
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A TO OF BARNSTABLE
I;OCATIONW v�/
}� SV e SEWAGE#2 I 'V
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VILLAGE �� 1�p�ASSESSOR'S MAP&PARCEL -�
INSTALLER' NAME&PHONE NOK
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$,1333-4$q
SEPTIC TANK C ACITY 20 ISM ai�
LEACHING FACILITY:(type) size) 2 P �0I
NO.OF B D OOMS
OW-NERMar6woed {
PERMIT DATE: 2- - ( - I 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
ear- df7 p 2-7
3- 32`
1 44 ® 2-v
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6 ® 3®®
rZNO. 20 THE COMMONWEAILTH 61F MASSACHUSETTS FEE
BOAR OF 1HEALTH C
OF
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair (7) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components
a3o e�Cej�.�� � t�`� \�('n
—LeSation .L J�GL C�'f�` hS�amC.t. , Y t`T
Map�//POarCcel# �7. 73 ddress
A of#�S��il w � Telephone#
C(
stall Name D s'ner's Name
Telephone# Telephone#
��77��
Type of Building: ILIe +'J+ L�— Lot Size ��CLC;' Sq.feet
Dwelling—No.of Bedrooms Garbage Grinder ( )
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(m'n.required) ��gpd Calculated desi n flower gpd Design flow provided gpd
Plan: Date /k� ' ?iU I Number of sheets ,Revision Date
Title 7 Cint ni'
Description of Soil(s) j"-, Y Vim,
Soil Evaluator Form No. Name of Soil Evaluator • sdy4A-✓eS - ate of Evaluation JA-eJ t �a
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees of to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed p Date
Inspections
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
NO. QI Vp� TH,E COMMONWEA' TO`� �MASSACHUSETTS FEE /av
{,
/r BOAR OF (HEALTH.
APPLICATION FOR DISPTupgrade
AL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair ( ( ) Abandon ( ) ❑Complete System ❑Individual Components
LpAon 1 J 1[-1,�k.✓' C�eTL \` y l'1'sCl am(.L�.l -
Map/Parcel# /�.*_ -7��v7 J/Address T a
G�Gc�;of# S �C� Telephone#
� s[all rgrs NaG�� �C ! D s' ner's Name n
�"�X � 0 33.-. �•--IC�r"f�-� � S�— .'(mod' 1"'rA� a>ss
Telephone# Telephone#
Type of Building: I[.td;Pi ►'h -K(CAL, Lot Size s, t L2 Sq.feet
Dwelling—No.of Bedrooms Garbage Grinder ( )
Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) \
Other fixtures
�1 Design Flow( 'n.required) �i'�t7 gpd Calculated desi n flow gpd Design flflow provided' gpd
Plan: Date A� �- �iU 1-(Number Number of sheets Revision Date_
Title <ue- r_S 1; 1 T-" 17A-A-+h-J of
! Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator 7D ZA,%&jSM-✓eS • ate of Evaluation JA-j--t
DESCRIPTION OF REPAIRS OR ALTERATIONS -
TWe undersigned agrees to install the above described Individual.Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. t
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Signed Date
i
Inspections
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FORM 1,- APPLICATION FOR"'DSCP DEP APPROVED FORM 5/96
NO. O/ Tr COMMONWEALTH OF MASSACHUSETTS ,-FEE
<rS �S
G � BOARD OF HEALTH CERTIFICATE OF OF COMPLIANCE
Description of Work: ❑ Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( )
by: E;C,(�y vv
I I I
at -2�U I,�/PJ,< Ini•^rA C`r(.c l..P Tt t i-�F 4'
has been installed in accordance with the provisions of 310-CMR 15.00 (Title 5) and the approved design plans/as-built
plans relating to application No. 20 l)7 dated 2 1 k,'N i Approved Design Flow O. (gpd)
Installer t 3 IF,* f'
G
Designer: Inspector e
The issuance of this certificate shall not be construed as a uaranfee thattt j system will function as designed. /
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
No. 7 QI �( ^v3� THE COMMONWEALTH OF MASSACHUSETTS
FEE /U0
j
�tiSFG h�� BOARD OF HEALTH
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to Construct (� ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage
disposal system at 2 e y W OJI ►A„ J r (It L106 r /, '/as described
in the application for Disposal System Construction Permit No. ��/ "012 2,dated 1 b r
r
Provided: Construction shall be completed within three years of the date of this permit �11 local conditions must be met.
Date A�l�� � Board of Health �� � )JI, , A-f A J_
/ v
FORM 2 - DSCP DEP APPROVED FORM 5/96
FORM 1255 (REV 5/96) H&W HOBBSB WARRENTM PUBLISHERS- BOSTON
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03/21/2014 08:54 5088336359 RJBEVILACQUA PAGE 02/02
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FROM :down cape engineering inc MX NO. :15083629880 Feh. 21 2014 11:01PLIJ P1
Fawn of Barnstable
Regulatory Services
$ Thom4s F. Geiler, Director
KAMPublic Health Divisioo
Thomai McKean,Dirmtor 4
200 Main Street, FfystnaieF MA 02601 -
Ofticq; SOR-Rrr[i2 t54444 FAX' 503-790-6304
Sewage Permiit# Assessor's Map/I'areel i
T taller&Designer `• ' cation Form
� f
Designer:
Aon
Address; 421��I
_ AddressJ :
On �J � was issued a pe=it to install a
septic systeltt at kk it I ILi C _Based oA a dosign drawn by
(address)
_ J-zq..
gneT)
I certify that the septic system rolbrcnccd above was i.nstallcd subst€ntial]y according to
the design, which may include miiwr approved changes such as lateral relocation.of the
distribution box and/or septic tank. Siripout (if rcquircd) was inspected mid the soils
were found satisfactory.
1 certify that the septic system referenced above was im,;tallecI �itii 13tmjor citabges {Lc.
grwtur than. 10' lateral relocation of the SAS or any vertical relocation of any,onlPonent
Of the se system)but in aacoirlmee•with State& 1,ncal.Regulatikins. 111tin revisiorn or,
csrtifi o built bydcgiigner to fallow. Strlpout{ii'rL i�as %tlspected and the soils
were satisfaotozy. � �H OF C
' DANIEL A'
QJALA
CIVIL 1-1
let's Signature) � rdc�,4��nz 1
� A i)
Q'r�.+
SS/W4 L �a
(signer s Signature) (Arrixx ne,�ign.er's Stamp acre)
PLEASE RE,ETURN TQ BARNSTABLE PUBLIC HEALTH DTI VISION. CERTIFICATE
OF COMPLIANCE-MILL NOT BE ISSUED UNTIL BOT13 THIS FORM AND kS-
RMLT CARD AR ,RFCETWD i3v THE DARNSTABLF,PUBLIC Ij H D VISION.
q:lo CeferitlSWeei(,mertcr[ifieuu0nrMM.&C
CN' w'oac�
l
'own of Barnsiabie P 4
Department of Regulatory.Services
Public Health Division �
MASS.
Hate f
r�D,J �^p' 200 Main Street, yannis MA 02601 ,
a /
Date Scheduled D� Time )Fee Pd.
UU
Soil oil Suitability ,Assessment for ,fie e .Dis o Z �
Witnessed By:
LOCATION& GFNERAL IINFOJ[ViAT1ON -
Loeation Address a3 d W� 1� W i 4 C I _ /� Owner's Name K Q
C),r , l2 ��Y L(1/�(l�ls
a ( / Address
Assessor's Map/Parcel: /`^/ `I/C�
Engineer's Name ff1\ n
�IJUWV, �
NEW CONSTRUCTION X REPAIR )Te�le)phone# C� WJ (3
Land Use: L a A1h Slopes NW
} Surface Stones AIOA'
Distance's from: Open Water Dody t V�
ft Possible Wet Area �e(/�/ ft Drinking Water Well ft
Drainage Way tO ft .Property Line >1 ft Other ft
(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands-in proximity to holes)
io' ISO,G�
� t •
4
Z
N r
S,0 60
'Parent material(geologic) 0 c 1C( � O( 4(k,6Ls- Depth to Bedrock > 2 y
Depth to Groundwater. Standing Water in Hole:q/V/)A- Weeping from Plt Fppc
Estimated Seasonal High Groundwater /V
DE TERNUNArRON FOR SEASONAL HIGH WATER TABLE
Metliod Used: A G Q/ E
Depth Observed standing in obs.hole: 14, Depol to soil mottles: Ill,
Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft.
Index Well# Reading Date: indox Well Icyol__._ __� Adj.&eftr- Adj,GrGuntlwaterlaval ,
PER.COLA.TION TEST bate f�> Tltnd
Observation t,
Hole# Time at 9"
Depth of Perc 3 Time at G"
Start Pre-soak Time @ Time(91141)
}and Pre-soak
Rate Mln./Gach - L 2�'�/�nC.-
Site Suitability Assessment: Site Passed Sitp 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 Conservation Division at least one(1)week prior to beginning.
Q:\S DPTIC\P8RCFORM.D OC
• n'
DEEP•OBSERVATION HOLE]LOG Hole#
Depth from Soil Horizon Soil Texture .Shcl Color Soil• Other
Surface(in.)) (USDA) (Munsell) Mottling (Structure, 5toneg;Boulders,
G _ �5 �j o i to Y�%'(irayell
zy-120 C� 165 0)rp 0i
DEEP OBSERVATION HOLF,LOG
Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders. .
/', I o is en, %G e
V~.
A C5 l0y����
DEEP OBSERVATION ROLE LOG hole V
Depth from Soil Horizon Soil Texture Soil Color Soil Other*
Surface(in.) (USDA) (Munsell Mottlln Structure Stones.- _ _ g ( l3auldars.
Co i to c O c
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color soll Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Co si to
y I
I+lood Insurance Rate Map:
Above 500 year flood boundary No— Yes
Within 500 year boundary No 11). Yes '
Within 100 year flood boundary No.T�- Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious aterial exist in all areas obstrved throughout the
area proposed for the soil absorption systeml _
If not,what is the depth of haturally occurring pervious matortal? _
Certif_tcation
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 training,expertise and experience described in�10 CUR 15.017.
Signature `-'—Yr Date I I �I
Q:15 PTIaPgRCPORM.DOC
L 0 C JVTION SEWAP PERMIT NO.
VILLA E
Ilk_ INST J LLER'S i ADDRESS
0 f�po&N � plf
�S
M
� o . `l9Y/y14L
® GUILDER OR MINER
7k
So . �o
DATE PERMIT ISSUED
DATE C0 MIPLIANCE ISSUED �����
t
O-a I .
'D
�r Tam
4
vv
FEiz .............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
7T ... .... .. ... .......
Applirat inu for Bwvaoal Wvrku Tumunrtion ramit
Application is;h ::Ymade for Permit to Construct or Repair an Individual Sewage Disposal
System at:
. ..........LA ......... .. ... ........ .....
.cation-Address t No t. ..................Y . . ....................
,.e, drs
"JP5�...........
...............
...............Y.A?6:: 0 0
Installer Address
PQ
1� Type of Building Size Lot../,f.',OW......Sq. feet
Dwelling—No. of
U Bedrooms............3...........................Expansion Attic Garbage Grinder (e,&"f, No. of persons.. Showers Cafeteria (
04 Other—Type of Building Pw- , , ...... ...............
PqOther fixtures - ----------_--_----_----7--------------*-------I-----I--,,-"----"I--------------------------0,- . ............................
Design Flow.................. .....................gallons per person pet dyt Total d 'I ,flo ........J*3�0 gal�pns.
WSeptic Tank—Liquid capacity/.gallons Length_,0_.e----- Width--- --------.. Diameter------------_-- Depth_S...S.
Disposal Trench—No. .............. Width__....I............ Total Length............... Total leaching area....................sq. ft.
Seepage Pit No---------/--------- Diameter........ Total leaching area.4�
--------- Depth below inlet...... ?..�7.sq. ft.
Z Other Distribution box Dosing tank ( )
Percolation Test Results Performed by.................... ..................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit Depth to ground water-
*okv-7
Test Pit No. 2................minutes per inch Depth of Test Pit---441----- Depth to ground water............ .... ---
. .......W2 . . . ................. . ....
0 Description of Soil--------'-'-'-- .... ---- ......
-------------------------- --------------------------------------------------------- ----------------------------------------------- -------------------------------
...........................-----------------------------------------------------------...............................................................................................................
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
......................................................................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITHE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has/bDee issue(di..by the bbo Zrd f�health�. ,
r
gned- . ...... ............
ApplicationApproved By'--"-'----. .. ...... ... .... ........................................ ................................
Date
Application Disapproved for thlefollowing reasons:..............................................................................................................
.........................................................................................................................................................................................................
Date
PermitNo.......................................................... Issue(L.......................................................
Date
------ -----------
--------------------
' f
I +
:..........f"...... Fps..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
i r..+...!t17....0F..J"`+ ,y�p .r.. 10 4_f.........
Appliration for Disposal Works Tonstrnrtion Prrmit
Application is hereby made for a Permit to Construct (: ) or Repair ( ) an Individual Sewage Disposal
System at• J
-• Location-Address
Owner-/ j�
W (' •t t� L !l d ........ " ad' r
f Instr -------
le
! {,a- C.
Tess of Building Address
d YP g . Size Lot_; fiV.....Sq. feet
� Dwelling—No. of Bedrooms..........�.---------------•----------------Expansion Attic Garbage
Grinder ( )
aOther—Type of Building t�r1_ w_. ��� Le,. No. of persons__..__.---------------- Showers ) — Cafeteria ( )
Otherfixtures . ---•- -------------------------•--------------------------------.....---------•-----•
W Design Flow............. g
allons per person per dad. Total daily flow-------- r
WSeptic Tank—Liqui Length/ .__._ Width._....._. Diameter________________ Deptlr_ ____. ..
x Disposal Trench—No. .................... Width...... Total Length.................... Total.leaching area....................sq. ft.
Seepage Pit No---------/--------- Diameter.._._.__s!'_.__..... Depth below inlet_........./..... Total leaching area �'<_a, sq. ft.
Z Other Distribution box ( ) Dosing tank { ) j
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit._.____ Depth to ground water-__
(s, Test Pit No. 2 minutes per inch Depth of Test Pit__ s f Depth to ground water_°),
••------••--•-••-------------•---------•------•-------•--------•--------
•-----------------
•-------------
-------------•----
O Description of Soil--------------- .1..-`f--�---- 1 r'� ,' 1i1 ' ,: r'
x � p + ---
M --------------------------------------------------------------------------
--••-•---------
--------
.------------
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
--------•-------------------•-------------•-•---------------------------•----------•---...._...-------•---...---------------------------------•--------------------•--------------------....---••_-----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary 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.,
ti
fined�--�r'1:••�� � s'-'��'"-'�:.------ ,�;�i:�,i� -,E� .. ................
A lication A roved B ..!./ ! / ate,
! ,� e
PP PP Y i ;Z•• Date------------•-
Application Disapproved for the 'llowing reasons-----------------------•------------••-----------------•-----------...........................................
•..............................................................••-------------•--•------••_.•-------•---•-----•---••----•-----•------------------•-----------------------------•-------.._..-----••--••-
q Date
Permit No....---•--......-••....._----- ------ Issued---....--•-----------------
-•---------------•- ---....----•------------•--
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
r.... ...c,l� J ...
Qwrrtif iratr of ToutpliFanrr
THIS IS TO CERTIFY, That he Ind vi al Sewage Disposal System constructed ,O or Repaired ( )
z1 tr W �.
Installer
ts°w tir"..+ -�''- �.:..- - -- ' ---•-_-----s ,eY'•t n�:ill- - ---- - --------
has teen installed in accordance with the provisions of TITLE 5 of The State Sanitary Cods de ribed to the
application for Disposal Works Construction Permit No.�_.4 ..,2!.. ................ dated_. ;f ,_.. :._:/"___..__..___.____
THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUI CTION ATISFACTORY.
DATE............... � - .......................... Inspector-- •-°....------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
",
..j._ .../J.i .4. ..............
Disposal Works Twonstrur#ion rrrmit
Permission is hereby granted......___, __.! ... ?.A� _ _-r . r�._. !�a
to Construct ( ) or�Repair ( ) an Individual Sewage Disposal System .
wee
as shown on the -- ----Rion for Disposal Works Construction Permit No. ...
.___ Dated..........................................
------------------------ o ...................................................... l
DATE................................................................................. Board of Health
FORM 1255 A. M. SULKIN, INC.. BOSTON �,/`
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AFYC Guide to Wood Conultruction In dlgh Wind Areas:110 mph Ff7rrd Zone
APPLICANT TO COMPLETE b SUBMIT WITH PERMIT APPLICATION Al{�C Guide lU IYoUA Cp/nett/lrct/d//h/ffigh}Vint/Attar:l/0 trip/r IdrrrrA Znr/e {
['(;uidc fP FYood C'onun/crinn iu high F%nd A--.,,d!U n pG Fynrl Znne Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)` AWC Guide to Wood Construction in High Wind Areas:IIO mph Nind Zane taF fi
A{yMa sachusettsChecldistfol Complianceo6ocmns391.1,,,,)' Massachusetts Checklist for Compliance(780CMR53013.1.1)`
14assachusetts Checldist for C;�)m.pliance(7Rn opt-R�.Iu.zJ.a).' 4
,_ .. 0 Ch.:k Laatlb¢adng wan connections / .
Lateral(roe Pr lad common nails)...............................(Tpblee 7)....._..:..L-uW....N3:\f.£13...........L From TebWs 10 end 1'I eM location of wall sheathing end BWIWnp Aspect Ratio,determine Percent Ful}Helght
C.hhoi" Noh-L..dbe InQ Well C-ru'l-Iona Shealhing and Nall Spacing requirements 1; -
• .. Lateral(no.a(1 so common nalla.............................Table 8.....nun a for...•mpllan.•••......•.......... Panels
t.t SCOPE ......... ...... .......1 t0,mph �-/it Loed Boarin0 Wan Openings(rectutl largest*paning but r11T Dk a9op� g TOI1 0)-Z D Wood Structural
lbe Installed with strength axis.&hall INS mirdrium f to 7116 studds be netelled ea follows:
Wind speed(3-sea gust) -........ ............................. .. .. .... ... .... ...a �L Header Spans .................................................._ p l:��R(fE"C3'Ql te11o1nU ehau oearr aver Bind be yelled a framing. 41.
' Wind Expocure Category... .......... .... ............ ..... Sill Plate So.-- .......................................... ._.....(Table 9)\......-........... l..... �,JIM In.s I V nI sin8 single story construdlm.panels$hall be attached to bad-plat.and top member of the double
4- y/ u. al
• Full Helghr,61uds(nP.at etude)...................................(T a 9)....................._...................... ......y -1 top plate.
anau be=ona,dared a ate today i 2 store _ ,von-Load Bearing Wag Opanlrigs(record largest opening but check all openings for contd'.nce Table 9) N. On two story constriction;upper panels shall be attached to the top member of the upper double top t '
1.2 APP LICABILITy a root which ax[eedc a In 12 clo ry)_�-,_a es
Num Dar of Stories( p8 ..FI 2 .... /rj, s 12:12 _ Header 6Pena..........................................................ITabb 9).......:.................... �6':PJ'_In.s 12' late and to band alst at bottom of
Root P tdh ..................... ..... ( 9 I ...... ....... n n,a 33- =1 SIII Plot.Seena.............:...._..................................._(Table 9)............_.....:....._... -3 1 O_In.S 12' _af lowest Pkle mNg knv deb )
....-..:....(F1g 2)........ p 1 Upper attachment lower panel shall be ma band dhu
Xltren Roof Height...... ....... ... ..... 1t a 80" Full Haight Studs(no.of elude)..........................(Table 9)..................................................... v. Horizontal molt I Bmdn et double to tale°,a ne Dieu end girders eneu be a double row of ad t1 fil�tt
20.S .... ... _
Building Width,W.... .. ............. .....(Fig 3)........... .............. 7 spacing P to r
^ 2. ft s 80 �l Exlerlar W a19Shnathing to Rests!Uplift and Shear Simulleneaunly staggered 8.inches on centerper figures below Vertical and Horizontal Nailing P Attachment
Build ng Length.L...... ....... .. ................(Fig 3)............. ............ 22�aa - _ Minim C
.13r� um Building Obnenslon,W' }
8 Icing A.I.at Rau-(LAN) ...,y.....1.. ......... .(FI94)._....... athirst Height.ot Tallest Opening! - (?V ia'8'
eta aretl t 3 I P r v tre ➢ Iln for anal AI
y1 H
t W
(yea vise' 's! N ................................... .._...
Nominal HeIgM or Tallest Opening .................... .................. 1 " 1
Edge
Type ng....................................._(Mho 4)..,,,..._., 1fle ......R1..0..... -p• _ r Ft Y
- Fl Nails satin (Yble 10or role...ties..).,...--..-.,_........ In,
1.3 FRAMING CONNECTIONS ....._(Table 2)................... .......... Field Nqp 5peci�g.-....._...:.........._..a............,(Table Ill)........_....................»......-........_-{�-�kL
General comPhance with framingbone..... .."""""'•'"•""""- Shear Can /
cornet .... edion(ro-of 18d common nalls)(Td¢le 10}....-_........................_....._....,-,L...- �/ II
Parc-1 Flis-H°Igh,Sheathing................... able/g}...._................._...,...._........
2.1.FOUNDATION 5%AddWonel Sheathing for
Wett wlNOperdnB>9'B'(Oesipn Coneepb).._.............._. 1y� _ .-YaeMhhro rms�h•ml
Fouriontion WOIH meeting roquiremenla aI TBe Ck: 104.1 Moxlmum 9uildlno Dimension.L Ysea
Conuet................ .... .. ..... ... ........ Namn el Height W Tallest Opednga............................................... 'Bee. naalaouar
Concrete Masonry................................... Sh ml T No. ng vpe.....-_.._..............................(nose 4)......_..._.............._.....-_!l>Loas -t'.<,"
Edge Neil SPadng....-.__.......................:......fields I or rote 411 Was).....................,N In.
2:2 ANCHORAGE TO FOUNDATIONt't an alternntrve in concrete onIy Field Mail Spacing.._.....................................(Tobls 11).........___....._._........._..-...-_:...min.
Sla'Anchor Bolts imbedded or 5/8'Pr°pnetary'Mech°nicaLAncnars ea 3(y line �_, Shear l:onneGlo.(no.of t6d commoq naas%Tobb 11).:......_...__........................ -+---i -
real.4 ........... ...... ........
8olt5paang-ge )
natal..............:....... . )'-' in...6'-12' �/ Percent Full-Height ShaaOting..........._...-....-(Table ll)..............._.............. -
6all S Gn Iron endfoint of Iola (F19 5):.............................. 2- .-•.._... .._.. TtB1N
pa 9 1 P •- In 2 7' 1 5%Additional Sheathing for Wag with Opening>6'9'(Design ConcePta).......__ .
I
^I
II
Bolt Embedment-concrete............. '•""" gg %.......... .....(Fig e)......:............... i't I'L rmrAxo
Belt Embedment-masonry......,....` ..(Fig )................. .... .........-1/a In. 15' >c I tVall Cladtlin9 .........................-.............................._............_...-.......-.... ...... -� _ mOiaratalq o6TM.
Plate Washer......... :( 9 ) .... ....................2 3 x 3 z 144' _C fisted for Wind Speed?........._.....- ........ ~ II ..
...:. ................. Fig 5 R
5.t I:OQFS - 8 �I 18
twspgs 6.eoltaalaa. l� 4
3:1 FLOORS v_ Roof!taming member spans lit ckad7 ..............(For Ren—use AWO-.n Tod,'see BBRS Web.h.) " I, Derail
Floor framing theme.;spans checked.......... ...(per 780 CMR Chapter 55)...... ..M1 a t2' / Vertical and HonZOmd nt 1 L
um Flaorbpenin901man.Ia...................... ......(Figfil e..,............ Roof Overhang ..................................................(Figure 19)........... ..smarter of 2'or L13 �]/Y
Maxim ..... ,�� al Lem bearing Walls - !Of Attachment
.
.. Trms or Rotor Lary Conner I J
I
Full Height Wall Studs at Floor Openln9a lees than 2'rrom Exterior Wall(Fig e) .............. � n` .,
Proprietary Connaetwa ;; �(td•,
Maximum Fling Loist a"I'T z - /ft s d Uplift .. .Kahle 12>......................................�....U= 11 ✓
Support n9 Loadbaanng Walla or
Shearv+all...........(F19 7) .................... eral........._..._............._.........-. �L1p ' it Last
eyed Floor Jalcic - .r , Lateral............._.............-.......,.....Tebls 12).._.....,...._.............................L=j�(�Pit -� I It kt
�j�PitYY -Penal Aaac
.Maxi mum Cent ley ^ - ear..........._.............................Rnole l2)..,.....13)............-.._............Sa it _p I It 4t 5
SupPorin9 Loadbeadng Walls or Snearwall....'..........(Fig 6):............... /ft a�a/ Sh -. _
Floor Bracing et Endwalls.............................................(Fig 9).......................................................... Ridge Strap Connections,If COIIW Use not used per page 21...(Table 13). ......�-...,....T=f faj-PI/ __ tt
....................... GableR Rake OuIlooker.._......_.......................----(Figure 20 - s smaller of Z Or ti 1 -_._
Floor Sneering Type.. (per 760 CMR Chapter 55). •-•in -V- T a ) _
............................................
Floor Shea thin Thickness .........,.(Per 78g CMR Chapter 65).........._:.....➢!A - -� msp or Rafter Connectors at Non-Loadbearfng Wells
g ..................... In.edge/ In eltl
Floor Sheathing Fastening •-•^••--•'-"""-""•,fTable2)..�',d nails et PropdetarY�rnecfare .- / - geq
UR-16r.:.._.�_.-............._..-...._-._...(Tools 14):_._..........._...........-.-_.......J•1vi411b• �1 1 v..a, _
bin wALLs Lataral_(rm orl6dcommorl rare)..(Teh(d14)............:................ .....L 11GJ0. ea a on
Well Haight Root Sheathing Typ .�..._-..._............._.....(per' CMR Chapters 56 gqrri1dd 5g)...-...... .
. ....................(F 1D end Table 5)... b n s 10' .1- Rao(SneeWing Thickness._.....�........_......._......._........_......_..........._...-..-Yf�.ln.2 7/16•WSP S D leg Must P8➢e• .
`y
N 4,ce-di9.Wellti.................................. g 'R 520' _�
Fl 10 and Table 5)., .._.. I$'. ,1 Root Sheathing Fastening__�._.....__.�.....-_._____(Ta a 2}.. ._............�...._�._._...-_...._.___ r
rt L'
Non{oa.6healigBnr61(s...........................................( 9 ._
Well Stud Spacing ..................„............(Fig 10 and Table 6)..,_....:.......J,�+,In.s24'.o:a Notes: for Pa Atta mint -
Vertical and HOnzontal Nailing r
R sd" 41
Wall SlaryroZrlsess .........(Fps 7 e 8)........................:..........1 _ .1. This o teciaat shad be in Its entirely.excluding the aPd6e xcaptlon noted In 2,to comply with Na mqulremanb o/ '� �'
_......_.............................
7 ao CMR 67i11.2.1.1 Item'1.If the cheickliat 19 met In Its entrey hen ma follbvMtB metal seeps and hold dawns are not
4.2 E%TERIDR WALLS mguired Per the WFCM 110 mph Guide: _
Woad Studls' 8„O in: 1' __ 9.' St..[Save par Flgum5 _ - _
(Table 5) .......... b. 20(Sego Straps Per Figure 11 • • ( (h,
.Lo db -9 Its................................... ...
N L do d 9 wells..................:.........::.... .(Table 5)...:.. '........, �.'it (uj.in. I. Uplift Steps Per Figure 14
n 1 - a v/' d. All Saapg per Figure Gable End Wall Breda Fl 10. r Figure fee and - - -
x
.................................._. I. Comer Stud Hoid Govaua Figurq l8h r .. " ".�-Yk
Full Height Endwall Studs:.............................. ( 9 .).... �ftiVV� pe - .
WSP Attic Floor Len9tn.................. "'-""(Fig ill.:............................. _ ! EsraPilon: .an w heights.(up a 6 M1.shell be ParMlbd when b%la added to Ina Percent fullJtaighl Sheathing
Ceiling Length 11 SP nit used ..( g ) ............_M1 20.9W - requiromenla shown n Tahlea 10 end 1'/- -
Gypsum g 9 ( W )............ Fl 11 ..................
and 2 x 4 Clnanuous Lateral 82ca(dJ 6 R sire..(Fig 11j......-.... -- -^ "'-" '�/ I The.batmen is plate In exladorwall9 shall be a ha ntrnum 2 M.no
thickness pressure vested Ir2-Breda.
1 �Y^
with blockin 4fLs spacing In end)olst Or truss bays_ - l*
or 1 x 3 ceiling furling steps®16'spadn9 min. g® pa ➢ _ • 1 -
Coubia TIP Plate -
S Ice Len m .........(F19/3 and Table 6l.:........................... �f Ml -
Splice Connection(no,of 18d common nails).........( �- .......•................•...•.....
A
• '�Irr W
h
a1 sr:,n1
1
' - DOUBLE TOP PLATE\ .i Il3db s,)
110 MPH EXPOSURE B WIND ZONE.
Table 2. Generelllaffino Schedule. It I
JOINT DESCRIPTION Number of Number of .Nall Spacingas
Common Nails Box Nal s
Roof Framing DOUBLE HEADERS
Blocking to Rafter(Tee-nailed) 2-8d 2-10d each end.- -
Rim Board tu Rafter(End nalled) ' 2-t6d 3-18d each end
Wall Framing �t ?
- Top Plates at InteBactlona(Face-nailed) 4-18d S-16d at Joints FULL I MINIMUM REriU1REHENTB AT EACH END OF HgApim 1('ip rvw
Stud to Stud(Pete-nailed) 2-16d 2-18d 24'o.c. HEIGHT74
Header to Header(Fete-nailed) 16d 16d 16'o.c.along edges STUD HEADER SPAN "HEADER NUMB OF rPr' / '"
UPLIFT {-
(FT.J BIYS FULL-HEIGHT (LB•J l-Q(�TaEspq�r f_z
Welt Ex END HEADER Flcoi Framing _ OUBLE JACK STUD _111 BTIlDO 11Ri�' 4 tit
ahealhine ro IclNa eTIID Joist to Sill,lop Plate or Girder(Toe-Nailed)(FIg.14) - : 4-8d 4-10d per Joist t
mua.aend Blockingto4OIst(Toegialled) 2-8d" 2-tOd each end WINDOW BILL PLATE $' 7-7X4 I 7l1 137 qir.
p over , BloeWng.to Sill or Top Plate(Toe-nailed) 3.18d 4-16d egeh block _ _ 3': 2-7X4 7 41tb 19B
haoder J �,. Ledger Strip to Beam or Girder(Ffio-rmiled) 3-16d 4-iOd each Joist,
Joist on Ledger to:Baam.(Toe-Nailed) 3-8d 3-1Od per joist 7-7X4 7 554 764 4 Uw t;
4.
Band Joist to Jolsl(End.nallad)(Fig.14) 3.10d 4.18tl Parlolet - 6' 2-7X4 3 693 33p: , a• s&to 1 p-
r Ipep :Bend Joist to SIII Or Top Plate(Toe-nailed)(Fig.14) � 2-1 Ed '3-18d per foot
''•tit' 'Roof Sheathing
_ 6' 7-7X6 3
• '-'I' Wood SWUural Panels 462
I "• .• Tolue.4�nI LLWtT�it Rafters or trusses spaced up to 16'0.c. 8d- 10d 6'edge/6•field ________ _ 6' 2-2X Z 3 1310
1,100 B7B T b A. 1!x
.. NAIL IscHEDlluz`:. .:� Reftarn or blesses et�d over l8'o,0. fid tOd .4'edgel 4'fleld /--.-__•___ ____________ _ ___________ __________
t 4 NAITIULS
ROW$OF led Gable endwall rake or rake truss w/o gable overhang ad. 10d 8'adge/6'field.- •-t• _ ;y. 9' 3-7X10 3 1,241 (-j94 �.t5 ad COHHON .].' NAIL.$AT 3'O.G- •
o.e. Gable a dwell rake or rek.."as w/SWcture]but lookere 8dI. 1,Od 6'edge/8'field • ° • .° . . ° • . ° , • , , 10 3-7X I7 4 1�86 (B(e0
Gable endwa'll rake or mks W ss wl lookout blocks 8d 10d 4'edge/4'fold ro ,e d. ,°d n .•d•4 .°d o d;'.°d n d n•.4 O n .°O•a .°44
le 4-7XI0 4 1574 'I76,'-' *A 4•' �• ' O e
OR 1' -Collin Sheathing °.•° • $ '°•, °,.° ^s, '<,° tASLE'9. .WALL OPENINGS - -HErryp
y.l N.0 schedule °•_
Ed common 2 eye'AHcuoR BOLTS WITH Gypsum Wellboa d bd coolers T edge/10'held •a ,°d 4 ,°p•4 ,°d•4 ,°d•a .°N• n•• ° ° ,°p,°•.°d E�S Lr g
.1 3-o<. `, ',. •.. '.. TYP.ANCHOR BOLTS AND •.
EXTERIOR 3')(s'PLATE WASHERS • o °
VIEW OF Wall Sheathing ° °.'° °.• 3"JCD°XI/4'PLATH WASHER.:°
GARAGE Wood Structural Panels .°O'4.•,'d•A .°d•4•°d•4 .°d•a 4'. d•4 p•4 d'4 ,°da .
GARAGG 'I• S[utlsspaced'.upto24'o.c. ad 10d t3'Edge/12'Reld! IN LOADBEARINCs WALLS
Sir'and 25/J2•Fiberboard Panels Ed('A) 3'edge/6'field e• e,' °. °. °.' °. ° °.•. a• e• Lt S�r
Well e 4
hl.i eaand SS'Gypsum Wallboard SO - Tedgal 10'field ° •. d'a•.°d d'4•.°d•4•.-,as' °d:.•,°d•a °da'°d•a•Id -
n saw ' ° Floor sneamme
a.�•°..'m. WOOd Structural Panel9 \.°da .°d•4 da °d•a .°d•4 .°d•4 .°d,•a °de .°d•A .°/ a 'l1.
1'or less -. -so 10d 6'edgal 12'held: Tk-'2
T lam; T� Z Greater man 1' - lOd 16d W edge/W field
sh.olhirg ;�'• Y_ 7 I�•c• I, .. _ d
Qoml dl
PPros Neil schedule i -
mid e.iaN ad common (11)Corrosion resistant 11 gage nails and 16 gage staples eta permitted;chock IBC for additional requirements. '�3
11 c
.IJ Nail: Unless otherwise stated,sizes given for nails are common wins sizes. Box and pneumatic nails of equip-dent
- diameter and equal or greater length to me specified common nails may be substituted unless otherwise • 'm!
r
prohibitedAPA -. 2.
N�.c4r�tcx>�c.5 ti l i t r'
3}�TT.��t}
.1--rasa
Bruce Devlin NTH ,, teprr^
]Designo
77423"773
> IF t�V z. '= tr L-F-�/.
--AJL E>_,E_�d. 9bk�w AQF MF—A .Q SEA• Lrc\r1G\-
I ( t�as� �a..► .-,,R SC f Ci vr.Tv� Pe`�.►,I�E
�J PI-VW1 ALL L,IQES A MI111MURA of
-� I _ UnILES� dT'HE2'k.)tsE 3t�EGa�'IED.
U- ALA- PIP To Jt WD tat TKiI SYSTEM ISNAIL
DE CAST lez)?-j [.or- AO P\1 C-
✓~", r' - - 2�'___..� » O ® LJ u ALL SEPTIC TA>-IKS, �tSTfZ�BtJTio.J BOX, A"D
t .
f I..EA.CM�r.1C-� PfTS SHAt_L 8E DE`S►G,+.1ED �E'-
(G /1 14 - 2-0 AJ4,keZt.- �pafl:.1C�S W14EN INSTALLED UNDER PAVING
r
--- _ _ ____ ^ �J �- TtEN10✓�c AU- Un1Sv l-A3� E MATEZIAI �EtilE.�TI 1
• . - Q O C� -) (� _ � 1"\/Eer EL.EVA--ric-IS OF LEACF+I,K� PETS
1 ------- h M 0 A eAaQ5 OF /0' A.00 �KPILA- \,J;T14 CL.Ay Fv'cti
} O 0 O COS O,
AT
(l '� a--THE I:3A�4�S ar L sae Z O o F �F�a LTN r�uST
e,E tJC I!FiED WF4EJ-J T64E. '5ygTE►.j 1S NEAt-
�M�-ET-Iptil A•.lO P2:o2 T� p„e.UCFiu_tuG
I -� O O C ) �j ® G V1JL E5'S oTNErz�tISE r.soTED, Ati SVSTE►
�- Z�=;—IZ'� �-� Io �Y-- I v c r yo..�Y�^La//// , coe••1P0►.J1E�i'c'S 34tYAL.L $E 1•..►ST'c.�.�.c� I1J 1
+--� Z'7M O G O C) (0h { I�CCC7fLDA.JCtz W I7'H T ITLE c F T�►E �TgTE
TVPICAL DIST6;?-115Uri(5 P50x 0 0 O C) Q 0
441N ICN m," IN
T
plsrel�rrYn..l t; A.tv 1000 tow �L.. �EP ., Tr•� T10'PI SAL ►._ e.H ttJCa___P�T
0B5Etv VA T/0 A/ 0/7'5 Se-rr iC Iby Amf-e,cA.._► PKzc_r.ST AWT -vo 54ALZ. w�sT'cp �cr�E
OW- tE O UA L "UA F nIcG > -rwem 4 w car
",eCOZAr/O^/ 4A7V _• ' ii//&,y /irlC41 ��sN s ��eTR�c vuE�DEo w�eC w1114 _
EM6aADEtD S,ft&L t:0=p"+ +4l.1 f .' PStL T•�rlEYMb t.FAyHrAios., P"%
v F��ra•R//� B�tO �F fi�ACTH %p 6aTIo✓1• CclatC. ter �Oob r'i�Z- -e'yT. To sr_ BUILT LW fro -Z�*jr_Ke'S
J' &f LGkKJ F Ih.t IyN i It' a�t3
1r 4 it/.
PAIL' �:. f � F tLttsV4 49^ac r IAt D tE SO 4-co--cm F
` �fi%uSA Gejk�E.-��t0 u/tit v►+tK. 54tC avwc e*Km, S4t7f.��►ca+�.+G
Y
� 15^cfe f ILA 2 nr. ��PVCsSTO+�E
,. p ® Om . '
INI/• ��X$� • 0 ® .4 r _ eat D dTd.IL
((��++ )[)[� p.C U,j♦c0[[C R7 C>y►IG. D11-jr ` • ••• ® O 0 A� •
�EPrtG 'fAtJ •• EL.ev r- J^
` y 16ts LDJEL.- wAS LE
Y1 __ TYP i GA L SEYlit�CsE 5Y�'t'lE M t�rtoP t y.E �"G"
��n.oc7 � LE.^GN1Nl� p
t�oT Ta SC.�LIE
� I -
N
QI ,
2,2.-7
4p.3L
c
MAP SECTJON PARCEI,, LOT ADDRESS
0
*, LPIV--
r-Ac H 1►-I _
..J PIT
i
looms/b
E Y P6aJ-a.
i
i Y
i
f
LOT rD
^ rx,s' doAlr - tau I L-T ONE,C .lNG LOC,4TION
DES/GN CQ/7Ee/«4 �C� CeIt+tJ1�lI.0 'A
aE�,��MS ;�- � � �R,�` ►3u l �TSENAC'E DISPOSAL, 5voTEM
Al vn.M A EJe .OF -— `,
PE,!'Sd!/✓S f'E.t'
- 27N5 f' �e�+1! >°f. .014 Y
a �L u✓lE0 � .� G7141 ,[3EG e}7/IOry P T. \ ` -'.r-T {� ✓ `- '.{ : " ---, ~�t `_ % ..�.r
�6AC N/�L/G Pro✓%P&l _.t�1� =� L} � ��`5tS ' i .iS.PPL I GA1�iT : �1.[G t IJ FEQ:
PaoPosE.O L`—AC-HINCY pt'r ,
CanIST�4 Cr, ���•� Ef,IGJNEEeING INC.
u 1 I o O% E x N�tit ►o ni '� �I/y f � %� Tt L AY
• 1 ��^ t= �, ; / /Y ` A R M0 T Mq F outa, ndA� 0252%
t
x i ° C SCALE taAT SHEET
J w e t
VV
�1 r -1CA+.Ti C�1•� �" r'; t e K �,` r •. a ,�w : DRAWN BY CHk.: J�< '�v� a•r PLAN NO.
; r
SHALL
SYSTEM PROFILE MARKED WITHCMAGNETICTTAPE OR BE
COMP1.RABLE MEANS FOR FUTURE LOCATION.
(NOT TO SCALE) NOTES
PROVIDE MIN. 20" DIAM. WATERTIGHT o
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS APPROX. NGVD
\ TOP FOUND. EL. 49.3' FILTER FABRIC OVER STONE
1 2. MUNICIPAL WATER IS EXISTING
RE] MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 44.6 Vi W Vi arlisle
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
PRECAST H-10 BLOCKS OR
RISERS (TVP.) PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
2'0 4"oSCH40 PVC MORTi,R ALL
CELLAR FLOOR EL 41.6't ,.: PIPES LEVEL 1ST 2' 4' COMP)NENTS H 10 4' UNITS TO BE AASHO H-2Q Route 28
(TYP.) 1'
SIDES '
10" 1500 GAL H-20 14" �ENDS 0 0 0 5. PIPE JOINTS TO BE MADE WATERTIGHT.
39.4'f TEE SEPTIC TANK TEE 8.65' ®®® e5ti o
* 38.9 ° ° ° ° �u�uI�u�u1II�emuu,1, u��uII��,��lII u��uII ����/lllI����,1''�uu1II��u�11 ����,II u��uII u��uII 0 0 // 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
O O O ° IJ IJ IJ®®I�IJ IJ IJ® ®®IJ IJ IJ IJ I�®lJ IJ IJ )O°O 0000 M
°o°o°o°o°o°0 6" MIN. SUMP p °o°° WITH 310 CMR 15.000 (TITLE 5.) o
0 0 0 0�0�0_ o 0 0 0 ��0���®��07 � o 0
GAS BAFFLE:; �4 ° ° ° ° ° ° I `
12" MIN INT. DIM. �+ ,00000000 ��®®®�����C-� �00®����000 ;0000°°oo �, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
8.48' 38.31 ' ;°°o°o°o° °°o°o°o°
3 °o°o °° O° °°°° 36.0 NOT TO BE USED FOR LOT LINE STAKING OR ANY
4' LIQ. LEVEL (ACME OR EQUAL) ,.. 11} OTHER PURPOSE. o
J0000000000000000000000000000°0000000°0000000 I O
°o°o°O°o°o°o°0°0°0°0° 00000°O°o°o°o°o°o°o00, H-20 500 Gi�L. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. $• PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. a
�1o�o�o_�_ _�_�_o O 0000
00 0 °_n_o.o 0 3�4"-1-1�2" DOUBLE WASHED STONE 4' MIN.
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES peI s
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR vo Ri�e� Ro
COMPACTION. (15.221 [2]) b + CONCEALED WITHOUT INSPECTION BY BOARD OF
cO HEALTH AND PERMISSION OBTAINED FROM BOARD
G % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH.
MIN LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION- 17' SEPTIC TANK 17' D' BOX 12' CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
NO
FACILITY BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND &
NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL (G-W EXPECTED AT WORK. NOT TO SCALE
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS ELEVATION 20't MAP)
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 121 PARCEL 11-22
FAQ SHALL BE REMOVED 5' BENEATH AND AROUND THE
�^ PROPOSED LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED
l AND REMOVED.
1
VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE
IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR
BY HEALTH INSPECTOR 36.88
/ ZONING: RC
PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED /
/ NOTE: CELLAR FLOOR ABOVE
FRONT: 20'
BY THE BOARD OF HEALTH REVISED DURING A PUBLIC ` 37.8 SAS ELEVATION
HEARING HELD ON AUG. 4, 2009 G / 38 SIDE: 10'
3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM �O //g 38 / REAR:FRONTAGE:
: 20 SYSTEM DESIGN.
INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW / _59
40.48 WIDTH: 100' GARBAGE DISPOSER IS NOT ALLOWED
GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) X 9.14 0 / x
AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS G, / WITHIN WELL EXISTING 3 BEDROOM DWELLING
BE LOCATED MORE THAN SIX FEET BELOW GRADE. I 4 PROTECTION DISTRICT DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
9.91
11SF A. 330 GPD DESIGN FLOW
OHO 42 SEPTIC TANK: 330 GPD 2 = 660
x 4 . .4 p x 41.23 BENCHMARK: USE CENTERLINE END ( )
43 .97 p OF PAVED DRt'Q AT EL. 42.0' USE A 1500 GAL. H-20 SEPTIC TANK
/ 44 42.8
TEST HOLE LOGS / 41.0
/ c�2 x � 22 45 46.9�)
/ LEACHING:
DANIEL E. GONSALVES, SE // b, °� 46.96 BASEMENT
` 0 149 s42 - SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
ENGINEER: �� �� 47 x 42.22 PUMP & REMOVE EXISTING
DONNA MIORANDI, IRS // �� 9�F �� G 7 32 Exlsr. 41.6' 1.88 TH 1 2,
°°, SEPTIC SYSTEM BOTTOM 25 x 12.83 (.74) = 237 GPD
WITNESS: 0 45.
JANUARY 7, 2014 2 0 47.1 BUR .o x 44.11 TOTAL: 472 S.F. 349 GPD
DATE: N� 01+ BURNED /
x 7.15 DWELL. 43 PROP. VENT WITH CHARCOAL
PERC. RATE _ < 2 MIN/INCH 4.10 �� �� 47.05 (REMOVE) 43 FILTER AND BUGSCREEN (FINAL USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
i �°C PLACEMENT BY CONTRACTOR WITH 4' STONE ALL AROUND
CLASS I SOILS P# 14231 46 47.50 EL. 49 3N. _ �j, / WITH HOMEOWNER
x 46.41 \43.59 �`�� CONSULTATION)
47 47.39 43 6 1
ELEV. ELEV. \ 4 44 52.24
x 4 lb
0.. 4 42.0' 0., 42.5' titi G� �� 44 3� 5�
48
47.76 \ O4 i c 45 �1
�- 48
FILL FILL 19 48.06 46
x 35 � ,'� 4� ,'� APPROVED DATE BOARD OF HEALTH MA
18" 40.5' 24" 41 .0 � 8.04
SO , 6 x 55.63 EDGE OF LAWN TITLE 5 SITE PLAN
i�
OF
LOT 53
15,000± S.F. 2 o / 30 WEST WIND CIRCLE
c c °o- 55 As 56.45 OSTERVILLE
cy2
PERC M/CS M/CS ° PREPARED FOR
1 'p
'p 0� MARKWOOD CORPORATION
1OYR 6/6 1OYR 6/6 6.63 00
lk JANUARY 29, 2014
i H OF
OF Mg Ss 1M Ov 44,9u off 508-362-4541
��` �c fox 508-362-9880
CAME!A. c-,�SL /c' DANIEL c .�
' VAN '_ A. N �. U.�NIEL ti.
downcope.com
OJALA A.
CIVIL ,..,� ;I d •
C!'�L I OJ.'LA OJA!A U,
No.465 I �4 a� ado wn c1,0e engineering, iac.
1 20" 32.0' 120" A "502 No.4-) 0 r' No.40980
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32.5 °IFS STEF���L � ° ;,E ��`'Y � ,2, °�E °�� °� SSA°�� civil engineers
Scale: 1"= 20 a� 1 �` ;�tin� cNcry „� \r�su . �° r: 9a su E o� land surveyors
NO GROUNDWATER ENCOUNTERED _ 1 r y
9J9 Main Street ( Rte 6A)
3-299
0 10 20 30 40 50 FEET DATE D IEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675