HomeMy WebLinkAbout0028 MEADOW LANE - Health 28 MEADOW LN, W. BARNSTABLE
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TOWN'OF BARNSTABLE
LOCATI0N Z97ed—A0IV /-A r✓ SEWAGE #
VILLAGE ' Gay �` �� i✓�`�✓�d�� ASSESSOR'S MAP &LOT/'33 -6
INSTALLER'S NAME&PHONE NO.��z� �s `�V�' S i 3 a�
SEPTIC TANK CAPACITY ®4
a
�2 4 si
e . C, s ze 3 �3
.. LEACHING FACILITY: (type,�� ( ).'� i f A
NO.OF BEDROOMS l _
BUILDER OR OWNER �e fL/ .T a oL J,> ,s.e
PERMITDATE: leXall" COMPLIANCE DATE: v�
Separation Distance Between the:
Maxim. Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
m
Private Water Supply Well and Leaching Facility (If any wells exist
f 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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3.5
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C. TOWN OF BARNSTABLE
LOCATION,2-F 121f,19Aawa ',4 %✓ F SEWAGE
yR,r1,AGE Gay s T ��2�S:i✓�6 jam' ASSESSOR'S MAP & LOT/33 -6 / 7
INSTALLER'S NAME&PHONE NOAR�•Y
SEPTIC TANK CAPACITY
LEACHING FACII.ITY: (type (size)3 3if X /3 X a
NO. OF BEDROOMS _
BUII,DER OR OWNER
PERMITDATE: 3z%Ao er COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feei
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. I ` a Fee jjo
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
/I PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for M!6pogal gtem congtructiou 'Permit
D3 p
Application for a Permit to Construct Repair( ) Upgrade�bandon( ) Complete System ❑Individual Components
Location Add s or Lot No. Owner's Name,Addre s,.and Tel.No.
Assessor's Map/Parcel :3
7�j�136 !J �S J
Installer's Name,Address,and Tel.No. �` Designer's Name Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms e.1Lot Size sq.ft. Garbage Grinder
Other Type of Building ��' No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) f7 gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and ¢ to place the system in operation until a Certificate of
Compliance has been issued by this of Health
Sig Date 3
/-::;�4
Application Approved by t Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
r _ 1
No. / � (✓ 0 Fee
computer:
in com
THE COMMONWEALTH OF MASSACHUSETTS Enteredp
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
'k 3 01pplication for MOpogal *pgtem Cowaruction Permit
Application for a Permit to Construct(Repair Upgrade(')Abandon O U Complete System ❑Individual Components
' Location Addr s or Lot No. MI 13 Owner's Name,Address,and .el,ip0.
u/Gst.ys ���L l Jo , i✓sa �/ +tl
Assessor's Map/Parcel 3 -3 �
y3� s
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
/7A2
-- o� �75- 36 S o � d irk
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder
., Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 7` 5 5— gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
x
Nature of Repairs or Alterations(Answer when applicable) 1
Date last inspected:
Agreement:
!tF The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not>to place the system in operation until a Certificate of
'Compliance has been issued by this Boa d of Health.
Sign Date
Application Approved by y Date
Application Disapproved by: Date
for the\following reasons i
Permit No. i 9 Date Issued
l+�
i. THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate a 0 Compliance
iftc to f � rixp
THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed ( -, Repaired ( ) -Upgraded ( )
Abandoned( )by
at f f'/ /� d G� G � �/L'' has been con tructed i/n�aJccordance
r with the provisions of Title 5 andd the for Disposal System Construction Permit No. — Q 1 dated
Installer Z' `f` Designer / �lZ 4 N
#bedrooms Approved-design flow gpd
The issuance of this permit:*A0
t b construed as a guarantee that the system will fu c f signed.; °4
Date Inspectto t
-� r/
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
9/ol
1tgpogal,,pgtem Congtruction Permit
Permission is hereby granted to Construct Repair ( ) Upgrade ( ) Abandon/
System located at c V
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Cons ctiod must be completed within three years of the date of thi a it.
Date Approved by l
Town of Barnstable
pFWE T. Regulatory Services
t Thomas F.Geiler,Director
• snruvsrA,- +
q �a Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office:.508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 0&
Designer: DNov, r 1�S" Instal
Address: . F- 0- 60�4- �<,/( Address: dox
On 1l 0 D/ 69 5 T was issued a permit to install a
(date) h, (instaRer)
septic system at Z� �kSnO'*PJ LAN based on a design drawn by
(address)
dated
(designer)
x Iv certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank-
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Re . ations. Plan revision or
certified as-built by designer to follow.
� �ZN OF M Ssgc
moo`' DARttE
o
er's Signature) No. 1140
�SG/STE-RC
I1 gNITAR\P,
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNS ABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE.RARNSTABLE PUBLIC HEALTH DMsION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
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TOWN OF BARNSTABLE
LOCATIONo2-97 � v=u /► �' F SEWAGE #
VILLAGE ' s T /pit s✓s,T✓ ASSESSOR'S MAP & LOT/'33 -6 i 7_
INSTALLER'S NAME&PHONE NOAAI I—v
SEPTIC TANK CAPACITY P 5�i> IL-9/A -s
:y
LEACHING FACILITY: (type d�d�� s (size)3 3� 5 X
NO. OF BEDROOMS _
BUILDER OR OWNER
PERMTTDATE: COMPLIANCE DATE: �10
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
= 1; 5
.6 Co - �
No. S Fee--
BOARD OF OF HEALTH
TOWN OF BARNSTABLE
Zipp[icat ion ArVeil Con5truct ion Permit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repa' ( )an individual Well at:
Location — Add Assessors Map and Parcel
ner
vvt� RWI,v -6 16AdaresD/`0 5-�rJl��E -
---- ------------------
Installer — Driller Address
Type of Building
Dwelling -- --- -
Other - Type of Building-=—--_---_-_- No. of
Type of Well
Purpose of Well---
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
S*
te
Application Approved By —__ ^- --------- �� date
_
Application Disapproved for the following reasons:------ -------------__--_______—_— _____
date
I
- �0 3�f -
Permit No. ssued- ___� --------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed (- -), Altered ( ), or Repaired ( )
by--- -- — _!��� —� rl _`— ---------------
�- Installer
at
has been installed in accordance with the provisions of the Town of Barnstable Board of Healthtt Private Well Protection
Regulation as described in the application for Well Construction Permit No.G J2e_—1..DatedTHE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE--_ -- - Inspector----- -- - - -----—--- -
ft
No.--------f�- Fee
BOARD OF HEALTH
TOWN OF BARNSTABLE
7
Applicatic'n-forlVerl Congtruct ion Permit
Application is hereby mmade for a permit to Construct ( ), Alter ( ), or Repa' ( )an individual Well at:
Location — Add s Assessors Map and Parcel
c2 6tit FhG/�k/ p-y✓�
,JWner W !Address �-
--------------------
Installer — Driller Address
Type of Building
Dwelling- � S __
Other - Type of Building------__—___________ No. of Persons---------------------------- ----
4 Type of Well
Purpose of Well---------- -------------__--
j; Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
Si ® 7 D,r
Application Approved By - -- _--_�__—__________— —�
date
Application Disapproved for the following reasons:--------------------------------------------___—_________
date
i
Permit No.� �G 3 y -------- Issued----_�� ___�--�------------------------
date
------------------------------------------------------------------ ---���----- --------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of Compliance
THIS IS TO CERTIFY, That the Individual Well Co structed (i ), Altered ( ), or Repaired ( )
Installer
at-_- —_ —� _----- -------------------------------------- --- --- -
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No.� �Jd 3- Dated-�G-`7-"- �---
.THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE_----—_— -- - --_ Inspector-- - --------------------------—------- -
-------=--------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Iverl Conoructionpermit
...Fee.-
Permission is hereby granted
to Construct (T\'t),,,,Alter ( ), or Repair ( ) an Individ ell at:
— � tt
No. —— ---- -----r - --
Street
as shown on the application for a Well Construction Permit
No.- __---------- Date - -----------------------------------------------
DATE Board of Health
. � ( - - -- ------
11/16/2005 03:39 FAX 508 362 7770 Deacn Munroe House 1 002
AjVWR07WCq LAB0RATORL INC
MA CE':l X NO.:M-MA 063
BJan Sebastian Dr Unit#12
Sandw ich, AL4 0563
(909)88&6160 1.800-339.6460
FAX(508)88&"46
CLIENT: Ned Lynch LOCAnON: 25 Meadow Ln
ADDRESS: 28 Meadow Ln W Barnstable MA 02668
W Bamstable MA 02668
COLLECTED BY: Ed Meehan Wells SAMPLE DATE: 10/14/2005
SAMPLE TIME: WA
WATER SAMPLE TYPE: New Well DATE RECEIVED: 10/14/2005
LAB I.D.A 0510270
WELL SPECS.: W 10'
RESULTS OF ANALYSIS:
Parameters Units ReccImmended Results Method Date Analyzed
Limits
Coliform bacteria /100ml 0 0 9222 B 10/14/2005
pN pH units 6.5-8.5 5.71 4500 H+ 10/14/2005
Conduc.fance umhosidn 600 88 120.1 10/14/2005
Nitrate-N mg/L 10.0 1.39 300.0 10/14/2005
Nitrite-IN . mg/L 1.00 40.004 300.0 10/14/2005
Sodium mg/L-' 20.0 5.7 200.7 10/19/2005
Iron mg1L 0.3 0.1 200.7 10119/2005
Manganese mglL 0.06 0.038 200.7 10/19/2005
COMMENTS: Low pH indicates high corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
ND=None Detected•
<=less(than
>=greaia,r than
TNTC=t:)o nume'rous to count
4
onald J.Sa
Laboratory Wrector
T02N OF BARNSTABLE �,(.
LOCATION SEWAGE # 9�'" L �T-
VILLAGE W p- ASSESSOR'S MAP& LOT I33 319
INSTALLER'S NAME&PHONE NO.'T, P ��� c' �" '3"d
SEPTIC TANK CAPACITY O f�
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER U,F>e-fJ4 e 1N
PERMITDATE: - `SJ COMPLIANCE DATE: 1/2— -7 - .�3J
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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) 16 2...-- Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) /LJQGy-QFeet
Furnished by
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No. L Fee --"
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETT
01pplication for �Digool *pgtem Cottgtruction Permit
Application is hereby made for a Permit to Constru ( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. M k1kL, Owner's Name,Address and Tel.No.
W e 41
Installer's Name,Address,and Tel.No. 3U 6 C) Designer's ame,Address and Tel.No.
r /12 a /L��✓ Z�
Type of Building:
Dwelling No.of Bedrooms Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) A/s70-I /rV•,e_ 4-elf e—k '4!!zAa
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 o i 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue by t is Board of�alth. _ �+
Signed //-- !�`'" — Date
Application Approved by
Application Disapproved for the followi reason
Permit No.��?Tf-f� Date Issued
---.— -- -- — -- ————————— ——————
No.
Fee
THE COMMONWEALTH OF MASSACHUSETTS 3
,PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE} MASSACHUSETTS
3pplication for Migogal *p!5tem Contruction Permit
Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and Tel.No.
jj
Installer's Name,Address,and Tel.No. 36 6 U Designer's ame,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Garbage Grinder( )
Other_ Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures f
,Design Flow rt gallons per day. Calculated daily flow gallons.
Plan Date ' Number of sheets Revision Date
Title
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system,
in accordance with the provisions of-T ft 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by t is Board ofi alth. _
.`i 'Signed ^.""" ,�. Date
h"
`i
Application Approved by
Application Disapproved for the followi reason
Permit No.��5r— 7 V V Date Issued
=_—__——_________ __=___=_
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance -
F THIS IS TO CERTIFY that the On-site Sewage Disposal System installed( or repaire44replaced.( )on ¢
/t°'��MV-4 `A/. by .J � 1010 /ti for f4-0-a°
as I has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated -
Use of this system is conditioned on compliance with the provisions set forth below:
No. L Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
lwi5po5al *pOtem Cougtruction Permit
Permission is hereby granted to .1 ., r v S
to construct( pair(f."'an On-site Sewage System located at t e of a l t/ ""
��
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
All construction must be completed within two years of the date below.
Date: 9 - C/- �� Approved by
i
- j
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS)
I, )y s Mo/e/w, hereby certify that the application for disposal works '
construction permit signed by me dated Sf �- 5' S , concerning the
property located at o*d 4') 14- 1Z'LP meets all of the
following criteria:
• There are no wetlands within 300 feet of the proposed septic system
• There are norprivate wells within 150 feet of the proposed septic system
• The observed groundwater table is 14 feet or greater below the bottom of the leaching facility
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
SIGNED : if
DATE: "f'
S�
LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER
[Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
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EXISTING
Do— SPHALT ROOFING
EXISTING
Q96'%5]'
Q
• � EXISTING _
TYP. IX8/IX3
RAKE BRDS. IX8 SHIP-LAP
SIDING
go
PROPOSED FRONT ELEVATION
y SPHALT ROOFING
A"'.LA', Y,I I I
EXISTING
YP. IXB/IX3
AKE BRDS. /G SHINGLES
EXISTING °
00
fl•� 6' OR
IEi� TYP.IX5/IX4
NR.BRDS.
PROPOSED REAR ELEVATION
1 PHALT ROOFING
SPHALT ROOFING
1
® ® ® ® ® ® EXI rING
W/G SHINGLES
® ® /C SHINGLES
' TYP. IX5/IX4
TYP.IX5/IX4 NR,BRDS.
NR,BRDS.
PROPOSED LEFT ELEVATION PROPOSED RIGHT ELEVATION
BUILDER JOB ADDRESS DESIGN „„n��� ,� nO���^Q�n n� ��� DATE REVISION DRAWN BY PAGE SCALE
RW ANDERSON d SON'S JOHNSON AND KALOOS PROPOSED TWO CAR //�//// � �/[�-//(� �`(�% [//^\�J// , 10-18_14 1 « JB •--LOF-5- va°•I'o° J� Deeigns
28 MEADOW LANE GARAGE AND BREEZEWAY W 10 FURCHASE OF DRAWINGS LEAVER FUR-1-REBPONBIBLE FOR CAMPLIANCE URN ALL !])EXACT 612E AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3l ALL FOOTINGS SHA L EXTEND BELOW FROSTLINE VERIFY
�( f LOCAL WILDING CODE&AND ORDINANCES.A DESIGNS MAY NOT BE WELD RE NSIBLE MU5T BE DETERMINED BY LOCAL BOIL CONO TIONS AND ACCEPTABLE (4)VERIFY STRU—AL ELEMENTS FOR DE—N°SIZE P.O.BOX�5• �Jt'�BJ.�I94-9534
WST_ A. NSTA I IA ... Q FOR SITE COND TIONS OR FOR HE 9E OF NEBE pRAUNGS WRING CONSTRUCTION. FRACT CE9-OF LONSTR CTON.VERIF DES GN UI H,LOCAL ENGINEER... WI H LOCAL ENGINEER PND d 1 DING OFFlCIAL&. . E&J BdRMJJCB E HA p 6Fp -,-_ --
E B R BLE,
5"POURED GONG.SLAB
d p d � p d oo
° a
N / CONCRETE WALL '� LATERAL/DAMP.PROOFING CSA ,F ANCHOR BOLT AND UPLIFT
APPOED
p / 3'X3'XI/4"PLATE WASHER
j / D ° COMPACTED GRANULAR / GARAGE SPADING 2X6 PT PLATE SHEA
EXISTING
GARAGE �/ ♦ �7 • ,• °,
EXISTINCx 2X4�KEY o.c.
HOME /10"X22"CONIC FTG./ V" p 0 e ko °• l"MIN. °
• ••di, °di, 1 a s, d°s• °di,� a• O.
FOUNDATION WALL
D °� �.0°°��aa,e�ad:• •,•d•.•. •`a•e .°d•. . d•s d•A a. . •'°d
6"-12"FROM END ° ° "• ° '
EX15TING FOOTING BREEZEWAY FOOTING DETAILS 8" CONCRETE WALL °•' OF PLATES
FIRST FLOOR ^d.°• • Ao•° ,°a•°'•aa•�••^d•°••ad•••• Aa°•
:ad.e .°a,..°d...
4"POURED GONG,SLAB e e e e, .•
v `a. a.c�a•'.
/11' CONCRETE WALL
DAMP.PROOFING
j APPOVED.
,D
TYP, ANCHOR BOLT SPACING
COMPACTED GRANULAR / 23'-0"
2X6 KEY
10"X22"CONIC.FTG. V
SIDING BARN DOORS
/ t7Cc 'p ............................
1 I
' ' FOOTING GARAGE FOOTING DETAILS 811 CONCRETE WALL
I I i
•
IPROPOSED I j _ __-------------------_________ _______..................... _
GARAGE i q.
I
' 15/9"F.C.DRYWALL I '
i I o WALLS-CEILING.
•
i-2XI2 C.J. i .,__
a W'O.G, i 4'_bn 4-61 •
i _ •
— _
I I 9'-On
B EP O
O ; F<�TN i _ __ __ __ _ ; ! •'2%P'9Ew_G!l'#Sk:.�-, YP.9fe•
1 tout,xae I •-
_ _ •
1 W/ L POLY I i
1 AND F9 FM.EBH O uNcXc_.AY A I CD
-M
oR ECU9 I PROPOSED
Q OPEN �' • I/4 A
1 22 1 BREEZEWAAY�
4 e TY-s•z.
N I W f
I •
i 1 ° 41 ' tout.ELAe pp I:
I I Y EI �
I9 V O AND RBERM IN! - • _________________________________________________________ �/+I
------- ----- _ ......
1 EXISTING
I U '
HOME
P.4x4 Pt PoeI 10LS_S EXISTING
F.,,,, ,, BASEMENT
l i i t IT- 1
i 1 I I * ........
Q
.
.............. ...................
6'_2" 10'
- - 32'-0" '
PROPOSED FIRST FLOOR FOUNDATION PLAN A
BUILDER JOB ADDRESS DESIGN - DATE REVISION DRAWN BY PAGE SCALE
RW ANDERSON < SONGS JOHN50N AND KALOOS PROPOSED TWO CAR WWW,MNOMEDE 16 O,CO " 10-18-14 w JB •__LOF 5 1/4".ro^ J� D�slg�ns
28 MEADOW LANE GARAGE AND BREEZWAY W fU PUROHA.E OF DRAWNGS EdVEe P RCHABER RE.PONSIE E FOR COMPL ANCE y0p ALL (U E%ACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTING. 0 ALL FOOTINGe SHALL E SND BELOW FROVLINE VERIFY D P H.
F- LOCAL BU LONG CADS AND ORDINANCES•Jp DE&GN.MAY NOT EfE HELD REBP I—E MUST BE DETERM NED GY LOCAL SOIL CONDI b AND ACCEPTAME fA)VEROT.TRUCNRAL eLEMENTS FOR DESIGN.&ZE F%a HOX�.
WEST-BARNSTABLE,_-1'1A _ of FOR S TE CONDTION9 OR,FOR HE USE OF THESE DRAWNG.pwM CONe RUC ON... . f RACNCEB CONS RUCTION..VERIFY DE•NGN W M LOCAL ENGINEER._ .W M LOCAL ENGINEER AND d LLDNG OFRCIA S. Eel6ARWI/BLE 6 AAu._ J 494
n�oa ,
TTr.eLbcaNG - RIDGE PENT ••1 ••i�••-{;•••il•-•il.•-il
2XIO RIDGE
RIDGE VENT __:l__ __:1--�--1
- 2X8 RAFTERS o 16"O.C. 2XIO RIDGE
1/2"ROOF SHEATHING
15-ASPHALT PAPER 2X8 RAFTERS o I6"O.G.
ASPHALT SHINGLES I/2"ROOF SHEATHING EXISTING
ATTIC 15-ASPHALT PAPER SECOND UMNNABUBLE
ASPHALT ISHINGLES FLOOR ASPHALT ROOFING
11� —TYP.?X6'e o 16"O.C.—, II I N II 15-ASPHALT PAPER
U 2xlti e G.J. 1/2"SHEATHING
o I6"O.G. TYP. 42.5A TIES
p 2X12'e C.J.0 16"O.G.
_ —
P ® IX3 STRAPPING IX6 T/G BRDS. DRIP EDGE
U m 5/8"F.G.WALLBOARD
5"GUTTER
may. 5/8'F,C-WALLBOARD BREEZEWAY EXISTING
aO �, ,- --- - 2X4'e o 16"O.G. FIRST FLOOR
1 -• --- --- ------ --- 1/2"WALL SHEATHING 1/2"WALLBOAR
GARAGE
HOUSE WRAP OR EQUAL IXB FACIA
r SIDING 5"CONC.SLAB IX6 SOFFIT
2-I/4"VENT
4"CONC.SLAB I-3/8"BED MLDG.
2X8'.o I6"O.C.
�PY�• :1 -- NOTCH FRIEZE
TO RECEIVE SIDING.
EXISTING
BASEMENT
2X10 RIDGE —
.I F
2X8'.f 16"O.G, CROSS SECTION (C) .
u!; EA V
»I SAVE DETAILS
ROOF FRAMING PLAN
RIDGE VENT
2XIO RIDGE
RIDGE VENT OI ill
2XIO RIDGE
2XI0 RAFTERS o 16"O.C, I�� ASPHALT ROOFING
I/2"ROOF SHEATHING
2X8 RAFTERS o 16'D.C. n 15•ASPHALT PAPER 15W ASPHALT PAPER
I/2"ROOF SHEATHING ASPHALT SHINGLES �
I/2"SHEATHING
15-ASPHALT PAPER d TYP.H2.5A TIES
ASPHALT SHINGLES
ATTIC 2X10'e G.J,0 16'O,G, a
DRIP EDGE
I� UNINNABRABLE —r �
IX6 T/G BROS. ® X 5"GUTTER
2X6'e o 16"O.C.
2XI2'e G.J.0 16"O,G., IXB FACIA
{ � 0 BREEZEWAY
IX6 SOFFIT
-- — IX3 STRAPPING °�� TYP.ABA44 BASE 2-1/4"VENT
5/8"F.G.WALLBOARD ® m (UPLIFT 55) 1-3/8"BED MLDG.
. N 5"GONG.SLAB 2-2X8'e -
+ 5/6"F.C.WALLBOARD _
—' - ... ... .. Q � TYP.BC4 CA
P
2X4'e o Ib"O:C: ;� e p (UPLIFT 980)
$ GARAGE 1/2"WALL SHEATHING — '— a Q a W
Q HOUSE WRAP OR EQUAL �-
SIDING Q IL
� 4 x
-- — 4"CONC,SLAB _ _ { 0
CROSS SECTION (B)
-- - v EAV
E"8 BREEZEUJAI' POST "5 EAVE DETAILS
CROSS SECTION (A)
ANCHOR DETAILS
BUILDER JOB ADDRESS DESIGN p DATE REVISION DRAWN BY PAGE SCALE
RW ANDERSON s SON's JONNSON AND KAZOOS PROPOSED TWO GAR w`^��^'o eJo fnI�° ° �`�all�1 o 10-4-14 « JB of 1/4"-1'-0"
28 MEADOW LANE GARAGE AND BREEZEWAY W 11 PUR -E OF ORAWNGB EAVF9 PURCNABER REBPONB B E FCR COMPLIANC5—4 ALL A)—11 NTE AND RBNFORCE ENT OF ALL CONGRETS FCOTINGe �dLL FODTINGe-A"-TEND BELOW TROBT——11 OEPiH,
_- _ . .. - ... _ .. -.. ..-. - _ _ . . . A-L MG - -WEST BARNSTABLE, MA I LOCAL WILDING CODEB dND ORDINANCE$b—E N9 MAT NOT BE NELO REBPO'—E MUST DE DETERMINED BY L—BOIL CONORION5 AND AC CEP AB E U VERIFY eTRU—AL'lEM FOR—GN.93E P.0.BOX]� l30W 494 9534
- _ - Z I FCR eITE CONdTIONS OR FOR TN-M.OF TNESE pRgygNGg gJRMG CONB-RUCTION. PRACTIGE9 OF COMBiRIlGT10N.VERIFY DEBIGN WIiN LOCAL ENGPIEER. UN LOCAL EN^NEER AMJ BULLD OFFlUAL0. _, LLEGT 6ARMJTIB(E Kl 0.YM
1
EXTEND HEADER
TO KING STUD
rWALL LENGTH•�,0" ---,
•sh}'.:S I FULL HEIGHT SHEATHING-4'-I0"I
ACTUAL SHEATHING•_%
(MIn,Required�Z_%)
NAIL TOP PLATE I EDGE NAILING•-a'_O.C. I EXISTING
TO HEADER WITH FIELD NAILING•-a'-_O.C,
NAIL HEDULE';i;,•'. :%:�, II TWO ROWS OF Ibd L_—_—.—_---_--J
8d COMMON NAILS AT 3"O,C.
AT 3"O.C,
2 5/9"ANCHOR BOLTS WITH CONTINUOUS S 1/2 LVL.
3"X3"PLATE WASHERS
WALL ALL 'BAIL = ® rWALL LENG
W TN•_Il,-6"
FULL HEIGHT SHEATHING-It-("
ACTUAL SHEATHING•JpQ-%
•° I'''I, -lei -lM- I (Min,Raqulred IOo %)
° ° '• RATIO• 1,25
•.AA•E ,AA•e•AAA•°Aa°.°A•A I EDGE NAILING•-2_O,C,
A - L 33'-0" L. IELD NAILING•_12'_O.C.-_-J
SHEAR WALL FRONT ELEVATION
GARAGE OPENING DETAILS
EXf INCx oo .:.
SHEAR WALL RIGHT ELEVATION
rWALL LENGTH•,3'-IY'
WALL LENGTH-4Q` ' , I FULL HEIGHT SHEATHING-I2,_O„
FULL HEIGHT SHEATHING-32'-b"I ACTUAL 52 % i
ACTUAL SHEATHING•_AL-%
(Min.Required-lL-%) I RATIO- 1.25
RATIO• 1.25 I EDGE NAILING._3_O.C. II
'FIELD NAILING•J2_-—
EDGE NAILING- 6"O.C, I L.—_—_—_— _—_J
L.
FIELD NAILING- I2„O.C. -
-------------
EXISTING
:`:`.SHEAR".'r:'' :`l.SHEAR'••'i:`f r'.' '
SHEAR:.:'.
WALL •` WALL ;'�1llALL '+;'WALL SHEA :SHEAR. ,'SHEAR. ,SHE
WALL :WALL r 00 y •L1ALL WALL
6 oR
2
L 40 0II
23'-O"
SHEAR WALL LEFT ELEVATION SHEAR WALL REAR ELEVATION
GUILDER JOB ADDRESS DESIGN n nO n � n n� R DATE REVISION DRAWN BY PAGE SCALE
RW ANDERSON E SON'S JOHNSON AND KALOOS PROPOSED TWO GAR L�l/l)�/�L//l�(l/l vl/J/ l/l^\�f (/ // 10-4-14 JB •�oF� va°•r-o" J8 p�sig�ns
28 MEADOW LANE GARAGE AND BREEZEWAY W M PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL })E ACT 612E AND REINFORCEMENT OF ALL=A ROTE FOOTINGS -ALL FOOTINGS ENALL ENTEND BELOW FROETLNE VERIFY DEP H.
I 1 �r LOCAL BUILDING CODE.AND ORDINANCE.,A DESIGNS MAY NOT B ESPON E HELD RSIBLE MUST BE DETER NED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE -VERIFY STRUCTURAL ELEMENTS FOR DESIGN T SIZE P.O,BOX 905
.. _ ..__.... .. _.._._. .. .. .. __ _. _.. _.__.....WEST--BARNSTABLE, MA-... - ..-. ..ZI.e FOR SIiE CONDITON9,OR FOR THE U.,E_OF.THESE DRAWNGE,GIRING CONSTRUCTION.. ....PRACTICES CONSTRUCTION.VERIFY DESIGN U4M LOCAL ENGINEER. .,WTTN,LOCAL.ENGWEER AND WROMG.CFFlCIAL... U£1r BdRN.TAeLE III O.I°6..' �r gJ•4 -�J-�"�
AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS MPH WIND ZONE L� WINDZONE
MASSACHUSETTS CHECKLIST FOR COMPLIANCE(l80 CMR 5301,2,I,Ij � CHECK1.1 SCOPE COMPLIANCE U U SU�U/ <ll \v G/�---� '
WIND SPEED(3-SEC.GUST)...__.._.__________________________________________________________________.IIO HPH
WIND EXPOSURE CATEGORY---------------------------------------------------------.......................a
1,2 APPLICABILITY
NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF
1_STORIES C 2 STORIES_1(_ JOINT DESCRIPTION COMMON HAWSER OF NAIL SPACING
ROOF PITCH.........................................(FIG 2) ..................................... II/12 (12,12 1/ NAIL B BOk NAILS
MEAN ROOF HEIGHT..................................(FIG 2) ....................................._lb._FT<33'_)L ROOF FRAMING
i BUILDING WIDTH,W...................................(FIG 3).,-•,__.......__.....................32_R<50. V,
BUILDING LENGTH,L.-._____________________________.(FIG 3)...._...._.._..__.._.._.._...........�Q FT<BO'�L BLOCKING TO RAFTERS ROE-NAILED) 2•ed 2-IOd EALN END
BUILDING ASPECT RATIO(LAU)........................(FIG 4)..................................... 1.25 <3:1_�L — RIM BOARD TO RAFTER(END•N,ULED) ]-ibtl }I6d EALN END
NOMINAL HEIGHT OF TALLEST OPENINGT______________„(FIG 4)......................................fi$�(b'B°�L C; \\ \ WALL FRAMING
1.3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4•Ibd 516d AT JOINTS
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. �L STUD To STUD/FACE-NAILED) 2-Ibtl 2-Ibd 24'O.L.
TYP,FIELD NAIL SPACING HEADER TO HEADER/FACE•NAILED) 16d 16d 16'O.C.ALONG EDGES
2,1 FOUNDATION Ed COMMON o 6"O.C. _ FLOOR FRAMING
FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 .'• JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4.8.1 4Hod PER JOIST
CONGRETE................_.__....___.__._.._.____._............._._.__.._______.._.._....-....___...__. �L BLOCKING TO JOIST ROE-NAILED) ..Ib2-5d 2-16d EACH END
TYP•l/16"WOOD " '
CLOCK
ONCRETE MA90NRY____________________________________________________________________________________ �_ '. •.;i�'•• •"••' LE06EBLOCK STRIP
SILL
OR PLATE(TOE-NAILED) 3-16d 4.d EACH JOIST
STRUC7URA PANELS ,i LEDGER STRIP TO BEAM OR GIRDER!PALE-NAILED) 3.16tl 4-Ibd EACH JOIST '
2,2 ANCHORAGE TO FOUNDATION' '' ••'- JOIST ON LEDGER O BEAM ROE IL-NA ED) 3-Sd 340d PER JOIST
9/B"ANCHOR BOLTS IMBEDDED OR 8/0 PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY \ 'i •+ BAND JOIST TO Ib
J019T(END-NAILED) 3-Ibd 4- d PER JOIST
BOLT SPACING-GENERAL .........................(TABLE 4)...................__________..__.._-- 944_IN. I/ \ AND JOIST TO SILL OR TOP PLATE(TOE-NAILED) Mad }Ibd PER JOISt
BOLT SPACING FROM END/JOINT OF PLATE._.._._..(FIG 5).,_...............................6'_':12"IN.C 6°-12"�_ ,• ROOF SHEATHING
•;, .'.,
BOLT EMBEDMENT-CONCRETE.....................(FIG 5)-------------._______.______.....,__..�—IN.>l"�L � `• •• •••".
BOLT EMBEDMENT-MASONRY.,....................(FIG 5).__....._.....__......__._____.___._....0 IN,)15" 1/ TTP.EDGE NAIL SPACING ---' —'— WOOD STRUCTURAL PANELS
' • - ' :• '• " RAFTERS OR TRUSSES SPACED UP TO 16"O.G. etl IOd 6'EDGE/b'FIELD
PLATE WASHER...................................(FIG 5)......................................)3"X3"kl/4"�L `, (ed COMMON a 6"O.0 ,• ,•
';•, \\ \ \\ \ i.,• RAFTERS OR TRUSSES SPACED OVER 16"O.G. ad IOd 4'EDGE/4"FIELD
3.1 FLOORS '\� - •• GABLE ENDWALL RAKE OR RAKE TRUSS ad IOtl 6°EDGE I b°FIELD
FLOOR FRAMING MEMBER SPANS CHECKED............(PER 180 CMR 55.00)---------------------------------- _)L RAFTER CONNECTIONS WITH NO GABLE OVERHANG
MAXIMUM FLOOR OPENING DIMENSION.................(FIG 6)...................................... n FT<12,�L NON- ,'•,TYP,H2.6 TIES •',•'' ,' GABLE ENOWALL RAKE OR RAKE TRUSS Bc1 IOd 6'EDGE/6'FIELD
TP.HORIZONTAL DOUBLE
FULL HEIGHT WALL 9ND5 AT FLOOR OPENINGS LESS 7'FROM EXTERIOR WALL(FIG 6)....................•__.___.. �L LOADB4EIGWT '. WISTRUCTVRAL CUROOKER9
STUD HEIGHT '` NAIL EDGE(STAGGERED NAIL
MAXIMUM FLOOR JOIST SETBACKS .. GABLE ENOWALL R°KE OR RAKE TRUSS Bd IOd 4`EDGE/4'FIELD
UPLIFT PATTERN ad COMMON 3"O.C. W/LOOKOJT BLOCKS
SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG l).....................................Q R<d_�L w'p1
MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL - _ ,',.' '+' OADBEARING CEILING SHEATHING
' .'.
SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG S)......................................12_FT(d�_ HEG14T 20' YP.1/16'WOOD STRUCTURAL STUD HEIGHT GYPSUM WALLBOARD lad COOLERS - l"EDGE/104 FIELD
FLOOR BRACING AT ENDWALLS... -------------------(FIG 9)......................,...............---------- VERTICAL PANEL-SHEATHING
FLOOR SHEATHING TYPE..............................(PER 180 CMR 55.00).........,........................ �_ I MAX-WALL WALL SHEATHING
FLOOR SHEATHING THICKNESS.........................(PER T80 CMR 55.00).......................... IN._)L ••••- ••-• •°. YP VERTICAL EDGE NAIL HEIGHT 10, WOOD STRUCTURAL PANELS -
FLOOR SHEATHING FASTENING........................(TABLE 7)��NAILS AT_f2�JN EDGE/SIN FIELD�L •. •. •.+''.'.' SPACING(ed COMMON STUDS SPACED UP TO 24'O.C. ad IOd 6°EDGE)U"FIELD
4.1 WALLS O.C.) U2"AND 25/37'FIBERBOARD PANELS ad 9'EDGE/6"FIELD
WALL HEIGHT ,I I IR'GYPSUM WALLBOARD Ed COOLERS V EDGE/10'FIELD
LOADBEARING WALLS.,...........................(FIG 10 AND TABLE 5).......................Q FT<10'�L YP.FIELD NAIL SPACING FLOOR SHEATHING
,
NON-LOADBEARING WALLS._.._..._...............(FIG 10 AND TABLE 5)..______--_..._.._.....�_FT<20;�_ i'•i'•+ WOOD STRUCTURAL PANELS
• • Sd COMMON•_O.C.
WALL STUD SPACING.................................(FIG 10 AND TABLE 5) QIN<24"O.C._1L '• " " " " I"OR LESS btl IOd 6'EDGE/IY FIELD
...................
WALL STORY OFFSETS..................... .......(FIG l 4 8)......... Q FT<d '• GREATER THAN I" IOd bd 6°EDGE/b FIELD
4.2 EXTERIOR WALLS' — _ — — — —
WALL STUv9 GENERAL NAILING SCHEDULE
LOADBEARING WALLS.............................(TABLE 5)............................2X_4_-_iLFT121N %/ - LATERAL
NON-LOADBEARING WALLS.........................(TABLE 5)------------------------_...2X_4._-_ja_FT_Q_IN_I/ ••..
GABLE END WALL BRACING' ♦ ♦ ,° °
FULL HEIGHT ENDWALL STUDS______________________(FIG IOJ............................................•. � •,! •,.,-- •° ,'0•• l'e ••' d•a .'d•e.
WISP ATTIC FLOOR LENGTH.........................(FIG IU._____--____........_.._____._.____: FT>W/3 ° .. `• e
GYPSUM CEILING LENGTH(IF WSP NOT USED)........(FIG IU................................... e) FT)0.50 1/ ° ., ..t.
AND 2X4 CONTINUOUS LATERAL BRACE•6 FT.O.G.(FIG IU............................................... _)L '"• •'a
'a
e d v d•e SHEAF a d•e d•♦d;
OR IX3 CEILING FURRING STRIPS•16"SPACING MIN.WITH 2X4 BLOCKING o 4 FT.SPACING IN END............ �L `. '� e e ° o � DOUBLE TOP PLATE
e p o
JOITOR TRUSS BAYS.........................._-------------------------------------------------------
6 �_ • • '.• .
d•a• 74"O.C.MAX. a a •' 24°O.C.MAX.
♦
DOUBLE TO PLATE .4•e 1•e 0•a • °s d�e • '
STUD SPACING,. ,, ,, ,, STUD SPACING°1dro
SPLICE LENGTH.................................(FIG 13 AND TABLE 6)---------------------------�_FT_1L ••,�• _ ° ,♦
SPLICE CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 6)................. __..____._8_ _�L ♦! ♦,! i!' r,• s•• •,• r,! •,!• •, ° r - _ _ _
LOADBEARING WALL CONNECTIONS •e d•e.°d•e d•e d•e ro )•a .'d•e.'d•e.'da 90• _
LATERAL MO.OF 16D COMMON NAILB).._.._......(TABLE l)..............................._._.__._.1 ._)L '.' o '.' . ': ♦ ': ♦•' + ': • '• ,''d' d
NON-LOADBEARING WALL CONNECTIONS '' ''•' °" w a •••'•d;e a d;e •° d• a d• DOUBLE HEADER
LATERAL(ND.OF Ibd COMMON NAILS)------ (TABLE B).......................................—2_
LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLES) '
HEADER SPANS.. (TABLE 9).............................3FT 0 IN.<11' V
SILL PLATE SPANS............................._.(TABLE 9)............................... �T QJN.C II'_'/ RILL
FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE 9)._......__..,......_.______._.__..._._._2_ �L MAXIMUM WALL STUD HEIGHT , STUD SPACING ,
EIGHT
NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) STUD
HEADER SPANS................-----------------(TABL F E 5)............................. QIN.<If= RAFTER CONNECTION AND WALL SHEATHING
SILL PLATE SPANS..............................(TABLE 9).__...........................QFT QIN,<12'1_ OUBLE JACK STUD
REQUIREMENTS AT EACH END OF HEADER
FULL HEIGHT HEADS MO,OF STUDS) _______RABLETANE......................................_.___3_ .�L MINIMUM '
N_MBE,4 OF WINDOW SILL PLATE
EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR 91FN!TANEOUSLI• HEADER SPAN HEADER UPLIFT LATERAL
MINIMUM BUILDING DIMENSION,(W) (FT.) SIZE RILL-HEIGHT (LB.) (Le.)
NOMINAL HEIGHT OF TALLEST OPENING".........................................................b�<6'8"_)L STUDS y
SHEATHING TYPE. MOTE 4)............. ..................... 112_IN,_>L
EDGE NAIL 5PACING.............................(TABLE 10 OR NOTE 4IF LESS).................... IN.�L 2' 2-2X4 I 2ll 132 L
-.._._..__
FIELD NAIL SPACING.............................(TABLE 10) .._.._._...._...._.___._...._..______IN._1L SEE PAGE 4 OF 5 3' 2-2X4 - 2 55 198
SHEAR CONNECTION(NO.OF 16d COMMON MAILS) (TABLE 10)......................................_ �L 4' 2-2X4 2 554 264
PERCENT FULL-HEIGHT SHEATHING.................RABLE 10)._,__..__________,_-_______.___----__
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8"(DESIGN CONCEPTS)......................... I/ ' 5' 2-2X4 3 693 330
MAXIMUM BUILDING DIMENSION,(L) :: 6' 2-2X6 3 831 396
NOMINAL HEIGHT OF TALLEST OPENINGT........................................................43<6'B"_)L � .:\• .• .:G' .A� .:\:•
SHEATHING TYPE________________________________MOTE 4)........................................ _ l' 2-2X8 3 9l0 462
EDGE NAIL SPACING.............................(tABLE It OR NOTE 4 IF LESS)...................._IN. I/ _ 2-2XI2 3 1,108 528
1 : .'d• .'de .•d•e .°de .'d• .'de .'de .•de .'de .'d� .
8' °
FIELD NAIL SPACING.............................(TABLE IU....................................... IN._)L SEE PAGE 4 OF 5 •• • ° ° •• d •' a �. •d'w• �,
SHEAR CONNECTION(NO.OF Ibd COMMON HAILS) RABLE IU......................................._ _,L 9' 3-2XI0 3 I 4l 594 'F•a •. °. ••. ••a aA°• a�'• ° '•'\
°. . .,� e
PERCENT FULL-HEIGHT SHEATHING (TABLE IU .. % _�L 10' 3-2XI2 4 1,385 660 '° •'o. d•A .'d•e .°d•e .°d•• q•• .'.°d•e d•e
....... .............................._ , . TIP-.ANCHOR BOLTS AND
'8"5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6 (DESIGN CONCEPTS)..._......_.._._. �_ -•-----•-� II' 4-2XI0 4 1,524 l26 • ' ♦ �,!♦ e• 3X3XI/4" ° ,° PLATE WASHER,: ♦ '
WALL CLADDING a .'d•a .°d•a .'d•♦ .'dro•.°d•a d•• d•ed•e d•e ,° •d•e .'
RATEDFOR WIND SPEED?........................__.____.____..__.___.__..____......_.._........_______..
WALL OPENINGS - HEADERS '
5.1 ROOFS .,•. ° ., ° ° r ., °, •,
ROOF FRAMING MEMBER SPANS CHECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBR5 WEESITE) IN LOADBEARING WALLS '° .'d•e .'d•: .'a•e .'d•:•.°d•:•.'d•:•.°a•: .'d•e .'o•. °d•.
ROOF OVERHANG___________________________________(FIGURE IS)--------------AFT<SMALLER OF 2'OR L/3
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS .'d•e.°de d•a .'0•e .'d•e.°d•e .°d•e d•a .'A-. .',6
PROPRIETARY CONNECTORS '.' ♦ '.' • '.' ♦-'.' ° •.' s '' ♦ '' ♦ • s '
UPLIFT.......................................(TABLE I2).....................................U.2e PLIF
LATERAL..................................... .....................................L-j39PLF_)L
8NEAR_______________________________........(TABLE 12)................_....................S.-]]-J'LF_)L
RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131--------------------------------T.j94PLF_)L
GABLE RAKE OUTLOOKER.......................-....(FIGURE 20)..............nFT<SMALLER OF 2'OR L/2�L
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS
PROPRIETARY CONNECTORS
UPLIFT____________________________________,_.(TABLE H).....................................U.4f,T-yIS._)L
LATERAL(NO.OF 16d COMMON NAILS)----------(TABLE 14).....................................L°14$)-B. STUDS AND HEADERS
ROOF SHEATHING TYPE______________________________(PER 180 CMR 58.00 AND 59.00)-------,..............
ROOF 5HEATHING THICKNESS............................................................... 1/2 IN.)1/16"WSP.-1L AROUNDii WALL OPENINGS
ROOF SHEATHING FASTENING..........................(TABLE 2)---------------------------------------------
�L IV
BUILDER JOB ADDRESS DESIGN - DATE REVISION DRAWN BY PAGE SCALE ,
RW ANDERSON d SON's JOHNSON AND KAZOOS PROPOSED TWO GAR �v ' v " 10-4-14 i► JB •�OF� 1/4'-1'0^ ✓B Des/glns
28 MEADOW LANE GARAGE AND BREEZEWAY F W lU PURCHASE OF CRAWINGSEAV LES PURCHASER RESPONSIBLE FOR COMP IANCE WTHLL A ])EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTNG5 0)ALL FOOTING5 SHALL EXTEND BELOW 7LINE VERIFY DEPTH.
H' LOCAL ElU""d CODES AND ORDMANCES,JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFT STRUCNRAL EIETU N 5 FOR DESIGN•SIZE P.0.BOX]S.5
WEST BARNSTABLE, MA zl. FOR SITE CONDITIONS OR FOR HE USE OF THESE DRAWING!OURING'CONSTRUCTION. PRACTICES OF LONSTRIICTION.VERI Y DESIGN WITH LOCAL ENGINEER.' WRNLOGAL`ENGINEER AND&WLOWG OFFfC L5. WFAT BJRNGTAB E MA OWb ( BJ..494_9534 -.
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BARRYJONES4iENRY DESIGNER" 7 OF
TOP of STANDARD NOTES
FOUNDATION
EL 30.0 Raise covers to Rithin 6" of 1) THIS PLAN IS FOR THE INSTALLATION OF A SEPTIC SYSTEM
finish grade install risers as needed VENT WITH
HALL CONFORM TO 310 CMR 15 000, THE STATE ENV
FILTER 2) ALL INSTALLATION PROCEDURES AND MATERIALS S . IRONMENTAL CODE,
N.G. GROUND SURFACE EL__31f --- Barnstable
TITLE 5, AND THE TOWN OF _ SUBSURFACE DISPOSAL REGULATIONS.
6" Sleeve -�" MIN 3) NO DETERMINATION HAS BEEN MADE AS Ti0 COMPLLANCE OF AVAILABLE PROPERTY IN�YIIRMATION WITH RECORDED DEEDS
& Gesldt Req. OR ZOMNG REGULATIONS
4.,2' 26.80 4) TOWN WATER DOES NOT SERVICE THIS PROPERTY
» TOP EL 5) THERE ARE NO EXISTING WELLS wrrH 1r ,200' OF THE PROPOSED SOIL ABSORPTION SYSTEM
270 2 MIN-3 1�AX MIN 2' LAYER DOUBLE WASHED
---- iie•- li • STONE 6) ALL COVERS .OF SYS'TEA.lf COMPONENTS SHALL BE,BROUGHT TO WITHIN 6" OF FIMSHED GRADE
D-BOX
INVERT EL �, 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECT(ON. NO STRUCTURES SHALL BE LOCATED DIRECTLY j
10 �4
Proposed - See Note 1�9
• � �` '•' ''• �� - - - - - - - - - - - ������'�•'�:�����•• EFFECTIVE' ,,�# UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
- - - - - - - - - - and Test Hole ,#2
q INSTALL / 25.BO SIDEWALL Soil Lo Profile PUMPING OR REPAIR
,26. 7o d• �, GAS INVERT EL 6" STONE BASE g/
• �'� • INVERT EL B) NO DRIVEWAY, PARKING OR TURNING' AREA, OR -OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION.
BAFFLE
INVERT EL 3/4'- 1 1/2' DOUBLE SYSTEM, EXCEPT WHEN VENTR G HAS BEEN PRO VIDEO.
26.10 Three 500 Gal Conc H,20 •b 'b WASHED ST❑NE
Proposed 25.93 chambers w�4;,stony all around a� 4) 9) SEPTIC TANKS, GREASE' TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE BASE
INVERT EL (4=10 x B-s x 3=o ) AND PREVENT ,SETTLING.
D Box 23.BO BOTTOM EL TO ENSURE STABILITY .
6 STONE BASE INVERT EL
(Typical)
O 0 10) OUTLET DISTRIBUTION LINES SHALL'REMAIN LEVEL FOR A MIMMUM OF THE FIRST TWO. FEET OF THEIR LENGTH.
Proposed 11) ALL SYSTEM COMPONEI!jTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR W17HIN 10' 1
1,500 Gal Septic Tank o OF DRIVEWAYS OR PARrUNG OR TURNING AREAS, IV WHICH CASE H 20 COMPONENTS SHALL BE USED.
_ S = _ _ kd I G SEWER LINES SHALL HAVE AN INNER DLAME'TER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
s _ o.02 (Typical) 0.01 S 0.02 S 0.01 12) ALL BUILDDV
35• one 6 6.5' two 6 13' 15.0 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTLNG HAS BEEN PRO VIDEO.
15' E L BOTTOM OF TEST HOLE' 14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS: j
I 33.50' 15) IF SOILS ARE ENCOUNTERED
DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM THAT DIFFER NOTABLY FROM k
•
SAS Area THL' DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
(12.83' X 33.50) 16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND U77LITIES.
17) EXISTING PLUMBING TO BE MODIFIED TO MEET PROPOSED
OUTLET ELEVATION & 1.OCATION
9 ' 1B) EXISTING LEACHING TO BE PUMPED AND FILLED PER TITLE 5
N/F Diaz-L e g 3P �2� � 1� -
�� ° ' Wart 19) 5' REMO VE TP EL 1950. OR TOP OF C4 LAYER MAY BE NECESSARY
• � N/F Ste
a
50 dl 11
133-5 ae 20
133
� ' �'• OBSERVATION DEEP OBSERVATION
e� t 15 DEEP OB
� I
o �Lo HOLE LOG
� �, � � �\ HULA' LOG
Tess` Hole #1 Test Hole #2
1 \
(EL 319 0f (EL 3 1.0 f
QO \ \ 36 , soil
Soil D ev Soil Soil
\ \ D p h le Soil. Soil
Under round Bldg �mft) Horizon Texture Color ( Tft) Horizon Texture Color
o g (USDA) (Munsell) (USDA) (Munsell)
Ut111 t Lines eS
133 55 � � � y
DESIGN DA TA - y 0 - 6" 30.5 A Sand Loam
� 0 4 31.57 A Sand Loam IOYR4 1 y I0YR4/1
o• \ \ _� SEE NOTE #19 and Test Hove #2 �
21 Meadow Lane conditions requiringa tri out 4» 30" z9.4 6 30 28.50 B sandy Loam loYRs/e
moo- for , „'� p B Sandy Loam 10YR6/8
-----34 \ \ \ \ of 5 around (23 x 43 -6' ) \ / Number of Bedrooms.
\ 30 - 60" 26.90 C Silt Loam I0YR6/6 30 - 63 25.75 CI Silt Loam I0YR6/6
1O r�,. cr. ,� Garba e Grinder: NO
`O�+ TP' 1 g 63 - 108 22.0 C2 Medium Sand 2.5Y6/4
0 o� \ < » 17.23 Medium Sand 2.5Y6/4
Design Flow. 440 60 171 C2
y 5 � Pro PROPOSED LEA C.HING FA CILIT Y 1oa" - 138' >s.5o c3 silt Loam 10YR6/6
Vent \ (110 Gal/BR/Day x Number of BR)
e 500 Gal Conc Chambers 0 Deep val Hole Date 9 a a
05
TP . . •:.: Three \/ Septic Tank: 1. 501V Soil .Evaluator: ^ Darre:� leper , .
---____- .•. O , p P Witnessed B . Desmarais 138 192 15.0 C4 Medium Sand 2.5Y6/4
th 4 stone all a-round
Wi y. Don
SO, , , » , » (Minimum = Design Flow x 2009.) Gal Pere Rate:
28 - _ 2���
__._._. -
fp/ O to - DIII2 S- 33 6 X 12 10 > Soil Survey Description: _
� � Leaching .Area.. _ -
g --
tr oU`I°rASH - -
` Geolo ic.:�dateriaL:, ,_: ,. g Dee Obi- Hole Date.Septic C P
... Sidewall. Depth to` Standing Wat�.r. NA Soil Evaluator: .. Darren Meyer
_. .. ...�: . . . ---•- `�. off `" \ \ - �
' +ys tV \, ArE'c'3 Depth to Weeping Water: NA Witnessed H .
6' di \ 12 83 2 9 Don Desmarais
�' re O \_ i ^� (2 Sidewalls x �Ft x Ft) + p g( ) Perc Rate:
,0 • gr i Depth to Mottlin Color NA
f 2'mWIN
b 11f i i 33. 5 85.. 3 Est Seasonal High GW: NA
j�l1d i\ 2 Endwalls x _ FT x Ft) 1 • g Soil Survey. ;Description: icARvaR
f WG't i ( S Observation Well NA
._ ...... Pro -••�-� \ Q0, f � , , USG Geologic Material �ouz�►ASH
P
-- '� Bottom: 429. 8 Date of Last Measurement: IVA
68 . ._.._ �'st � \ � i � _ Depth to Standing Water: NA
1�1 d yr tl D-80X �, o \ \ �. i 33. 5 Ft x 12. 83 ) Comments: Depth to Weeping Water: NA
P. f :, �.� \ \ --� 615: 1 Depth to Mottling(Color): NA
o � la ,, of ,,. ,, \ SAS •
1 et \ \co �' Lon Term Acceptance Rate LTAR : Est seasonal High GW: NA
O.A•a � 0#f � l0 � v �� � '�� S from far b P � ) USGS Observation Well: NA
5 5 0' 1 + \ \co dlu of Leaching Area Design n Ca Capacity: 455 GPD
5 Pro1 500 Ga ,� r' Ra a $ g g P Y Date of Last Measurement: NA
1" ' � \ \ 01 g11 Comments:
� 15 �etl (Sidewall Area + Bottom Area) x LTAR
Se tic � Tan '
p off
Well 'v way c� � 50
�� _ = r.5
Wet � a Drl e y 455 440
Land �70 c9 ---- GPD Provided ---- GPD Required _-__ Reserve
,d� ►11 ,l �6 Abandop Exkt
Well. .' �o DAR
i{ �y ' Top ' + � VARIANCE REQUEST (BOH LOCAL REGULATION) �1 A.
,
j 1�� ?B�! - 30.4 -�..... 1 40 �IN
No. 228980 a
- TO ALLOW LEACHING FACILITY (SAS) TO BE MORE ��aISTER�°
THAN 100' FROM POTABLE (DRINKING WATER SOURCE) BgNITAR1t� �.D �'sTNa
WELL BUT LESS THAAV 150' (ON SITE WELL ONLY), •v 'o
Existing Septic S I tam F" r
g p .� Well \ :- ro c9 105 PROVIDED AND 4 5 REQUESTED 1 v°�
o '• o
o be abandoned 1 S Built
er Title V �
SITE AND SEWAGE PLAN REPAIR/UPGRADE
AIL AIL� 7'
Ol
1 PROJECT LOCATION 28 Meadow Lane
18" Pine _. y-
� 0 0 ',� �� 's�• use Locus W. Barnstable, MA
o 00 0 �/ #106
�►� 09a��g'� �o4 ASSESSORS MAP 133 LOT 19
.ti 0 1B. Oak \ � �►1� ,� 5 �A fie*
Irriga 'on Water
�r APPLICANT
well i bulkhead '�` ( EL = 16.9 �,; dos Karl Johnson
era #1°6 28 Meadow Lane
e Flagged b
� � � � a' � gn � I ,� Wetland F g'� Y 5
#504 � � �1 / i J Vaccaro Environmental s4�e W Barnstable, MA
� PREPARED BY
Loc us Map
adlus �- c� ; 1°? 28 Meadow r� Lane Darren M. Meyer R. S.
5� r �� P.O. Box 981
1 W Barnstable, MA
East Sand with, MA 0,2537
1� O LOT 3
508 424-6748
Septic 'r'
O
Area JV/F Delano ���- 9
133-8
*NOTE'* AS BUILT' POTABLE (DRINKING SCALE 1 " = 20' , DATE. Sept. 16, 2005
WATER WELL) INSTALLED 6'5 FROM Plan Reference
LOT WETLAND AS FLAGGED BY LINE FROM
Cart 138079
CT --- REV. 1,2-29-05
O V�105 TO V106 AND 107' FROM PROPOSED Title Reference ____________________
0FEar t t SAS (LEACHING FACILITY) C 2 9f Ac 's -
N� O Flood Zone --------- Lot Size -- . 9-± Ac-
133-9 �..
DWG. N0. 3212 SHEET 1 OF 1
TOP OF
FOUNDATION STANDARD .NOTES
EL - 30.0 Raise covers to within 6" of 1) THIS PLAN IS FOR THE INSTALLATION OF A SEPTIC SYSTEM.
finish grade install risers as needed
N. G. ,29•5 2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTS T• CODE,
GROUND SURFACE E'L________
TITLE 5, AND THE TOWN OF _�ALV�_� �� _ SUBSURFACE DISPOSAL REGULATIONS.
MIN 3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF A VAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
log� V�i 4 TOWN WATER DOES NOT SERVICE THIS PROPERTY
e(b.15-Top EL
27.0 2"MIN-3"MAX 5) THERE ARE NO EXISTING WELLS WITHIN /00' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
MIN 2' LAYER DOUBLE WASHED 6 ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE
IO I D-BOX - /2 STONE
. . INVERT EL 1/s" 1 )
Proposed - - - - - - _ - - - - 7) .ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED Dll'ECTLY
14" 26.45 EFFECTIVE' � E i4/DT */ UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
- - - - - - --- - - - - - 9
INSTALL INVERT EL ,. 26.o SIDEWALL �'N� T��s r,�,�« Z PUMPING OR REPAIR
26. 70 GAS s STONE BASE jNVERT EL �oi� 4 �.eo�-i�F 8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
BAFFLELINVERT E� 3/4"- 1 1/2" DOUBLE SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED.
' 26.30 Three 500 Gal Conc '� 'b WASHED STONE Proposed ?6.13 chambers w/4' stone all around v� ¢� 9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE RASE
fret! INVERT EL D - Box (4"-l0" x 8'-6"Lx 2'-9') b 24.0 TO ENSURE STABILITY AND PREVENT SETTLING.
6" STONE BASE (Typical) INVERT EL BOTTOM EL 10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
Proposed 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H--10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
1,500 Gal Septic Tank I I OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
T lcal S = 0.01 S = 0.0 S == D.Ol of
,S' = 0.02 (Typical) 12) ALL BUILDING SEWER LINES SHALL HA VE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 4 ! P VC.
--
Jr
• 9 15' Z 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36 UNLESS VENTING HAS BEEN PRO,YDED.
15 � LL 15.o BOTTOM OF TEST HOLE 14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
N/F Diaz-Lane „33. 5D 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM THAT DIFFER NOTABLY FROM
P THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
1��-�- 16 CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES.
)
17) EXISTING PLUMBING` TO BE MODIFIED TO MEET PROPOSED
OUTLET ELEVATION & LOC.ATION
18) EXISTING LEACHING TO `BE PUMPED AND FILLED PER TITLE 5
• bell ) ` Y
19 5' REMOVE 7V EL. 19.50 OR TOP OF C4 LAYEk MAY BE 1bECESSAKf
i Septic
Mee
� � , �9� , a E , sal N/F Stewart
DEEP OBS-E'RVATION DEEP OBSERVATION
I
Cr ,yo 133-20
HOLE LOG HOLE LOG
�� 1 � Test Hole #1 Test Hole #2
133-55 sue, : `�\ j ,� DESIGN DA TA (EL 31.90 f) (EL 31.0 f)
Lo t 15 ^� �' \ D p h lev Soil Soil Soil D p h lev Soil Soil Soil
Y ti p0 �� �\ �� �in ft) Horizon Texture Color �in� ft) Horizon Texture Color
ftd?,-yZ nd S < (USDA) (Munsell) (USDA) (Munsell)
UttLtp Lines Number of Bedrooms: -
\ g NO 0 _ 4 , 31.57 A Sand Loam 10YR4 1 0 6 _ 30.5 A Sandy Loam 10YR4/1
E
� � �,,�r� Garbage Grinder: y
� � . 0 -- ss--�._--- � \\�y �4c/per. ��/S U/ � ..
21 Meadow- Lane �
.,yet iP i �_ we..*r �N� A � Design Flow 330 4"' - 30" 29.4 / 6 - 30 28.50 B Sand Loam
w� 23X¢3.s B Sandy Loam 10YR6 B y IOYR6/6
Y � 5 �� -' ,.. .,.:.-.:•;. -;:;: � PROPOSED LEACHING CIQ� , �
so� .....;:::.;:.:.::.::::. `\ T�iteet: sao 6A ,,, 6o�rt cµhvv S ���. (110 Gal/BR/Day x Number of BR) » 30" 6'3" 25. 75 �'1 Silt Loam 10FE6 6
► ITH � STorti All. AfoZol
'30 - 60 26.90 C Silt Loam 10YR6/6 /
ze-� - - --- `rate . DraVt'S - 3 3=v x ►: -►0 22.0
! sept�c Septic Tank: 1. 500 63" - 108"- C2 Medium Sand 2.5Y6/4'
00 171 17.23 C Medium Sand ;2 5Y6/4
d `. (Minimum Design Flow x 200%) Gal ,
�. . ,Pro o f �BapjQ- IOYR6/E'
108 - 138' 19.50 C3 Silt Loam
� F PF& Deep Obs Hole Date:
oar D-Box o e� �x \ �` �,�,,t\ �,• Leaching Area: Soil Evaluator:'.p oRP-FAI M6YEP- '
Sldewall: ' • Witnessed By T�py .C7 SMA/ZA/s 138" - 192 15.0 C4, ",Medium Sand / i
� .. 2.5Y6 -�
\ Ca
Y 500 _ ;
PTO n R ,_ Pere Rate.
i!
.8 .. Pe
i -. .........._..\ d -
eptic lr uK � " �i os. r Sidewalls x ��_ $3Ft x Soil Survey Descri tion: CARVER -
wr . N 50 .8t1 f/
1 C Geologic Material: P oUTWAsfl ` • - t
� Wet,i. 4 ( $�f � Drtvewgy � w� ,` � t , ,n 33. 5 2 3 " ' g� Deep Obs Hole Date:
11 : `„ .e.aa �.e 'yam, . , - 2 Endrwalis x FT x Ft 18J`.
Land ue ( ----- ----- ) Depth to Standing Water: NA Soil Evaluator: `�7.42/ZE�✓ FY,6P_
s AL AL �► r- \ / c, Depth to Weeping Water: NA Witnessed B
r cr t Bottom: 409. 8 y 2 MIN 14 5
AL ,� o� - �'" c• �., Depth to Mottling(Color): NA Perc Rate: , r
" + st $eas al High GW, NA
3 " . . n S it Surve Aesc t14I1. CARVER
2 Mrl � USGS Observation "ell: NA �_ �' r�F I
LOT y Geologic Material: ®UTNASH
:a"aeo:d o / l� Date of Last Measurement: NA Depth to Standing Water: NA
r, ' ell o �� Long Term Acceptance Rate (LIAR). p g
�/ ,cR Comments: Depth to Weeping Water: NA
�• / ` . ,� . 1 l Leaching Area Design Capacity: 455 GPD Depth to Mottling(Color): NA
GGd � oo ,e- --��'" ,� AL Est Seasonal High GW: NA
0wei1 , , J �� c f AL Sidewall Area + Bottom Area x LTAR
� ( ) USG5 Observation Well: NA
Date of Last Measurement: NA
r, AL
Comments:
\ f AZ -
n
\ 4 5 5
\;j, cal 0100 -_- GPD Provided - _440_ GPD Required = 15 Reserve
\ o � �' `�iAL
7 �
1,01
Sep ti- Delano N
�a. Area _ � �� 1\,�+C1�L� L �J 1 C V ►�'G lJ t.A I
LOT
- �t-r PrIWNX
� �
Lg"Va -r" ISO (oil 'StT-F- V4eLL daL-.f
4''SGI�S
-X� P7-F X- OSt✓o PoT. B - SITE AND SEWAGE' PLAN REPAIR/UPGRADE
1 AT27Z WELC � Tl� �8E AI-S-7WLL5'D
HIGN
' V Al/- Yn�n �s �t � aY Liiv��koJ�/ v; PROJECT LOCA TION 28 Meadow Lane
NIF Ba rre t t _ �•oG
S���C /•v4igGJG> W. Barnstable, MA
133- 9 ASSESSORS MAP 133 LOT 19
ti
' C`T APPLICANT
528 Edward F. X. & Ma ure en F. Lyn ch
Meadow Lane
LOT 1
PQ ' W. Barns to ble, MA
LOC us Map PREPARED E
Darren M. Meyer R_ S.
28 Meadow Lane y
/ �, .� •'� d A W. Barnstable MA P. o. Box 981
( East Sandwich, MA 02537
(508) 4,24-6748
N r
SCALE. 1 » _ q o DATE' Sept. 16, 2005
j
. `' L. C. Pia x� 35113A
Plan Reference ___
Title Reference
-_ Cert 1386'79
'h � ►T}�� -------------- REV
w ___-
Flood Zone ___C____ Lot Size
D WG NO. 3212 SHEET 1 OF 1
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