HomeMy WebLinkAbout0068 GUIMQUISSETT ROAD - Health i
68 Guirriquis&ett _fib
--- - - - -- Cotuit -- - -- — - -
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A= 019 - log
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Town of Barnstable P#—/
Department of Regulatory Services
' : �,, 81% ; Public Health Division Hate
MAS& t I:
200 Main Street,Hyannis MA 02601
142 Date Scheduled Time Fee Pd.
- # f
Soil Suitability Assessment for Sewage Disposal
Performed By: ✓'1y�P wUGF) tnr LSE Witnessed By:
- LOCATION& GENERAL INFORMATION,
Location Address (� / Owner's Name
� G� �l tM�vi 55t?�1t 1�8��1 2'��•�r 7 �C'�.SJFta1�1
CD1 v 1 1 Address �o�j CJUt wtq,✓i SSA ��
Assessor's Map/Parcel: q `ID Engineer's Name � �+ t10 9 ahpwr
NEW CONSTRUCTION J REPAIR Telephone# 5_0
Land Use R�SrGZC>I'br Slopes(%) 0 Surface Stones
Distances from: Open Water Body bob ft - Possible Wet Area ADD ft Drinking Water Well ft
4
Drainage Way 150 ft Property Line lc + - ft Other-
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes)
j GROUNDWATER ADJUSTMENT
EXISTING GROUNDWATER LEVEL
• _ _� BASED ON TOWN OF BARNSTABLE
—Y- GIS DEPARTMENT RECORDS.
224.1e ft y INDICATED GW 5.00 ;
-- -- -- -- -- --� INDEX WELL MIW-29
ZONE A
ti. REEADING DATE APRIL. 2007
` READING 7.0
\ I ADJUSTMENT 0.9 i
✓�\ �® I m �I ADJUSTED GW 5.90
0 �
�-
S _
l 121 Yi
\ ti
\ ::J t r
160.63 Ft W
1 r
Parent material(geologic) rO ` 6 g �uf sh Depth to Bedrock 11 he
Depth to Groundwater: Standing Water in Hole: a Weeping from Pit Face DV� p
Estimated Seasonal High Groundwater St a a�o V e
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: S_ee ' r be V D m"
Depth Observed standing in obs.hole: __ in, Depth to soil mottles: In.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment f►.
Index Well# Reading Date: Index Well level - Adl.factor Adj.tirdundwater Level
PERCOLATION TEST nA10 5 T/O Itttp.
Observation /d
Hole# ( Time at 9"
Depth of Perc t h Time at 6"
Start Pre-soak Time @ 7 _Q rJ — Time(9"-6") Jv
. q
End Pre-soak "
Rate Min./Inch P t
Site Suitability Assessment: Site Passed Site:Failed: Additional Testing Needed(Y/N)
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:\SEPTIC\PERCFORM.DOC
SOIL TEST -LOG DATE OF TEST: MAY 18.: 2007
SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S.
WITNESSED BY: DONNA MIORANDI. HEALTH.DEPT. 1
PERC NUMBER: 11797 I
TEST PIT-- 1
I NO GROUNDWATER ENCOUNTERED Tl
+ PARENT MATERIAL: PROGLACIAL OUTWASH "
PERC. AT 66 in - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
30.75
0-12 FILL
12-14 D SANDY LOAM 10 YR 3/2 NONE FRIABLE
14-16 E LOAMY SAND 10 YR 4/1 NONE FRIABLE- I
18-24 A LOAMY SAND 10 YR 4/4 NONE FRIABLE
26.92 24-46 B LOAMY SAND 10 YR 5/6 NONE LOOSE I
46-120 C MEDUIM SAND 10 YR 6/3 NONE LOOSE
20.75
TEST PIT 2
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL~ OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
30.70 +
0-12 FILL _ _ _ ►
12-14 O ' ' SANDY LOAM 10 YR 3/2 NONE . . FRIABLE
14-16 E LOAMY SAND 10 YR 4/1 NONE -- FRIABLE
18-24 A LOAMY SAND 10 YR 4/4 NONE FRIABLE f
24-46 B LOAMY SAND 10 YR 5/6 NONE LOOSE
26.67
20.70 46-120 C MEDUIM SAND 10 YR 6/3 NONE LOOSE-
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil
Surface(in.) Other
(USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsi t n
Flood Insurance Rate Man-
0
Above 500 year flood boundary No_ Yes _
Within 500 year boundary No ✓ Yes ,
Within 100 year flood boundary No Yes
Depth of Naturally Occurrine Pervious Material
Does at least four feet of nat 1 occurring pervious material exist in all areas observed throughout the
area proposed for the s or stem?
stem?
If not,what is the d ura s ing pervious material?
�o DAVID
Certification 0 D. I
I certify that on 0. e A 'A a-
I e passed the soil evaluator examination approved by the
Department of Env n eqtal Prose, t• that the above analysis was performed by me consistent with .
the required training, Lu nce described in 310 CMR 15.017.
Signature S rr Date_ my (I., zoo
QASEPTICU'ERCFORM.DOC
02ai &'
No. . //VV/�.�I p$e1 0 0.0 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS S
ZippYication for ;Di.5po!6a1 *potem Con5tructiou Permit
Application for a Permit to Construct( ) Repair(); Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 81 —5 8 2—8 3 5 3
68 Guimquissett Rd, Cotuit Richard Egelstrom
Assessor'sMap/Parcel 19 109 33 Nottingham Dr, Kingston,MA
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4
Wm E Robinson Sr Septic Eco—Tech
PO Box 10890 Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder (ng
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 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) Install a new Title 5 septic
system to plans of Eco—Tech, ETE-2635
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Hea
Signe . �OIJ d Date
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. -" Date Issued
r mJ 00.00
Fe
. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
_. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpprication for Migpogal *p5temc Couttructton Permit
Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 81 —5 8 2-8 3 5 3
68 Guimquissett Rd, Cotuit Richard Egelstrom
Assessor'sMap/Parcel : 19/109 33 Nottingham Dr, Kingston,MA
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No.3 6 4—0 8 9 4
Wm E Robinson Sr Septic Eco—Tech
PO Box 1089 Centerville 43 Triangle Cir, Sandwich
Type of Building:
Dwelling No.of Bedrooms 2 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 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) Install a new Title 5 septic
system to plans of Eco—Tech , ETE-2 3
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of He th.
Signe _ Date -' s
Application Approved by �j /� ,�/� //� f, Date
Application Disapproved by: Date
for the following reasons
Permit No. v A/�A Date Issued b / �190_ r
v
THE COMMONWEALTH OF.MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Egelstrom Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( )
Abandoned( )by Wm:--E Robinson Sr Septic
68 Guimquissett .Road,, -oa- otuiL
at has been constructed accordance_
with the provisions of Title 5 and the for Disposal System Construction Permit No. / O( dated'
Installer , Designer
#bedrooms Approved design flow , 1:40_ gpd
The issuance of this permit shall not be construeed as�a-gyuarantee that the system wil ffuncc�tio/n/`as
desigOd. h C sty!
Date / / Inspector a �lak i/! J[ _,_
_
THE COMMONWEALTH OF MASSACHUSETTS ' 4
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
EgelstromY
'i.5pool �&p.5tem Congtructio*n Permit 4~
Permission is hereby granted to Construct ( ) Repair (X ) Upgrade ( ) Abandon ( )
System located at 68 Guimquissett Road, Cotuit
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Constructions must be co pleted within three years of the date of this p rmi
Date ')/ 1 � Approved:by
TOWN OF BARNSTABLE
LOCATION (-AO SEWAGE#
VILLAGE v ter ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. Ry i o S 6 NJ
SEPTIC TANK CAPACITY f 56a
LEACHING FACILITY:(type)J EACk i 6 e, Gi41le-r-Si (size) t 1 )4 a 6 x 2
NO.OF BEDROOMS el
-OWNER R;ckvkvzo +- 5yc- toJf
PERMIT DATE: 10 COMPLIANCE DATE: L'y� �1
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
®�
0
2 511
03
°
�141 ��,
N. Town of: 3arHstable
:. Regulatory Services
t . Thomas F. Geilei•,Director
aaFuvsrast�,
�Q MAE& PO&Health Division
'Earu�'e. Thomas McKean,Director
200 Main.Street,Hyannis,MA 02601,
Office: 508-8624644 Fax:.M8-790=6304
Installer,&Designer Certification.Form
Date: S �3 0-7 Sewage Permit# Aad7 as ( Assessoes Map\Parcel 19/109
Eco=Tech Wm E Robinson Sr Septic
Desfigner:` Installer: P
Address• 43 Triangle Cir Address: PO Box 1089
Sandwich Centerville
P P
Wm .E Robinson Sr Sept issued a ermit to-Install a
(date). - (installer)
septic system at 68 Guimquissett Rd, Cotuit based on a design drawn by
address
:Eco-TecYi dated 05-19=07
/ (designer)-
t/ I 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 felocaticn of any component- .
of the septic system}birt mi accordasice with State&Local Regulations Plati-revision or
certified as built by designer to follow.
�3N OFones
SsbO
♦ �
114,
.. - aO • • -
�c� s LY
er's Sr afore .
.. . - �� .LIC. N1143
ilk
y � D S A,
1 1
1
(Design S" tore) (Affix,Designer's Stamp Here),
PLEASE _RETURN- TO-- BARNSTABLE PUBLIC -HEALTH. DIVISION. ..-, CERTIFICATE� OF-
ZD
COMPLIANCE :WILT.'NOT-.BE ISSUED L"�tTII, BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04_doc
SOIL TEST LOG DATE .OF TEST: �. AV 18. 2007 t';
WITNESSED OIL EVALUATOR:
DDONNA DMIORANDI AHEEA LTH DEPT. DESIGN C A LC� u LA T I 0 N S
PERC NUMBER: 11797
DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD
NO TANK: 220DAYS = 440 GALLONS
TEST PIT I PAARENOTUMATERIAL:R PROGLACIRALD OUTWASH SEPT INSTALL 1500 GALDLON2SEPTIC TANK (MINIMMUM ALLOWED)
PERC AT 66 in - 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
SOIL ABSORBTION SYSTEM: THE LEACHING GALLERY DEPICTED BELOW CAN LEACH
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Abot. = ( 10.63 x 25.33 ) +( 4 x 2.64 ) + 0.5 x ( 6.3 x 2.84 l = 294.63 Sf
(INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING Asdw = ( 2 5.3 3 + 13.67 + 4 + 6.94 + 15 + 10.63 ) x 2 = 151.54 s
30.75 ' At_oL = 446.17 a
0-12 FILL Vt 0.74 x 446.17 = 330.17 GPD
12-14 O SANDY LOAM 10 YR 3/2 NONE FRIABLE USE THE LEACHING GALLERY DEPICTED BELOW. Vt = 330A7 GPD > 220 GPD REOUIRED
14-16 E LOAMY SAND 10 YR 4/1 NONE ' FRIABLE
18-24 A LOAMY SAND 10 YR 4/4 NONE FRIABLE
26.92
24-46 B LOAMY SAND 10 YR 5/6 NONE LOOSE 1500 GALLON SEPTIC TANK 46-120 C MEDUINI SAND 10 YR 6/3 NONE LOOSE LEA CHING GALLERY DIMENSIONS AND DETAIL NOT TO
20.75 USE SHORE PRECAST 500 GALLON NOT TO USE SHOREY ST-1500-H-10 SCALE
LEACHING DRYWELL (H-10 LOADING) SCALE
TEST PIT 2 CONSTRUCTION DETAIL
STONE
DRYWELL UNIT
40 Pt
15.0 -t 6gQ 1 1n
ELEVATION DEPTH ` SOIL USDA SOIL SOIL COLOR SOIL OTHER m� TAPER
(INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING m� ;
30.70 (4- 0 5 Ft-
0-12 FILL � m m (O 8 In
6 !212-14 O SANDY LOAM 10 YR 3/2 NONE FRIABLE CD
14-18 E LOAMY SAND 10 YR 4/1 NONE FRIABLE
O f t 8.5 Ft 4 Ft 4FL 4 FL
16-24 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 0 1�
24-46 B LOAMY SAND 10 YR 5/6 NONE LOOSE 25.33 Ft- 10 P _ kk'
26.87 46-120 C MEDUIM SAND 10 YR 6/3 NONE LOOSE 6 In
20.70 � 500'GALLON DRYWELL
DIMENSIONS AND DETAIL
INSTAUSE H-10 UNIT RISER TOWITHIN
GROUNDWATER ADJUSTMENT
=r INLET CENTER OUTLET
INCHES OF FINAL GRADE END COVER END
AND INDICATE LOCATION
EXISTING GROUNDWATER LEVEL ON AS-BUILT PLAN
BASED ON TOWN OF BARNSTABLE 3 IN DROP
GIS DEPARTMENT RECORDS. -a> � FLOW LINE
- a
}` y ra /1 INDICATED GW 5.00 BUILDING
l f.� O t •c`, - INDEX WELL MIW-29 0 00 33 10 in 14ZONE A
Deox
I READING DATE APRIL. 2007 000�000�00o OO�Q� In L46
IQUID GAS
READING 7.0 ��0000a0000 LEVEL BAFFLE
ADJUSTMENT 0.9 000000 0 �g 1�
NOTES ADJUSTED GW 5.90
IeZ In
1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. CROSS SECTION VIEW INSTALLER MAY ELECT
TO SUBSTITUTE AN
APPROVED GEOTEXTILE CROSS SECTION VIEW
2) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL FABRIC IN PLACE OF
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH THE 2 in. PEASTONE
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. LAYER SPECIFIED.
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS 2 in PEASTONE 2 to PEASTONE SEWAGE DISPOSAL SYSTEM PLAN
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15).
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 28 24 in -TO SERVE EXISTING DWELLING
BEFORE EXCAVATING FOR SYSTEM. - s/4,n TO EFFECTIVE 3/4 ,n ro [2�1 GRAVEL DEPTH ROM
ELST
5) EXISTING CESSPOOL TO BE PUMPED, COLLAPSED. AND REMOVED. 68 GUIMOIISSETT ROAD RICHARD & EVELYN EG ELSCOTUT . MA
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND .DUST IN PLACE.
7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES - ECO-TECH ENVIRONMENTAL
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK:
43 TRIANGLE CIRCLE SANDWICH MA 02563
6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. ETE-2635 MAY 19. 2007 1212
--___ CONTOURS
NOTES ---- -_ EXISTING - - - - - - - 5B LEACHING BENCH MARK cRocKeRs
�24.18 f GALLERY TOP OF GAS GATE
INSTALLER MAY ELECT � �--- ---� MINIMAL GRADING PROPOSED 0
-�___ -SEE DETAILTO ELEVATION = 30.28 RAP
PIPE AS O DESIRED.
SITION ENT ` -- - �` 28---ON REVERSE BARNSTABLE GIS DATUM ? POPONESyETT cC�fywfSSF
r
EXISTING CESSPOOL IS TO \ 28— / -- — — _ � Locus �o�o
BE PUMPED. COLLAPSED AND
REMOVED. REMOVE ALL ♦ 20-P O =
ASSOCIATED CONTAMINATED 12-0 ~
SOILS AND REPLACE WITH CLEAN\
MEDIUM SAND PER TITLE 5. \ �j 30� I o corurr. MA
GAS SERVICE IS TO BE GAS LINE
wQ LOCUS MAP
SHUT OFF AT GATE DURING \ 31---_ 1 30 NOT TO SCALE
EXCAVATION AND CONSTRUCTION O VENTI� � � �OF SEPTIC SYSTEM. 10 Ft PIPEI c-_ IO
�
\ 32 ouTN ;m LEGEND
DISTANCES o z 1 20 f-L TP- 10 �� w
\ 1500 GAL L ON
TO LEACHING GALLERY \ Zp�j I SEPTIC TANK
ALL DISTANCES ARE IN DECIMAL GARBAGE GRINDER lL I - '
FEET NOT IN FEET AND INCHES. �, Q J TP-2 I W D-BOX ❑
IS NOT ALLOWED (n �I Rj \ TEST PIT
4 \ WITH THIS DESIGN. WA�E_RL INE 1 31 J
SCCALE T TO 3 — Q J WATER I ( n EXISTING
L_O T 156 B O h METER J CESSPOOL O
2 \ AREA = 19240 s-F +- �Prr I �
B
El �'32 UTILITY POLE
1 + � �
\ TREE
6 5 \ / \ I -NUMBER REFERS TO
1 DIAMETER IN INCHES.
LETTER DENOTES TYPE. *18-P
O-OAK M-MAPLE P-PINE
1 38.3 15 --- ��
2 48.5 11.1 -
—�___, f WAIV I r
A 3 60.4 23.0 �___ �VED DR EW�1 1 �J �'CH QF Mgssq ESN GF� s
4 65.6 34.4 34 16 -63 5 44.9 32.4 DAVID AVID
cyG o� sgcy
— �'�
�
6 36.2 22.4 o D. '�� o D.
" COFUGHANOW R COUGHANOWR
CD
34 No. 1093PLAv
SIC E� Q
FLOW PROFILE TRH r ENS �o
ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS SCALE: 1 in = 20 f't N R\Pa P
EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES. 20 0 20 40 '
TOP OF FOUNDATION RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE VENT tAlla� q
EL = 33.49 +- INSTALL ONE INSPECTION RISER FOR LEACHING GALLERY PIPE 0 10 20 m � 1
TO WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT
AND INDICATE LOCATION„ON AS BUILT. 30.60 ®= Te SEWAGE DISPOSAL SYSTEM PLAN
�� -TO SERVE EXISTING DWELLING
B0X
D- ALL PIPE TO BE
U /� 3 �t SCHEDULE 40 PVC EST. RICHARD & EVELYN EGELSTROM
3" DROP MAX AND TO PITCH ATJ 1/8 to/Ft MIN. OWNERS OF RECORD
-FLOW LINE L 27.60 d 68 GUIMOUISSETT ROAD
10" 1 -
14'
� 1995 �"q- COTUIT. MA
46" GASH® PRECAST
®
got
PROPERTY ADDRESS
BAFFLE DR
YWELL
BOTTOM OF
b i n - ASSESSORS MAP 19 PARCEL 10 J
27.15 STONE SOIL ABSORPTION 43 TRIANGLE CIRCLE
EXISTINGzsl \26.93 LEACHING SYSTEM SANDWICH MA 02563 PLAN BOOK 94 PAGE 47
BASE
27.40 6 in STONE BASE 27.10 GALLE -1 508 364-0694
26.85 DATE: MAY 19. 2007 �-
1500 GALLON (END VIEW 24.85 5.00 Ft + JOB #ETE-2635 PAGE 1 OF 2 VERSION-
10 Ft 1.5 f t SEE DETAIL ON REVERSE
SEPTIC TANK �' S.8 �t THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED
bl 9.3 f t SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM
ADJUSTED SEASONAL P 5.90 DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING
HIGH GROUNDWATER PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS, OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
PINE fF)MOR
• ,. '"•.,WOAD PRODUCTS ., •
" PI_NEHARBOR.COM '
1- -
• 800 368-SHED
259 Queen Anne Road
Harwich, MA 02645 .
pi.(508) 430 2800
:
rn r ba s®pineharbo com
ENGINEER'S STAMP
v ,
` �• PRO
JECT:
.
J ECT
' w _
14 x 24 Barn ..CL IENT.
1
Christine Anderson
ADDRESS:,. .
k 58 Gui.mquisett Road.
T-� Cotuit, .MA 02635
,,. PHONE`. .
77.- . 487=2134
t 1,4 - + - E-MAIL
seachris33@gmail.corrm
.ADDRESS O:F. PROPOSED WORK:
.68 Gui"mquisett Road
. . Cotuit; MA 02635'
•
REVISION DATE:
•
DRAWN BY:
GB
Scale: 1/4 1'-0"
Unless otherwise noted
.. Page A.]
PINE HARBOR
WOOD PRODUCTS .. .'
PI_NEHARBOR.COM
1-800-368-SHED
FCALE ron Elevation deft Elevation 259 Queen Anne Road
1 2 Harwich, MA 02645
S : ; SCALE l%4 . = 1, �,,
p: (508) 430 2800
1/4 1'-0,
• f: (508) 430_1115
barns@pineharbor.com
E N.G I NEER'S STAMP
10/12 Pitch-. . _
Architectural Shingles PROJECT:
To
Match House
1�1 x 24 Barn.
CLIENT:
_ Christine Anderson
0
PVC Trim -i ADDRESS:,
- 68'Guirriquisett Road,
hingles" white Cedar S 'Cotuit 'MA'02635
Y
-Board and Batten . PHONE-
-4-. . •�87
-
.. 72134
_
.. E-MAIL.
.: seachris.33@grriai I.com:
_;.
ADDRESS OF PROPOSED WORK: ..
-68 Guimquisett -Road
Cotuit; fVIA 02635
REVISION DATE::
l/9/20
DRAWN.BY:
GB
Scale. 1/4 1' 0"
-Unless otherwise noted
P, age A 2
PINE �ARBOR
WOOD PRODUCTS
PINEHARBOR.COM
1-800-368-SHED'
QESCA ear Elevation Right Elevation
2HarOw�ichAMA 02645dLE: 1/4 = 1'-0" SCALE-..1/4° ._ 1,_.O a3o-zsoo
P -
. (508)
• f: (508).430 11.15 "
a
barns®pi,neh rborcom
A ENGINEfR'S.ST 1v1P
10/12 Pitch
Architectural Shingles � - PROJECT.
TO
Match House '
-
CLIENT:
Christine A:nderson.'
PVC Trim ADDRESS:
Guimquisett: 'Road '
Cotuit; -MA 02535
Board'and-Batten
PHONE:-
_White.cedar:Shingles.. - - - Ali
S seachri 33@gmail com
ADDRESS OF:PROPOSED WORK:
,. 68 Guimquisett Road
Cot
MA 02635
L
REVISION DATE., i
1/9/20
_. DRAWN BY:
GB
(D-
Scale: 1/4 .1, '0„
Unless otherwise noted
Page A.3
PINE AtkRBOR `
.Floor .Klan _ - _ .
WOOD PRODUCTS .,
5
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PINEHARBOR.COM
. 1 00 368 SHE
SCAL� 259 Queen Anne Road
3 - Harwich, MA 02645
_ 3 -
p: (508) 430 2800
f• (508) 430 1115
_. barns®pineharbor.com- ._
- (8) 12'. Sonotube.:Fobtirigs: .
STHD10:@ all posts 40 below grade . .
ENGINEER'S STAMP '
'x14' Storage .Loft ;.. <. . .
PROJECT:
14' x.: 24,. .B.arn
CLIENT,
2 0 Christine Anderson
A2 N A3.
ADDRESS:
: . 68 Guirriquisett. Road
Cotuit MA 02635
PHONE:0.
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O
.6
- -487 2134
AS •
:. EMAIL:
.seacflris33@gmail com
. ADDRESS OF. PROPOSED WORK:
_ Guirnouisett Road 68
.
Cotuit; MA 02635
_.. '. . : REVISION DATE::
1/9/2Q
9' 0
14' '' : .
DRAWN BY:
-0
GB
_
A2
e: 1/4" 1' 0 Scal "
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Unless otherwise-noted .
T Page A.
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Timber anelTM Frame Timber arelTM Frame - PINE. PRO
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&SC INEHARBOR COM
ALE: 1/4 1'-0 SCALE: 1/4" = l'-0" -800- -SH
P
• T 368 ED
• 259.'Queen.Anne Road '-
Harwich, MA 02645
-- --
f• (508) 430 1115
barn s®pineharbor.com
ENGINEER'S STAMP
•
2"x10" Ridge
2"x6",Collar.Ties
. � 2"x8'' C 24" OC Rafters"
- : w/ H2.5'A Rafter'Ciips
]">Roof Board (4) Nails 8D PROJECT:
- 1"x12" Loft Boards'. . •
4"x4"Loft Joists -.
•
14: x 24 Barn
Ux6" Plate Beams
CLIENT:
4'.x4" Wind Bracing
_ � Christine Anderson
4 x ".Door Posts Fir
1"x12' Sheathing
�. 68 Gui.mquisett Road
� 4'`x4" Purlins(Fir) .
i
•Cot.u•t :MA 02635
Posts osCs (Fir):
•
- PHONE`
5/8" AdvanTech .Floor.
_ -
2"x10" Floor Joists 16" OC _
774 �87 2134
2'x8•Sills (PT)
EMAIL:
STHD10 Straps:(ail posts) : seachris33@gmail.com.
a e:4a a';pa ' 'a V
/ (1) #5 Rebar'at.Top of:Wall
_ .
ADDRESS OF PROPOSEDWORK
bo
Co.. "' 68: Guirr uisett Road
a as a - - o a
a
otuit; MA 02535,
REVISION DATE:.
1/9/20. ,
4-0 24' 0"
DRAWN BY-
GB
_ =
Scale: 1/4,, 1, 0„
Unless otherwise noted
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