HomeMy WebLinkAbout0053 ARBOR WAY - Health 53 Arbor Way
Hyannis
A = 289 049
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is ., e P ° n .. n ° - • ' ..
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TOWN OF BARNSTABLE cc
LOCATION -5 3 AMdR . 4,414 y SEWAGE # aa6�_ 24
VILLAGE &e1111II/�� ASSESSOR'S MAP & LOT P'0q
INSTALLER'S NAME&PHONE NO. 041A9 �ic,0
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)` [�
NO. OF BEDROOMS FIX qf� 1,4? Tv1
BUILDER OR OWNER
o2
PERMITDATE: COMPLIANCE DATE. 9 - A
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
SPp Z
lh QeG'l.
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Arbor Wo%y
AA TOWN OF BARNSTABLE
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LOCATION <6o` WO•�— 7,Y SEWAGE # 2v 1'Z' 3 l q
VILLAGE !A-:X a^n 1 r, ASSESSOR'S MAP & LOT 29 9 Lf
INSTALLER'S NAME.&`PHONE cn P��;�a .S a9 39$- q y
•.a- r
SEPTIC. TANK CAPACITY
LEACHING FACILITY: (type) 25 6rc 3S6 (size)
NO.OF BEDROOMS s, '
p e � j
BUILDER OR OWNER ®.i�nr• / EJ �
-PERMITDATE: 10110 f/ COMPLIANCE DATE: ( O h-L -L
Separation Distance Beiween the: NSA
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Welland 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,1
within 300 feet o Za2n ty) ,1 -- N/ Feet
Furnished by _
A c (p%
AID 67
,�
ol
n66
A,E 79`
A so
gl c 2.01
6,0 ia'.s
i a,� 20�
6F
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Leact, Fie.iccN 3,G 3 ,31
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I
No. CJ�/ O' sl FeeV
THE COMMONWEALTH OF MASSACHUSETTS Entered in co puterh r:
Yes
PUBLIC HEALTH DIVISION - TO. WN QF BARNSTABLE, MASSACHUSETTS
ftpYitation for Misposal *pstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. A kJt► >t Owner's Name,Address,and Tel.No. 91 7_ 3�+
Assessor's Map/Parcel Z F3 9 �i H` �10�L c^ t,S 00#J,. P� �v 0,._
Installer's Name,Address,and Tel.No. Sb g 3 12 9 ,�( Designer's Name,Address,and Tel.No.
�►/o.-7-4 C, .. 6,t C.v 1' (2,9 a C S N � �/�,.�.:,c ••v im
!.3 o�c g g,/ �.•�s�o - o z�3 y (S o 2d 3 o T�s�-%��.c�' 0 ZT3 6
Type of Building:
Dwelling No.of Bedrooms Lot Size ' ! sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other FixturesGG�
Design Flow(min.required) 4 4'O gpd Design flow provided �f '�'T gpd
Plan Date C, Number of sheets ( Revision Date
Title 1�•..n 0 o t C o It C,w J n-(_ d
Size of Septic Tank �- 0 Type of S.A.S.
Description of Soil O t— /
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 not to place the system in operation until a Certificate of
Compliance has been issued by this Board of 1-I q
ed Date / 9/2--
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued 0 j
------------------ ---------------------- -- ----------------------------------------- --- -- - -- - - ----------------------
•• , ,ti• jtF't - :. ..^1. -,. . 4,. ,. +-U+ M1'3R�'l ,�••Y�:'i . /1
..T
No. boj ,� Fee
THE CO,MMONWgATH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TO 'BARNSTABLE, MASSACHUSETTS Yes
TOWN,
9ppiication for Bisposai *pstrm Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. s3 t.;d .� �/ Owner's Name,Address,and Tel.No. 7_ 3 J-4_3 g��
Assessor's Map/Parcel, Z 9 �i /1 O iL c C. qV •�.� �c>-C_
Installer's Name,Address,and Tel.No. b 3 9 `) 4- Designer's Name,Address,and Tel.No. S -V u Z 9 5 3 L U
l3oX OZT36
Type of Building:
Dwelling No.of Bedrooms Lot Size G4 f sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 4 V gpd Design flow provided 4 gpd
Plan Date /` Number of sheets Revision Date
Title 1��u J1 u is ,3 f c w/+��
Size of Septic Tank /-S-b U Type of S.A.S. -2-5 'L� tO 1-4 C
Description of Soil/ O - 2-G
s
j
Nature of Repairs•orAlterations(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 not to place the system in operation until a Certificate of
Compliance has been issued by this Board oaH .
gned Date 9/Z
a-
Application Approved by � � Date 16 /0i {
Application-Disapproved by Date
'A'•
for the following reasons
Permit No. ( Date Issued o
---- : - ----.- , _ ,_- - _ _ __ - -_ - _ _ - - _ ------•-- --------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by •,— E xc/sV/1--,-7— f 40,�3-v
at W^y )-4 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.,5b/"�- dated A 7"
Installer �:!`c-� Designer
#bedrooms 4 Approved design flow gpd
The issuance of this permit s all not be construed as a guarantee that the syste will f tnct o s led.
Date �a� , e Inspector
................. _ :_ : - - -- - --- - ------ - ------------------------------------------
No. Fee 1-(5 t)
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Bisposal *pstem Construction 3permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at 3
5
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following'local provisions or special conditions.
Provided:Construction must be co pleted within three years of the date of this permit.
Date /0 ���/ Approved b
i
I
Town of Barnstable
Regulatory Services.
Q Thomas F.Ceiler,.Director,
•11a1^M= Public Health Division.
°ems` Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Otlicc: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# Assessor's Map/Parcel ���� q
Installer&Designer Certification Form
Designer: CS hi L(1�1.1,+eXtnc Installer:
Address: Address:
1[.r.•�t c�-e.l-'. M A C 2S 3�O
On was issued a permit to install a
(date) (installer)
septic system at ar6, 00,yT.( e, based on a design drawn by
(address)
CS N 60 rtnr dated 001 !11 V- v, lR 14)I X
(designer)
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. Stripout (if required) was inspected and the soils
were found satisfactory.
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 Regulations. Plan revision or
certifie s-built by designer to follow. Stripout(if require cted and the soils
we and>s�attsfct �,�SN OF 4f,SS'
H
LINDA J. cy.
PINTO
a C!fip5�
nstaller's Signature) 41 �9\
P
p0Fss0�.^.r f
(Designer's Signature) (Affix Desi Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH:DIVISION. CERTIFICATE
rtl COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
T�.ARD ARE RECEIVED BY THE BARNSTABL,E PUBLIC HEALTH DIVISION.
';•c3,ANK YOU.
i
'own of]Barnstable P#
Departinent of Regulatory Services
.+utrr i Public Health Division DateMAM
Z 2
16:19. 200 Main Street,Hyannis MA 02601
Date Scheduled Time_ D Fee Pd.
Soil Suitability Assessment,�or Se e Disposal
Performed•By: CS 1� 1&,5 an rer'n -pl_�
Witnessed By:
LOCATION&GENERAL INFORMATION
Location Add res Owner'sName
Dor W9 5 3 A n t + n
Mr} � Address � r b a r
Assessor's Map/Parcel: Z$ Q En ineer's Name n A t 1 r•� v2(DO
NEW CONSTRUCTION L REP AIR Telephone 500 Z7 Y — 7 3 y .
Land Use: Slopes(96) 0 0.1.
Surface Stones o
Distances from: Open Water Body _g possible Wet Area N I R Drinking Water Well JdA ft
Drainage Way l ft Property Une ft Other R
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
v—0`
?C' etA
E�►S�' tt �SGt rrt
Parent material(geologic) �l G'Cllat o-AwmI D 1
, (g g ) p( Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal Hlgh Groundwater
DETERMINATION FOR SEASONAL HIG�I WATER TABLE
Method Used:
Depth Observed standing in obs.hole: In. Depth to loll mottles: In.
Dcpth to weeping from side of ohs;hole: In, Groundwater Adjustment f.
Index Well# Reading Date: Index Well level,' Adj.factor Adj.Groundwater Level
Observation PERCOLATION TEST pate Ti, me
Hole# Time at 4"
Depth of Peru '•—1 S i t Time At 6"
Start Pre-soak Time @ 00 Time(9"-6")
End Pre-soak I s tea
Rate Min./Inch
Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Pubic 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:\SEPI'IC\PERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil- Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistency.46'Gravell
�o Q31�
• 1I - I� � L I� Q yI3
- IL- 3 fy\sL
l,- J'1-GSt; A Su
�'a C, Stied I o (►
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o i e % e
KI Ls 0 3)�
- Io- lt� G• (v1SL �� Q 41s •
S L to
- o G,
110- 0-0 Cz I-
DEEP OBSERVATION HOLE LOG Hole# '
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulc'crs.
Congiatency.%Gravel)
I
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency,
I •
Flood Insurance Rate Man:
Above 500 year flood boundary No_. Yes ._✓____
'Within 500 year boundary No Yes-•
Within 100 year flood boundary No.�_ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? ---- S If not,what is the depth of naturally occurring pery of us material'?
Certification
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 traini g,expertise and experience described in 10 CMR 15.017.
Signature Datb
Q:1$EPTICVERCFORM.DOC
So-
N , � � Fee
i �
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ;
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zipprication for Migool 6p4tem Construction permit
Application for a Permit to Construct( )Repair(/j�Tpgrade( )Abandon(".., ) ❑Complete System I Kfndividual Components
Location Address or Lot No.S-7 ?R Q pR tti,#y ly Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Inst ler's ame,Address,and Tel.No. S Designer's Name,Address and Tel.No.
w- yr1/e
Type of Building: v vS
Dwelling No.of Bedrooms Lot Size sq.ft. 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
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t£®4,4'c C A, A-'F_
51PZ SY7--nn
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 Certifi-
cate of Compliance has been is d by this Board of Healtin
Signed Date
Application Approved by CgL Date 2 C)
Application Disapproved for the following reasons
Permit No. UO2- Date Issued 7 2 C3Z
47
�.� t=WN,. ', SO_
I�. `"� r t- •:, `, Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
1_, I Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIpplicatton for 0,too4ar 6potem Construction Permit ,t
Application for a Permit to Construct( )Repair( ` div Upgrade( )Abandon(' ) El Complete System E idual Components
Location Address or Lot No.�— 4 j?ar k w,4 y ,HY Owner's,Name,Address and Tel.No.
Assessor's Map/Parcel C/(� V lI V/N~-r3 A 1 y
2 1
Install N e,Address,and Tel.No. G S^ Designer's Name,Address and Tel.No.
W' Ko A
.tb
Type of Building: ~~; O V-g ,t
A/ i 3 t tie
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
` Other Type of Building, No.of,,Persons Showers( ) Cafeteria( ) i
Other Fixtures
Design Flow gallons per day..Calculated daily flow ):w`t�'' 1 � gallon s:W_
j Plan Date Number of sheets Revision Date
Title j
Size of Septic Tank Type of S.A.S.
�Y
Description of Soil:
. Nature of Repairs or Alterations(Answer when applicable) tr 1,4,4 C r A'1 Ail/N IV
1,f 10 !sr,r, or- 4-C, In iwrp_
Date_last inspected: 1
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 Certifi-
cate of Compliance has been is d by this Board of Healt .
Signed Date `
Application Approved by C_ Date 2. C� I
Application Disapproved for the following reasons ► {
r
YPermit No. ?C YD ' Z (-O Date Issued
y-------------------------------- — ---
i THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance =
j THIS IS TO CERTIFY that the On-site Sewage Disposal System`Constructed( )Repaired ( A<Upgraded( )
j" Abandoned( )by NC C! 3,S0 0/,;/Ae y G✓
at .S 3 A tf 46 OR CAI/o e -V f� has been constructed in accordance � !I
with the pro 'sions of Title 5 and the f isposal System Construction Permit No. 2 CX�'2��dated -7
Installer _a Designer
The issu ce of fhis pen-rut shall not be construed as a guarantee that the syst m will�u�ction as
- desi��
Date f �� r Inspector 6it,•t /!N� --F�"
,K
--- ----------------------------------
No. 2 a— Z_)�p Fee SO
/. THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
' 1=i5ponl *pgtem Construction Permit
Permission is hereby granted to Construct( )Repair( L)Tpgrade( )Abandon( )
System located at v/P W -ir- oe�14y
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: Construction must be completed within three years of the date of this pednit.
Approved by Date: 2 l C�
I
_ TOWN OF BARNSTABLE F
LOCATION C
3 �,Qd� Gt/ � SEWAGE #
VILLAGE / � � ASSESSOR'S MAP & LOT !-0q
,mar—r7°>f- .b
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY ���'� SyS?r.�
LEACHING FACILITY: (type) (size)
/ 4r- s.� s
NO. OF BEDROOMS (pie-
BUILDER OR OWNER 'v
PERMITDATE: �� -IPA COMPLIANCE DATE:
Separation Distance Between the:
Feet
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by
s �B
.7 r
0
l
s cC
o ;yd2 , 3
�4
i
TOP Of FOUNDATION 24"diameter concrete co✓ers
EL=50.4 Y N raised to within 6"of finish grade
(or as noted) Inspection Port and cap with magnetic � 25 -k Bdrm MA
marking tape to within 3"of grade 5.0' 5.0' 5.0' 5.0' 5.0' Bdrm #2
Existing fL=49.0-49.3f EL=49.0* EL=46.3-46.7(max) #1 S
N C Bth 0
CD �i
[[3th Dming
<
N Garage Family rn
Bth
Wes St.
472+ m 0-BOX d- t Main
N _
46.9
45.7* v c Old Main
-\ N Lndry Kitch Lwm9 B#4 B#3 5ter1in9�" Pie
A:46.0+ 46.00 \ c�i Arbor Way C)C,\) <
45.75 45.57 N 45.40 45.30
3:479- p ) FLOOK PLAN a eth�n Sylvan
-` Ins ection Ports(See Note#4 �\�Z bLOCUS
Gas Baffle 44.40
Dr
A:76'� _ /6 Longt Run TWENTY FIVE(25)AD5 ARC361IC 5.3+ PLAN VIEW (TYP.) NOT TO SCALE ro yt Ln
B:53 (36/6B02)LEA CI l Cl/AMBERS/N D ffD
DB-6 CONFIGURATION SCALE: I" = 10'
1500 GALLON (1�-20 Rated)
SEPTIC TANK D-BOX LEACH C/�AMBERS EL=39.l+Bottom of Test Hale SITE LOC U eJ
bor way ��o' p�b''G Way' _ NOT TO SCALE
FLOW PROFILE
Ar
NOT TO SCALE 1 .) A55C55or'5 Map 289 Parcel 49
2.) Certificate #150334
CONSTRUCTION NOTES N 82°09'25"e ohw 3.) Land Court Plan 24740-C Lots 29 * 30
213,14' 4.) Thls property 15 in a Zone II of a Public
1 .)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR Water Supply
1 5.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, I LOTS 29 30 5.) Flood Zone: C
UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND ohw
FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH Area=0.69 Acres±
REGULATIONS.
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS I
POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO ohw LEGEND
WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE
VENTED TO THE ATMOSPHERE. I ro o
EXISTING SPOT GRADE
3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A B \ 24x5 PROPOSED SPOT GRADE
STABLE MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. �' Q EXISTING CONTOUR
rn 24- PROPOSED CONTOUR
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION \`� w WATER SERVICE LINE
BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL `�\ Map 289 doned(See Note#20) _ohw- OVERHEAD UTILITY LINES
GRADE. LEACHING FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT Parcel 48
ACCESS MANHOLES SHALT HAVE AT LEAST ONE(1) INSPECTION PORT CONSISTING OF `� �� ���Abm5ting Cesspool to be u UNDERr.ROUND UTILITY LINES
PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION Aban
SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF G GAS SERVICE LINE
FINAL GRADE. Dwelling TOP OF BANK
Existing 4 Bedroorn ♦ - - LIMIT OF WORK
5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID Top of Foundation EL=5O'4+ EDGE OF CLEARING
ON A MINIMUM CONTINUOU-)GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE Map 289 '-- FENCE
SEPTIC TANK, AND NOT LESS THAN I%m OTHERWISE. Parcel 50 TEST HOLE LOCATION
G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER Existing Paved 7// c% ST SEPTIC TANK
SCHEDULE 40 PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLE55 OTHERWISE NOTED. Drive A DID DISTRIBUTION BOX
/ -
LINES SHALL BE CAPPED AT END OR AS NOTED. 0`J
f` , 49 5A5 SOIL ABSORPTION SYSTEM
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE C/o I =Deck= S r ce o� do o ` Wooded
Reserve RESERVED FOR FUTURE USE
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER I 5T `� UTILITY POLE
z -
TESTED TO ASSURE EVEN DISTRIBUTION. j / 1.� (ED CATCH BASIN
FIRE HYDRANT
5.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE 8" Maple DRINKING WATER WELL
STRUCTURES IN ORDER TO PROVIDE A,WATERTIGHT SEAL. C/O c/o
C/o CLEANOUT
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE
iP-21M OF
SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. Approximate Location of
Existing Cesspool to be
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE Abandoned(See Note#20)
Map 289 LINDA J,
MARKED WITH MAGNETIC MARKING TAPE. O _ Parcel 47 PINTO
1 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION IL
SYSTEM.
SITE PLAN
��.4
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL Wooded la P0�"'FFF"'�CfSTER�O
RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND Area 00, SCALE: 1 " = 20' �`rS/ N�'\
FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 230' ANAL
U 5�8°3a0�11 W BENCHMARK Surveil A'orlc by. 1-MIy,
1 3.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS Top Corner Concrete
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY EL=50.00 (Assumed Datum) A & M band Services
THE DESIGNER. 818 Route 28, .5'ulte 3
14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT Mest Yarmouth, MA 02873
OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING TEST HOLE LOGS Pb. (508) 737-.IM7 RMAU.• anmlandicomeast.net
THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS
OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. -' ` SYSTEM DESIGN CAL.-.U LATi O N S REVISION I O/04/12: Septic Lines to be trenched outside the house.
' Test Hole#I (EL=49.I ±) REVISION 9/24/12: Relocated SAS, Septic Imes to be plumbed inside house,
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE
SEWAGE DESIGN FLOW REQUIRED:4 BEDROOM DWELLING @ Added Notes#2 14 22.
FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS Depth Layer Soil Class Soil Color Comments //O GPD/BEDROOM= 440 GPD REQU/RED
Prepared for:
TO DIG5AFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 01.-1 1" A fine-Medium Loamy Sand I OYR 3/2 5EWA6EDE5/6N FLOWPROVIDED: TWENTYFLVE(25)ADS UNlT5/N
I I ,-I G" E Medium Sandy Loam I OYR 4/3 BED CONF16UR4T/ON. The Estate of Florence M. Quinn
I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER 10-20' B Medium Sandy Loam I OYR 5/8 53 Arbor Way, H anni5, MA
TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE 2G"-106" Cl Medium-Coarse Sand I OYR 5/G Perc @ 45" Vt =[(44010.74)/(4.6 FT2/FT)/5.0 LF7 = y
DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 108"-1 20" C2 Mednum Sand I OYR G/4 24.7ADS UN/T5 REQU/RED(25 PROVIDED)
17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF 3 10 CMR 1 5.01 7 TO CONDUCT SOIL EVALUATIONS AND THAT Proposed Sewage Disposal System
ANY SEPTIC SYSTEM COMPONENTS. THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT Test Hole#2 (EL=48.9±) 444 GPD PROV/DED> 440 GPD REQUIRED
WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE 53 Arbor Way, Hyanrns, MA
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL DESCRIBED IN 3 10 CMR 15.017. 1 FURTHER CERTIFY THAT THE Depth Layer Sod Class Soil Color Comments SEPTIC TANK CAPACITY REQU/RED: 440 GPDX 200916 =880 GPD
NOT BE USED FOR STAKING, OR ANY OTHER PURPOSES. RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE SEPTIC TANK CAPACITYPROVIDED. /500 GALLON SEPTIC TANK Prepared by:
19J THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN 0"-10" A fine-Medium Loamy Sand I OYR 3/2 (MINIMUM ALLOWED)
ACCORDANCE WITH 3 10 CMR 15.100 THROUGH 1 5.107 1011-101 E Medium Sandy Loam I OYR 4/3
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT 1 G"-24" B Medium Sandy Loam I OYR 5/6 A GARBA6E015P05AL /S NOT PERMITTED WITH TI-115 DESIGN FLOW
RESTRICTIONS.
24"-110" Cl Medium-Coarse Sand I OYR 5/G �71 Y C�+nr
�'N
AN
20.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN 110"-1 20" C2 Medium Sand I OYR G/4 ,��-
SAND AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. �� ��,� Engineering
Linda J. into, Certifie Soil Evaluator DATE OF TESTING: 05/30/12 P#1 3G55
2 1.) INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING 0 20 40 GO
TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. BOARD OF HEALTH AGENT: DON DESMARAIS, BARNSTABLE HEALTH DEPARTMENT P.O.Box2030 Phone:(508)299-3250
PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN"C" LAYERS Teaticket,MA 02536 Fax:(508)548-5478
SCALE 1 "=20'
NO GROUNDWATER ENCOUNTERED
C:\C5N\Arbor\Arbor-5D5 Plan.dwg Date: OG/15/12 Scale: As Shown I BY LIP I Check: MTA Project No. C5N0244