HomeMy WebLinkAbout0340 WILLOW STREET - Health 340 Willow Street
West Barnstable
A= 131-026
i
TOWN OF BARNSTABLE
LOCATION�3qO LJi 110ey 54 SEWAGE# DO/2 •121
VILLAGE W, f 8 okS)G ASSESSOR'S MAP&PARCEL 131 • Z G
INSTALLER'S NAME&PHONE NO. 13 i 8 EXCmV0.J;Oil qI I-01,S3
SEPTIC TANK CAPACITY /SOD 9m I
LEACHING FACILITY:(type) Too9m) cAdhnS CS) (size)
NO.OF BEDROOMS �SSOSi Jowl
OWNER Sohn Chap N1ad\
PERMIT DATE: S••3. 1 2, COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
IBI • /9'
A?.113�
A3•G7.5•
B3- 81 3
Aq• �•� �
oq ' 90' i
No.�-= 70�Z (7"ZZ Fee------—------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
ZipplicationfforVell uCong1ruction3permit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( n individual ell at:
Location — Ad Bess ssors Map and Parcel
1�_-- i0-0- Asse�_i,)
Owne
-�l_ r-w- �------- —lei A � �-«y
Installer — Driller Address
Type of Building1 h
Dwelling—
Other - Type of Building—=----------____-_ No. of
Type of Well (llr�`�� — Capacity----------———--- ---
Purpose of Well---T IN ----_
Agreement:
The undersigned agrees to J/nstall the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection RegulationZZ The undersigned further agrees not to
place the well in operation until rtificat .of ompliance has een ssued by the Board of Health.
Signed ------- ---- -------
date
Application Approved By __ —____—___— _.___---
date
V�--'—
Application Disapproved for the following reasons:
date
Permit No
C� �Q (7--=---Q-�-_------ Issued � -�_�--_�..__------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS 1S�(C7ERTIFY, hat the ndividual We Constructed ( ), Altered ( ), or Repaired
r JW aL; -- — _ ---- —---- -- ---
Installer
at- 3 #6 W-i"'60 bi ba-o�
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. -----------________Dated-------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE Inspector
_
- ----- --
Q
No. ---------------- Fee—
BOARD OF OF HEALTH
TOWN OF BARNSTABLE
= Zipplicat ion ArWell Conotruction permit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( kan individual ell at:
—
Location — Actoress Assessors Map and Parcel
-- Owner Add s
Installer — Driller Address
Type of Building
Dwelling---L -----------------___—__
Other - Type of Building-=—_—_________ No. of Persons-- ------__.—
I�
Type of Well Capacity------------ ------- ----
Purpose of.Well--Q-h
'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 rtificat of ompliance has ee ssued by the Board of Health.
Signed -----___ _—�_ --_--
' date
Application Approved By —___---- 8// 3 Z'0 'Z _
/ I date
Application Disapproved for the following reasons:
i
date
I�
Permit No IA� 4 22m —__ — Issued _ _ _ --_�_-_----- -------
i4 date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of Compliance
Y' THIS IS�CERTIFY, at the ndividual Well Constructed ( ), 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. _________—___Dated--------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE ----_— __ Inspector _-------____--
4
- ---- ---- --__------------------------ -- - ----- --------------- --- -
BOARD OF HEALTH
TOWN OF BARNSTABLE
Well Con5truct ion Permit
00. Fee- g-------
Permission is hereby granted
to Construct ( ), Alter ( ), or Repair (✓j an Individual Well at:
No. --e� 1 1A.2. fib
Street
as shown on the application for a Well Construction Permit
Dated
F ,
DATE
UB ard of Health
_
No. I ( � Fee s
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppliLation for Misp08al *pstem Construction permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components
Location Address or Lot No. U \A](110 V4 S j Owner's Name,4ddress,and Tel.No.
Assessor's Map/Parcel 0 �o (;�^ l i d chp pm n n
taller' N e,Address,and Tel.No. Designer's Name,Address,and Tel.No.
L��xc��ur,��id
Type of Building: °j �d1j
,I,,
Dwelling No.of Bedrooms Lo SizeAc_raS sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) V gpd Design flow provided gpd
Plan Date I I �� Number of sheets Revision Date
Title
Size of Septic Tank I ®® 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 not to place the system in operation until a Certificate of
Compliance has been issued by this Boa H
d ealth.
k
Date
Application Approved by Date 5"=3—0-
Application Disapproved by Date
for the following reasons
Permit No. ;Zo j 1 -�d Date Issued2—
7
7
No. 20 — I J,t=, ..�;.- r Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLI�C`HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4plication for D,is"Posal *Pstem Construction permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) I V Complete System ❑Individual Components
Location Address or Lot No. 3 Lk NAJ 1' V4 CJ 0 is Name,Address,and Tel.No.
Assessor's Map/Parcel 131 , O a� UJ bp,f h Crl Chci;D m Q n
e
Installe ' Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building: �S3ed6bi 1 ,N
Dwelling No.of Bedrooms Lof Size �&"S A sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ,33 gpd Design flow provided SSA gpd
Plan ' Date -- 1� i t �I In, Number of sheets Revision Date F
Title C rr
Size of Septic Tank 1 S U 0 Type of S.A.S.
r
Description of Soil
Nature of Repairs or Alterations(Answerwhen 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 BoarA-of Health. ,
gn d Date
Application Approved by /k.1 Date
Application Disapproved by Date
for the following reasons
Permit No. ZO- Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
`d THIS IS TO CE I , at the�O-n'{sitte Sewage Disposal system Constructed( ) Repaired(V) Upgraded( )
Abandoned( )by , l�LI �
at__314 d y V i I'd w _5 A— has been constructed in accordance
with the provisions of Title 5 and the for
r Disposal System Construction Permit No.
n�' �) dated
Installer (���(( ( '�Q l Designer �,CJ(,() ( � r
#bedrooms s3 QtfiyP�r .S Qto(foot_• ptq, r r Approved-design-flo — gpd
The issuance of this permit al rnot e coAstrued as a guarantee that the stem will function d signed.
Date G��—))``��.. Inspe�`afor
No. y ��£ a Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
]Disposal 6pstem Construction Vermit
Permission is hereby granted to Construct(�� Repair( �� Upgrade( ) Abandon
System located at U
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 completed within three years of the date of this pe
Date S -3 ' �� Approved by�
FROM :down cape engineering inc FAX NO. :15083629880 May. .10 2012 01:05PM Pl
Cos,
AL,_Pq
F 71iiatass 'McKesol 'Oh-e0q)v
C*162-4644
D a 113
JJ 't 1—a--eq
aw .0 0 h)A uA A
_Bt a alanwaS .ss a
hi j .11f2d I perml
(LUa:)
j .10 W � hasu.) oil a dt'sign drawn by
-en P,)
T 1,dy that tllt- sel-lic. syst.em.rdL—Lourrrl ahn-vt waS
th.0 J.nsip luf I al v 0 Lion Of -he,
muh is (,atu 1 .1 ca - f
di,Lrib-ixjinn boxancblcyc tank_
r utztify t1lat ffir, sep"ic sysme:m TtfFClCUUl:'J 9.110Ve Was LLl-,tallc"d with nuijor changc's (.i.e.
AS Or'111 !0C,3tj.0n Of d7l MPUT 11,
,7.eaLLT th-3,r.l W lateral.rcluialin.1.1.0,7 ffic S Y Y UlliCal Tt:- �C let
cif flif. .9elylic" system) bl.lt in.au.,UlcLiLce wli.f:h statr."4n, '1.0uA Re,-�ula6oaa. 111".111 1-u'vislm or
ceydijo.d.as-built by detilganx to-F,,)]I o w.
IN OF Aj.4
DANIELA,
0M.A
( f) CIVIL
o T. No 46502
r; ,
0 A
2 S'4,.ary Hure.)
I IL
U,T)ff, OB/P
'RE
UNTIL 00TE THIS UU,T ClilU) A
AN)) U-B
ST(114.qy,.T.0 T-TEAL'I'll:R)f JITAMI(YOTT.
PARN6WABLE
Ce ntifirsLim l'ol,:l 3--
r
c<�
072--.
Tow.0 of
BarnstaWe #
y4
' 1Departmclit of Regulatory Services .o2oi
• fl rinarternat.e, 4 Public Hcaflth Division Date
200 Main Street,Hyanuis MA 02601
7
Date ScheduledSoil Suitability Assessmentfior Sel_ :O Time--tom--- Fee Pd•
Dispoh
PcrPonned By: Witnessed By.:
LOCATION Ti J[�T �3: GE1�11Z+IUL�TI'Nf' ,0PL YlltITI N �I
Location Address 31
/O w f l L O✓� Jy Oavner's Name �/
W 6 �M�a Address
Assessor's Map/Parcel: /3/ engineers Nautc �a W h e
NEW CONSTRUCTION RCPt11R Telephone It Sa& 3 f0 /ate` (/�(V 7
LandUse'AP4i/O"-�14L� Slopes(Yo) Surracestones /" J
Distance's from: Open Waler Body It Possible WeL Area IL Drinking Water Well
Drai'na.ge Way _�/ rt Properly Llne U® ft Other ft
LLg CC)
,i9K.ETCfC]L r(Street came,dimensions of lot,exact locations or lest holes 8c perc tests,locale wetlunds'in proninu[y to hales)
G ` Igo
150 f
Parent material(gcologtc)_% '�� iY✓' w Depth lt1 Bedroclt 0
Depth Lo Groundwater: Slunding Waler ill Mole: �G Weeplhg oum Pit Pftpe
Estimated Seasonal High Groundwater
DE,T ERIMNATION FOR SEAS O.NAlL >FuIG]I-3[ WATJCI l[� TABLE
IYleti,od used: /� �
Depth Observed standing In obs. hole: V la, tDeptla to sail IkIUllL9Y T T _lu
Depth to weeping from side of obs.hole: ____ In. CIYUUI1dWulaY adJuBlhte[lt,a� e Pr.
Indcx Well ff Rcading Datc: Indcx Well Iwcl Add,ft ctor- ,At(l,C roulldwtlter Uvul
Observation 6
Holc It Tinto tit 9" _ _`-
/Grr Depth of Perc !O '7I TIn1p at 6" �--
$ v
Star[Pre-soak Time @ �U+ lo �,'9� U . Time;(9"-6")
End Prc-soak �� �Q/�� ��i d _ _ � �•�� `��
Rate Min./Incll 4Z, 'oe
Site Suilability Assessment: Site k'assei!_ ✓`> SiCG Failed: Addilionul Testing Needed(YIN) .
Original; Public Health Division Observation Hole Data To Be Completed on Back----P--**-
***It percolation test is to be conducted vvitiiin 100' of wedand, you n,mst first uaotify Aloe.
-Barnstable ConseVvation Divlsioll at Yeast olic (A) vveelc prior to bEgim.141g,
QASCPTIC\l1l3RCP0RM.00C
Depth rronl Soil 1lnrizon ]IO1�
Surface(in) Soil Texture Sdil Color
(USDA).. Soil• Other
(Mansell) Mottling (Structure,Stones'; Boulders,
A y Con iste c ravel
S,L
rL /
D]EIEP 0-PS E]f�1S�A'�ION HOLE ]LOG
Depth from Soil Horizon Hole #
(USDA)Surface(in.) Soil Texture Sail Color
Soil
(Mansell) Mottling (StructurOe,Ier
Stones, noulders.
/4�Yp y 1 Consistency %Craveh
/o`b2,�/
Depth from Soil Horizon Color.llo Hole#
Surface(in.) Soil Texture Soil Co [ -'
(USDA) Soil
(Muuself) Mottling (StructurOe,IStones,boulders.
('.o siste cY.'70 Onvel)
S1 -
L 2,
lI ]E]E113' 02,S]CR�A7C��1�1 H�>C,]E
Depth fi•om Soil Horizon LOG ROIL,
OIL, #
Surface(in.) Soil Tcxfure Soil Color 5oI1
(USDA) •. Other
(Mansell) Mottling (Structure,Stones,, Boulders,
V"p� �0 �G /� �� Conslstenc_ v X�� �^
Hood Insurance Rate Maw
j
Above 500 year flood boundary No_ Yes '
Within 500 year boundary No Yes.
Within 100year flood boundary Now
Depth of antuirall-y oecjjrring rqg Vious Material
Does at least :four feet of naturally occurring pervious miterlal exist in all areas observed throughout the
aw'ea proposed for the soil absorption system`
If not, what is the depth of naturally occurring lervious maroPial?
C'em Mentio n
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental.PI-Orection and that the above anal performed b ysiswas p y me consistent with
Cndlr:_'ei irail7iii Cii-Jci tisc " -
g, 1. ilia e>per ce described in �1U C1\tit 15.017,
Signature4 � Z Datb Da� •
Q:1S2PTlCTERCr0RM.D0C
A
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� y
q 0
UJI
��"
M
or1 l
O-C DO
14'
e
Nit
GiL `
------------
Q,
SYS h EM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
. LEGEND MARKED WITH MAGNETIC TAPE OR � e
SYSTEM DESIGN. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD oc
99- EXISTING CONTOUR � ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 6q eoao
\GARBAGE DISPOSER IS NOT ALLOWED TOP FOUND. EL. 68.9' FILTER
PEAS OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE FILTER FABRIC OVER STONE
X 99
EXIST. SPOT ELEV. 65.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
EXISTING 3 BEDROOM DWELLING PER ASSESSORS MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 63.5'
PROPOSED CONTOUR DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
[98.4] PROPOSED SPOT EL '• PRECAST H-io BLOCKS OR
USE A 550 GPD DESIGN FLOW RISERS (TYP.) PRECAST RISERS TO BE AASHO H-1Q ao� 4--
2'o 4"OSO140 PVC MORTAR ALL H-10 o eo
TH1 SEPTIC TANK: 550 GPD (2) = 1100 PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
;- ENDS
(TYP.) �-S
3' I
USE A 1500 GAL. SEPTIC TANK *65.5- ° r e
TEST HOLE '"� 9. 7 IDES 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 5 ee �e M'
2� SLOPE OF GROUND (PROP,) 61.91 TEE 150o GAL H-10 TEE 61.66' B ® °°°°°°°° 310 CMR 15.000 (TITLE 5.) 0 c e
SEPTIC TANK u c °o°o°o°o B ME= ®®R®® ®®® '°O°O°O°O OP l
LEACHING: +• uQ. LEVEL e• MIN. SUMP ,°o°o°o°o ® ® 8 ®®®B® B®® °o° WII t ��6
0 0000a0000000 00 • ,°°°°°°°0 ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO log
UTILITY POLE SIDES: 2 47.5 + 10.83 2 .74 = 172.6 GPD GAs eNFFLE �� MIN. INT. DIM, o o ° °
ACME OR EQUAL �o�o�o�o�o�0 o� �00000000Nip0°0°0°0°
° ° ° ° ®� ®�® ®®BBB®® ®®® ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER Str o
( ) ( ) 59.94 9.77 °°°°°°°° . °o°o°o°0 57.67
r , ° o 0 o ° ° ° ° ,
FIRE HYDRANT 47.5 x 10.83 .74 = 380.6 GPD' PURPOSE.
BOTTOM ( ) ' ""•' .. ,0 u 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING o°oao°oao°o°o°00000ao°ocL H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
o 0 0 0 0 0 0 0 o a o c 3/a"-1-1/2" DOUBLE WASHED STONE Locus
TOTAL: 747 S.F. 553.2 GPD BARN SEWER INVERT PROPOSED AT EL. 62.25 f o^o„ono„o„o o� o"ono„o^o, ALL AROUND PRECAST STRUCTURES (5) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
pj
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5 X 10.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND
USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. °J
WITH 2.5' STONE AT ENDS AND 3' AT SIDES MIN.
*THE INSTALLER SHALL VERIFY THE 2 `� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCATIONS OF ALL UTILITIES AND ALL ( % SLOPE) (3,1 % SLOPE) t 1 R SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE
r LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY DWELLING - 54' \ 52.0' BOTTOM TH-1 & 2 PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP
PORTION OF SEPTIC SYSTEM LEACHING NO GROUNDWATER FOUND
• SEPTIC TANK 56' D' BOX 12' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE
MA BARN 17' FACILITY REMOVED 5 BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
APPROVED DATE BOARD OF HEALTH 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ASSESSORS MAP 131 PARCEL 26
REMOVED.OR PUMPED AND FILLED WITH CLEAN SAND.
i
13. ABUTTING HOUSES SHOWN AS PER GIS MAP.
fi
ss�s OFO
EXIST. WELL
'RT wq
Y
3pp
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE, SE
�# / WITNESS: DAVID W. STANTON, RS
V
EXIST. SEPTIC REAR OF aw / DATE: APRIL 10, 2012
DWELL. ,l PERC. RATE _ < 2 MIN/INCH
• 1 CLASS I SOILS P# 13603
�r 64.3
/ ELEV. ELEV.
EXIST. WELL / o„ `\/' 63.0' 0" `�' 63.0' o„ 63.2' 0" `�' 63.4'
REMAINS OF SHED AP Ap Ap Ap
/ EXISTING WELL /SL ESL /SL
�SL
(TO BE ABANDONED) / 63.92 / 10YR 4 2 4/2 10YR 4I 7A
XX
/2 10YR 4/2
l'
10YR -
s B
8.23 \ ■61.6` /LS �LS X/LS �$
E ■63.61 • / / / / /
/ - EXISTING�r S N 10YR 5/6 10YR 5/6 10YR 5/6 ' 10YR 5/6
/ DWELLING / 36 32 40 38
TOP FNDN
-PROP. WELL .88 ELEV. 8 9'/ �6.09 'r 61.71\ C 1 C 1 C 1 j
s \
68.94 66.4 � .62.51 z\ \ AROUND PERIMETER OF5' REMOVAL OF TALEACH LBLE EACHING FACILITY,
/MS /MS /M$
4 6 55 DOWN TO SUITABLE SOIL LAYER. (VARIABLE DEPTH - SEE " C1
0 oLu 408 TEST HOLE LOGS). REPLACE WITH CLEAN MED. SAND, TO M ET 48 10YR 6/6 50 10YR 6/6 / , 60 10' 6/6
/ .`PECIFlCATIONS OF 310 CMR 15.255(3) SILT LOAM
■67. 06 63.96 6'? C2 C2 / / / / C2
6� TH 2 / / / / 1 OYR 5/2 //
a �Sp• .65. s 1 > SILT LOAM SILT LOAM SILT LOAM
a66. 0 /
aAn. / 10YR 5/2 10YR 5/2 84 56.2' 63 10YR 5/2 58.1'
TREE ,6 .54 /` rj2" 58.6 53" 58.5' �� „
A63. 2 C3 C3 C2 C3
/ 16' CEDAR O /�
PERC FS FS FS PERC
/ BENCHMARK: TOP FNDN. / m I
OF BARN EL. 66.0' 6.08 6.03 •sa.3s TH / j/ � % 10YR 7 3 $
/ 52.0' 10YR 7/3 52.0' " 10YR 7/3 52.2' 10YR 7/3 52.4'
/ �/
66 3.96 i /gk/ / 132 132 132 132
/ a.sa 6n 3 / /"/
6.17 66 BARN �A6 63�4 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
.68 \ .51 '
. 65.53 SHEDS .04 \ 63.03
\ ROTTING
SHED I
PROP. BARN SEWER INVERT
\ 65.48 AT EL. 62.25' I
.� TITLE 5 SITE eww" LAN
Exlsr.WELL
\ I OF
340 WILLOW STREET
\ NOTE: NO PORTION OF THE SEPTIC SYSTEM IIS DESIGNED FOR \
VEHICLE LOADING WEST BARNSTABLE
\ PREPARED FOR
'5 JOHN & SUZANNE CHAPMAN
APRIL 11 , 201.2
EXIST. WELL f
I �
Scale:1"= 30'
TOTAL LOT AREA: 3.1 ACRES PER ASSESSORS � MgsS ��1( nFM,iss�
(TWO ACRES PER DEED 562 PG 30) ��� ac-51 o� DANIEL
SURVEY SUGGESTED �� DANIELA. �� a A 0 15 30 45 60 75 FEET
36234• THIS PLAN IS TO BE USED FOR THE EXCLUSIVE PURPOSE o OJA� n I
OJALA � f
�p6 OF PERMITTING AND INSTALLING THE SEPTIC SYSTEM SHOWN 46502 ° 40
362 PG �o p *� . ��o v off 508-362-4541
30) � �- fox 508-362=9880
/ N L 7a. ti� icy ( downcape.com
OJALA IEL �N 0 0
/ AL OALA down cape eaginee�j#7 �►nc.
/ pNa N 40 v
°�Frs � ��� civil engineers
s land surveyors
SOON L � - "���av 939 Main Street ( .Rte 6A)
/ YARMOUTHPORT MA 02675
. / DATE DANIEL A. OJALA, P.E., P.L.S.
I
12-072
. LEGEND S EM PROFILE MARKED TWITHCMAGNETIC AP OR BE NOTES o
SYSTEM DESIGN. COMPARABLE MEANS FOR FUTURE LOCATION. APPROX. NGVD p
PROVIDE MIN. 20 DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS . °
99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 6y pa
x 99 GARBAGE DISPOSER IS NOT ALLOWED 2" PEASTONE OR GEOTEXTILE e
EXIST. SPOT ELEV. \ TOP FOUND. EL. 68.9' 2. MUNICIPAL WATER IS NOT AVAILABLE
FILTER FABRIC OVER STONE '
PROPOSED CONTOUR
EXISTING 3 BEDROOM DWELLING PER ASSESSORS 65.0' MINIMUM .75OF COVEN OVER PRECAST 2x SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
-�}-- 63.5
DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD 198.41 PROPOSED SPOT EL. PRECAST H-10 BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS71USE A 550 GPD DESIGN FLOW RISERS (TYP.) TO BE AASHO H-]Q 4
2'A 4"�SCF'40 PVC MORTAR ALL PRECAST RISERS pa° a TH1 SEPTIC TANK: 550 GPD (2) = 1100 .- ., PIPES LEVEL 1ST 2' H&DS COMPO(TNP) H-10INV' 7 3' 5. PIPE JOINTS TO BE MADE WATERTIGHT.TEST HOLE
SIDES 6. CONSTRUCTION DETAILS TO.BE IN ACCORDANCE WITH \ 5e to M•
USE A 1500 GAL. SEPTIC TANK *65.5'
1500 GAL H-10 - ' )10,0 0 0 310 CMR 15.000 TITLE 5.
2% SLOPE OF GROUND ;; ° ° °
LEACHING: (PROP.) 61.91 TEE TEE 61 .66 ®® In -B®®® o°°°°°°° ( ) tc e
SEPTIC TANK u c °o°o°o°o �mP2 E ®1nRm En ®®®® °°O°O°O° 00 o OQ
4' LIQ. LEVEL o 000000000000 00 6" MIN. SUMP �00000000 °°°o°o°o ll�W loci
�Q) UTILITY POLE GAS BAFFLE :° ° °o°o°o°o°o°° o° 12' MIN. INi. DIM. '°°o°o°o° ®8�®®® F2Emn REM r°°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO W, 6
ACME OR EQUAL ° �o°o°o°o�o�o o° 'o°o°o°o° o°o°o
SIDES: 2 (47.5 + 10.83) 2 (.74) = 172.6 GPD > ° ° o ° ®® ®B ®®® ®®®®® REM
.°°°°°°°°
FIRE HYDRANT 59.94' S .77' °�°�°�°� ' °0 57.67' PURPOSE,FOR LOT LINE STAKING OR ANY OTHER street �000
BOTTOM 47.5 x 10.83 (.74) = 380.6 GPD
.''j •• • 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING o 0 0 0 0 0 0 0 0 0 o c UH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
TOTAL: 747 S.F. 553.2 GPD o°o°o°o°o°o°o°o°o°o°o°oc 3/4"-1-1/2" DOUBLE WASHED STONE Locus
BARN SEWER INVERT PROPOSED AT EL. 62.25 f ALL.. AROUND PRECAST STRUCTURES (5) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5 X 10.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND J�z
USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [21)
PERMISSION OBTAINED FROM BOARD OF HEALTH.
*THE INSTALLER SHALL VERIFY THE WITH 2.5' STONE AT ENDS AND, 3' AT SIDES MIN. to
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCATIONS OF ALL UTILITIES AND ALL ( 2 % SLOPE) (3°1 % SLOPE) I, 1 R SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY DWELLING 54' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PORTION OF SEPTIC SYSTEM 52.0' BOTTOM TH-1 & 2 PRIOR TO COMMENCEMENT OF WORK.
LEACHING NO GROUNDWATER FOUND, LOCUS MAP
\ SEPTIC TANK 56' D' BOX 12' FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT .TO SCALE
MA BARN 17 REMOVED ' BENEATH AND AROUND THE PROPOSED
APPROVED DATE BOARD OF HEALTH ASSESSORS MAP 131 PARCEL 26
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED PUMPED AND E OVE OR FILLED WITH CLEAN SAND.
13. ABUTTING HOUSES SHOWN AS PER GIS MAP. j
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EXIST.WELL 'Ql W
qy
i
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w'� TEST HOLE LOGS
y� J ENGINEER: ARNE H. OJALA, PE, SE
0� WITNESS: DAVID W. STANTON, RS
EXIST. SEPTIC REAR OF �wv / DATE: APRIL 10, 2012
PERC. RATE _ < 2 MIN/INCH
i
DWELL.
CLASS I SOILS P# 13603
x 64.3
/ ELEV. ELEV.
-I 7EXIST. VAU / o» 4 63.0' 0„ 4 63.0' 0., 63.2' 0#0 `�% 63.4'
REMAINS OF SHED
AP xx
AP AP Ap
EXISTING WELL 63.92 /SL X,;�
S L S(TO BE ABANDONED)
1OYR 4/2 „ R 4/2 10YR 4/2 „ 10YR 4/2
/_ . g i 12 8 8 <
,l x 67.,o B g B B
67. 8.23 /
/ �LS �LS /LS LS
x 63.61 � ..
/ oXwEwNc �\ N \ 36„ 10YR 5/6 32" 10YR 5/6 40„ 10YR 5/6 38" 10YR 5/6
88 TOP FNDN. l\\
- -PROP.Nf11 ELEV. 68.9'� �6.09 \ .61.71\
/ I C1, C1 C1
° 6z 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
s55 56.4 0 0 -62.51 \ \ AROUND PERIMETER OF LEACHING FACILITY, /MS /MS �MS
x .4 6 55 � ,
/ DOWN TO SUITABLE..SOIL LAYER. (VARIABLE DEPTH - SEE
01 h °LD a.os TEST HOLE LOGS). ,REPLACE WITH CLEAN MED. SAND, TO M ET 48" 1 OYR 6/6 50" 1 OYR 6/6 /C11 60" 10YR 6/6
/ x 67. 0l' .�ECIFICATIONS OF 310 CMR 15.255(3) SILT LOAM
63.96 J i /
6� TH 2 I /C2 /C2 10YR 5/2 �C2
I ° 8 �50� "65' s 1 SILT LOAM SILT LOAM / SILT LOAM
-ss. 6' o /
TR EMI. l
6 .54 A� / 1 OYR 5/2 58.6' 1 OYR 5/2 „ 10YR 5/2 58.1'
i 52 53 58.5 84 56.2 63
ss 18• CEDAR /-63 / E C3 C3 C2 C3
BENCHMARK: TOP FNDN. !/ A PERC FS FS FS PERC FS
OF BARN EL. 66.0' 6.0 x sa.3s TIFi / /
6.03
k 1 OYR 7/3 ,� 1 OYR 7/3 ,. 1 OYR 7/31 . '
3.96 i i 132 52.0 132 / 52.0 132 / 52.2 132" 10YR 7/3 52.4
4.64 641<6 3 //
/ 6.17 66 BAR" NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
( .68 .51 6N4 C
\ 65.53 SHEDS .04 ��� 63.03 '\ ROTTING
SHED I •
\ PROP. BARN SEWER INVERT
65.48 AT EL. 62.25'
.Y1 TITLE5 SITE . PLAIN
M E=.HELL OF
\ NOTE: NO PORTION OF THE SEPTIC SYSTEM IS DESIGNED FOR
340 WILLOW ST* REET
VEHICLE LOADING
WEST BARNSTABLE
PREPARED FOR
o' I \
- V +
JOHN & SUZANNE CHAPMAN
11
EXIST. 1NELL AP R I L 11 , 2012
Scale: 1"= 30'
I TOTAL LOT AREA: 3.1 ACRES PER ASSESSORS f
(TWO ACRES PER DEED 562 PG 30)
SURVEY SUGGESTED 0 15 30 45 60 75 FEET'
36?.34. 0 THIS PLAN IS TO BE USED FOR THE EXCLUSIVE PURPOSE
/ A• ape 3s? P OF PERMITTING AND INSTALLING THE SEPTIC SYSTEM SHOWN
G, � = At, off 508-362-4541
/ 30) ; SH OF MgSS ESN OF ygS fax 508-362=9880
DANIL'aLA. G o� sgcy I downcope.com
o� 0JALI DAAIEL �� .
VI_ � OJALA dowo cape �ogIMUNPIog, ioc.
/ Na.465 q N. 40
`gyps civil engineers
land surveyors j
S/ON �� -- . gN� a /
939 Main Street ( Rte 6A)
/ DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
>2-072
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