HomeMy WebLinkAbout0025 BAXTER ROAD - Health 2y5 BAXT'ER iRD t
t
°
o ;;
TOWN OF BARNSTABLE
LOCATION TJ 4AVMR, RoAt> ' SEWAGE# 139
�-4
VILLAGE MA a if S ASSESSOR'S MAP&PARCEL 16 (30
,c., So
INSTALLER'S NAME&PHONE NO.CAPF_-"l �.lVTF 2�QJ,Se
SEPTIC TANK CAPACITY I d o o 641.4,,nos
LEACHING FACILITY:(typeQ) 500 G— f- C4l W W (size) 12, 9
NO.OF BEDROOMS
OWNER PCT-k M,4e_tlouA-t-70
PERMIT DATE: ? 1 Ac l 5 COMPLIANCE DATE: 5"aZ ("oZ 0 J 7
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility w Feet
Private Water Supply Well and Leaching Facility(If any wells exist on /
site or within 200 feet of leaching facility) A(`,4 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within l
300 feet of leaching facility) _ 'J/ A- Feet
FURNISHED BY CPC--wtot5 l:e�dTe2pwse' S b0Z
C� A_3 r3IA 0-3
i
-s
s
No. Ld r 1 :, Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter:
es
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Rl hration for -MispoSAY 6pst>em CottBt union J)Prmit
Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) [Complete System ❑Individual Components
Location Address or Lot No. a'S b,Q)t17M Rp,4'0 Nam( Owner's Name,Address,and Tel.No.
Peat 9—t4Cs»NAcX
Assessor's Map/Parcel 310 13 O L5 DA ep_. ptDA:k) 64NAc.FJ
Installer's Name,Address,and Tel.No. 50 S—4 1 T--S'F7'7 Designer's Name,Address,and Tel.No. 508—DLIS—0377
CAPeW11DE OE3JTG&A+SC—S LA.C., a"C !C�[IJiC�7(111�C$ LI.lC
Type of Building: J �,,) 0 I tl ( �yt y„� 13�Y✓trj I lJf[/ 1
Gl N�n►
Dwelling No.of Bedrooms oZ Lot Size ®8y sq.ft. Garbage Grinder(
Other Type of Building RZLSLae✓lh-L kL, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 33o i rtT�E Y gpd Design flow provided -1 4'9,4 gpd
Plan Date S—9—40 S Number of sheets 1 Revision Date
Title A 5i4AVIER k?)4 AUVI 1 S //
Size of Septic Tank [ , 00cp Type of S.A.S. /�L) 5 00_641- CB404114—. �S
Description of Soil �:O44.S1—H _SAklh 2- sto 11 J Sew
Nature of Repairs or Alterations(Answer when applicable) U5G "- 45S [1JC—� f;bOA
P" 0 -069 72) (a) 500 ta44.4(L-[,, <,u K CvrYil-
�/` o rr A l�—
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 Health.
Signe 3 Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 2.U ( C.N Date Issued
I No. Fee v
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp.ter.
es
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftpYication for Bisposal 6pstem Construction Permit zo
Application for a Permit to Construct( ) Repair'( Upgrade( ) Abandon( ) [Complete System ❑Individual Components
i
Location Address or Lot No. A5 bA)t'YM IZa4D Owner's Name,Address,and Tel.No.
p��L.wt�apN�4c.�
Assessor's Map/Parcel 31 O (3 O a5 (3a r.LOA�� Hy#4jIVI
Installer's Name,Address,and Tel.No. 5p$_1Lf-►T—Sgi-7 Designer's Name,Address,and Tel.No. 50$-113—03-T7
CAPE U)I D vim. 6-JT&I-P-446 S LAX_ TG. e6ick I n�c�—�2 I lr✓C� z*JL
(5:3 Sr #V A-£t-?eG_ I aS 5 E.4 4fvr=#o4&A J
TyPe of Building: 3d t ° k Ir-�1`I l)' Pr r"`• Dwelling No.of Bedrooms Lot Size ' �,O Z>V� sq.ft. Garbage Grinder( )
Other Type of Building RE'I Db?�t AL_ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 QTtTLE Y gpd Design flow provided 49, gpd
Plan -Date T—9—ay(S' Number of sheets ( Revision Date
Title A S BAYrER ROAD?UU(11 It 5
r
Size of Septic Tank , (gyp :) Type of S.A.S. � � 500 6,41_ l-49"lk6�_
Description of Sod.- ME?) 5&Zb,(Q ?n l�S�� AA7V
Nature of Repairs or Alterations(Answer when applicable) USC: r Xl5T(06r_ bOn «r htJ St-;rTm, TdFrVK.
-tom Qt�lU D -Sox 7t) C2) 500 C-4u,om-) [ego -s �Cr-t1-
y
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 Health.
' Signed Date
Application Approved by ft Date /
- Application Disapproved by Date
' II
for the following reasons
Permit No. Z 0 / — Z Date Issued
--------------------------------------------------------------------------------------------------------------------------------'-
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS.
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sew-age Disposal system Constructed( ) Repaired( Upgraded( )
Abandoned( )by
at V oA-b H YAW(S has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.ZU dated
Installer D GJ( C Gq-rmpki5eEs L LC Designer
#bedrooms Y/h„q Approved des' floCv 3'60 (Mt N k2p, TITc�.V� gpd
Q -T • t��
The issuance of thi permit shall not be consPtrued as a guarafit a that the system wil fun t1on as de igned.
Date a I Inspector
No. 1A I j- — 1 3-! Fee v-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
�DtbposAY 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( )
System located at 01 S k34X CI1 R0148 Y A-,U,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 permit.
Date S '( q//5 Approved by 1
r
Town of Barnstable
Regulatory Services
,�'• 4 Thomas F.Geiler,Director
Public Health Division
KAM
Ogg. Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790.6304
Date: ✓"2 I - Sewage permit# 2Q i r �'� Assessor's Map/Parcel 310 13 0
Installer & Designer Certification Form
Designer: ' TVIC. Installer: C�ew;� �,�Ferpcis�s
Address: 2i5l CrcvMcrc% 4',�)W4 Address: 153 Corr.me;cr'al sirE.CA
C-oe1 Woc6novrt VIA 01%39 MaJ�n�C�. 11R �1z(oN
5ol:•a73•o;77
On was issued a permit to install a
(date) (installer)
septic system at 25 bax �Oo�C based on a design drawn by
(address)
-:SC EnS��e_zc:n5 ,"r��_ dated May
(designer)
V 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. Strilpout (if required) was inspected and the soils
were found satisfactory.
1 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
certified as-built by designer to follow. Stripout (if required) ected and the soils
were found satisfactory. O
JOHN4L.
HURCHILL
I o
(lest ler's Sign re) iviL
4180
esigner s Signature (Affix De gn Here)
P ASE RETURN TO ARNST PUBLIC HEAL IVY ION. CERTIFICATE
OF COMPLIANCE L NOT B ISSUED UNTIL BOT S FORM AND AS-
BUILT CARD RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION.
THANK YOU.
gAoffice formMosignorcertification form.doc
Town of Barnstable P# r ` � 76
Departmi ent of Regulatory Services
'• ]Public Health Division Date � z-3 , )�
MAIAM
�p r47� 200 Main Street,Hyannis MA 02601
Date Scheduled ; Time d Fee Pd. l&I,
---f
Soil Suitability Assessment for Se ge 'Disposal
Performed By: fL�fta2� f(tyke I(e-( t E�7,i GS E Witnessed By: 66411 �L
LOCATION& GENERAL INFORMATION
Location Address 7 Owner's Name
�EzEX
/ Address as �A�L'r N'Y`4",A-1
Assessor's Map/Parcel: 310 ! 1 :3 O Engineer's Name 'A-6jGL,—tp6 QjTt-JP'Q'(SV>'
' ?GEp,C�rr�e-r:-kruGr-��. 5C E�5(,�etrlwJ
NEW CONS77RUCllONs 4 REPAIR C _ Telephone#
Lind Use Sloi �., :( ++ 568-273,63 77
. y � `l Vl� Slopes(%) 0- Z Surface Stones i*-.. rr
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line 7i� ft Other
ft
SKETCH.'(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) .
I
Parent material(geologic) ..
Depth to Bedrock,
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater _ 7 (2(J'
DETERMINATION FOR SEASONAL IRGH WATER TABLE
Method Used: bttec�-605d(Upbdn
Depth Observed standing in obs.hole: (26 le, Depth to soil mottles: In.
Depth to weeping from side of obs.hole: in, Groundwater Adjustment
ft.
Index Well# Reading Date: Index Well level Adj.}+actor , A�(.drouhdwater Leval '
PERCOLATION TEST Date y"?Y/5 'rime I am
Observation
Hole# u Time at 9"
Depth of Pere 30^�/� y T Time at 6"
Start Pre-soak Time Q ato Time(9".6") /f
End Pre-soak am /
Rate Min./loch L 2.
Site Suitability Assessment: Site Passed y 5 Site Failed: Additional Testing Needed(Y/N). /
( V /
Original: Public Health Division Observation Hole Data To Be Completed on Back----------- / p
***If percolation,test isko be conducted within 100' of wetland,you must firsi notify the.
Barnstable Conservation Division at least one(1) Week.prior to beginning.
Q:�serfrc�PERcro►zM.Doc
i
DEEP.OBSERVATION]SOLE LOG Mole# I i- 2
Depth from Soil Horizon Soil Texture Soil Color Soil , Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders.
onsistency,%Gravel)
S/6 — —
30 -(26 G -C S 2, 5Y b/� - �0/,-Zp% yo-d
DEEP OBSERVATION DOLE LOG Hole#
Depth from ' Soil Horizon Soil Texture Soil Color. - Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, era
• s
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture '- Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%QWyell
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency,% ravel) '
i
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No. Yes
Depth of Naturally OccurrinQ 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? Ye-S
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on lQ~�'�g (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protectioneandtthe above analysis was performed by me consistent with .
the required trhlnin ,e e dse a expescribed in 10 CMR 15.017.
Signatu �- Data
Q:1S_F-PT1CIPERCFORM.D0C
TOWN OF BARNSTABLE a
LOCATION �P - �� SEWAGE #
VILLAGEyy,ww�5 ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.
0
SEPTIC TANK CAPACITY
i
'.r�LEACHING FACILI'*Y:(type)�(2-z-- 6CA5 I— et —(size) (0I. pv
I:NO. OF BEDROOMS PRIVATE WELL O UBLlC—W_ATE -1�
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
c�
VARIANCE GRANTED: Yes No l/
r � h
No.... ,./.....136 F�$...��•,�..............
THE COMMONWEALTH OF MASSACHUSETTS
AMOVED BOARD OF HEALTH
8arn�tsbl�Conq�rvation DSO
TOWN OF BARNSTABLE
Diripng%tl World, (nnnitrur#inn lirrmit
Application is hereby made for a Permit to Construct ( ) or Repair (�n Individual Sewage Disposal
System at:
............................................................................•---..........-------- •-------•---•---------------••--•..-.....------•----•----•----•--•----------------•••-----......--
Locat'nn-Address or Lot No.
c
......................=`�` ----_.... ....._....••................................
a•ncr ............ dr
Installer Address
UType of Building Size Lot.............................Sq. feet
Dwelling— No. of Bedrooms... ...................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
a' Other fixtures ............................... . ... ... . .
W Design Flow.........�� -..---_--_--�-_NN___��.gallo�is per person er day. Total daily flow.. ........................gallons.
WSeptic Tank t Liquid capacitya60O lions Length.- .-.._-_ Width..c? Diameter................ Depth................
x Disposal Trench-- No. .................... Width-----............... Total Length.................... Total leaching area.............-__.._.sq. ft.
Seepage Pit No----/............. Diameter.../-Q-......... Depth below inlet...ea.�........ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by...................................•-••-------•--•-------------••-•------• Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P+ .......•-------
•------------------------------------------------
•••.....................
___-----
----...
_---
---------------
-••••------------
---•.....
-....
_-•-
ODescription of Soil.......................................................................................................................................................................
W •---•------•-----------------------------•-•-•-••-•-----------.....................-••-•-•----•------.........••---........-----------•-••••-•••--•••-•-•••-•-•---•-•••-••..........--•---------.._.....
UNature of Repairs or Alterations—Answer when applicable._ -` ...... - ?ID_.5.��.. ...................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has bee issued by the board f heal
Signed ..L..... .... ........... . ............ ...... ..... .. ...... . ........................ ....... ..:
Dace
ApplicationApproved By .................... ........................................................................ ........... .�...
Mic
Application Disapproved for the following reasons: .............................................................................................................................
................................................................................................................................................................................................................ ........................................
z / ............. ............. .....Dace......
Permit No. .........,/ .J...` ..... � .b. Issued !�'...-...le-.. ..-.q..3
Dare ,
e THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
_ t _
- TOWN OF BARNSTABLE
.� �rlirttfiu�t for Diri.pnmal Wnrkii Ton,itrnrtiun Permit
Application is hereby );Wade for a Permit to Constnlct ( ) or Repair ( C,�an Individual Sewage Disposal
System at:
-----•--------------------------------•-......_......._............-•--•-
u Location_ Address or Lot No.
��. I�c L. F' -••----•••-•---•---•-•••-------- ------------- ...2 tam-`� i--`--•....•--•----•••••----.......------...............
Owner Address ,/
W :..._...__.r!•_If1 �..-fht.�f1 /t�� aG;•/ �(�k �/ ' f' � M/
Installer Address
VType of Building Size Lot............................Sq. feet
L t Dwelling— No. of Bedrooms..-�I...................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
i Other fixtures .............••---------------..................._..----------..............._......•--...---•---•--_....
W Design Flow.......-.`��.-- .....................gallons per person per day. Total daily flow-.7 /'.__.:_.._..............gallons.
WSeptic Tank L Liquid capacity/ ;gallons Length.- ........ Width....5�__:........ Diameter.�._....... Depth................
x Disposal Trench-- No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
3 iameter...�n....____.__ Depth below inlet._/ __.._._.._.. Total leaching area.._........._.....sq. ft.Seepage Pit No..../.............. D
ZOther Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
a
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
ry, .....••-•-•----•...........••-----•---••••-•------•----•-•••-•--•••-••••-•••••-••••-------•--.....•.........................•••..........••--•....-----......•
0 Description of Soil.........................................................................................................................................................................
W
UNature of Repairs.or Alterations—Answer when applicable.. :!;' -!—Y(.... ---•---•-•--••---.
!=..........jinn...•• ...7......,�.�;, 3�-c ,P..----•-----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has beenlissued by the board.of health!
Signed
Application Approved B
. Dire
Application Disapproved for the following reasons: ..:....................................................................................`..
...... .................................................................................. ................................. ....... .......................................
Dare i
PermitNo. �..... ........ ..... .............. Issued .............�....-... .................................
Dare
THE COMMONWEALTH OF MASSACHUSETTS
BOARD;OF HEALTH
TOWN OF BARNSTABLE
(fErtifirate of Q'I'IIitiylianve
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired
by ...............................................!1J o-r:(.-'4.V'.-' -��I.L.S. ...........................................................................................................................
V V ° Instaue,
t.`-f'l, '!�................ �2.y ...............................................................................
at .......................................... .............. _............ ...:..
has been installed.in accordance with=the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ...?3,.....y36......... dated ...............................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE..............................�,.�...�
..... Inspector ................. .........� .-.. ... ..................................
C1 THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
FEE._. ...................
Disposal Workii Tomitrurtion Permit
Permission is hereby granted------------------------/I...i/1-t._. -"D...............................................................................
to Construct ( ) or, Repair ( L4--arr"Individual Seatage Disposal System
-------- --•- e :• ---•.-- 0 y. /.r .. o �.
Street
as shown on the application for Disposal Works Construction Permit:No.?3=..k,3Z_ Dated........................................»_
Board of Health p »
,i
DATE. " ------------------------------
FORM 36508 HOBBS&WARREN.INC..PUBLISHERS
FINISH GRADE OVER D-BOX 42.7'± � -
T.O.F. EL.= 44.0'±
FINISH GRADE OVER CHAMBERS = 42,6 42.8 GENERAL NOTES
PROVIDE EXTENSION REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO NE T DOUBLE WASHED
STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS
FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FND. EL.= 42.7''±- F.G. OVER TANK EL. = 42.5'± 5"DIA. OUTLET STONE OR GEOTEXTILE FILTER FABRIC S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES.
_ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
TOP OF SAS= 40.20' PLACE RISERS ON ALL DESIGN ENGINEER.
PROPOSED 4" 9"MIN. " CHAMBERS WITH
�� " 9 MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
EXISTING 4 SCH.40 PVC 36 MAX. 39.37' 36"MAX. ' INLET PIPES TO 6"OF
SEWER PIPE �_ -_ `+ SEWER PIPE BREAKOUT EL= 39.$7 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED.
-� 3"DROP MAX - ' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
6 3 2" DROP MIN 3" 9 L-14 ± PROVIDE WATERTIGHT ELEVATION = 39.87' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
7*40.TO'±
o
10" 4" PVC IN FROM JOINTS (TYP.) �w� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" SEPTIC TANK 4"PVC OUT TO 0 0 0 0 0 0 0 0 0 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
o p
CONTRACTOR TO PROVIDE LEACHING FACILITY pop � � � � � � � � � o o � � � � � � 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
SPECIFIED DROP BETWEEN " " op o 0
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 39.67' M N. 6 39.50' 2' o o o pop o p 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48 VERIFY CONDITION OF 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
00
AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE ° o o oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY op °° _ CD NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER.
8.5' TYP
5 '
OUTLET DISTRIBUTION BOX 4.0 ( ) 4. 4.0 (NP) 4.0 8. ELEVATIONS BASED ON APPROXIMATE M.S.L DATUM. BENCHMARK ELEVATION OF 42.40'
TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON CENTER OF EXISTING CESSPOOL COVER AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 32.20'
PIPES TO BE LAID LEVEL. 37.37 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW
c i� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE ISTRIEDTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILSTO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR L7�G ice►.
TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
- �- �-- ----_"- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
� 14676 APPROPRIATE AUTHORITY.
MAP 310 z i PERC NO.INSPECTOR: David W.Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
LOT 123 EVALUATOR: Michael Pimentel, EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
THEY SHALL WITHSTAND H-20 LOADING.
(g e' 14 C.S.E. APPROVAL DATE: Oct. 1999
TO April 24, 2015 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
�titi��� A i DATE: 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM AND UNSUITABLE MATERIAL
\ �qO y ! TEST PIT#. 1 IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL
YO U in: I
ELEV TOP= 42.7, UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER J APO tJ ELEV WATER= <32 2' UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
- 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
\ S6, • I PERC RATE - < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
-42-
{V � • DEPTH OF PERC= 30" 48" 16. PROPOSED PROJECT IS LOCATED WITHIN:
\/ TEXTURAL CLASS: 1 ASSESSOR'S MAP 310 PARCEL 130
� +
/r �\ a OWNER OF RECORD: PETER MACDONALD
BIT, DRIVE �\ rn
0" 42.7' ADDRESS: 25 BAXTER ROAD
�� MAP 310 LOCUS f 4" Fill 424, HYANNIS, MA 02601
LOT 130 4 i A Loamy Sand
9,000±S.F. • • 8" 10Yr 3/1 42.0'
FEMA FLOOD ZONE X
II • " • B Loamy Sand COMMUNITY PANEL# 25001CO566J
10Yr 5/6 17. DEED REFERENCE: BOOK 20007, PAGE 324
MAP 310 h. 30" 40.2'
� .A U f 18. PLAN REFERENCE: P.B. 11, PG. 103
LOT 131 o Perc P.B. 93' PG. 1 (BAXTER ROAD LAYOUT)
/ 48" 38.7'
00 ^p �(x3 ram + rr 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
w t
x, Medium-Coarse Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
"z / oN mho N 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
(10-20/o gravel)
C 21 DEPTH OF PERFORATED
SHALL POSITION O
THE OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH
EXISTING / REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
2-BEDROOM �= x, LOCUS PLAN 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.404,THE FOLLOWING LOCAL UPGRADE
/} (T DWELLING .�S / o APPROVAL IS REQUESTED FROM 310 CMR 15.211:
PROPOSED 2 - 500 GALLON LEACHING }/� / TOF=44.0'± / �°o SCALE: 1"= 1000' 1). A 2.5'VARIANCE (20.0'- 17.5') FOR THE SETBACK FROM THE PROPOSED LEACHING
CHAMBERS WITH AGGREGATE / m �v \ 126" 32.2' FACILITY TO THE FOUNDATION WALL.
/�42x4' �J / @J No Standing,Weeping or Mottling Observed
DECK ---_^_____.-__ __ __
v
} goo, m � DESIGN DATA LEGEND
42x6' ° NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) urn" 50xO' EXISTING SPOT GRADE
/} DESIGN FLOW 110 GAUDAY/BEDROOM ��3.- 50 - - - EXISTING CONTOUR
5' HOLLY
TOTAL DESIGN FLOW 330 GAUDAY �Z
50 PROPOSED CONTOUR
42x6' 3 SWING-TIES SCALE: 1"=20' DESIGN FLOW x 200 % = 660 GAUDAY
8" OAK 0 �2�, 42xT i`) 50 PROPOSED SPOT GRADE
/}/ O DESCRIPTION HCA HC-2 USE EXISTING 1,000 GALLON SEPTIC TANK �ll� l)
EXISTING 1,000 5 ----- GAS --- EXISTING GAS LINE
GALL/} 4 -- TANKOT BE CORNER OF STONE (1) 17.3' 46.9' / /
❑ H W EXISTING OVERHEAD UTILITIES
}/} 0 UTILIZED IN THIS CORNER OF STONE(2) 24.4' 35.9'
/ DESIGN W W--- EXISTING WATER LINE
42x5' 3 TREE (TYP�.. CORNER OF STONE(3) 45.2' 54.4' INSTALL 2 - 500 GALLON CHAMBERS
/ CORNER OF STONE(4) 41.8' 62.2'
}/} 42x5' r / APPROX. LOCATION SIDEWALL CAPACITY TEST PIT LOCATION
42x8' n (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY EXISTING 1,000 GALLON SEPTIC TANK 3 15" CEDAR ( )( ) (2 ) (0.74 GPD/S.F.) 112.0 GAUDAY=25.0'+ 12.83' 2
LP PROPOSED Benchmark PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
BOTTOM CAPACITY
"D-BOX" / Cesspool Cover 2 Elev. =42.40' (LENGTH x WIDTH) (0.74 GPD/S.F.) -
GAUDAY ❑ PROPOSED DISTRIBUTION BOX
Approx. M.S.L. (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY
PROPOSED 500 GALLON LEACHING CHAMBER
/} `T SAPPLING
PROPOSED INSPECTION PORT 3 TOTALS:
/ #25 REV. DATE BY APP'D. DESCRIPTION
/ HC- EXISTING TOTAL NUMBER OF CHAMBERS 2 _ _ __-._...-
3 / 2-BEDROOM TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE
/ OLD EXISTING CESSPOOL DWELLING TOTAL LEACHING CAPACITY 349.4 GAL./DAY
J ZT / (ABANDONED) �TOF=44.0'± PREPARED FOR:
X\ 10" MAPLE 42x6' / (1 �rO
CAPEWIDE ENTERPRISES
EXISTING LEACHING PIT TO BE ��5
MAP 310 ��.I-NCF PUMPED, FILLED WITH CLEAN )
LOCATED A
LOT 129 \'ram J COARSE SAND &ABANDONED tih O 2 HC-2 25 BAXTER ROAD
NOTES: � \�\ 3 0 HYANNIS, MA 02601
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP �-�� (4 SCALE: 1 INCH = 10 FT. DATE: MAY 8, 2015
��� �ss
EDGE OF EACH SEPTIC SYSTEM COMPONENT. 3) 0 5 10 20 40 FEET`S'S,o --� �?8• �
IN
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION
OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY
o JO NIL `�, PREPARED BY:
WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER RESERVED FOR BOARD OF HEALTH USE CHU HILL R.IVIL JC ENGINEERING, INC.
AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH p •41 2854 CRANBERRY HIGHWAY
TEST PIT DATA.
EAST WAREHAM, MA 02538
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD SITE PLAN� 50$.273.0377
PROTECTION OVERLAY DISTRICT.
SCALE: 1"= 10' - L Drawn By: KRR Designed By:MCP Checked By:JLC JOB NO.3075