HomeMy WebLinkAbout0197 STRAIGHTWAY - Health y.
197 Straightway
Hyannis --
A=268-222
1 q �9/v���'J�TOWN OF BARNSTABLE
LOCATION / ! 5 SEWAGE# a0G—OAD?)
VILLAGE ASSESSOR'S MAP&LOT
INSTALLER'S NAME&PHONE NO. As JAI JL ('
SEPTIC TANK CAPACITY .. MN \ it
LEACHING FACILITY:(type) ?10LP"(size) OX wn
6
NO.OF BEDROOMS 2)
BUILDER OR OWNER W 111 n 60
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) h( AW Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching fff`acility) leiFeet
Furnished by E W ,
t� IA
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40
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No. 012 063 Fee 0 U.i
THE COMMONWEALTH OR MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
9pplitation for Intl 8aY 6pBtem �lCOTYStC Lott Permit
for a Permit to Construct( ) Repair Upgrade( ) Abandon( ') Complete System ❑Individual Components
Location Address or Lot No. 437A1 bkrw AJ 4 Owner's Name,Address,and Tel.No. Azt5co
Assessor's Map/Parcel �& -�s"�- �XJFIhn/! "� nLAit°FtT1N 1'�`iA-�oi �Sb4XV
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.Mt_N4,-yLS t CLW45 InIG
3SO P'ttrliaC PN� 15-L 'ul Qll ` W 1 ,SM+41wICl-t rj(i`6�1O "
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(Nj )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided -50. gpd
Plan Date 6M 2.0%Z— Number of sheets C14- Revision Date
Title
Size of Septic Tank 6-10 ST (C �e Type of S.A.S. OtC._151F L
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)I W5%U4Wt VC4 !/( OW ISba 6AL ST .11000 6a1- �e
1,Z�Z��litllj
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 Healt
Signe Date :3./° Z
Application Approved by jffDate C g
Application Disapproved by Date
for the following reasons
Permit No. qu :':0 6 Z Date Issued
/,y% j � .._ _.Y.....,-,. ....-... - ,.r ...-..,,...ter.-__�• �. - - +
No. r U .2 063 Fee
THE COMMONWEALTH OF,MASSACHUSETTS Entered in computer: Ifr
PUBLIC HEALTH DIVISION -TOWN-OF BARNSTABLE, MASSACHUSETTS Yes
21ppYication for VsposaY 6pstrm Con7Ct1,Mp1�1't1'11S11ystem
'Permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Individual Components
N
Location Address or Lot No.'Ti 13TMI(,NT1.j A'_4 Owner's Name,Address,and Tel.No. P2(SC C)
Assessor'sMap/Parcel r?J- 6+nh — 40 svAtt,1,tr1NA-'
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �n5 �S i�►C
Oo uL MRdt-n r-J
th1Ai� eu 'eu-)1 9% St oWIcs-c )a 3ka3 aGaa
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(,j )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) kso gpd Design flow provided 7 00 gpd
Plan Date fi� 156 , 1 0\2 Number of sheets e3L Revision Date
Title
Size of Septic Tank I %T` (CX)U PC Type of S.A.S. S N2C.3t,o L- P .
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)I NS LLA lUn, WQ-j 1G. w 6AL S-r j 1 LXD 6P L. PC
256%,:L-6
Date last inspected:
M 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 ,F
Application Approved b
PP -'.PP Y Date -
Application•Disapproved by Date
for the following reasons
Permit No. 7 U J -o�i Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired kA Upgraded( )
Abandoned( )by
at 7 S r� q,,,,,) has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. p )—06 3'`lzted 3//1 /'?
Installer Designer
#bedrooms _� Approved design flow ! p gpd
The issuance of this permit shad not b strued as a guarantee that the system will f action V�es', d.
Date Inspector
No. 0 I � � V Fee� I
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal *pstem ConstrUrtion 'ermit
Permission is hereby granted to Construct( ) Repair ) Upgrade( ) Abandon( )
System located at ) 0?(�
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 / /2 Approved by ► -/ 4 ;
v / t
Town of.Barnstable
�"'E'' .� Regulatory Services
. Thomas F.Geiler,Director
ar�wsrnHt.�.
9�e `�� ®� Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,INL4 02601
Office: 503-362-4644 Fax: 503-790-6304
Installer& Designer Certification Form
j
Date: Sewage Permit# Assessor's MapTarcel
Designer: Installer:177
Address: C7 Address: 35o e-T 1'3
42_5-3`�
On was issued a permit to install a
(date) (installer)
septic system at � based on a design drawn by
}, (address) V
t`1 kk Jkkee e. r dated
(designer)
1 certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved charges such as lateral relocation of the-
distribution box an&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 anv 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.
DAIRRYEtEN
(Installer's Signature) �No1�t,4
SANITAR��� t �`
(Designer's SignarureO (Affix Designer's Stamp Here)
PLEASE RETURN TO 4. RNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORIM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNST ABLE PUBLIC HEALTH DIVISION. THANK YOU.
a " .
Q: Health/Septic/Designer Certification Form 3-26-04:doc
Fee
NO
THE COMMONWEALTH OF MASSACHUSET'T'S
PUBLIC HEALTH DIVISION ®BAR STABLE,MASSAC USETTS
a &ester cOnstrurtion plermlt
Abandon( }
Permission is hereby granted to Construct( } Repair } upgrade� }
System located at s
and as deser bed in the above Application for Disposal System Construction Permit. The applicant recognized hisfher duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construe ion must be completed within three years of the date of this Permi
Date Approved by r - -
4
Town of B Ai astable P#
Department of Regulatory Services
• Public Health Division Date
utxerABE i
s i ¢ tee$ 200 Main Stree4 Hyannis MA 02601
~lfD µA't 6
Date Scheduled 1T /-,,�_ 1i Time Fee Pd.
I
Foil suitability Assessment,fog- S e Disposal
Performed By: 'DUI 1 tkk�� ' Witnessed By:
j
LOCATION & GENE_ RAL INFORMATION
Location Address' l V I Sir1 G NT W 1 Owner's NameL��j'e(j)
Address /��
Assessor's Map/P4rcel: vpt�t ulll I Engineer's Name ;r12 y�l�
NEW CONSi1ZUtjON REPAIR Telephone#
s-
Lznd Use `J ,� 1tl J�--� Slopes('Yo) ',�� Surface Stones
Distances from: Open Water Body ZC� ft Possible Wee Area >ZCDtD ft Drinking Water Well /S6 ft
i
I)cainage Way `�j ft Property Line 4� f ft Other ft
SKETCH:(Street name,dimensiods'of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
100.00 i
I 1
I
\ I J 1
\ I \
v1n�E
I, iELEVA7E0
ISUN \
T.O.F. @ IROOM2o 4' 1
2G.5
o�
11
QQ I U
oC 8 W
WATER SERVICE 0I
I I � I—ro.a•,
I
V _
DWVEWAY II I I I I I
I
1 '
1 I I\\
I I 100.00'
9A.6+ .Y�/ p�/
I C
Parent material(geologic) ,�J''� i Depth to Bedrock '
Depth to Groundwater Standing Water in Hole:
+'p `t6�) i Weeping from Pit Face ��1�j
Estimated Seasonal;High Groundwater �tGZ5- i
D L TION FOR SEASONAL HIGH WATER,T"LE
Method Used: �- v1 tl�l "— +t J`i ln.
Depth observed standing in obs.hole: J in. Depth to sell mottles:
Depth tolwee in from side9f obs.hole
in, oroundwater Adjustment it• .�
��t W.•t p g 1�1�t l �' Adj.fact `' Adj,f7raundwater i evel C
Index Well# Reading Date:�— index Well level .. ✓
i
PERCOLATION TEST . Date_,_�.T_�e. 7clnie'
Observation Time at 9 ....—
Hole# - i
�tia�
Time at G"
Depth of Perc - It
Start Pre-soak Time.@ I Time(9"-0")
End Pre-soak
1 Z1,11L
Rate MinJInch '
Site Suitability Assessment: Site Passed _ Site Failed:
Additional Testing Needed(YIN)
Original:.Public l e$1th Division
Observation Hole Data To Be Completed on Back—
***If percolafiion test is to be conducted within 1001 of wetland,you must first notify the
Barnstable C4i�servation Division at least one (1) week prior to beginning.
DEEP OBSERVATION HOLE LOG Hole# I
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistenc %Gravel
r�'I� IKl i' �� �+P c� .j� .t 2•��f
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
Consistenc %Gravel)
21 l
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sol] Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, re I
\ I
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No✓ Yes
Within 100 year flood boundary No d 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? Nes
If not,what is the depth of naturally occurring pervious material?
Certification rs�
I certify that on �► 1 (date)I have passed the soil evaluator examination approved by the
Department of Environm tal Protection and that the above analysis was performed by me consistent with
the required t ing, xpertise and experience described in 3,10 CUR 15.017.
Signature V�& Date 3 w, 17�
Q:4SEPTICVERCFORM.DOC
j
TOWN OF BARNSTABLE ✓
LOCATION - �f NOW
VILLAGE ASSESSOR'S MAP 6z LOT
INST,A.LL.EER'SN-A-ME-6z-P-DONE NO.---
SEPTIC TANK CAPACITY p`-,
LEACHING FACILITY:(type) (size) i o oc�
NO. OF BEDROOMS PRIVATE WELL O PUBLIC ATER
BUILDER
DA SSUED: '
DkFE CE ISSUED•
VARIANCE -GRANTED: Yes No
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22 LEGEND HYANNIS
24
r 2G /,' .. 212 ' 24 21G �--�1 PROPOSED CONTOUR WEST MA
TBM = EL. 22.2 �i I � PROPOSED SPOT GRADE tea. 1N STREEET
'i BULKHEAD II -- 98 -- EXISTING CONTOUR'
FOUNDATION
+ 96.52 EXISTING SPOT GRADE PG
100.00' I II 11 W- EXISTING WATER SERVICE a�G� Ln
TEST PIT Z
N
' 'p°'v TP 1 TP#2. II 1 1 7
SOI L REMOVAL Locu s
Q o j l 1 i see note 16 197 STRAIGHTWAY
� I � �> CRAIG
WUZ BEACH
I i i ELEVAtk ED RD.
I E.O.F. @ ,IROOM II EX15T. CESSPOOLS LOCUS MAP
I o i L. 2G.5 23. 4' see note 10 LOCUS INFORMATION
I
TITLE REF: BK: 5035 PG: 197
PARCEL ID: MAP 268 PAR. 222
IWATER SERVICE v ; PROP. I ,000G PROPERTY IS WITHIN A WELLHEAD PROTECTION AREA
-11.0 1PLIMP CRAM.
DRIVEWAY L i 1`10. i PROP. 1 ,5ooG SEPTIC SYSTEM
_ 5EPTIC TANK REPAIR PLAN
LOCATED AT:
I I 197 STRAIGHTWAY
HYANNIS, MA
PREPARED FOR
Ik WI LLI AM & JEAN PRI SCO
�\ FEBRUARY 18, 2012
28.G-►- I SCALE: 1" = 20'
I 28 1 i 100.00,
I I OF
c
2G / 2G y DA EV M. yGn,
NWI.
l3MBA
DESIGN CRITERIA 1140 GENERAL NOTES: ., �. I f,
DESIGN FLOW: 3,BEDROOM X 110 GAL/DAY/BR = 330 GPD 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 10. EXISTING LEACHING AND SPOILS TO BE PUMPED, CRUSHED, AND REMOVED �, �FGIsl
BOARD OF HEALTH AND THE DESIGN ENGINEER. PER TITLE 5. (LOCATED WITHIN PROPOSED FOOTPR00T OF NEW LEACHING) SAIVITAR\��SOIL TEXTURAL CLASS: CLASS i DESIGN PERCOLATION RATE: <2 MIN/IN 2. ALL WORK'AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. �qND$UHV�`"�
OF THE STATE ENVIRONMENTAL CODE, TITLE 5, AND ANY APPLICABLE
GARBAGE GRINDER: NO LOCAL RULES AND REGULATIONS. 11 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
SEPTIC TANK: 330 gpd x 200% = 660 gpd : USE NEW 1,50OG TANK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
PUMP CHAMBER: USE NEW 1,000 GALLON PUMP CHAMBER DESIGN ENGINEER. 13. INSTALL 40 ml POLY LINER AS SHOWN AROUND SECTIONS OF SOIL REMOVAL 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM EL 21.54 - 18.4 TO PREVENT BREAKOUT. MEYER & SONS, INC.
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
LEACHING AREA REQUIRED: (330) = 445.94 S.F. ENGINEER BEFORE CONSTRUCTION CONTINUES. 14. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
.74 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED) P.O. B 0 X 981
PRIMARY S.A.S. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE,FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO EL. 18.42 OR
USE 4 ROWS OF 5 - ADS ARC36 LP (3 8" INVERT) UNITS - NO STONE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. TOP OF "C" LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. EAST SANDWICH, M A. 02537
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) 8 0 AREAS CONDITION AGREEDUUPON BETWEEN OWNESHALL B�NT��OR. (5 0 8)3 6 2-2 9 2 2
(CHAMBER) 20 UNITS x 5 LF x 4.73 SF/LF = 473 SF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
TOTAL AREA = 473 SF CONSTRUCTION.
DESIGN FLOW PROVIDED: 0.74GPD/SF(473) = 350.02 GPD > 330 GPD req'd i
SHEET 1 OF 2 J 1367
j
- NOTE: MAGNETIC TAPE TO BE PLACED OVER)ALL COVERS
TBM = TOP OF PROPOSED TANK PUMP CHAMBER
'FOUNDATION INSTALL RISERS W/IN 6- OF FINISH GRADE- INSTALL RISERS to FINISH GRADE ` INDSTAtl RISERS WIN 6° OF FINISH GRADE
EL. = 26.50 { v
1 FINISH GRADE=22.30
EL.21.0t EL.21.0f EL.21.0f EL.21.0t F.G. EL: 22.5t E MIN. COVER OVER _S.A.S. = 9"
i MAINTAIN 2% MIN SLOPE OVER -LEACHING AREA
�.
1 INSTALL TWO INSPECTION PORTS(MIN.)
SAINTARY TEE L =10'(MAX)
j 4" SCH 40 PV
4SCH PVC a ,e 3.8" TO poly liner
4" SCH 40 PVC 2
CELLAR FLOOR OS=2X 10•LLL _• ® S= IX (MIN.) tO" FORCE MPW ® S= 1% (MIN.) INVERT- (see note13)
a • • :: (MIN.) TEE's ARE TO BE 14 1 INV.=21.29
Y 4•SCH 40 we INV.= 19.25 PUMP ON 22" INV.= 21.46 D-8 4 ROWS OF 5 UNITS AT 5'/UNIT = 25'/ROW
BAFFLE 16" TEE SHALL NOT EXTEND
w/ FILTER INV.=19.15 PUMP OFF BELOW FIow LINE INv.ELEV.=21.19 -SOIL ABSORPTION SYSTEM (PROFILE)
Exist, Invert•:: 12• (USE DB-5)
INV.= 20.67 . .. - '•
INV.= 19.5 INV.=19.40 i RESTORE VEGETATIVE COVER
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP. CHAMBER BACKFILL WITH CLEAN PERC SAND
TO TOP OF CHAMBERS
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING (installalltion of`pump chamber to be reversed)
PIPE INVERTS PRIOR TO CONSTRUCTION.' -
0.
2) TANK, PUMP CHAMBER, AND D-BOX SHALL BREAKOUT=TOP ELEV.=21.54 ,
BE SET TRUE TO GRADE ON A MECHANICALLY INV. ELEV.= 21.19
COMPACTED SIX INCH CRUSHED STONE BASE AS
SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.= 20.87 11111 EXISTING SUITABLE
3) INSTALL INLET & OUTLET TEES AS REQUIRED. _ 2.s V MATERIAL
4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE 4' MIN. ABOVE BOTTOM OF
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32
(5.05' PROVIDED) USE 4 ROWS OF 5 ADS ARC36 LP
N.T.S.
5) INSTALL SANITARY TEE 1N D-BOX ADJ. GROUNDWATER EL.=15.82 - UNITS-NO STONE
-
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER TYPICAL SECTION
MATH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE SOIL LOG S
FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON P#: 13532 "'T's
CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. NEMA 4 JUNCTION BOX CORROSION RESISTANT
& LIQUID-TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
'HOISTING CABLE 7x19 STAINLESS STEEL DATE: JANUARY 30, 2012
1/8" DIAMETER. / 1,760 LB. STRENGTH. WATERTIGHT
2"BALL VALVE w/ UNIONS SCH. 80 PVC SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
PC INV.(IN)=19.15 GEORGE FISHER CO. MODEL NO. 560 OR EQUAL WETNESS: DONALD DESMARAIS, BARNS. BOH Elev. TP-1 Depth Elev. TP-2 Depth
2"SCH. 40 DISCHARGE TO D-BOX 20.1 0" 20.42 0"
ALARM ON EL: 16.98 2-SCH. 40 TEE w/ CLEAN-OUT CAP A LOAMY SAND A LOAMY SAND
PUMP ON EL: 16.48 PROVIDE 1 4° WEEP HOLE IN DISCHARGE tOYR 4/1 10YR 4/1
/ 19.27 10" 19.59 10"
PIPE FOR SELF-DRAINING FORCE MAIN
PUMP OFF EL 16.15 22° 16. B B
1 12 2" BALL CHECK VALVE SCH. 80 PVC LOAMY SAND LOAMY SAND
BOTTOM OF INT. P.C. EL. 15.15 _ 100 P.S.I. FLOWMATIC MODEL No. 208S 10YR 5/8 10YR 5/8
PROVIDE 2- WIDE ANGLE FLOATS: 2" SCH. 40 PVC DISCHARGE PIPE 18.43 20" 18.42 24"
FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL) C C
PASSING 2" SOLIDS
PERC TEST MEDIUM SAND
FLOAT NO.2: ALARM ACTIVATION (BARNES 073612 OR EQUAL) BARNES SEV412 PUMP .4 H.P. V
NOTE: PUMP CHAMBER TO BE FACTORY WATERPROOFED AND SEALED WITH THOROSEALROR EQUAL.
OR EQUAL BUOYANCY CALCULATIONS EL 15.77
' - MEDIUM SANG II
PUMP & ACCESSORIES AVAILABLE AS A UNIT 2.5Y 6/4 2.5Y 6/4
THROUGH NGGEN PRECAST CORP., BOURNE MA. (800) 564-6774 1.500 GALLON SEPTIC TANK
PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 uRli I1' x 6' x 0.57 x 62.4 - 2.348 Ibs . 12.100 96" 11.92 102"
PUMP DETAIL amsind cover.11' x 6' x .75 x 120 = 5,940 Ibs
empty tank,
= 12,000 Ibs FOR TESTFIOLE N1:
1 .92
OBSERVED AT 8T EL. 12.85 GROUNDWATER OBSERVED AT 90°. EL 2
groundcover + empty tank > .uplift: GROUNDWATER
N.T.S INDEX WELL: MIW-29 ZONE. C INDEX WELL MIW-29 ZONE: C
5 940 + 12000 = 17 9401 .
ba > 2,348 Iba LEVEL 7.9 ADJUSTMENT: 2.9 ft. LEVEL: 7.9 ADJUSTMENT: 2.9 ft
DOSING & • STORAGE REQUIREMENT
DIRE ME NT SEPTIC TANK BUOYANCYCHE
CK O.K.0K.
'ADJUD GROUNDWATER: EL 15.75*• **ADJUSTED GROUNDWATER: EL. 15.82t•
OF q S DAILY FLOW: 330 GPD
DOSING REQUIRED: 4 CYCLES/DAY (SAND) PROPOSED SEPTIC SYSTEM UPGRADE PLAN
r y 330 - = GALLONS/CYCLE CYCLE
G . 4 82.5 G /. PUMP CHAMBER
o D R E s 1
DISTANCE REQUIRED BETWEEN PUMP LOlifl: 8 X 5.5 X 0.67 X 62.4 = 1,839.5 Ibe 197 STRAIGHTWAY, HYAN N I S, MA
1 0 ON AND PUMP OFF FLOATS: k ground cover. 8 X 5.5 x .75 x 120 = 3,960 Ibs
82.5 GAL/CYCLE 250 GAL/FT i ='0.33 FT/CYCLE (4") �eg took, = 8000 lba Prepared for: William and Jean Prisco
_fSTE��� STORAGE REQUIRED ABOVE WORKING. LEVEL:- 330 GALLONS groundcover_+ empty tank > uplift• Engineering by: Surveying by: SCALE DRAWN DATE
a MEYER&SONS,INC. Weller & Assoc. N.T.S. DMM 02/18/12
SNITAR�a STORAGE PROVIDED: 3s60 + 8,000 = 11,960 Ibs > 1,839.5 Iba pOBOX981
INV.(IN) EL:19.15 - ALARM ON EL: 16.98 =2.17' PUMP CHAMBER BUOYANCY CHECK O.K. EASTSANDI4/CH,MA02537 (508) 775-0735 REV. DATE CHECKED SHEET NO.
STORAGE PROVIDED = 2.17' X 256 .GAL/FT = 542.5 GALLONS 508-362-2922 DMM 2 Of 2
II -