HomeMy WebLinkAbout0020 PORTSIDE DRIVE - Health 2 PORTSIDE .DRIVE
Hyannis
A = 289 `072
In—C- 4 2020 ,TOWN OF,BARNSTABLE �g�-072
LOCATION ZO 916H S,dc 0P SEWAGE# 20W -
VILLAGE ,5 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. B ieB CXCcxQp-A't a,-%
SEPTIC TANK CAPACITY 2000 Qo.1 1 SOON S00
LEACHING FACILITY: (type) SOO!o.J We (U) (size) g x y8 x Z
NO. OF BEDROOMS �B r
OWNER c - c sir-
PERMIT DATE: /0 COMPLIANCE DATE: v v
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
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TOWN OF BARNSTABLE
.LOCATION a��ld C�2���y '����� SEWAGE#
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY.(type) (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: 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
N j�` Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yew
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftptiLatlon for jBisposal 6pstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade(1/Abandon( ) Complete System ❑Individual Components
Location Address or Lot No.`�j� , (', Rupyin iS Owner's ame,Address,and Tel.No.
Assessor's Map/Parcel �? tr -
Installer's Name,Address,and Tel.No. Q a ix(6WAgc� Designer's Name,Address,and Tel.No.
`33Y Qo�Cc i'�� �v c h ob•�1'11-ab�3 ���-1`�"`•.�' `t.�-�-, l,`��-�-{'j���2�2
Type of Building: p�
Dwelling No.of Bedrooms Lot Size C J v sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) l7 gpd Design flow provided t-1� gpd
Plan Date R,J,' 'Z Number of sheets Revision Date
Titles" o tn_ CMa0VV\AQ__
Size of Septic Tank rA\L)Di_D Type of S.A.S.
Description
//of Soil U"-1 6" _! i jig — (�ltt Sr i It), w� 11 I,— tOly 38� 1�1�'
�7 d.�Y! '� I�ti2.c1 •5�/itiG� ��^�`\��,� PV\nd 5�i�✓�cL
Nature of Repairs or Alterations(Answer when applicable) 7 Cc.W Q 6-J0,A,2, A k(��rn�,j} �, 'V_A-b&r�
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 Boar of Hea h.
Signed Date
Application Approved by => Date
Application Disapproved by Date
for the following reasons
Permit No.�, Date Issued
� j �a.�'t• 4-r.l `,�4 '�,f� �,,.�K/.aka. ,it+'+Ky �' f �, � / V
j No-7� _ / \, ; Fee
tt// THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
4plication forlBtsposAt- (f ustruction Permit CZ
�h
Application for a Permit to Construct( ) Repair('
) Upgrade(V Abandon(' ) ,? , ,Complete System El Individual Components vr'
Location Address or Lot No.�o Owner's ame,Address,and Tel.No.
�11
Assessor's Map/ParcelZ�� U 1� min &Y-d.er
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
L-{''1�-
Type of Building:
Dwelling No.of Bedrooms "( Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) \\ gpd Design flow provided gpd
Plan Date �� Number of sheets l Revision Date
Title S-p 'A'a OaQ(( d,As�.._ Q ��
Size of Septic Tank 'AL�U Type of S.A.S.5 GU C0Cj 1 r Y1(^��nn t�r
Description of Soil ()"-1 W kli t1fi' : 11�� Sr�.v.� �uGw� t1 1G1 �( jc 1G1 i'- 37
Nature of Repairs or Alterations(Answer when applicable) -7.0
lA-7 0 lbb- G O,l,Lwn k niti"le_�
Date last inspected:
Agreement: <'N' /
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 Heal h. /
Signed,7�y Date �y
Application Approved by ( Date /G�p }
Application Disapproved by Date
for the following reasons
Permit No. QpQe J Date Issued
------ - ------------------------------------------ --------------------------------=
TH E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded
Abandoned( )by
_ at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No175&ted
Installer Designer h ,)y f--,. rz .
#bedrooms LA Approved design flo,,y LA \ gpd
The issuance of this permit shall not be construed as a guarantee that the system w9mriction as designed,. �)
-Date a 1 I c}Ci Inspector
( j
- ----------------- ------=- ---- ------ ----------- ---- ----- ---- -- --------------------------------- - ;- - -
No.C7` �'�/ Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstetn Construction permit
Permission is hereby granted to Construct( )) Repair( ) Upgrade(�� Abandon( )
System located at 10 Qi A-si 1e Q4 R. ) &,L)
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 a com leted within three ears of the date of this a i' t./d��l� y p
Date / Approved by
s
Town of"Barnstable
Regulatory Services
q Richard.V,Sealr,:interim Director
anRNMBILe,,.•;
Public Health Oivisiun
nuu` Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office- 509,462-4644, Fakl 5087�790 6304
ltistailer&Doighcr ertifi"cation Fca'rm
Date:1�0=840 Sewage.Permil#2020-31.8 Assessor's MapTarce!'289/072
Designer; Cape&.Islands EnWheering Inc Installer: B,&B Excavation
Address: 800Talmouth.Rd:,Ste 301 C Address: 14.Teab.erry Lane
M'a hpee,,MA Q2649 Forestdale,MA O 644"
on 1'.:Q4720 Robert Gilfoy was issued a permit tU install a
(date) (installer);
septic system at 20 P:ottside Drive.Hyannis' ... Based on.a design drawn by
(address)
e& Islands Engineering,Inc. dated 9-23-20
(designer)
1 ti . I certify lhat the septic system referenced':above"was installed substantit lty according to
the design, which may include-minor approved changes such as,lateral,relocatiota.of the,
distribution box and/or-septic tank. Strip out.(if:required) was inspected and'the soils-
were found sat-.factory ,
I certify-that the septic.systeii referenced above was tnstalled'with major"changes;,(i°e.
greater,than 10'.lateral'reloca(ion of the SAS lor any vertical,rdlocation of My-componerit
of the.septic system) b'pt.in accordance with State.&Local Regulations Plan xevisiori or
certified as lit%i.lt by designer to follow..Str%p out(if;required} was inspected and tfie soils
were fotud,satisfactory;
l certif at th th sy e" stem referenced above was constructed in c iame with the terms
of the i\A approval letters(if iippllt able) '-"�s` ..
ezr Ott'OF
(Installer's Si
�J,
(Designe"`:S gnature). (affix Design p.Here)
ATt ST
+ P ` "TE
C-OMPLIANCE, EILL O ' BE FORM A
BLT[L T:CARD ARE ;CE VED JIV TflLijjAjk TN . L U
Q IS it kDesrgner Gertif 6tion Form Rev 8-14-1'3 doe
' 7 SCHEDULE OF ELEVATIONS DWELLING 1 32-7 SEWAGE SYSTEM PROFILE & DETAILS TWO(2)RISERSANDCOVELL
�• `', Rs To BE SET To SEPTIC SYSTEM NOTES
' '9' FINISH GRADE TO SERVE AS INSPECTION PORT PROPOSED VENT,FINAL LOCATION
+ }, NOT TO SCALE 12 30.5-31.0 ? TO BE DETERMINED IN THE FIELD
1 FIRST FLOOR= 2 EXISTING 15'MIN.BREAKOUT GRADE FILTER FABRIC 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE
CONTROL PANEL BOX WITH USE RISER AS NEEDED TO
2 TOP OF FOUNDATION= 11 '1 in in ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF
13 31.5 S=2%MINIMUM HEALTH.
1, 3 PIPE INV.AT FOUNDATION= VISUAL&AUDIBLE ALARM SET COVER 6"FROM GRADE. `
/a•' 4 INV.OF PIPE AT SEPTIC TANK INLET= SEWER CLEAN-OUT CAP 14 28.0 7 27.67 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN
I a2i ,,�
'r" `` , SET 6"FROM GRADE. PUMP ACCESS COVERS 4"PVC SOLID PIPE PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH.
LIV5 INV.OF PIPE AT SEPTIC INNER BAFFLE_ / BACK FILL WITH
TWO(2)ACCESS COVERS PVC UNION SET TO FINISH GRADE. 28 0 \ '� H-20 D-BOX FIRST 2'SHALL 9"MIN.36"MAX. 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE
-..,.
• � 6 INV.OF PIPE AT PUMP CHAMBER OUTLET= SET TO 6"FROM GRADE.15 52.6 PULL CORD \ BE SET LEVEL CLEAN MATERIAL 5'MIN. BOTTOM OF LINER SET AT BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE
7 INV.OF PIPE AT D-BOX INLET= ELECTRICAL HAND HOLEELEVATION 29.0(SIX(6) RELATED WORK.
EXISTING 4"SCH 40 PVC S=0.02 L=4'-35' ;•ti
5 25.50 INCHES ABOVE STONE)
8 INV.OF PIPE AT D-BOX OUTLET= 4"C.I. ® C3 ®® f- I 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO
LOCUS
, r "'' °' "' - 9 INV.OF PIPE AT LEACHING FIELD INLET= SEWER ®® � ® ®® ` c9 PREVENT EROSION.
- \
_ E E E E E 'vU'S ® ® ® ® ®® > _
w-
10 BOTTOM OF LEACHING FIELD- AC �,50 a rw 0w ® ® ® ® p® O I 5. FOR PROPER PERFORMANCE,SEPTIC TANK SHOULD BE INSPECTED AT LEAST
" - 1� - 4"PVC PIPE w- INSTALL 40 MIL PLASTIC
11 TOP OF STONE= 4"
PV L-14' •" f' 6 25.58 2 x 4 REDUCER WITH w H-20 PRECAST 500-GALLON CHAMBERS IMPERMEABLE MEMBRANE 5 ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS
4"PVC SEWER WITH 8 27.50 1/3 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED.
I 12 FINISHED GRADE OVER LEACHING FACILITY= FEET FROM EDGE OF STONE
BAFFLE T END
13 FINISHED GRADE OVER D-BOX= 3 27.50* r _ 1 RAIN HOLE 9 27.17 4'OF NATURALLY OCCURRING 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND
k, Cl D 12"INSIDE MINIMUM PERVIOUS MATERIAL ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH;
1,500 o FLOAT POLE 2"SCHEDULE 40 PVC FORCE MAIN DIMENSION&6" AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL
:,� , ' 14 FINISH GRADE OVER SEPTIC TANK= GALLONS
` `' ?- � CHECK VALVE PITCHED TO FLOW BACK TO PUMP MINIMUM SUMP 10 25.17
15 FINISH GRADE AT FOUNDATION= 4 25.67* BOTTOM OF LINER SET AT CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED.
LOCUS MAP NOT TO SCALE y A ALARM CHAMBER WHEN PUMP IS OFF.
9" 6"MIN.COMPACTED USE FOUR(4)500-GALLON CHAMBERS � ELEVATION 25.0(SAME AS
16 BOTTOM OF SEPTIC TANK= SCHD.40 PVC TEES PUMP ON 8„ USE THRUST BLOCK AT BENDS. STABLE CRUSHED WITH DOUBLE WASHED CRUSHED STONE tO BASEMENT SLAB LEVEL)
;I 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS
PUMP SYSTEM NOTES: STONE BASE 18" ALONG SIDES&36"AT ENDS AND FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED
ZABEL A100 PUMP OFF BETWEEN EACH CHAMBER. AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS
POND CNN INTERCEPT EXISTING FILTER 3"(MIN.) 3 1 -ALL PUMP FLOATS SHALL BE LOCATED EFFECTIVE DIMENSIONS:LENGTH=47.75', OF SUCH TEST HOLES.
TOP OF WATER �� SEWER AND INSTALL �. .,,. TANK BOTTOM AWAY FROM INLET FLOW.
/. �\ • +•� •-'�• • WIDTH=7.83',HEIGHT=2'
ALL ORGANIC AND UNSUITABLE
ELEV. 020;p 1,,11\1`1`�� SEWERT 30 E BOW. USE H-10 LOADING 2,000 GALLON TWO COMPARTMENT' PUMP-REFER TO 3-REFER TO PUMP CALCULATIONS BELOW.2-ON AND OFF FLOATS TO HAVE 7"TETHER. 8 AREA DIRECTLY UNDER AND 5 FEET BEYOND TERIAL UTHE PROPOSED LEACHING
ST BE REMOVED FROM E
//-/-/•/%/.�.�'�-1-1-�.1'1-\•1pF pON0 16 19.67 MONOLITHIC ECAST OR APPROVED EQUAL.500 GALLON SEPURED BY TIC 6"
PUMP CALCULATIONS NOTES: TEST
RISERS TO SET COVERS WITHIN 61NCHES OF FINISH GRADE. TEST PIT BOTTOM EL. 18.7' NAVD88 THESE PLANS WITH ELECT ON-SITE FACILITY.THIS AREA MUST BE FILLED TO THE OR IMPORTED SOILATIONS MATERIA DILATED ON
EDGE TANK WITH 500 GALLON PUMP CHAMBER 6"MIN.COMPACTED STABLE 1.2. H-10 SEPTIC TANK/PUMP CHAMBER AND H-20 S,A.S.CHAMBERS AND D-BOX. CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL,
*EXISTING BUILDING SEWER NOTES CRUSHED STONE BASE 3. SCHEDULE 40 PVC PIPE THROUGHOUT. WETLAND EDGE��EL.12.7',NAVDS8 FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES.
1-BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT ADJUSTED HIGH GROUNDWATER EL. 11',NAVD88 MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL MATERIAL SHALL
2-CONTRACTOR SHALL INTERCEPT EXISTING BUILDING SEWER WITH NEW TANK AND INSTALL 4"PVC IN CONFORMANCE WITH TITLE 5. FROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. BARNSTABLE 1992 GROUNDWATER CONTOUR MAP CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION
15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE
BVW 5-\ MINUTES PER INCH,BEFORE AND AFTER PLACEMENT.
BVW 1 // / LOT D DESIGN DATA 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY
BORDERING / (SERVICED BY TOWN WATER) ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER
VEGETATED ,r / ;' / 1. TYPE OF ESTABLISHMENT:4-BEDROOM RESIDENCE THAN A NUMBER 200 SIEVE.
\ WETLAND (B.V.W.) / / S 83°23' 39" E 2. SEWAGE SYSTEM DESIGN FLOW:110 GALLONS PER BEDROOM=110 x 4=440 GPD
10- THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCTOR
7 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS
18" // 8"/ /r RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF
BVW 2
4. SEPTIC TANK CAPACITY REQUIRED,MINIMUM OF 200%OF DESIGN FLOW OR 1,500 GAL. INSTALLATIONOF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH.
E OF g BVW 4 /,1�0 // //'l 8" // =200%x 440 GALLON=880 GALLON(USE 1,500 GALLON TANK)
BVW 3 Ej ,� / r' / € / / 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAN 5 MINUTES PER INCH 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND
/ , CONSERVATION NOTES 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTEM VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
��/ l / NATURALLY 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE(P.V.C.)
/ // € 8" / VEGETATED / THE LIMIT OF WORK WILL BE INSTALLED PRIOR TO ANY WORK,EXCAVATION, 7. LEACHING AREA REQUIRED:MINIMUM 440 GPD/(0.74 GPD/S.F.,CLASS I SOIL)=594 S.F. SCHEDULE 40,UNLESS OTHERWISE NOTED.
CONSTRUCTION OR CLEARING OF VEGETATION,IN ORDER TO PREVENT DAMAGE
8. LEACHING SYSTEM PROPOSED:47.75'LONG x 7.83'WIDE x 2'HIGH SYSTEM
TO THE INTERESTS OF THE ACT AND BYLAW. THE LIMIT OF WORK WILL CONSIST 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION
- / se' i/ BOTTOM AREA PROPOSED=47.75'x 7.83' =373.9 S.F.12 / o / Ste' OF A ROW OF STAKED SEDIMENT STOP OR COMPOST ROLL WITH SILTATION FENCE INSPECTION AFTER EXCAVATION FOR THE LEACHING BEDS(PRIOR TO THE
W OO ti° LOT 13A / ? _ BACKING. THE SEDIMENT STOP ROLL WILL BE REPLACED AS NECESSARY TO BE SIDE AREA PROPOSED=2 x(47.75'+7-83')x 2' =222.3 S.F. PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR
NATURALLY �� 11,582 S.F / 6" /' N MAINTAINED IN GOOD CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION TO BACKFILLING.
12 VEGETATED / - oo J �' / PERIOD. NO FILL WILL BE ALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK TOTAL AREA PROPOSED= =596.2 S.F.
' o o ` / 4� AT ANY TIME. UPON COMPLETION OF ALL CONSTRUCTION AND STABILIZATION OF 9. LEACHING SYSTEM CAPACITY PROPOSED=596.2 S.F.x 0.74 GPD/S.F.=441 GPD 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND
'12" ° ,' .- THE SITE,SEDIMENT STOP ROLL WILL BE REMOVED AND PROPERLY DISPOSED OF. MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS
. AN AS-BUILT PLAN
12' �/ Z 20 Y 9 � �/ � NO DEBRIS,EQUIPMENT OR MATERIALS WILL BE STORED,EVEN TEMPORARILY, PUMP CHAMBER NOTES AND CALCULATIONS SHALL B OF FILL E SUBMITTED TO THE LOCAL OTERIAL REQUIRED USED IN ARD OF HEACHING LTH UPON COMPLETION.
N F ;" OUTSIDE THE DESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF
O ,' 0 / LIMIT OF WORK � /
B c,6 t 18" / EQUIPMENT AND MATERIALS RELATED TO THE PLANTINGS FOR THE REQUIRED PROPOSED PUMP DISCHARGE RATE =42 GALLONS PER MINUTE(GPM)@ 11 TDH 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE
4" j ,r ,/ 14 MITIGATION. PROPOSED DOSE PER CYCLE =440 GALLONS 18=55 GALLONS PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION.
8„ / i THE CONSTRUCTION SITE WILL BE CLEANED DAILY TO REMOVE ANY LOOSE 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR
PUMP CHAMBER SIZE:500 GALLON TANK:T-0"L x 5'-10"W x 4'-1"H
/ APPROXIMATE LOCATION OF SEPTIC THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION.
14' DEBRIS.ALL DISTURBED AREAS WITHIN THE LIMIT OF WORK REQUIRING
-- / / • 4., j C�EPR�XA, / SYSTEM FROM RECORD PLOT PLAN DEPTH OF DOSE=(55 GAL./7.48 GAL./CU.FT.)/(3'x 5'10") =0.42 FT.===USE 5 INCHES
RESTORATION WILL STABILIZED TO PREVENT EROSION. STABILIZATION WILL BE
4' 4" OF COVER ` TO BE ABAND ED OR REMOVED IN DEPTH OF DAILY FLOW=(440 GAL./7.48 GAL./CU.FT.)/(3'x 5'10") =3.36 FT.===USE 40 INCHES 17- WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY
DONE IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION.
12" / F �,, , rcOG - FOUND J J ACCORDANCE WITH TITLE 5 EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE
WORK LIES COMPLETELY WITHIN PREVIOUSLY DISTURBED AREAS. FRICTION LOSS CALCULATIONS:
S 82°51'49" E / yp�� I L� I 1)VERTICAL HEAD LOSS: SEPTIC SYSTEM SHALL BE MAINTAINED-
CBDH / 20.00' / // \ ' • j EL.27.67(D-BOX INLET CROWN)-EL.21.42(PUMP CHAMBER BOTTOM)=6.25 FT. 18. ALL WATER LINES WITHIN 10'OF SEPTIC SYSTEM COMPONENTS SHALL BE
FOUND rY4" / \ - 2X12" 2)FRICTION HEAD LOSS: SLEEVED WITH AN ACCEPTABLE SLEEVE MATERIAL.
10" / . / / / - 1 \ 50 FT OF 2"PVC PIPE x 4.78 FT./100 FT.@ 42 GAL./MIN=2.39 FT.
1i8"� PROJECT STATISTICS 3)MINOR HEAD LOSS FROM FITTINGS(EQUIVALENT LENGTH OF 41 FT.): 19. THE HOMEOWNER IS RECOMMENDED TO HAVE THE PUMP AND PUMP
f I Q 41 FT OF 2"PVC PIPE x 4.78 FT./100 FT.@ 42 GAL./MIN=1.96 FT. COMPONENTS INSPECTED ANNUALLY-310 CMR 15.254(2)(d).
4"PVC \ �I 10" ! 1. EXISTING DISTANCE FROM CESSPOOL TO EDGE OF B.V.W.: 59 FEET
TOP EL.=24.3 \_ 2. PROPOSED DISTANCE FROM TANK TO EDGE OF B.V.W.: 76 FEET TOTAL HEAD LOSS=6.25 FT.+2.39 FT.+1.96 FT.=10.6 FT. AT 42 GALLONS PER MINUTE
CO /� tj 6„ 3. PROPOSED DISTANCE FROM S-A.S.TO EDGE OF B.V.W.: 114 FEET -
tic ,
G.P.M.FOR 11 FT.OF HEAD( R EQUAL)
USE LIBERTY MODEL FL 30 SERIES 1/3 H P RATED AT 42 D O AL
Fp
/ F _
1a� ESTIMATED PUMP RUN TIME PER DOSE-1.3 MINUTES
r„1
N Cl 5p 6uFFER �9(( ` O / r 10.1 INSTALL THREE MERCURY FLOAT SWITCHES:OFF,ON AND ALARM.
1 , / ! ` CLEAN-OUT 1 ALARM ACTIVATION WILL INDICATE PUMP FAILURE.
W A MINIMUM OF 24 HOUR RESERVE CAPACITY IS PROVIDED ABOVE ALARM ACTIVATION.
440 GALLONS OF RESERVE CAPACITY IS PROVIDED PER MINIMUM REQUIREMENTS.
J A9TO')'c� O STgT�SF^6 (69SF0 ELECTRICIAN SHALL INSTALL A SIMPLEX CONTROL PANEL TO BE LOCATED IN AN ACCESSIBLE AREA.
_ o Oil J AN ELECTRICAL PERMIT IS REQUIRED FOR ALARM AND PUMP INSTALLATION.
f z ' co 4°c.LINV=27.5 " . LOCAL UPGRADE APPROVAL REQUEST SOIL EVALUATOR'S LOG: TPT-20-195 Ili or
r� BENCHMARK 'I'c INTERCEPT EXISTING SEWER WITH /� �l/ �y�� `rif`� y►`� Oyu
Z Q WALKOUT THRESHOLD , F/�c NEW 4"PVC PIPE&CLEAN-OUT 6LeP BYLAW TITLE 5 Depth from surface Soil Texture Soil Color soil Mottles Other Relative
h,`' ✓�,�' NO. DESCRIPTION PROPOSED VARIANCE Soil Horizon u1JT , s
v ELEVATION= 25.01'NAVD88 , q(( AND DISCHARGE TO SEPTIC TANK � ) / REQUIRED REQUIRED in inches (USDA) (MunselQ and Depth Factors CON C �
(L i 2,000 GALLON TWO(2)COMPARTMENT /� 1 SEPTIC TANKIPUMP CHAMBER TO B.V.W. 100 FT. 50 FT. 76 FT. 24 FT. No. -+ 5
OD W sEPTIc TANK AD PUMP CHAMBER F�� DEEP OBSERVATION HOLE TP#1 a, ELEVATION 29.4 Sr182 y �°
vF 2* SOIL ABSORPTION SYSTEM TO FOUNDATION 20 FT. 20 FT. 11 FT. 9 FT. 0-15 FILL
0 CONTROL PANEL - r�18"
40 MIL IMPERMEABLE MEMBRANE TO BE INSTALLED ALONG NORTH SIDE AND WEST END OF SOIL 15-17 A SANDY LOAM 2.5 YR 4/2
18 Oly S'TOo 2MAIN 50 FL.ORCE f 8„ ABSORPTION SYSTEM BETWEEN THE SOIL ABSORPTION SYSTEM AND THE EXISTING FOUNDATION. 17-19 E SAND 2.5 YR 6/2 --
., ( < Ry
OV �(`'l',,, THRUST 19-37 B SANDY LOAM 2.5 YR 6/6
F( BLOCK 37-86 C1 MEDIUM SAND 7-5 YR 7/6 NO 40%GRAVEL
O �250 vFF� ���O�Soy Q Q� 86-120 C2 MEDIUM SAND 7-5 YR 7/4 NO
j r ,�p0 `�@ _ I INSTALL 40 MIL IMPERMEABLE
e LINER 5'FROM EDGE OF SAS DEEP OBSERVATION HOLE TP#1b ELEVATION 28.7
q(gtiR,c� I LEGEND NOTICE
' ALONG NORTH SIDE AND
O � - T DELETED FROM, R ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE
B -- BOUND ISLANDS ENGINEERING,INC.
0 5 A SANDY LOAM 2 5 YR 4/2 THIS PLAN MAY NOT BE ADDED O D M O &
WEST END OF SAS ■C CONCRETE GIN
• I 3 / _ �, 2 l � HYDRANT 5-7 E SAND 2.5 YR 6/2
- O � O �� �` UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR
10" _ '' o� FER/ z Y BRICK ss 1 WATER SHUTOFF 7_28 B SANDY LOAM 2.5 YR 6/6 PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN;AND THIS
Q o ® - WATERGATE PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC.
/ I �p0 tiry ►- STEP O `� ® _ __ __-_ GAS GATE COPYRIGHT(C)BY CAPE&ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED
0 rn 3 oo ® WATER METER PIT 28-80 C1 MEDIUM SAND 7.5 YR 7/6 NO 40%GRAVEL
80-120 C2 MEDIUM SAND 7.5 YR 7/4 NO
j 2X4" \ o••. o.�.® �..� .��. 18 U ® - - CATCH BASIN SQUARE
R \ I ` LOT 14 C� UTILITY POLE PERCOLATION RATE_ <2 MINUTES/INCH IN C1 AND C2 SAND LAYERS DATE DESCRIPTION BY CHK
(SERVICED BY TOWN WATER) DEPTH TO GROUNDWATER=NONE ENCOUNTERED,ESTIMATED AT 19'DEPTH PREPARED FOR:
� r \ LAWN 30,5] -� 10' O- GUY POLE
i o I ao f31.0, GUY WIRE ADJUSTED HIGH GROUNDWATER= ESTIMATED AT ELEVATION 11 FEET FROM TOWN OF BARNSTABLE JON M.ALANDER KRISTIN SHEPHERD,TRS
1 p - "I GROUNDWATER MAP AND EXISTING POND IN ADJACENT PROPERTY
m CBDH 1 14" REMOVE&REPLACE - LIGHT POLE OBSERVATIONS BY:RAUL LIZARDI-RIVERA,P.E. ALVI 0 PORTSIDE DRIVER E
- CONIFEROUS TREE WITNESSED BY:DONALD DESMARAIS,R.S.
FOUND UNSUITABLE MATERIAL DECIDUOUS TREE
mGG) 1 /,' TP1a I r- ® e DATE TESTED:SEPTEMBER 22,2020 HYANNIS, MA 02604
47.83'L x 7.83'W x 2.0'H - - ELECTRIC METER PROJECT:
m --- - SEWER CLEANOUT
BREAKOUT GRADE � � LEACHING SYSTEM
CONTOUR 28 s REMOVE AND RESET WATER SERVICE _V -� V-�- ki-V �- •T �S - - - SEWER MANHOLE
WITHIN AND SLEEVE WHENEVER
LAMP o" �•o, ® D-Box GENERAL NOTES
�� r�� LOCATED WITHIN 10'OF SEPTIC SYSTEM Ogg�G� POST 47.83' SURFACE VENT - LIGHT POST 20 PORTSIDE DRIVE
16" �S 's Q F� GRAVEL �� PLANTINGS o ° - POST LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON HYANNIS, MASSACHUSETTS
TP1b DRIVE `� - - TEST PIT THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM,
16" 12" t TREE LINE DATUM:NAD 83,UNITS:U.S.SURVEY FEET.
82 84 ZONING DISTRICT:RB SHEET NO.: 1 OF 1 DATE: SEPTEMBER 23,2020
or " I N 82° 51'49"W E E E ELECTRIC LINE
16" CBDH 3 f FM FM SEWER FORCE MAIN DRAWN BY: JVB, RLR CHECKED BY:MC
I FOUND WATER -G-G- GAS LINE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF MINIMAL HAZARD X BY THE JUVATER APPROXIMATE LOCATION SET TWO COVERS PREPARED BY:
GATE GATE TO FINISH GRADE S S S SANITARY SEWER LINE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO.
OF WATER SERVICE
W w- W W W____W OHW OVERHEAD WIRES 25001C0568J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014- ' CAPE S� ISLANDS
1 EDGE OF GRAVEL SURFAC W W WATER LINE THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE 11 WELLHEAD PROTECTION AREA. C
BENCHMARK APPROXIMATE LOCATION E LOW LIMIT OF WORK THIS LOT IS LOCATED WITHIN THE BARNSTABLE WELLHEAD PROTECTION OVERLAY DISTRICT ZONE. E N G I N E E R I N G
SHELL TOP OF CONCRETE BOUND OF 4"DI WATER MAIN HAYBALE ROW THIS LOT IS NOT LOCATED WITHIN THE ZONE OF CONTRIBUTION TO SALTWATER ESTUARIES- SUMMERFIELD PARK
DRIVE COBBLE ELEVATION=28.40'NAVD88 THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. 508.477.7272 PHONE
Fj
APRON P O R T S I D E D R I V E 800 FALMOUTH ROAD SUITE 301C 508.477.9072 FAX www.CapeEng.com
DEED REFERENCE:BOOK 32797 PAGE 117 MASHPET L 02649 9
r• RECONSTRUCT GRAVEL (40'WIDE-PRIVATE) 0 10 20 30 40 DRAWING TITLE:
I` DRIVEWAY IN-KIND PLAN REFERENCE: BOOK 181 PARCEL 131
COBBLE EDGE
SCALE: 1 - 10' OWNER: JON M.ALANDER&KRISTIN SHEPHERD,TRS SEPTIC UPGRADE PLAN
EDGE OF GRAVEL SURFACE - ALVIN D.ALANDER TRUST
20 PORTSIDE DRIVE,HYANNIS,MA 02604
ASSESSORS INFORMATION: MAP 289 PARCEL 072