HomeMy WebLinkAbout0145 OCEAN AVENUE - Health 145 OCEAN AVENUE
Centerville
A =' 226 - 00
S M EAD
No.H163OR
UPC 10259
smead.com • Made in USA
Town of Barnstable P# I
ot THE rp�p
Department of Regulatory Services �7
aAxlVsrAar.E. = Public Health Division
Date //G216-
MASS. a
059• ��� 200 Main Street,Hyannis MA 02601
�pjf0 MAC
Date Scheduled �i� �` Tune Fee Pd.
�--_
Soil Suitability Assessment for Sewage Disp osal
U Performed By: c, a f4Me4 1 1ARA I t 11 ( C Witnessed B
r�l ��e'` `jl y
LOCATION & GENERAL INFORMATION
Location Address fi/,i iJ Cte Owner's Name 4�00A/✓ /
i`l "46ncoClR �C
Address
Assessor's Map/Parcel: out'lq Engineer'sName-a411dtQzcz,4���C
NEW CONSTRUCTION REPAIR k Telephone
Land Use SrytSkt?-Eorv►tly f CZst-d¢nKaA Slopes(%) 2-.�
Surface Stones 1 R
Distances from: Open Water Body t o 0 ft Possible Wet Area ,to0 tI Drinking Water Well 'UTA ft
y too 7 t e ft Other PIA tt
Drainage Way ft Property Line
V SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to.holes)
S 22 of(tack e �le n ctak'C� Fe�p.��rc rf 11� 1017
§ r,a
f3� r
Depth to Bedrock�+GS� > (3 O
Parent material(geologic) (�>
Depth to Groundwater: Standing Water in Hole: 1013.5 Weeping from Pit Face b g
Estimated Seasonal High Groundwater • .`I b�� c•dtrsc1
DETERMINATION FOR SEASONAL'HIGH WATER TABLE
Method Used: CaDp.Cod c(kAm, jeCo'-Q�j'Iq_kzn `12-40%
Depth Observed standing in obs.hole: 9 y in. Depth to soil mottles: I A in•
Depth to weeping from side of obs.hole: 89 in. Groundwater Adjustment 3a`7 ft•
kidcx:'✓ell ff#+lw 2.9 Reading Date: $-7 t-! index Well level 7.3' -_Adj.factor 1•. Adj.Groundwater Level 5•7
PERCOLATION TEST Date 6-2`f-a(- Time 4:07 AM
Observation _ r
Hole# Time at 9"
Depth of Perc 3 S Time at 6"
Start Pre-soak Time a 10%6 7 A N Time(9"-6")
End Pre-soak A M
a
4 2 M P C Pal Ned 2y 6AttVrtS Lt d VWV Spt�;pEe
Rate Min./Inch _
Site Suitability Assessment: Site Passed�, Site Failed: Additional Testing Needed(YM): N
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)weelc prior to beginning.
Q:HEALTH/W P/PERCFORM
DEEP OBSERVATION HOLE LOG Hole # I ' .
Depth from Soil Horizon Soil Texture Soil Color Soil Other'
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
__....... _ _. Cowlstencv.%.Oravel).._..__._.
61-/0" _ ��tfe.
10-12-it t. — L5 101r y/2
i 2-17 " B-I -L 5 I O Yr y/y (k(eL ;or,Es)
17 .3yt, B z ` S, Id ur 5/(.
34- 130`` c _ n S 2a e/6 [ 5(/.,
00 to ok(lwt wee to '5 d�<6ee ue c�
DEEP OBSERVATION HOLE LOG Hole # 2—
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
la -YO i3 LS l0Yr54.
yp - 9 y` C h S
�u m►��t� ob5erue d � �.� ;� � ��`� 5kancl� e 9� �,
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
Flood Insurance Rate Map: �[
Above 500 year flood boundary No_ Yes /
Within 500 year boundary No X Yes
Within 100 year flood boundary No x 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? `l e-5
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on fQ"27 (date)I have passed the soil evaluator examination approved by the
Department of Envirorunental Protection and that the above analysis was performed by me consistent with
the required training,expertise experience described in 310 CMR 1.5.017.
Signature Date Z'l y-o 7
Q:l-1 EALT}-1/W P/PERCFO.RM
2Ud -7 - D�r_
No. 1�_ RAY �' T• Fee
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Mtgaal 6pztem Con5trUCtion Permit
Application for a Permit to Construct( ) Repair( ) UpgradeX Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. I q 00 AtJ A✓6 Owner's Name,Address,and Tel.No., ® 7� y-
Cia'7&f2V e LLE 00E 7Fl`i. G000Wb
Assessor's Map/Parcel ^v6 6P76 v V .
Installer's Name,Address,and Tel.No. (Sr`pe.,.de ctq+e/ foes Designer's Name,Address and Tel.No. o Z c
SOg- Y2i -yo7f /�f A0 , �3Dx 763 �•e �N�iN�Z'yti+"�G�I+vC � � 7 `�°�
Type of Building: ,+ ,�
Dwelling No.of Bedrooms 3 Lot Size /5v UU C) sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
.1
Design Flow(min.required) _0a gpd Design flow provided 33 �, cl gpd
Plan Date 11410 7 Number of sheets I Revision Date z 2`7
Title MOP054fO < P?/`5- S 07trn LI-P6, 4,06 �-1 tLao•7
Size of Septic Tank �SGC%�S-�I� Type of S.A.S. 3 - _-50V 6AZ&N
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
zSSPOQL //V 57A t I A I/bA1 c-3l'L ,0c)�
SEP7iC -riaWc/ Y'UvnP CMaF2 3 Soo GAecan! L� s,��wb
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 - Z "ZOO—?
Application Approved by Date 2— 2'7�u-7
Application Disapproved by: Date
for the following reasons
Permit No. �6 0 7— D Date Issued 2 - -�7—0-7
t '� �� Iv
No. . 20 o -7 - o�� �� � � ..� - -� Fee 157
�` �
T COMMONWEALTH OF MASSACHUSETTS Entered in computer:
HE
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
l
ZIppYication for Migpooal *pgtem Cottgtruction Permit
Application for a Permit to Construct O Repair O UpgradeX Abandon O K Complete System ❑Individual Components
Location Address or Lot No, f q 5 QC At4 A✓t Owner's Name,Address,and Tel.No., 79 7y8
J L,L
(✓C t2 V 106 7&9- G00O)A./&
Assessor's Map/Parcel 2 Z& lo S / 'A m AL, t 61ol ltVia � e
Installer's Name,Address,and Tel.No. CAoz,.,.&(e 6H feiP/r5 Ps Designer's Name,Address and Tel.No. S'O�273^0 377
508- yt� - yu21, p0 , 3�x 763 '? - E{°�GI,*--* `rL/� ��jfNG
Cc-�,fe✓��11�, 19114 9 CrJW6&?eY F06Pwq Iris¢ A"-
Type of Building:, ,�'
Dwelling `No.of Bedrooms Lot Size ' OO U sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided 33 '?, G/ gpd
Plan Date hq 0 7 t.,.. Number of sheets Revision Date 2/Z 3/ZOO 1
Title pxb)ooko 56y 1i c- S YS7rrn v)062A,E a
Size of Septic Tank .' 1 SbU f SDU Type of S.A.S. U 6A16N Qh4-t3C'n S
Description of Soil
f
Nature of Repairs or Alterations(Answer when applicable) P �� J�L[/N6 O EXJ S��N6
CJ"SSI�oyL l/V SZA CIIA7iyA] 0P— �J GCS / SUU C�1'Y+13�w�17�oI1/
CEP716 -rAi4 C/ PUMP C/hInab-A 4 37' 5-0o CALLatd LEAcal;ub Cf><f�r«C3tK�
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 -L 3 ' Z0o"'7
Application Approved by vim, Date 2- :7 U-7
Application Disapproved by: Date
for the following reasons
Permit No. �G O """ '""""-----� Date Issued 2 - 7-0
—————————————————————————————————————————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( ) Upgraded ( )
Abandoned( )by tf4Aeti.1 1),a,, 04t,l 0/ St 3 ( L( '\
at /L/S O G t y , '* has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. w0--7- 066 dated .2 "s7 7 U7
Installer (_ C. Z-y J C S L L t Designer s! cl,�� I
#bedrooms Approved design flow J 3 3 y „/ gpd
The issuance of this permit shall not be connsjtrVd as
aa/gujarantee that the system w'll�nct�ionas designed. /0 ��y9 c
Date 1 / �f/ . /✓!/ Inspector
j `
——————————————————— ———— ———— —
No. _7 o d - Fee )
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
lwigool *p$tem Con.5truction 'Permit �
Permission is hereby granted to Construct (N) Repair ( ) Upgrade (k ) Abandon ( )
System located at
and as described in the above Application for Disposal System Construction Permit..The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit.
Date ' Z Approved by
02/28!1994 02:26 508.790-15,78 .J.P.MAMMEER $ SON PAGE 03
1 T e
Town of Barnstable
Regnlatory Services
Thomas F.Geiler,Director
'too Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
ofam: 509-862-4644 Fax: 508-790-6304
Installer&Desiner Certification Form
Date; 6-2(—6 7
Designer: Installer: C a�eW isle �,nE ear r�s e S
Address: Address: P 0 LtA 2(03 T
C. k A 025,36 l�`Q �t e o t VA
02�3 2-
On �Ywas issued a permit to install a
er
septic system at 04 3 0 Bean AveIt C ra. v t1 e, based on a design drawn by
(address)
�e C cn t,neeccn cf1C. dated 're\o. 14�2ov7 ( last reviseA �/-6-07
(designer)
V/' l'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.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. Plan revision or
certified as-built by designer to follow.
OF
JOHN L.
U CHURCHILL
JR.
er's ignature)1 IVIL
1807
l
(Designer'sSignature) (A j1DQ
,s S Here)
PLEASE RETURN TO BARNSTABLE.FYJB3 A�, SY CE CATE
F C4 E WILL NOT BE ISSI3ED UNT pND AS_
BBUILNK YOU.ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DI $10N.
Q:HaltblSeptidDesiper CertMostion Form
TOWN OF BARNSTABLE
LOCATION A 0 Q SEWAGE # -O
VILLAG ASSESSOR'S MAC',& LOT fazo
INSTALLER'S NAME&PHONE NO. C�qna wc6 Fi I- Y�S yllcR?
SEPTIC TANK CAPACITY SOO CC.V tiQn
LEACHING FACILITY: (type) �.�4 .��� (size) IQ X 30
NO: OF BEDROOMS
BUILDER OR OWNER A- fy\u N, 6-60A 1^T'
�<.
PERMITDATE: 2° 1 •L,001 COMPLIANCE DATE: 20 Zd0
Separation Distance Between the: j
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
y
p i a°`o Q,q V-0
69 cs 14.g
�3 as, o C.to 3s. a
g3 S�o �e LiLi
PROWISE PRECAST CaNOR:EXTE-N-STOf4-
FINISHED FLOOR RISER WITH CONCR. COVER TO WITHIN 6" FINISH GRADE OVER CHAMBERS = 15.6'-15.9' GENERAL NOTES
CRAWL ELEV.= 16.7 �' OF F.G. OVER INLET, CENTER, &OUTLET FINISH GRADE OVER FINISH GRADE OVER D-BOX= 15.6'± SLOPE @ 2% MIN. OVER SYSTEM
4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS
SPACE FINISH GRADE @ FND. EL.= 13.3'± 11 .09' TANK EL.= 12•0' •}•
REMOVABLE COVER TO WITHIN SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY
- _. ACCESS BOX WITH COVER TO GRADE
" -- 6"OF FINISH GRADE 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE APPLICABLE LOCAL RULES.
PROPOSED 4" 20"CO MIN-ACCESS 9" MIN (SEE NOTE#22) - � 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
PVC SEWER PIPE COVER(TYP 3) 5" DIA. OUTLET(S) I DESIGN ENGINEER.
36"MAX. TOP OF SAS = 14.83 PLACE RISERS ON ALL
EXISI IG JOINTS TO BE , 9"MIN. CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SYSTEM
SEWER PIPL �, 9"MINkfl L� . 14.00 36"MAX. ' UNLESS OTHERWISE NOTED.
3 WATERTIGHT(TYP) 36"MAX. BREAKOUT EL = 14.50 PIPED INLETS TO
_ 6" 3" 2" MIN 9" 2"PVC TEE WITHINF.G. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN
3" MAX. o ELEVATION = 14.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS, UNLESS
o T*D =
o o A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" " 4" PVC OUT TO 0 O 0 0 0 Q = = o I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
PROPOSED 2 FM TO " 0 0-- ,
10.00 DISTRIBUTION BOX LEACHING oo 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
9,7j' O FACILITY op D O D O 0 0 0 0 O D o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
48" 2' o 0 0 o0 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS
10.0' 22"ZABEL FILTER•' 0 0 oo NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED
MODEL#A1801 4x2 14.37 , o 0 0 0 o 0 o WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH.
14.20 0 _ 8. ELEVATIONS BASED ON APPROXIMATE MSL DATUM OF 16.08 ESTABLISHED ON A NAIL IN THE
5.42 5 MKVER
"CRUSHED STONE 8 (TYP) 5'2.25' 2.5' 2. PAVEMENT AS SHOWN ON PLAN.
9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH
6"CRUSHED STONE MECHANICALLY 4.9'
OVER MECHANICALLY COMPACTED BASE 30.0' (TYP.) DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE
COMPACTED BASE 5 OUTLET DISTRIBUTION BOX , GROUND WATER ELEV.= 6.80' 9.9' AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN
TO BE INSTALLED ON A LEVEL STABLE 12.00 ENGINEER.
PROPOSED 1 ,500 / 500 GALLON TWO BASE. FIRST TWO FEET OF OUTLET a'MIN. 1 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE
COMPARTMENT CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 3 - 500 GAL. CHAMBERS WATERTIGHT.
*CONTRACTOR TO VERIFY ELEVATION CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
LENGTH 12.17' WIDTH 6.67' DEPTH 5.67' - REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
"*TEEw/FILTER SHALL BE PLACED DIRECTLY SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS APPROPRIATE AUTHORITY.
UNDER CENTER COVER OPENING NOT TO SCALE NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
JOINTS TO BE WATERTIGHT(TYP) UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND
NOTE: TANK DIMENSIONS PER WIGGINS PRECAST CORP. H-20 LOADING.
NOTE: �� * • TEST PIT DATA 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE - 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
Er1� Q> -- L INSPECTOR: Donald Desmarais MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
TOP EDGE OF ALL SEPTIC SYSTEM COMPONENTS. pP�EM, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
EOGG UP a a M ,, 4. :0 + SOIL EVALUATOR: Michael Pimentel FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
\ - • DATE: August, 24 2006
MAP 226 e "+ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
\ ,�y `4 � ' TEST PIT#: 1
PARCEL 86 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
� •.. _ ,,,,. r^ /","� �
(LOT 260) \' U N r • ELEV TOP= 13.00' 16. PROPOSED PROJECT IS LOCATED WITHIN:
N/F CHRISTIAN CAMP • * ELEV WATER= <2.16' ASSESSORS MAP 226 PARCEL 87& PORTION OF PARCEL 86
r" ,r
i _MA 226 �� \ f • • 0 PERC RATE _ <2 MIN/IN 17. OWNER OF RECORD: MYRA E. GOODING
PARCEL 86 \ •U' DEPTH OF PERC 34"-52" ADDRESS: 19 HITCHCOCK RD
cv X X X (LOT 261) _ ti. -'!" . , �� =
Z .u:, �.� .. a� 4 r AMHERST, MA 01002
X N/F CHRISTIAN CAMP
• TEXTURAL CLASS: 1
a_ UP \ ♦�+,, mow. ' FEMA FLOOD ZONE C
-- -- • . .Ib AS SHOWN ON COMMUNITY PANEL# 250001 0008 D
Craig? 0 13.00'
m l✓J 12 12 0' + •:. •tt �i' + »# *•• 10" Litter 12.1T 18. PLAN REFERENCE:
t� \ PROPOSED 3-500 GALLON LOT 259 EXISTING CESSPOOL TO �•• �•• •80 off ^`/ . E Loamy Sand 1. PL. BK. 111, PAGE 2
IL Vim\ LEACHING CHAMBERS \ BE PUMPED AND FILLED
� WITH CLEAN SAND • �•`. : . • � ` • �. �� �f 11 � � 12" 10 YR 4/2 12.00' 19. DEED REFERENCE:
t • .11 Loamy Sand 1. BOOK 4255, PAGE 283
PROPOSED DISTRIBUTION BOX _ ''.::•:, :; _ . i � �1.11 B-1 10 YR 4/4 2. BOOK 11409, PAGE 93
yG LOT 2Ei (tree roots) 3. BOOK 21754, PAGE 122
11.58
LOCUS PLAN '
3p � I� 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
PROPOSED `P B-2 Loamy Sand l 21. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS FLAN IS TO BE USED ONLY
ADDITION TO
\ (3) p• BE -t SCALE: 1" = 1000' 10 YR 5/6
gyp. �X� FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
o CONSTUCTED �j E�N� \ - -- -- - -- 34' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
TP2
\ ON SLAB 10.17'
12.50 .r � FE l�P \ PROPOSED 1500/500 GALLON DESIGN DATA Perc �;: 22. A 4" PERFORATED SCH. 40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION,TO A
�� TWO-COMPARTMENT 52" 8.50' I DEPTH OF THE BOTTOM OF T HE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
' ' r CONCRETE SEPTIC TANK NUMBER OF BEDROOMS (assessors) 3 I REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
' ,
• : ,. (4) Po N / CID 'oo - NUMBER OF BEDROOMS (design) 3 C Medium Sand ! 23. THE "B"SOIL LAYER IS CONSIDERED PERVIOUS.
126 O DESIGN FLOW 110 GAUDAY/BEDROOM I 2.5 Y 6/6
•�t_ <5%gravel
i• TOTAL DESIGN FLOW 330 GAUDAY
HC 2 l DESIGN FLOW X 200 % = 660 GAUDAY
o \k 5 4` TP11 USE PROPOSED 1500/500 GALLON MULTI-COMPARTMENT SEPTIC TANK
13-00
�c. (1) INSTALL 3 - 500 GALLON CHAMBERS 130" 2.16' LEGEND
- --------- �� J
I HC 1
C - No Mottling, Standing or We In
go N SIDEWALL CAPACITY
PROPOSED 40 MIL. IMPERV, J << N EXISTING CONTOUR
�O LENGTH + WIDTH 2 SIDES 2' HIGH 0.74 GPD/S.F. = GAUDAY - --- - 50 -- --
GEOMEMBRANE LINER } MAP 226 \ O �� �'.�, (30.0'+9.9')(2 ) (2' ) (0.74 GPD/S.F.) ) ( = 118.1 GAUDAY ` TEST PIT DATA
p � 50 PROPOSED SPOT GRADE
PARCEL 87& PORTION \ n r�
- OF PARCEL 86 �\ �J 2� BOTTOM CAPACITY INSPECTOR: Donald Desnarais --� 50 PROPOSED CONTOUR
15,000±S.F. TOTAL (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
(30.0'x 9.9') (0.74 GPD/S.F.) = 219.8 GAL/DAY SOIL EVALUATOR: Michael Pimentel -- O/K EXISTING OVERHEAD UTILITIES
REMOVE AND REPLAC DC TOTALS:l\ DATE: August, 24 2006
w - w EXISTING WATERLINE
UNSUITABLE MATERIAL TO\ � 4 \ -
3 TEST PIT#: 2 -X-X-X-X-X- EXISTING FENCE
C-SOILS WITH CLEAN, \ LOT 243 TOTAL NUMBER OF CHAMBERS
COARSE SAND \ / O1 TOTAL LEACHING AREA 456.6 SQ.FT. ELEV TOP= 12.50'
TEST PIT LOCATION
\ 7 TOTAL LEACHING CAPACITY 337.9 GAL./DAY ELEV WATER= 6.80'
- PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE`~ 3 3 #145 DOSING & STORAGE REQUIREMENTS PERC RATE_
EXISTING 3 PROPOSED 2"SOLID SCHEDULE 40 PVC PIPE
V
do p DESIGN FLOW: 330GPD
- DEPTH OF PERC=
i � 3 \ DWEOING LOT 244 �X'X�X �: = DOSING REQUIRED: 4 CYCLE/DAY p PROPOSED DISTRIBUTION BOX
N \ Z �X 330 GPD/4 =82.5 GAUCYCLE
X� FFE = 16.7'± 6 �X TEXTURAL CLASS: 1
\ MAP 226 \ \ �X' DISTANCE REQUIRED BETWEEN PUMP O O O PROPOSED 1500/500 GALLON TWO-COMPARTMENT
PARCEL 86 \ (`(P� ON AND PUMP OFF FLOATS:
0 12.50' CONCRETE SEPTIC TANK
\ LOT 245 � � ERM l Litter
(LOT 246) �� 6 82.5 GAUCYCLE - 125 GAUFT = 0.66 FT/CYCLE 8 11.83' �� PROPOSED 500 GALLON LEACHING CHAMBER
N/F CHRISTIAN CAMP DECK
� � \ /� (USE 0.75'TO PROVIDE FOR BACKFLOW) E Loamy Sand
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. 10 YR 4/2
m el STORAGE PROVIDED ABOVE WORKING LEVEL: 354 GAL. "
_ 10 11.67
NEMA 4 JUNCTION BOX CORROSION RESISTANT& INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE WATERTIGHT.
Benchmark 2 2-27-07 MCP JLC BOH AGENT COMMENTS
LIQUID-TIGHT CABLE CONNECT\ GE OF P E ENS ElevUMP AND FLOATS TO SIMPLEX
Nail Se 116 08vement CON ECTORS SUPPORTED YO--R1/4SPVCORTED CONDUIT, NEMAWIRE 1 MFG. HOOVER INSTRUMENTS.CONTROL PANEL No. 1-CC2 B Loamy Sand 1 2-23-07 JLC JLC DEED REFERENCE
Q E� JOINTS TO BE MADE WATERTIGHT 10 YR 5/6 REV. DATE BY APP'D. DESCRIPTION
Approx. M.S.L. �- HOISTING CABLE 7 x 19 STAINLESS STEEL
1/8"DIA./ 1,760 LB. STRENGTH PROPOSED SEPTIC SYSTEM UPGRADE
2"BALL VALVE w/UNIONS SCH. 80 PVC �.�, PREPARED FOR:
40 9.17 ��05 ti,�,s,,: r
\ SIGN Pv�N GEORGE FISHER CO. MODEL NO. 560 �;;
3 PN OG� Medium Sand Jc�L�tl r' PETER & MYRA GOODING ZD 3" 2"SCH. 40 TO D-BOX 2.5
,� <5% ravel F/aFtF{t N
SCH.40 TEE w/CLEAN-OUT CAP g LOCATED AT
3 T ALARM ON Adjusted G. W. 6 80' No. 3�� _ ^~ 145 OCEAN AVE
in t 68.4" - S
`n LIMP ON 1/4"WEEP HOLE IN DISCHARGE PIPE S' LI J- `"✓
SWING-TIE MEASUREMENTS 3 r CRAIGVILLE, MA 02632
\ in PUMP 2" BALL CHECK VALVE SCH. 80 PVC 100
DESCRIPTION HC 1 U.P. HC 2 DC z c P.S.I. FLOWMATIC MODEL No. 208S
Q _� Weeping @ 88" � 5.17 SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 14, 2007
BUOYANCY CALCULATIONS 88
SEPTIC COVER IN (1) - - 16.0' 21.9' N 1/4"WEEP HOLE IN DISCHARGE PIPE Standing @ 94" 4 67' 0 5 10 20 40 FEET
1500/500 TWO-COMPARTMENT CONCRETE SEPTIC TANK : (2)WIDE ANGLE CONTROL FLOATS 94" z
SEPTIC COVER OUT(2) - - 23.6' 25.3' UP ELEVATION OF HIGH GROUNDWATER EL.= 6.8'± (ADJUSTED G.W.) (BARNES 073618) No Mottling Observed �� IR .R ---- -
2 SCH.40 PVC DISCHARGE PIPE --- � JOHN L. G1? PREPARED BY:
BOTTOM OF SEPTIC TANK EL. = 5.42' 1: PUMP ON/OFF 120 ACTIVATION Groundwater Adjustment o CHURCHILL
CORNERSTONE 3 32.0' 38.3' - - 117/14 ' _ ( 2: ALARM ACTIVATION JR. JC ENGINEERING INC.
( ) WATER DISPLACED= (6.8 -5.42)x 12.17 x 6.67 - 112 C.F. BARNES SE411 PUMP 0.4 H.P. 115 v, 1750 RPM, 2 Tech. Bulletin 92 - 001 CIVIL 2854 CRANBERRY HIGHWAY
CORNER STONE (4) 23.0' 47.1' - - WEIGHT OF DISPLACED WATER= 112 C.F. x 62.4 LB/C.F. = 6,989 LBS 1500/500 GALLON TWO-COMPARTMENT DISCHARGE PASSING 2"SOLIDS(IMP. DIA. =5.44") August 2006 41807
WEIGHT OF 1500/500 GAL. TWO-COMPARTMENT TANK= 22,000 LBS± MIW-29 ., R EAST WAREHAM MA 02538
CORNER STONE (5) 45.8' 44.1' - - ' VOLUME OF SOIL ABOVE TANK= 12.17'x 6.67'x 0.9'SOIL= 74 C.F. CONCRETE SEPTIC TANK Zone- B = 7.3' '
SITE PLAN WEIGHT OF SOIL ABOVE TANK= 74 C.F. x 110 LF/C.F. = 8,140 LBS± Adjustment = 1.6' - - 508.273.0377
CORNER STONE (6) 50.9' 34.6' - - SCALE: 1" = 10' 22,000 LBS +8,140 LBS = 30,140 LBS±>6,989 LBS (ACCEPTABLE) NOT TO SCALE Adjusted G.W. = 5.7' BGS Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.943