HomeMy WebLinkAbout0090 HARBOR POINT ROAD - Health -90.Harbour=Poinf Road
A-.= 352.--'001
'' Barnstable
TOWN OF BARNSTABLE
LOCATION & ?Oj:�j 2 P SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT 3s' -
INSTALLER'S NAME & PHONE NO. ,
SEPTIC TANK CAPACITY �,S"QZ
LEACHING FACILITYAtype) q - /f size) '/a K 9-6•67
NO. OF BEDROOMS J.� PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNERS t
DATE PERMIT ISSUED: 1 0
DATE COMPLIANCE ISSUED: F a� 0
VARIANCE GRANTED: Yes No
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Town of Barnstable
�F THE Tp�
ti�P� ti� Reptilatory Services
* Thomas F. Geiler,Director
BAXXnA9 '16 K"9. g Public Health Division
TED"APB A Thomas McKean,Director
200.Main Street,Hyannis,MA 02601
Office: 508-862-4644 F -
Fax: 508 790 6304
Installer& Designer Certification Form
Date: Sewage Permit# Z-7Q-S Assessor's
ssor s Map\Parcel 35L da
A t"'.C Installer: Rob& . (5. o7�-r_ 'eo UG ,
Address: Yz 3 ,� Address: `P,o
On ' Ir Pam( - 4 6VA-eo it;G was issued a permit to install a
( a e) (installer)
septic System at Jo i+A- - ,R-P u-r P-o A-Z�. based on a design drawn by
(address)
-Tif R buk!I S L S
� dated hy4 n s� '25 , 2cs��. .�►. T�. c��'�' Z.$ Z/c'�
(designer)
I certify that the septic system referenced above was installed substantial) accordingto
the design y
gn, which may mciude minor approved changes such as lateral relocation of the
distribution box and/or septic tank. sew xx5-1-;E 0 &q,_
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.21 an revin o ,
certified as-built by designer to follow. A.
b ,.
(Installer's Signature) � '
No.35461
(43-Vt-CMLSignature) :.: (.f ft- Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH. THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QASeptic\Designer Certification Form Revised.doc
During construction, the soils encountered were determined to be Class II
soils with a percolation rate of less than 20 min/in. The result was a change
in the loading rate for the SAS from the design of 0.66 gpd/sf for Class I
soils (8 min/in)to 0.53 gpd/sf. The SAS was increased in size by
approximately 6 feet in length (3' either end) for an overall leach field of
39.5' long by 26.67' wide, total leaching area = 1053 s.f. x 0.53 gpd/sf= 558
gpd•
No. Z OO v SJ�o t� Fee
THE COMMONWEALTH OF MASSAC96SETTS Entered in computer: �—
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplication for Misposal 6pstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) jFe omplete System ❑Individual Components
Location Address or Lot No.?0 CM M� Owner's Name,Address d Tel.No. F S
a6yo -
Assessor's Map/Parcel �' (.+
Installer's Name,Address,and Tel.No. 4 3A�0 Designer's Name,Address,and Tel.N a3S T �
R• CJLj- (r i s Qd• i c� S�"' ,;R '�} o' 66v 39�`39
Type of Building:
Dwelling No.of Bedrooms Lot Size 1 S A<-• sq.ft. Garbage Grinder( )
Other Type of Building S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .Sn gpd Design flow provided 587 gpd
Plan Date V � 11�N�eber off sheeelts �` Revision Date Q a8, a��
Title �tC( 1C OCcs% N 7� / �y'�1"� fSOGEf1�C�
Size of Septic Tank Type of S.A.S. 010 1 h &l 4 / '
0440
Description of Soil 1 .S
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Healt . /� � � d'Qy1ate
1 Signe . .1- $
Application Approved by Date ( 2 23 o,5
t.
Application Disapproved by Date
for the following reasons
Permit No. Z OD 5 '16 Date Issued 1 2 2 .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 tt. 4 oLA N-A LL.
at A�(L SL. i IS 2n, (/a& has been co structed in accordance
/
with the provisions of Title 5 and the for Disposal System Construction Permit o. 05- 'S la dated 0
Installer Designer Sc,c V_-f C.gYL. L$o,;L,i r,,tam ivc.N
#bedrooms s Approved design flo �� gpd
The issuance of this permit s all not be construed as a guarantee that the system o as design
Date Inspector Gw
4r
FFFt
-ice
No. 00 Fee
p
THE COMMONWEALTH OF MASSACHUSETTSEntered in computer:Ver:
PUABLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS "s "
application for Misposal 6pstent Cons truttion,,i3ermit
Application for a Permit to Construct Repair Upgrade L.,) Abandon Lgt;mplete System 0 individual Components
Location Addres`kor Lot No. F
Owner's Name,Address,and Tel.No.
—�(qc � 11['c 2eeT
Assessor's Map/Parcel �j
Installer's Name,Address,andc,�Fz;� Tel.No. Designer's Name,Address,and Tel.No. PC CJ
3),
Rd- 'Xk1v szf- '398- 32e
Type of Building:
Dwelling No.of Bedrooms 4 Lot Size C sq.ft. Garbage Grinder
Other Type of Building -Ink. I' No.of Persons Showers( Cafeteria(
Other Fixtures
Design Flow(min.required) -55-0 gpd Design flow provided 7 gpd
Plan Date_A��U__� A—) . �,04rr? Number of sheets Revision Date
Title 4r ifv JV MCN-ee 11'sorlc4--r,
Size of Septic Tank Type of S.A.S. -a),C) 1,If\ rfpc?r;�j ;Ad"'Pe,
Description4iSoil C.-q, Oot,/
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
,��:Agreetnent:
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.
iL (3A440 dQL-1)ate 6
Signed
/� V
..-Application Approved by _6 Date 2
X_ -'"',Application Disapproved by Date
.� fbr thefbllowing reasons
Permit No. 00 Date Issued 12,
—------------------------------ -------------------------------------- ----- -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Complialite
THIS IS TO CERTIFY,that the On-site Sewage*Disposal system Constructed'(. Repaired Upgraded
Abandoned by 'P\A oLA.,j \-Q\r Lc_,6,,j
L-F has been constructed in accordance
with the provisions of Title 5 an the d for Disposal System Construction Permit N2of '6 o -
Installer . — dated- t 7 17-1. toi-
Designer fSC.-,T 6-1 C"I 2 F q.JG I C-4
#bedrooms .4� Approved design flow`` O gpd
The issuance of this permit s I all not be construed I as a guarantee that the system wil-1-fim,ction)as designed
Date Inspector .
No.� Fee
OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
o ;0t(Repair
1--bpotent Construction ermit
Permission is hereby granted to Construct Upgrade Abandon
'System located at � 0 VA <ZYM, 9- j )0 j t,3 1 90 A,(.0
in
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.
J
Provided:Constructio must be completed within three years of the date of this permit.
Date Z 2 0 a� Approved by
PUMP DESIGN
GIVEN:V=—CAL STATIC HEAD 0 72-/ 2e �/, `� f
LENGTHOFFIFE
DIAMETER OF PIPE 010,
TYPE OF PIPE f
NUMBER OF W ELBOWS /' x - 7
NUMBER OF 45°'BENDS 4x 2> _ /1,o f
NUMBER OF GATE VALVES !
NUMBER OF CHECK VALVES L x = 17•ab
NUMBER OF BRANCH"T" x c '
EQUIVALENT LENGTHS 3 . 44
DESIGN FLOW =FLOW/CYCLE_ /_�7,�
NUMBER OF CYCLES 4
SYSTEM CU RVE
ELEVATION
1 2 3 4 5 6
STATIC TOTAL PIPE PIPE SIZE FRICTION FRICTION .TOTAL
GPM HEAD LENGTH LOSS/iff LOSS(IT! DYNAMIC
HEAD
it
PUMP RUN TRvIH:T= L*3 7/!9 GAL.PER DOSE=?-o-1 MIN.
�-GAL.PER MIN. /DOSE
11
SPECIFY: ,m. /e r / HP 2- )
CAPACITY GPM 28 FOOT HEAD
(OR EQUAL
PUMP DESIGN
90 HARBOUR POINT RD.
BARNSTADLE, MASS'.
DATE 1223108 SCALE NIA
JOB 0716-00 CLIENT VcPHEE ASSOC.
SWEETSER ENGINEERING
203 SETUCKET RD
PO BOX 713 SOUTH DENNIS, MA 02660
off. 508-385-6900 fox. 508-385-6990
FX E 16716
�II
l
WiEfRSULURMD CAMERON HYDRAULIC DATA T
Friction loss of water in pipe fillings in terms of equivalent
/ length-(l_)=feet of straight_pipe ,
- - -
Swing
Acluei Gate Long Sid Sid- check Angle Globe- f r,, -
1nstOe valve radius to; IOe .> Volvo .:valve valve 90'Weidirq
n�nal diameter fncbon - or 45 - - Close Butter. I elbow Mdre bend
pe ttiches factor lull 90' sld thru branch rNwn- fun lull full fly
sue d I Open elbow elbow flow how: bend open Open. open valve rid I rid 2 '45-
ri .622 .027 _41 1.55 .e3 1.04 3.11 2.59 "i 7.7e 17.6
V. .624 -02S SS 2.06 1.10 1.37 4.12 ; 3.43- 6.56; 10.3 .23.3
1 1.042 023 .70 2.62 1.40 US S.25 4.37 6.74 13.1 22.7
I Y. 1.760 .022 .92 I 3.IS 1.64 2.30.. 6.110 5.75 I t.5 17.3 39.1 -
I% 1.610 .021 1.07 4.03 2.iS 2.66 5.05 6.71 13A 20.11 45.e "
r;
2 2.067 .019 1.36 7 7 3.45 10.3 9.61 17.2 25.6 566 7.75 3.46 2.01 2.56 10.3''
2ri 2.469 AIs 1.65 6:17 ]29 4.12 12.3 10.3 30.9 70.0 2.25 4.12 2.47 3.05, 12.3
] 3.06e .01e 2.04 7.67 4.09 S,I1° I" 12A 25.5 a 3E-4 e6.2 1" S.11 3.07 3.64 ts.3
4 4 026 .017 2.6e l0.1 5.37 6.71 20.1. le-e 33.6 50.3 114 15.1 6.71 4.03 5.03 20.1
S S.047 .016 3.36 12.6 6.72 6.41 25.2 21.0 42.1 63.1 143 16.9 6.41 5.05 6.31 25.2 ,
6 6.06S .015 4.04 IS.2 6.09 •10.1 30.3 '25.3 50.5 7S_e 172 22.7 1&1 6.07 7.5e 30.3
e 7.91 .014 5.32 20.0 10.6 13.3 39.9 33.3 33.3 99.6 226 29.2 13.3 7.9 9 96 39A`
10 10.02 .014 6.66 25.1 13.4 16.7 50.1 41.& 41.6 t2S .284
292 16 7 /QO 12.5 50.1
12 It 9 . 13 . 298 15.9 19.9 59.7 49.7. 49.7' _149 330 34.5 19.9 11.2 14.9 9.7
14 t].I24 N - .0 6
13 .15 15 32.e 17.5 2t_6 65.6 54.7 54.1 164 372 3e.3- 21.6 13.1 164 65.6
16 ISM .013 100 37.5 20-0 - 25.0 7S�,0 ,62.5 62.5 Ina 42S -31,3 � 25.0 't3.0 lee' 7SA
Ie .6876 .012 1e 9 42.2 22.3 26.1 04.4- -70.3 70.3 210 47e 3" 26 1 14.9 21.1 e4,4
70 1e214 .012 12.5 47.0 25.1 31.4 . '94.1 70.4 - 7e.4 , 235 392. 4 94.1
. te.e- 23.
24 22 626 Al2 13.1 566 30.2 37.7 613- � 91-] 943 Ze] S S]3 39./ '31:37:7 42 6-, 2 .5 t13 -
30 26 O11 i!•7 .
70 ]7.] 46.7 140 117 46.7 26 3S 140
36 34 011 22.7 eS 45.3. 7 56 170 142. S61 34 43 170,
'47 40 .010 261 .100 53.3 66.7 2o0 167'. 66.7 ....
46 46 A10 307 its 61.3 76.7 230, 122 - - - 't "J. 40 SO 200
. 46 5e 20
.100 -
24104e a � -
U0 6 .30 t6 20`�" no 50 -SO ISO 340 20 12 is 6o
Calculated from data In Crane Co_-Techmul Paper 410.K-I L KO- L-KU where O Is MaWe pipe diameter an leer
O t. 1 -
C I r Y b `
I _
Y - C ♦ `LAI
Y
us Is At
7 ( � UUU = ' \- = W I I 000 1/t t
+ I �..^... '�--•ti n 7 iP,I �r f.7 9'O v \( 1 1 LLDAD
d
Y °
SY
Us a
4 7 �i
�--LJ s p.0 ~
Y
0,
.. Y Y
Y y
O wry- bcq.
. N � Cz
� r
PUS' DESIGN
90 HARBOUR POINT RD.
BARNSTABLE, MASS.
'DATE 12/23,/OS SCALE, = N/A
JOB j6716-00 CLIENT AWHEE ASSOC.
- SWEETSER ENGINEERING
203 SETUCKET RD
PO BOX' 713 SOUTH DENNIS, MA 02660
t" off. 508-385-6900 fax. 508-385-6990
RLE#6716
........._ 2" IPS (ASTM D2241)
SDR 26 SDR 21
Flow Velocity Loss of Head Press. Drop Velocity Loss of Head Press.Drop
Gals./Min. Ft./Sec. Ft./100 Ft. P81/100 Ft. Ft:/Sec. Ft./100 Ft. PSI/100 Ft.
2 0.17' 0.0080 0.0035 0.18 0.0089 0:0039. -
5 0.43 0.044' 0.019 OAS 0.048 0.021
7. 0.61 0.082 0.035 0.63 0.090 0.039 .
10 0.87 0.16- 0.069 0.90 0.18 0.076
15 1.30 0.34• 0.15, 1.35 0.37 0.16'
20 1.73 0.57 0.25 1.80 0.63 0.27
25 2.16 0.86 0.37 2.25 0.96 0.41
30 2.60 1.21 0.53 2.70 1.34 0.58
35 3.03 1.61 0.70. 3.15 1.78 0.77
40 3.46 0.89 3.61 2.28 0.99
45 3.89 2.57 1.11 A.06 2.84 1.21
50 4.33 .12 1.35 4.51 3.45 1.49
60 5.19 4.37 1.90 5.41 4.83 •2.09 .
70 6.06 5.82 2.52 6.31 6.43 2.79
75 6.49 6.61 2.87 6.76 7.30 3.17
80 6.92 7.45 3.23 7.21 8.23 3.57-
90 7.79 9.27 4:02 8.11 10.24 4.44 ;
100 8.65 11.26 4.88 9.01 12.44 5.39 E
;VOTE: Table is Cased on Hazen-Williams Equations 80, 31, 82 anti 82. :C = 150
PUMP DESIGN
90 HARBOUR-` POINT RD.
BARNSTABLE, MASS,
DATE 12/23/08 SCALE 0
JOB 16716-00 WENT WHEE ASSOC.
SWEETSER ENGINEERING
203 SETUCKET RD
PO BOX 713 SOUTH DENMS, MA 02660
off. 508-385-6900 fax. 508-385-6990
RLE f6716
SECTION: 2.30.040
rZIAZ/TY PL/MP8 SIAIeE lg.7J FM 09
Product information yba�0
Supersedes
resented here reflects 9
conditions at time of ~ ` s` fl 0597
publication. Consult factory UL
_ , _. .
_ regarding tlist;repancies or - . . � MAIL T0. P.O.BOX 16347•Lotesville,KY 40256-0347 '
inconsistencies.
SHIP T0: 3649 Cane Run Road •Louisville,KY 40211-1961
http://Www.zoelter.com (502)778-2731.1(800)928-PUMP•FAX(502)774-3624
COMPARE THESE FEA URES
* 282- 284 Single Seal Series �TY�
" Non-clogging vortex impeller. UL 4282 . 4284 Double Seal Series ���•.
Durable cast construction.Cast iron switch LISTED Pump Pirefixldentitication see News&VIEWS 0051)
case, motor and pump housing,base and
impeller. No sheet metal parts to rust or
corrode.All cast iron class 25-30 25000# "WAST&MATE"
tensile strength. SSPMA
Stainless steel screws, bolts,float rod, SEWAGE
SUBMERSIBLE "'EMBER
SUMP
handle, guard and arm and seal assembly. C10 AN sz.
.. PUW A S ASSN.
Shaft Seal-Carbon&ceramic rotary face OR DEWATERING PUMP
seal,with stainless steal wetted parts. 2"OR 3" FLANGED DISCHARGE PASSES 2"SOLIDS
UL-listed 3-wire neoprene cord and plug.
10 ft. standard for automatic.
15 ft.standard for nonautomatic. SINGLE
Upper sleeve bearing and lower ball bearing SEAL
m running in a.bath of oil. PUMP
Maximum temperature for sewage or
dewatering 130°F.-54°C.
o Motor-60 cycle, 1750 RPM,oil filled,
hermetically sealed,automatic reset thermal
overload protected(1 PH only).
DOUBLE
All models are available in 2"or 3"discharge. SEAL
All models pass 2-inch solids(sphere). PUMP
Automatic units available with float operated,
submersible(NEMA 6)2 pole mechanical
switch.
On point 151/d", Off point 51 .
Major width 13 9/16".Major height 1813/16'.
(Single seal pumps)
MODELS 4282-4284
DOUBLE SEAL PUMPS (non-auto only) -
Protects motor from seal leaks.
Improved bearing lubrication.
Helps eliminate seal and bearing damage
from dry runs.
Major width 13 9/4'. Height 2011/,6". MODELS AVAILABLE
Automatic or Nonautomatic with single seal °Single phase er three,phase motors avilable.
Nonautomatic with double seals s See selection;hart for specifications or
2"or 3"discharge. specific models.
'NOTE: No UL listing or GSA approval for 200-208V,Ph or Extra Duty(ED)pumps or Double Seal Series.
See back page for UL&GSA Listings
V' MODEL 282/4282 284 4284
S 8 9/16 HEAD CAPACITY CURVE' -}--
w w
F , , FT, M.i GAL. 5/16
TRS. GAL. LTRS. -II 6 •ti •. a
UJ 282/4282-284/4284 ~
M 35 5 1.52 130 492 180 681
10 10 3.05 95 360 158 598 1
0 30 15 4.57 63 238 _ 135 511 -
Q 20 6.10 33 125 106 401
w - t t
,...,..__ Y 1 /2 NPT _......__..8- 25 -.�'� _____. ___ _ ~..--. 25_.._...7 62_.._..__5.. 19 .-�-76_~..2ss. ,-... ... _ _.. _ r.-_.6 NPr ,....... . _:... �_
U 30 9.14 43 163 I 1
zg 20 ',, LOCK VALVE: 26' 35'
Q
' 15
LU
o
284/4284 ,
~ 10 .
2 282/4282 �.: ..
5 - 18 13/16
0
GALLONS 20 40 60 81 10 120 140 160 180 200 1 I 61/4
LITERS 0 80 160 240 320 400 480 560 640 720 800 �o
FLOW. PER MINUTE .009927 SK1023 .
5 8 9/I6 �;
Y ati
( yid a� ° I •
ky.,§ 3 (� hsr FOR
' L S` 2 ~ %Y 3�S +N iL Y4 k +�Y ,�3 5
?:.5( INSULT F. MUR,., S O Fes. r! _ .4 � �..r�.. . ;:.a,=
Three phase pumps are available in 200/208V,230V,or 460V. 5 f R
Electrical alternators,for duplex systems,are available and supplied with an alarm.,
Mechanical alternators,for duplex systems,are available with or without alarm 2- _ 11 1/2 NPT
switches. . # 3• 8 NPr ''
Combination starters are available Y
Variable level control switches are available for controlling single and three phase
systems.
Double piggyback variable level float switches are available for variable level long y l :
Cycle controls. 20 11/16
Long cords are available in lengths or 25-35-50 feet. "
Simplex and duplex basins are available.
6 1/4
SPECIFICATIONS CONTROL SELECTION ,sKlaa
Single Seal Double Seal Cord Ustlngs
Model Model Volt-Phase Mode Amps HP Lgth. Simplex Duplex UL JCSA a .
M282 - 115 IN Autoi 103 12 10 lor189 Y Y Tit, Tls 5'
retic
N282 H4282 115 113h NonautD 103 112 15 2 or 2&7 3 or 5&6 r Y 1. Integral floatoperated 2-p01e mechanical switch,no external Control required.
DM - 230 1Ph Autornak 5.0 1/2 io torl,$e Y v 1 2. Single piggyback variable level float switch ordouble piggyback variable level
E282 E4282 230 IN Numb 5.0 112 15 2or2&7 3or5&6 Y r
•H282 - 2lo-2o6 1Ph Aulanaac m 1/2 10 1&a N N float switch. Refer to FM0477.
•l2&2 14M 26o-2a Th Nonaum 6.1 12 15 2&7 3 or 5&6 N N 3. Mechanical alternator M-Pak 10-0072 or 10-0075.Refer to FMO495
•J282 J4282 200.208 311 i Nonauto 1 3.6 112 15 4&6._ 38A or 5&6 1 Y v; 4. Simplex three phase control panel.Refer to FM1228.
•F232 F4282 230 Ph 'Nonauto 3.0 1/2 15 4&6 U4 or 5&0 Y Y 5. See FM0712 for correct model of Electrical Alternator.
G282 G4282 460 3Ph Nanauto 1.7 1/2 15 4&6- 3&4 or 50 Y Y
D284 - 230 IN Aulornaft es 1 10 1 or 1&e Y Y 6. Variable level control switch 10-0225 used as control activator,specify
E2a4 " E4284 230 IN Nonaulo 8.9 1 15 2 or 2&7 .3 or 5&6 Y YOI simplex(3)float or duplex(3)or(4)float system.
•H2a4 20008 1Ph Aulmnafic 93 1 10 1&9 N N 7• Four(4)hole J-Pak,junction box,for watertight connection for hardwired
•04 14284 200f20A 1Ph Nona& 93 1 15 2&7 1 3 or 5&6 N N
J284 • J4224 200208 3Ph Noiaulo 5.5 1 1 15 4&6 3&4or586 Y N Simplex operation,10-0002.
F284 F4284 230 3Ph Nonaulo 1 5.0 1 1 15 4&6 3&4 or 5116 Y Y 8. Two(2)hole,t-Pak,for watertight connection or splice,10-0003.
G284 G4284 460 3Ph None to 26 1 15 4&6 3&4 ar 5&6 Y Y "
No Molded Plug
at CSA AppwW wMW plug.
For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, c c r u c
FM0477;Electrical Alternator,FM0486;Mechanical Alternator,FM0495;Sump/Sewage Basins,FM0487;
Simplex Pump Control,FM 1596;Alarm Systems,FM0732;and DiscorinerdlRall Systems,FM0787. -= t. _ -x , a: ,.1
r _ �
z
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
3
°F tHE r°
Town of Barnstable
Ky Barnstable
P - -
"� Board of Health aeam�;cacitr
k nAWNSTAULE,
v MASS. Q 200 Main Street Hyannis MA 02601
O° 039. 1�m
AIf0 MAt a,
'I 2007
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
Junichi Sawayanagi
i
October 22, 2008
Mr. Robin Wilcox
Sweetser Engineering
PO Box 713
South Dennis, MA 02660
RE: 90 Harbor Point Road, Barnstable A= 352-001
Dear Mr. Wilcox,
You are granted permission on behalf of your clients, Mary Ellen and Philip
Nelson, Trustees, to construct and utilize an innovative/alternative (I/A) nitrogen -
reduction system at 90 Harbor Point Road, Barnstable, MA.
5
The Board of Health does not require an innovative/alternative system nor a
deed restriction for the submitted engineered plans originally dated August 25,
2008 and revised date of October 14, 2008. The Board of Health determined a
standard system may be used considering the size of the lot (15+ acres) and the
fact that no variances are required.
If the owner or the Conservation Commission determines to use in an
innovative/alternative system, the permission is granted with the following
conditions:
(1) The system shall be installed in.strict accordance with the engineered
plans originally dated August 25, 2008 and revised date of October 14,
2008.
(2) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health-
that the system was installed in substantial compliance with the submitted
plans originally dated August 25, 2008 and revised date of October 14,
2008.
r` (3) The wastewater effluent shall!be tested semi-annually for the first two
years of operation. After two years, the applicant may apply to the Board
of Health for a review.
r
a
Q:\WPFILES\IA Nelson 90 Harbor Point Barn Oct2008.doc
(4) In-addition to testing the effluent.for total suspended solids, BOD, and total
Nitrogen as originally proposed to the Board, the effluent shall also be
tested for the following parameters: Nitrate, and TKN.
(5) The applicant shall submit a copy of the signed two-year Operation and J
Maintenance Agreement (O&M) between the contractor and the
homeowner to the Board of Health. The engineer or O& M contractor
shall conduct inspections to the I/A system a minimum of twice yearly.
(6) The applicant shall record this Board of Health decision letter dated
October, 22, 2008, at the Barnstable County Registry of Deeds:
This permission is granted because the proposed plan appears to meet all of the
provisions of the State Environmental Code, Title 5 and all of the Town of
Barnstable Board of Health Regulations. ,
Sinc ly your
3
Wayne filler, M.D.
Chairm
kJ
Q:\WPFILES\IA Nelson 90 Harbor Point Barn Oct2 kdoc i
�OFTHE Tp s DATE:
FEE:
BARNtSrABLE
MASS. m
039. REC C. BY
- Town ,of Barnstable
SCHED. DATE: !'
Board of Health . ; o�
200 Main Street, Hyannis MA 02601 l
Office: 508-862-4644 �/ }}•��� Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Canniff,D.i✓LD.
VARIANCE REQUEST FORM n
LOCATION
Property Address: 90 Harbor Point Road,Cummaquid p
Assessor's Map and Parcel Number: MAP 352 PARCEL 001 Size of Lot: approx 15+/-acres
Wetlands Within 300 Ft. Yes X Business Name:
No Subdivision Name:
APPL-IC—ANTS NAME:Rober-t McP-hee-of-Mc-P-hee-Associates� O —]-hone: 508-385--27-OL- _____
Did the owner of the property authorize you to represent him or her? ,Yes X No
PROPERTY OWNER'S NAME CONTACT PERSON
Name Philip B. and Mary Ellen Nelson,Trustees Name Robin W.Wilcox %e4ke
_ The.1999 Philip B.Nelson&Mary Ellen - Sweetser Engineering
Nelson Revocable Trust
Address 2640 Webster Street Address P.O.Box 713
San Francisco,CA 94123 South Dennis,MA 02660
Phone Phone 508-398-3922 -
-
VARIANCE FROM REGULATIONS REASON FOR VARIANCE .- o
MD
Town of Barnstable§360-38A-Innovative/alternative Systems...requirements (/)
Request siting approval for the use of Innovative/Alternative Technolo r ri
Septic System components will be placed more than 100 feet the wetland but less t _ 150 feet,.--
- NATURE OF WORK: House Addition 0000 House Renovation epair-of Failed Septic tem'❑�
- — - ,�
Checklist (to be completed by okce staff-person receiving variance request application)
Please submit copies in 4 separate completed sets.
Cn
_ Four(4)copies of the completed variance request form
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
_ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
_ Signed letter stating that the property owner authorized you to represent him/her for this request
_ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title -
V and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
_ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/leasee only],
outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the
building proposed])
Variance request submitted at least 15 days prior to meeting date -
VARIANCE APPROVED Wayne Miller,Chairman .
NOT APPROVED Paul J.Canniff,D.M.D.
REASON FOR DISAPPROVAL
Q:\Application Forms\VARIREQ.DOC
CP
Z 'r
S�?J
MAIL-IN REQUESTS
Please mail the completed variance application form to the address. below. Also include four
copies of engineering plans, house plans, authorization letter, etc (see check-list below). In
addition, please include -the required fee amount (see fees. at bottom of this page). Make
' $85.00 check payable to: Town of Barnstable. Our mailing address is:
Town of Barnstable
Public Health Division
200 Main Street
' Hyannis, MA 02601
Checklis —
_ Four(4)copies of the completed variance request form -
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor,plans submitted(e.g.house plans or restaurant kitchen plans)-
Signed letter stating that the property owner authorized you to represent him/her for this request
_ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title
V and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
_ $85.00 variance request application fee(no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],
outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage-disposal systems [only if no expansion to the
building proposed])
Variance request submitted at least 15 days prior to meeting date
FOR FAXED REQUESTS
Our fax number is (508) 790-6304. Please fax a completed application-form.
Also,. you must mail the required $85.00 fee. Please make the check payable to: Town of
Barnstable. The check must be mailed to the address listed above. In addition, please mail
four copies of engineered plans, house plans, authorization letter, etc. (see check-list below):
Checklist
Four(4)copies of engineered plan submitted(e.g.septic system plans)—
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
_ Signed letter stating that the property owner authorized you to represent him/her for this request
_ Applicant,understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title
V and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
_ $85.00 variance request application fee(no fee for lifeguard modification renewals,grease trap variance renewals [same owner/leasee only],
outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the
building proposed])
Variance request submitted at least 15 days prior to meeting date
For further assistance on any item above, call (508) 862-4644
Back to Main Public Health Division Page
I
� {C k 22882 Ps 13 6 �223856
DEED
We, P. Gordon Nelson,Jr. and Philip B. Nelson, co-Trustees of The P. Gordon Nelson Trust u/a/d
December 28, 1995, which trust is recorded at the Barnstable Registry of Deeds in Book 13044,
Page 265, and P. Gordon Nelson, Jr. and Philip B. Nelson, co-Trustees of The Louise L. Nelson
Trust Wald December 28, 1995, which'trust is recorded at the Barnstable Registry of Deeds in
Book 13044, Page 253, as tenants in common, with a mailing address P.O. Box 906,
Barnstable, Massachusetts 02630
for consideration of less than ONE HUNDRED ($100.00) DOLLARS paid
grant to PHILIP B. NELSON and MARY ELLEN NELSON, Trustees of The 1999 Philip B. Nelson
and. Mary Ellen Nelson Revocable Trust u/a/d November 12, 1999, see Abstract of Trust
recorded herewith,-with an address of 2640 Webster Street, San Francisco, CA 94123
with QUITCLAIM COVENANTS the land in Barnstable (Cummaquid), Barnstable County,
Massachusetts, bounded and described as follows:
PARCEL 1
SOUTHERLY by a Right of Way;
WESTERLY by land of Sherman Parker and being shown on Land Court Plan 21851 A
filed with Certificate of title No. 12278;
NORTHERLY by land of Howard Hinckley;
EASTERLY by land now or formerly of Floyd A. Van Duzer et ux, Land Court Case No.
7353.
Together with a Right of Way in common with others who are now or may hereafter be entitled
thereto over a 30-foot Right of Way to and from the granted premises and Bone Hill Road.
Subject to an Easement to the Cape & Vineyard Electric Co. et al by instrument dated July 1,
1957, recorded with said Deeds in Book 982, page 420. Subject also to road taking by the
Town of Barnstable.
PARCEL 11
NORTHERLY by Barnstable Harbor as shown on hereinafter mentioned plan;
EASTERLY by-register ed land of Stanley Dzuibek et al as shown on said plan;
SOUTHERLY by land of P. Gordon.Nelson et ux; and
WESTERLY by land of Sherman Parker as shown on said plan.
The above describe premises are shown on a plan entitled "Plan of Land in Cummaquid
Barnstable, Mass. as Surveyed For Everett G. Temple Scale 1 in. _ 100 Ft. Sept. 2,. 1964
Bk 22882 Pg 137 #23856
Nelson Bearse & Richard Law, Surveyors Centerville; Mass."-'
Property address: 90 Harbor Point Road, Cummaquid,.MA
For title, see deed recorded at Barnstable County Registry'of 'Deeds Book 13044, Page 277.
Witness our hands and seals this L day of MA y , 2008.
P. Go on elson T st LouiZLI
n ust
By: P. Gordon Relsoon, Jr., ustee P. Gordon Nelson, Jr., Tr stee
Philip B. NdIson, Trustee Philip B. N ,lson, Trustee
COMMONWEALTH OF MASSACHUSETTS` =
Barnstable, ss.
On this 2 day of 00 y , 2008, before me,the undersigned notary public,.personally
appeared P. Gordon Nelson, Jr., Trustee as aforesaid, personally known to me to be the person
whose name is signed on the preceding or attached document, and acknowledged to me that he
signed it voluntarily for its stated purpose:.
44
Ronald J. Seidel otary Public
/'" t� RONA D J.SEIDEL
My comm. expi :- 06/16/2011`~.
Notary Public '
Comm=mfth of Manadiuseas
h►1�C�ni�taiExptres;hai 1B, DII
EARTH OF MASSACHUSETTS
Barnstable, ss. ,:
On this L day of Af 7 , 2008, before me, the undersigned notary public, personally
appeared Philip B. Nelson, Trustee as aforesaid.;personally known to me to be the person whose
name is signed on the preceding or-attached document, and acknowledged to me that he signed
it voluntarily for its stated purpose. s
Ronald J. Seidel; NoW Public
My comm. expires: 6/16/2011
s
RONALO J.SEIDEL
Notary Public
�u7 commonwealth of Maxachuse�
� EJun16,2011
I
SVVEETSER ENGINEERING
P.O. BOX 713-SOUTH DENNIS-MASSACHUSETTS 02660
TEL(508)398-3922 FAX(508)398-3063
LAND SURVEYING-ENGINEERING-TITLE 5 SEPTIC SYSTEMS
October 10, 2008
Barnstable Health Department
200 Main Street
Hyannis, MA 02601
RE: BOH filing for 90 Harbor Point Road, Cummaquid
Attached please find the new notice sent to the abutters of the referenced property, per your
request today. They are being sent, certified, return receipt. At the hearing on November 18,
2008 at 3PM we will provide proof of mailing for both hearings.
It has be noted and highlighted in yellow of the new date and time for this hearing.
We have contacted McPhee Associates regarding the"Pocket Office" and will be submitting
new plans shortly.
If you have any questions, please give us a call.
Sincerely,
Deborah Denton @
Sweetser Engineering
cc: McPhee Associates
File
N a.
Zn
cx�
0.
. . SWEETSER ENGINEERING
236 GREAT WESTERN ROAD - P.O. BOX 713 -SOUTH DENNIS -MASSACHUSETTS 02660
TEL (508) 398-3922 FAX(508) 398-3063
LAND SURVEYING - ENGINEERING TITLE 5 SEPTIC SYSTEMS
NOTICE OF NEW HEARING DATE as requested by the Health Department on 10/10/08,,
October 10,2008
NOTIFICATION O—ABUTTERS OF: -
90 Harbor Point Road,Cummaquid
Applicant: Robert McPhee - Owner: Philip B. and Mary Ellen Nelson,Trustees _
McPhee Associates ¢, 1999 Philip B.Nelson and Mary Ellen Nelson
P. O.Box 797 Revocable Trust
East Dennis,MA 02641 2640 Webster Street p
San Francisco,CA 94123
Re: Septic System at: 90 Harbor Point Road,Cummaquid,MA }
Dear Abutter, . F
A public hearing has been scheduled for the'Barnstable Board of Health to take action on an application for
variances from the Regulations of the Mass.Department of Environmental Protection, Title 5, and/or the Town
of Barnstable Regulations for Subsurface Disposal of Sewage,as follows:
BARNSTABLE BOARD OF HEALTH REGULATIONS: Chapter 360,Section I
Town of Barnstable§360-38A-Innovative/alternative Systems...requirements .
Request siting approval for the use of Innovative/Alteinative Technology.
Septic System components will.be placed more than 100 feet from the wetland,but less than 150 feet.
The application and plans are available for review at the Barnstable Health Department, 200 Main Street,
Hyannis,MA 02601,Monday through Friday(excluding holidays)from 8:30 AM to 430 PM.A hearing date is
scheduled for November 18, 2008 beginning at 3 PM,please call Barnstable Health.Department to
confirm date and time(508-862-4644)'
Since ly, r
Robin W. Wilcox
Sweetser Engineering r '
Aug 29 08 11 : 35a McPhee Associates, Inc 5083857588 p. 1
Philip B. Nelson
2640 Webster Street
San Francisco, Ca 94123
Philip B. Nelson and Mary Ellen Nelson, Trustees
The 1999 Philip B. Nelson and Mary.Ellen Nelson
Revocable Trust
2640 Webster Street
San Francisco, CA 9.4123
j
August 26, 2008
TO: TOWN OF BARNSTABLE
To Whom It May Concern: t
This letter is to confirm that I, Philip_B. Nelson and Mary Ellen Nelson, owner of the
property at 90 Harbor Point Road, Cummaquid, MA authorize McPhee Associates, Inc.
to act on our behalf as the contractor for work ':o be performed at the above referenced
address.
• t
Philip B. N ison
Mary Ellen Nelson
i
ABUTTERS OF:
Philip B. and Mary Ellen Nelson
90 Harbor Point Road,Cummaquid
AM 352/001 BOH hearing
Job#6716 hearing date
Philip B. and Mary Ellen Nelson,Truts
The 1999 Philip B.Nelson and AM 352/001 Applicant&Owner "WI
Mary Ellen Nelson Revocable Trust 90 Harbor Point Road
2640 Webster Street
San Francisco,CA 94123
# A
Mass Audubon Society,Inc AM 337/016—340 Bone Hill Road
208 South Great Road AM 337/020—0 Bone Hill Road
Lincoln,MA 01773 AM 352/032—0 Harbor Point Road
Evelyn Dziubek&
Stephanie Pigeon AM 352/002—124 Harbor Point Road
P. O.Box 93 AM 352/003-134 Harbor Point Road
Cummaquid,MA 02637
Susan R.Danton
P. O.Box 892 AM 352/030— 115 Harbor Point Road
Barnstable,MA 02630
Linda B. Conaway
P. O.Box 45 AM 352/031 —89 Harbor Point Road
Cummaquid,MA 02637 `'
rage 1 ul i
Board of Health Abutter Lust for Map & Parcel(s): '352001'
Direct abutters (no set distance) and the properties located across the street.
Total Count: 8 Close
Map & Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed
CityStateZip 'r c
337016 MASS AUDUBON 208 SOUTH GREAT LINCOLN, MA
SOCIETY INC RD 01773 USA C137620
{ 337020 MASSACHUSETTS SOUTH GREAT LINCOLN, MA USA C76350
AUDUBON SOC ROAD 01773J -J=( (I
352001
2640 WEBSTER SAN
' ""' ��"T"""T STREET 94123 ISCO, CA USA 13044/277 � . _(/_6 r Pow
TD �-t�i. yJ 1
4.
352002 DZIUBEK, EVELYN & PIGEON, STEPHANIE PO BOX 93CUMMAQUID USA C17313MA 02637
0
2 l /JIt U
352003 DZIUBEK, EVELYN & PIGEON,, CUMMAQUID,STEPHANIE• PO BOX 93 USA C173131 l3(�
MA 02637 .. TT Ylj J�l
BARNSTABLE,
352030 DANTON MA 02630
, SUSAN R P O BOX 892 USA C144020
. - -
352031 CONAWAY, LINDA B PO BOX 45 i CUMMAQUID, USA 17957/321
MA 02637
352032 MASSACHUSETTS SOUTH GREAT LINCOLN, MA
C60686 I Q - 146rb�� P61 A+
AUDUBON SOC - ROAD 01773 USA
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a
certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is
from the Town of Barnstable Assessor's database as of 8/20(/2008
Q i�ct �1 leuN
c�V- d& rc� eA eve N e-1,5 6V1 Raj C)C-Jo Imo. .T-rCks t
C:1) y 0
/y /I,, a
S� V1 ,� �cil� C iSC cU "l `t'1,-3
r. a
IOCT.10.2008 3:19PM BARNSTABLE BOARD OF HEALTH N0.394 P.4i4
B
New 1/A S stem Permit Summar Sheet
Site Information
Town: Barnstable (Cummaquid) Town Permit#
Assessor Map/Parcel:
352/1 Unique Town ID#
Site Address: 90 Harbor Point Road, Cumma uid
1.599 Philip B Ne son and Mary Ellen
Owner Name: Philip B. & Mary Ellen Nelson, Trsts. Nelsen
Alternate Name, *Robert McPhee McPhee
Mailing Address: * P. o. Box 797
Home Phone: MA 02641
Work Phone:
* 508-385-2701 East Dennis,
Title 5 Information
Building Type/Use: Residential Design Flow: 550 �9pd)
Seasonal Use? Yes❑ No El Unknown
Bedrooms: 5
Title V N.S,A.? Yes[I No El' Unknown Lot Size:
15+ acres
Non-standard components:
please list all components e,g. f/A treatment unit,pump chamber,pre-and post equa/lzatlon tanks,pressure distribution
SAS, effluent filter, UV unit etc., and maintenance schedule for each component e,g. quarterly, 2xlyr,annual, etc.
Sin ulair 960DN 2X r Pump Chain
I/A Treatment Unit
Make and Model# Singulair Model 960DN DEP Permit Type: ❑ General
Board Approval Date; COC Date: p Provisional
O &M Contract Entity: [� Remedial
Contract Start Date:„_ Contract Duration: - ❑ Pilot
Unit Installation Date:^ 'Unit Startup Date: DEP Permit ID#:
InfluentlEftluent Monitoring Requirements and Water Quality Limits
Please indicate water quality parameters that must be monitored and any town mandated water quality limits;rT no limits
are shown, we will assume parameters and effluent limits specified In the system's DEP approval will apply.
Effluent
pH BOD5 CBOD ❑ TSS TN
Or anlc N [ Ammonia TKN
Nitrate Nitrite g Oil/Grease
Fecal COVOrm Total P ❑ Organic P ❑ TDS
Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp.
Monitoring Schedule: 2X/yr Other Applicable Limits;
Influent 7N*❑ �
pH ❑ BOD6 ❑ CROD TSS ❑ TKN CT—
Nitrate ❑ Nitrite �! Organic N Ammonia
Fecal Coliform ❑ Total P l] Organic P ❑ TDS ❑ Oil/Grease ❑��
Conductance ❑ Alkalinity ❑ Water Usage Temp.
Monitoring Schedule: Other Applicable Limits;
BCDHE Tracking 0 Please return this sheet to: FAX:508-362-2603 Email: bciatech@6ape.com
NITROGEN LOADING CALCULATIONS
BEDROOMS 5.00 90 Harbor Point Road
LOT AREA 653400.00 Cummaquid
ROOF AREA 2540.00
DRIVE AREA 5400.00 File #6716-00
LAWN AREA 3500.00
NITROGEN LOADING
TITLE 5 ACTUAL
SEWAGE FLOW 72861 .25 30358 .85
ROOF AREA 492 . 69 492 . 69
DRIVE AREA 2094 . 90 2094 . 90
LAWN AREA 3265 :07 3265.07 F
RECHARGE
SEWAGE FLOW 2081 .75 867 .40
ROOF AREA 656. 92 656. 92
DRIVE AREA 1396. 60 1396. 60
NATURAL AREA 75120 . 93 75120 . 93
SUMMARY 0 . 99 0 . 46
FINAL 0 .73
f
L-IL
"G �A ; tik
' RUM-P DESIGN : ..
GIVEN.NMICAL STATIC HEAD �� 73-/'0, -7
_ :.....LENG-I OF FIFE.._ .....
DIAMETER OF PIPE a°
TYPE OF PIPE p v c
NUMBER OF-%*ELBOWS 1' x
NUMBER OF 4P-`B NDS 4 s 2.7 - /I.
NUMBER OF GATE VALVES / x :
NUMBER OF CB ECK VALVES / x =/7•Zb
NUMBER OF BRANCH'= '0 x
EQUIVALENT LENGTHS 9` 3 47 4 G
DESIGN FLOW FLOW/CYCLE '7�"
NUMBER OF CYCLES 4
SYSTEM CU RVE
ELEVATION
1 3 4 5 h;
STATIC. TOTAL PIPE PIPE SIZE FRICTION FRICTION .` TOTAL
GPM BEAD LENGTH LOSS/100' LOSS(FD DYNAMIC
BEAD
t 4m
PUMP RUN TIIVM T= 7X GAL.PER DOSE
- -GAL.PER MIN.
SPECIFY: Ma.e I l e r• / BP
CAPACITY ' GPM FOOT BEAD ._.
(OR EQUAL)
}' PUMP. DESIGN
90 HARBOUR POINT RD.
BARNSTABLE, MASS.
DATE 12/23108 SCALE Al
A v
JOB 1§716-00 WENT McPHEE ASSOC. -
SWEETSER ENGINEERING
203 SETUCKET RD
PO BOX 713 SOUTH DENNIS,,MA 02660
off. 508-385-6900 fax. 508-385-6990
FQE 16716 ,
INGEASULL-BAND CAMERON HYDRAULIC DATA
Friction loss of water in pipe fittings in terms'of equivalent
/ length-(L)=feet of straight_pipe
Swing
Actual Gale long.. Sid Sid Chock Angl- Globe
inside valve radius lee lee valve _valve valve 90'Weldieg
n.naI diameter Friction - or 45 - - Close - - - Butler• elbow Mdra bend
pe inches factor Jun 90' Sid thru branch return ht6 lull full 117 5.10 it open _elbow elbow flow how .bend open.' open. open valve rid t rid•2 45' 90'
vt .622 .027 .41 1.55 M t.04 '1.11 •259 S.ta 7.76 17.6
V. -a24 -025 SS 2.06 1.10 1.37 4.12 3.43 6.66 10.3 21.]
1 1.049 023 .70 2.62 1.40 IJS 5.25 4.37 5.74 13.1- 29.7
"I 1.3a0 .022 .92 3AS 1.64 2-30 6.90 5.75 - 1/.5 q.] 39.1
14 1-610 .021 1.07 1 4.03 2.15 2.66 6.05 1 5.71 13.4 20.1 45.6 -
2 2.067 A. 1 36 T 7 3.45 10.3 9.61 17,2 25.e 566 7.75 3AS 2.07 '2.Sa 10.3
2" 2.469 Ala 1.65 6:17 3.29 4.12 12.3 103 ]0.9 70.0 9.26 4.12 247 3A0 12.3
3 3.06e .016 2.04 7.67 4.02 S,111 15.3 12.0 25.5 ]0.4 as.9 11.5 5.11 3.07 3A4 15.3
4 4 026 .017 2.66 .10.1 5.37 6.71 20.1 16.0 11.6 S0] 114 I5.1 6.71 4,03 5.01 20.1
S 5.047 A16 3.36 12A 6.73 6.41 25.2 21.0 42.1 63.1 143 16.9 e.41 505 6.11 25.2
6 6.065 AIS 4.04 IS.2 0.09 10.1 30.3 25.3 50.5 75.e 172 22.7 10./ 6A7 7.Se ]0.]
a 7.9e1 .014 S.]2 20-0 10.6 1" 39.9 33.3 32.3 99.6 226 29.9 1]3 7.90 99a ]9.9•
t0 10.02 .014 6.60 25.1 11:4 16.7 50.1 ♦La'� 41.6' 125 204 29.2 - 16.7 10.0 -12.5 $0.1
12 /t 916 .017 7.96 995 15.4 19.9 59.7 49.7 49.T _149 11e 34.6 19.9 11.9 11,9 59.7
14 q.124 .013 6.15 1 t7.5 21A 65.6 54.7 - 54.7 164 372 - 3a.3 21.8 1 13.1 164 as.6
16 ISM .013 100 37.5 20.0 25.0 7SA 62.5 62.5 tea 42S 31.3 25A S. - lee 75.0 to 16876 .012 10 9 423 22-5 20.1 et.4 70.3 70.3 210 47e- 3S.2 291 169 21.1 54.4
20 10.e14 .012 12.5 47.0 25.1 31.4 94.1 70.4 78.4 735 5]3 ]9.2 31.4 ie.6• 23.5 94.1
74 22629 .012 15.1 56 6 30.2- 37.7 113 94.3 94-3 253' 64.1 47.1 31.7 226 2e.3 '113
30 ?0 All 10 70 37.3 46.7 140 .117 46.7 211 3S - 140
36 34 all 2V as 45.3- 5.6.7 170 142 56.7 34 43 Il0
42 40 .010 26.7 100 S3.3 60.7 200 167 661 40 SO 2 4a 46 A10 307 Its 6/ . 00
.3 76.7 230 122 65. 46 so '- 20
v,.to 6
-100
241o,16
LID a 30 16 20 60 -50 -50 ISO ,340 20 122 IS 60
Calculated from dais In Gans Co.-Techntcal Paper 410.K.IL.• L•KO wMn D is MaWe pipe diameter in Im - - -
O l
o c
ul
1 ' 7 r o 0 0 `n o c lur I 1. 1 U I 1 .1 3
r1 . 1 W D O O h n \\ E
I i v ' �Ur 1 C\\\ w
4 `) •b 9 79 9 C( 1 1 W o-
`l`JIT w 1
• .. Ir C n. b d ..
o w • er a
- O C 7 B� f-
7' ' y yQC
70 it j y yOC
its
k y. U- cc c &E
4A OP 0 1- 3 j C
V < 1n F C. �2 -
PUMP-- DESIGN
1 90 HARBOUR POINT RD.
BARNSTABLE, -MASS.
DATE 1 23/M SCALE NA"
JOB 0716-00 WENT M&HEE ASSOC.
SWEETSER ENGINEERING
203 SETUCKET RD
PO BOX 713 SOUTH DENNIS, MA 02660
off. 508-W5-6900 fax. 508-385-6990
FILE#6716
2" IPS (ASTM D2241) d
SDR 26 SDR 21
Flow Velocity Loss of Head Press. Drop Velocity Loss of Head Press.Drop
Gals./Min. Ft./Sec. Ft./100 Ft. PSI/100 Ft. Ft./Sec. Ft./100 Ft. PSI/100 Ft.
2 0.17' 0.0080 0.0035 0.18 0.0089 0.0039
5 0.43 0.044' 0.019 0.45 0.048 0.021
7 0.61 0.082 0.035 0.63 0.090 0.039
10 0.87 0.1& 0.069 0.90 0.18 0.076
15 1.30 0.34 0.15- 1.35 0.37 0.16'
20 1.73 0.57 0.25 1.80 0.63 0.271
.
25 2.16 0.86 0.37 2.25 .0.96 0.41
30 2.60 1.21 0.53 2.70 1.34 0.58
35 3.03 1.61 0.70 3.15 1.78 0.77
40 3.46 0.89 3.61 2.28 0.99
45 3.89 2.57 1.11 4.06 2.84 1.23
50 4.33 12 1.35 4.51 3.45 1.49
60 5.19 4.37 1.90 5.41 4.83 "2.09
70 6.06 5.82 2.52 6.31 6.43 2.79
75 6.49 6.61 2.87 6.76 7.30 3.17
80 6.92 7.45 3.23 7.21 8.23 3.57-
90 7.79 9.27 4.02 8.11 10.24 4.44
100 8.65 11.26 4.88 9.01 12.44 5.39
NOTE: Table is based on Hazen-Williams (equations 80. 81. 82 and 82. C = 150
PUMP DESIGN
90 HARBOUR POINT RD.
BARNSTABLE, MASS,
DATE 120(23/M SCALE N/A
JOB 10716-00 WENT McFWEE ASSOC.
SWEETSER ENGINEERING
203 SETUCKET RD
PO BOX 713 SOUTH DENNIS, MA 02660
off. 508-385-6900 fa)L 508-385-6990
I FILE 16716
��ss qp SECTION: 2.30.040
FM 097
Product information 'f ® Supersedes
presented here reflectsID
0597
conditions at time ofpublication. Consult factory
regarding discrepancies or � MA/LTO: P.O.'BOX16347 Louisville KY 40256-0347
inconsistencies. SHIP TO. 3649 Cane Run Road Louisville,KY 40211-1961
http.,#Www.zoeller.com (562)778-2731.1(800)928-PUMP•FAX(502)774-3624
F
COMPARE THESE FEATURES' 282 = 284 Single Seal Series ; "
*.
Non-clogging vortex impeller.
UL 4282 -4284 Double Seal Series
Durable cast construction.Cast iron switch LISTED (For Pump Prefix identification see News&Views 0052)
case, motor and pump housing,base and
impeller. No sheet metal parts to rust or A '
corrode.All cast iron class 25-30 25000# WAST&MATF
tensile strength. SSPMA
S� • MEMBER
° Stainless steel screws, bolts,float rod, SUBMERSIBLE
-
handle,guard and arm and seal assembly. SEWAGE �E
PUWWnASS.
Shaft Seal-Carbon&ceramic rotary face ;
seal,with stainless steal wetted parts. OR DEWATERING PUMP
° 2"OR 3" FLANGED DISCHARGE • PASSES 2" SOLIDS
UL-listed 3-wire neoprene cord and plug.
10 ft. standard for automatic. `
15 ft.standard for nonautomatic. SINGLE -
Upper sleeve bearing and lower ball bearing SEAS
PP
running in a bath of oil.
Maximum temperature for sewage or
dewatering 1300F.-54T.
Motor-60 cycle, 1750 RPM,oil filled, ,
hermetically sealed,automatic reset thermal \
overload`protected(1 PH only): ,
" DOUBLE ,
• All models are available in 2"or 3"discharge. SEAL ,
• All models pass 2-inch solids,(sphere). P U `
° Automatic units available with float operated,
submersible(NEMA 6)2 pole mechanical.:
switch.
• On point 151/4",Off point 51/4' r -
• Major width 13 9/16'. Major height 18 13/1s".
(Single seal pumps)
MODELS 4282-4284
DOUBLE SEAL PUMPS (non-at.to only)
U. Protects motor from seal leaks:.
Improved bearing lubrication.
Helps eliminate seal and bearing damage
from dry runs.
l
Major width 13 9/1s". Height 2011/16'. fIOEI"S.r" AILASInE
°Automatic or Nonautomatic with single seal -Single phase or three.phase motors avilable.
Nonautomatic with double'seals °See selection chart for specifications or
2"or3°discharge. specific models.
NOTE: No UL listing or GSA approval for 200-208V 1Ph or Extra Duty(ED)pumps or Double Seal Series.
See back page for UL&CSA Listings
MODEL 282/4282 284 4284 s'f'-a 9/16 ` r
F tw HEAD CAPACITY CURVE FT M. GAL. LTRS. GAL. LTRS.
W 282/4282-284/4.284 �-
� 5 1.52 130 492 180 681
35
10 10 3.05 95 360 158 598 ' S
0 30 15 4.57 63 238 135 511
20 6.10 33 125 106 401
LJ 2- - 111/2 NPT
_...
8_ 25 ry._. __.. ..... ...: __.__ ....... ............_25_ _7:62 _ _5_ .- 19-- -•.-76,-:,.._288... _ -_ jr_
__e NPT...._,.. _ .._..... _.
v 30 9.14 43 163 i r
z g 20 ° LOCK VALVE: 26' 35
15
0 4 284/4284 1
2 282/4282 `
5 16 13/16 ' 1
e
0
--t--- I Lt I
GALLONS 201 401 60 801 100` 1201 140 1601 180 1 200 1 6 1/4
LITERS 0 80 160 240 320 400 480 560 ` 640 720 800
FLOW PER MINUTE 009W7 SK1e23
5/16
g wa kOR °a an e a' r 5
Three phase pumps are available in 2001208V,230V,or460V. 5
Electrical alternators,for duplex systems,are available and supplied with an alarm.
Mechanical alternators,for duplex systems,are available with or without alarm r - 11 1/2 NPT
switches. Y - B NPT
Combination starters are available
Variable level control switches are available for controlling single and three phase
systems.
Double piggyback variable level float switches are available for variable level long I �,
cycle controls. 20.11/16 ,
Long cords are available in lengths or 25-35-50 feet.
Simplex and duplex basins are available.
1 I 6 1/4
!SPECIFICATIONSCONTROL SELECTION SK1414
Single Seal Double Seat Cord Lisfin S
Model Model Volt-Phase Mode Amps HP Lgth.' Simplex- Duplex UL JCSA 1.
M282 - 115 1Ph Auwina8c 10.3 1/210 1'or 1&8 Y Y 1SELFC` s '
N282 N4282 115 1Ph Nona b 10.3 12 15 2 or 2&7 3 or 5&6 Y Y 1. Integral float operated 2-pole mechanical switch,no external control required.
D282 - 23o 1Ph Automatic s o 12 to I i or l&B v Y 2. Single piggyback variable level float switch ordouble piggyback variable level
E282 E4282 230 1Ph Nonauto 5.0 12 15 12or2&7 ,.3 or s&6 Y Y"' float switch. Refer to FM0477.
•H282 - 200 206 1Ph AuWrnatic 6.1 12 10 18 8 N N
•1282 14282 200.208 1Ph None* 6.1 12 15 2&7 3 or 5&6 N N 3. Mechanical alternator M Pak 10-0072 or 10-0075.Refer t0 FM0495
•J282 • J4282 200.208 3P6 Nonaulo 3.6 12 15 4&6 384 or 5&6 Y Y 4. Simplex three phase control panel.Refer to FM1228.
F282 F4282 230 Ph NoYnuto 3.0 12 15 4&6 3&4 or 5&6 Y Y 5.' See FM0712 for correct model of Electrical Alternator. -
0O2 134282 460 Ph Norrauto 1.7 12 15 4&6 3&4 or 5&6 Y Y
D284 - 230 1Ph Aubmatic 8.9 1 10 1 or t&8 Y Y 6. Variable level control switch 10-0225 used as control activator,specify
E284 EQ84 MO 1Ph Nonaufo 8.9 1 15 1 2 or 2&7 3 or 5&6 Y r' simplex(3)float or duplex(3)or(4)float system.
•H284 - 260208 1Ph Autmnatic 9.3 1 10 1 1&8 N N 7. Four(4)hole J-Pak,junction box,for watertight connection for hardwired
1284 14284 200208 1Ph Nonaub 9.3 1 15 2&7 3 or 5&6 N N
J284 J4284 2o0208 Ph Noiauto 55 1 15 4&6 3&4or5&6 Y N simplex operation,10-0002.
•F284 F4284 230 Ph Nonauto 5.0 1 15 1 486 3&4or5&6 Y Y 8. Two(2)hole J-Pak,for Watertight connection or splice,10-0003.
•G284 G4284 460 3Ph Nonauto 2.6 1 15 A&6 3&4 a 5&6 Y Y
No Molded Plug
a1 CSA Awoval wfflW 0ug-
For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, :. iZ :+.: 01.,,: : ry 4,'e;; x- - c.., ad ..:_
FM0477;Electrical Alternator,FM0486;Mechanical Alternator,FM0495;Sump/Sewage Basins,FM0487; ",., r 4 ,c a w4„:air b'.e. e r1;rn?
Simplex Pump Control,FM1596,Alarm Systems,FM0732;and Disconnect/Rail Systems,FMt1787. ;c+1 „< 1..., t: s
For:unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
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!ANN HOUSE 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE 4" SCHEDULE 40 PVC PIPE :
1 10 FT. MINIMUM FROM SLAB - MIN. PITCH 1 8` PER FT. 9
CLEAN SAND PORT INSPECTION OF
TOP OF FOUNDATION ---------`_---- --_. . ____ _ _.- -- _ ; PORT 1/8"ATOR1/2" VENT
MANHOLE 31.73 MAX 29.48 MK _ WASHED STONE REQUIRED
. ELEV. _ - -� 10 FT. MINIMUM COVER
CONCRETE 2" PRESSURE PIPE "-----
COVERS - 150 PSI MINIMUM -
24" MANHOLE
COVERS TIC i
3.80 73 -- c, ELEV.
----- - _- __� - - r - ---
4" CAST IRON PIPE AX. �^ LEVEL2'0' �o o I
(OR EQUAL) MINIMUM
° o l
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- Ems_�_ ,i) VMdYL
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ELEV. a 10.SLAB ELEV. = _t %MIN. TO BE WATER TESTED
_ LEY. _ _17.73 a 3/8" DRILL MORE THAN ONE OUTLET 2pHIGN CAPACITY INFILTRATORS WITH 4.00 ELEV.
-- --- ELEV. _ _14W r GAS - - HOLE 3/4" TO 1 1/2" CLEAN STONE IN A Z TEST HOLE 2 ONLY
BAFFLE DOUBLE WASHED STONE 33.25! X 2&07" X 1(r FIELD FORMATION j
ELEV. = j FREE OF FINES & SILT - -- -� -- -- --------- -v 6.95
LIQUID-- - - OUTLET _-- ---- W`��! I r� �- CHECK SOIL � �� TEST HOLE 1 ONLY ALE
DE----- TEE (TO BE PLACED ON FIRM BASE) VALVE
4 FEET 14 INCHES �M _-_-. �/�+ ( 11.3 INDEX
6 FEET
24 INCHES 500 GALLON ( +(G U� �`' S `J� `SAS) TEST HOLE 4 AD,AJST---_i.
1 1
7 FEET 29 INCHES 1 Sln l>= = PUMP
8 FEET 34 INCHES SEPTIC TANK _______ ________ _ _ _ I
CHAMBER USGS PROBABLE WATER TABLE ELEV. =
TOP OF FOUNDATION C�`� • �� t OBSERVED PERCHED WATER TABLE (7/30/08) ELEV. = TEST HOLE 2 ONLY !
_ �� 1• BOTTOM OF TEST HOLE ELEV = __ _ DRY
j
ELEV. - - -50---� J" ELEV. AT INVERT INLET __17QQ-__ PUMP CHAMBER CALCULATIONS:
\ I ELEV. AT ALARM ON 1.��Q_ '
ELEV. AT PUMP ON 144_ REQUIRED FLOW PER CYCLE 25 X _ _ _1 •'� CAL.,/CYCLE
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP OFF 1158_ VOLUME PER CYCLE W 5Q GAL/CYCLE /7.48 GAL CU. FT. = M-; CU. FT./CYCLE
{ BOTTOM OF INSIDE PUMP CHAMBER ' -7 _. VOL'JME OF WATER IN FEED 3.14 X. 0.00694 � -4 - FT. = 1Q0_5_ CU. FT.
SLAB ELEV. - 220D LOUT TO SC AI_ I
- ---- BOTTOM OF OUTSIDE PUMP CHAMBER
- TOTAL MINIMUM VOLUME PER CYCLE ,� CU. FT. j
30 DISCHARGE .-2&7 CU.FT. /34.67 CU.FT./FT. _ _Q&_ FT. (1000 G.S.T.) {
STORAGE CAPACITY (__�'�'Q_GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.)
2J2_. REQUIRED -2.XL PROVIDED
i ELEV _ --1�QQ_._ I NOTES:
1 ALL WORKMANSHIP AND MATERIALS SHAI i_ CONFORM TO D.F.P.
GARAGE
TITLE 5 AND THE. TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
WIYHSTANDING H-20 LOADING
I 4, ANY MASONART UNITS USED TO BRING COVERS iO GRADE SHALL
BE MORTARED IN PLACE
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH
DEEDED OR %ONlNG REGULATI�;S. OWNER j APPLICANT IS TO j
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTTIORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG-SAFE" AT 1-888--344 -7233 AT LEAST 72 HOURS i
DESIGN CALCULATIONS PRIOR TO COMMENCING WORK ON SITE.
7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS {
NUMBER OF BEDROOMS 5 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION I
GARBAGE DISPOSAL UNIT IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEFR
j TOTAL ESTIMATED Ft OW IMMEDIATELY.
110 ES
REQUIRED PP��NKAY 'CAPA CAPACITY GAL./DA'r 8 LO ISLSHOINN ON ASSESSOR'-, MAP�� AS PARCEL _ 1
ACTUAL SIZE OF SEPTIC TANK __1300 GAL. 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
SOIL CLASSIFICATION �_ 11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
DESIGN PERCOLATION RA iF < 8_-_ MIN./IN 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TC INSURE
EFFLUENT LOADING RATE _ CAL %DAY/S.F. THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACIU11ES
I LEACHING AREA .77 SQ. FT, 13 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
3125 X 25.67 FOR A MINIMUM OF 5' AROUND SOIL. ABSORPTION SYSTEM AND BE
LEACHING CAPACITY (AREA X RATE) 2- GAL./DAY REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255.(3).
886.77 X 0.66 14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED.
RESERVE LEACHING CAPACITY 5$5,27 GAL `DAY 15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2" STONE 6" THICK
16. THE CONTRACTOR IS TO CONTACT THf_ DESIGN ENGINEER FOR THE
FOLLOWING MINIMUM INSPECTIONS:
1. STAKE OUT SYSTEM. i
2. PRIOR TO AND DURING THE SETTING OF THE_ TANKS.
3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION ;
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT I
5. INS I ALLA HON OF ALL PIPING.
4` 6. COMPLETION OF SEPTIC SYSTEM, PRIOR TO BACK,FILL.
17, CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A
SUITABLE DISPOSAL. SITE.
1& PUMP IS TO BE A ZOELLER MODEL D284 (1.0 HP) (230V) OR EQUAL.
19. WIRE SERVICES ARE TO BE REPLACED UNDERGROUND.
20- WATER SERVICE !S TO BE REPLACED WITH NEW WHERE SHOWN 1 21, GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE REQUIRED. 1
22. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
23. THE WORKUMiTS ARE TO BE INSTALLED BEFORE .ANY OTHER WORK
COMMENCES ON SITE:. ALL SILTATION DEVICES ARE TO BE MAINTAINED
UNTIL THE TOWN CONSERVATION AGENT AUTHORIZES THEIR REMOVAL.
' v
I „.7�PW_18
4 IJ
BIM'--A01 Bt11K-17
41 \ \ \ \�,B.a Ff.000 ZONE A
,\,4 40' \ ELFV 17.0
,3.0, 1
11 SOIL TEST P# 12,304
2 �
*kW A02 •`,+.3 \ ` DATE OF SOIL TEST JULY 30_2008 _
! 1 �
4 SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED B�' __L�._t?.EMtARAIS
t 4.s dVM�16 28-2
I r AGt3 i ' "� I. 2, \• \ A"'A.
Pr16 aERVA 1 f H .G ELEV.=
1 2.1 \ • ,5.7��
\ .;LATION RAZE > 44 uw_jwr" it 71 uru c
3 �DEPTH� HORIZ TEXTURE COLOR - -- MOTT. OTHER
I A04 \ \ VW-15 0-27" Ap SANDY LOAM 10YR5/4 NO
• \ 27-56" B LOAMY SAND 10YR4/4 �
2Vi" 32 t
az 56-144" C LOAMY SAND 2.5Y771
► r ,
1;2 � - • �4 I + ' I PERCi#p WATER ENCOUNTERED AT _ 93 ELEV. _ _ 20.45
43 �i ►> Li3 .7h
� OBSERVATION HOLE 2 �V•--29-4
• ---
I , 7 DEPTH HORIZ TEXTURE- - COLOR MOTT. OTl-fER 1
20' ��-
�� / I0 48""-- FILL NO
z2 - ( I48-72" A SANDY LOAM 10YR5/4
20 A it , + � � 72 138" C LOAMY SAND 2.5Y7/1
1 B►�II�-13 I I
1 � 22.2
21 8 / 19�1 f I PERK WATER ENCOUNTERED AT 7? - ELEV. = _ 23.4
e.s I OBSERVATION HOLE 3 ELEV.
29.5
PERCOLATION RATE _ < _8 MIN./tNCH AT 60_ - INCHES
� i3.6 rj0.0 F? -- -
/ I gUFFE DEPTH HORIZ TEXTURE _ COLOR MOTT. OTHER
0-27" - Ap SANDY LOAM-------- 10YR5/4--- NO -------
I I -
ii ,� I 27- 54" B LOAMY SAND 10YR4 `4
I j00 g FEN -�K,IP r I I I , BIM'll j 54 -144" C LOAMY SAND 2.5Y7/4
p LIF
rLAN 1 , i ► t�,24 I LOT AREA BVTw�o4 I
\ \ \ 15 AC 144 -
22 \ \ \ � 10 NO WATER ENCOUNTERED AT ELEV. = �75 I
�\ OBSERVATION HOLE 4 ELEv.=_ 2s.1 '
\ s ` �2. . \ \ \\ L /�c�' / PERCOLATION RATE < ��=MIN_%INCH AT 62 INCHES _ --
2� \ \�,�\\ BIMt- ,2.s / / I DEPTH HORIZ TEXTURE--__ --- COLOR MOTT. OTHER
241 \ \ / !0-28" A SANDY LOAM 10YR5/4 NO
j p
\� 28--56" B LOAMY SAND 10YR4/4
\ \ \
j 56-144" C LOAMY SAND 2.5Y7/4 SOME POCKETS OF
\B L MEDIUM SAND
NO WATER ENCOUNTERED AT 144" ELEV. - _ 16.1_-
\ \� �� , 27 �\ \ \ - ' it - / OBSERVATION HOLE 5 ELEV. 2s.p
•17 s \ _ \ \��\\\ ` _ j / ' ' / PERCOLATION RA IE _ < _7__ MIN./INCH AT 62 INCHES -
i / \ �, \\ \ \T \ \ \�' . �_ gyp.✓ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER I
/ 33j \ \ \ \"� \ _ / i F< 0-20" Ap SANDY LOAM 10YR5/4 NO
20-46" B LOAMY SAND 10YR4/4
Z
.4 46-120" C LOAMY SAND 2.SY7/4 SOME POCKETS OF
I
,�_ MEDIUM SAND
NO WATER ENCOUNTERED AT _1207 ELEV. _ _ 19.0 _
\ 27.5 o �..M.0 t --
\ 4W4
\ 32 3.6
i2.6
L�`
32 2 i
s / 32.0 ZH 0.'
/ 1ED / -�� OF
/ / i•lo� �O� , OBt G g '/ ! �, DU. I
/ " o X cnI N0 0 1
0 1 1341 P I
g0 APPROVED. OF HEALTH
N 9 �� �•
O L ,
80 / / DATE AGEN T
/• i
BARNSTABLE, MASS PROPOSED SEPTIC DESIGN
(CUMMAQU/D) o
McPHEE ASSOCIATES, INC.
0 HARBOR POINT ROAD l
� I
�o Lo BARNSTABLE, MASS.
.. C UMMA_�_UID,�- ----- ---�
LO --- - ------------- -
508- ' 35 GP. 0 O WESTERN ROAD
L398-3922 SOUTH DENNIS, MASS. 02660
LEGEND: i ---- -- -- -- -- --
`� --- -
EXISTING SPOT ELEVATION OOXO �� LDATE SCALE
EXISTING CONTOUR ----DD-- �j L AUG. 25, 2008� [ 50
FINAL SPOT ELEVATION �.QFINAL CONTOUR ---{ REV. - ��� JOB N0. c71L• �tA
- V V W--
SOFL TEST LOCATION I
_ SEPT. 1 ,
UTILITY POLE -O- '
TOWN WATER =W- ••�;W ------ -- ----------- �-- ----- --- --------
CATCH BASIN ®j REV. ---
GAS LINE c_a - LOCATION MAP l OCT. 28 2008 SHEET 1 OF 2
CLEAN OUT ---- �. _-J ---- -- --_�
CESSPOOL C.P. O
_ - `- C \58\PROJ 6716-00\dw�c �6716 SAS2.0WG 02008 SWEETSER ENGINEERINGI
:.; ,
W A Ol x
s�.
� 9-
x 15.1 \ ;� ^ Bvw 17 -
o.8 FL OOD ZONE A .3
�. ELEV, 11. 0
x\1 . 2 `\.\. X 14 4 41 \\
13.0
E 70 ` \ 12-�
�\ x 12. 4
t � \
�\ �\ 1-� 3 1
-A02 x \
`�x 2 0: 7 \
x 13.2 \ \\
d b' x ?�� �\ \\ 11 . 5 �A �
3 I x �
2. 1 �. \ x 15. 7
/ BH x 21 . 1 \ x 15.\4
\ \ i
/•/ / PROPOSED dWELLING �.\ 7 3
H vW-- 15
21 .3 \\ �\L �10. 9
,� 2 2 ► � �' I
/ 2 p•C4.� _ ) `� I n 1
8. 2 I
U
' + 1500 LLON
SEPTIC TANK •
C�{�q'�MBER \ �� ( x 118 X1 17. 7 I
r� \
\ � 1 . 4\ � � � I ! I --
/ d�i
B W 14
\ RIVE AY 3.
j7 0. \1 PROPO ` '
17.
\N \\ 22. bi 186
20.
( � Bvw- 13 i
Lt;13.0 I
I� 22.2 Ix
1
x 2�. 0.4
i
i I
I x 21 .8 / �` 19.gi I I 1 I
I
I
R VW- 1,2
� ! B vW-- 05/
\ ��� 13. 2 Lf�12.5
\ 24. 1 \�, B vim, og
\ �g ti ��, -8 VW-- O5' -A./
1 r ,6)
j �. r ,c
/�
\ \ j
II
_ - \..� � � � � 0 ��, �\ �. \� Jam\ \ \ \ � _ r / / , � �•
27.7
\
/ x 33. 1�.
1000,
f I
�\ \
\ 2 6.4
� i
-
4 I �29. 3
SOIL
x 21. 5 TEST o / �' � � 8. 3- 9\� X31 .0 // a��+ f
r xx
t 4
32. 1
RESERVE x / 2. j .
�: / AREA /
L0-32.0 �.\ // / �� , / 32. �+�33.2_
�, , ' 32.4 .
iX Sol
SOIL
- - SOIL TEST 3 - - - ' , 52.6
1�
�ZsoIL �/
TEST < /
I 32.2
A
i / ,62 . 0
I
! IS A TED l /
WE L A ND of�� �% � ,�HOF
1 ; x I
^ {da 619
31341 4�'► a
APPROVED:r �ARD OF HEALTH
^ -F AGENT
PROPOSED SEPTIC DESIGN
FOR
!;L.-- - -McPHEE ASSOCIATES, INC.
/ L�90 HARBOR POINT ROAD
BA NSTABLE, MASS.
S
235 GREAT WEST -RN ROAD
P. O. BOX 713
1398- 3922SOUTH DENNIS, MASS.
LEGEND: -. -' 02660
EXISTING SPOT ELEVATION 00,�0 / / rDATE A U C• 25, 2008 SCALE 1 " 20
EXISTING CONTOUR --- 00----
FINAL SPOT ELEVATION 00.0
TOUR
S0ILL TESFNAL T N LOCATION o f 1 , 200t'3 No- 671
I TY POLE Q [�f�--SEPT.- - ----- _ - -UTILITY OL j
TOWN WATER =W=-.--W
' CATCH BASIN
GAS LINE ---- �`--' --- - OCT. 28, 2.008 SHEET 2 OF 2
CLEAN OUT
CESSPOOL C.P. 0 C. use PROD �2008 SWEETSEk ENGINEERING