HomeMy WebLinkAbout0047 THE PLAINS ROAD - Health 47 THE`PLAINS' RD. ,'
A=:-153.004.003
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TOWN OF BARNSTABLE 001,
LOCATION q7 T96 PLA&I A4, SEWAGE #
VILLAGE WEST. ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. a80A �TZ
SEPTIC TANK CAPACITY �O®�
LEACHING FACILITY: (type) 14 +"LQC✓Q;CfWA S (size) 10 `X
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: I"q—fdq COMPLIANCE DATE:
Separation Distance Between the:
,;-
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
Jim W
�e
L).Sox
No. / o !S� Fee
. THE COMMONWEAUH OF-MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
v
�pprtcatton for Mt��o�aY *petent Cor�gtruCtion �ermit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) L7C0mplete System ❑Individual Components
Location Address or Lot No. -7® Owner's Name,Addre s and Tel.No.
Assessor's Map/Parcel rS 3—QO �0?
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. /
IMAY06
Type of Building: /t/-.r i9V /� f O C�
Dwelling No:of Bedrooms Lot Size 't/d �6 sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3® gallons per day. Calculated daily flow 3 30 gallons.
Plan Date 7— Z r—,9Number of sheets _2i Revision Date
Title oCZ 'A% j ®-r a►d�i.&'Ce
Size of Septic Tank ,,o�Je /d ro Type of S.A.S. /0 X 3 7
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and m 'ntenance of the afore described on-site sewage disposal system
in accordance with the provisions Title 5 of a viron,#fW Code and not to place the system in operation until a Certifi-
cate of Compliance has been is y this o of
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. — S- Date Issued
TOWN OF BARNSTABLE ^
LOCATION 7 rliL 1014, SEWAGE # -
VII LAGS_ Jc ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /000
LEACHING FACILITY: (type) _4(
lffi.�h'S (size) ,a
NO.OF BEDROOMS 3
BUILDER OR OWNER
PERMITDATE: I:q_�CI COMPLIANCE DATE:��
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility)
Feet
Furnished by
✓ I� Il��
6 ' i
No. O r 7 S� .w.,�. _ �, Fee I
CYJ
THE COMMONWEAL`r^FY� 'ASSACHUSETTS Entered in computer:
s Yes
I( PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,. MASSACHUSETTS
` ucttott Permit
�pprtcatton for �topooar *p5tetn �Congtr
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Moromplete System ❑Individual Components
Location Address or Lot No.' / 7�� J, O�4s Namg,Address and J o.
Assessors Map/Parcel � GK.CP.L (Jj
` s3-ooy-oo?
Installer's Name,Address,and Tel.No. DeDesigner'sName,Address and Tel.No.h/ l� �G
t Type of Building: / rr (ar y / q."� O C� r t
Dwelling No.of Bedrooms -� Lot Size�F6 /sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
°Design Flow 3 3® gallons per day. Calculated daily flow 3 30 gallons.
Plan Date " Z F 1? Number of sheets . Revision Date
�. Title _FYIA4.., , y7 Pj&;,Ws G,1,?l
a Size of Septic Tank ,FX Ion 9 -f• Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and m 'ntenance of the afore described on-site sewage disposal system
s in accordance with the provisions Title /2ofhe viron Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss y i e
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. 9 —7370 Date Issued
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
at -'/' -7 et • a-r n S_IA14 has been constructed in acc rdan_ce
with the provisions of Title 5 and the for Disposal System Construction Permit No. q y-7S-b dated ,/f`4'` �
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed. i
Date - 1 / Inspector
No. / G �S� --------------------------Fee ���.........
THE COMMONWEALTH OF MASSACHUSETTS
7BLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
''-)u0
i� ogaY tem Construction Permit
Permission is hereby granted to Construct( Rep ' )Upgrade )Abandon( )/
System located at- 7 � � f i �J et
HJ -1wLP
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 b com leted within three years of the date of this permit.
Date: Approved by ��%% �!
LOCATION SEWAGE PERMIT N0.
Plain's Road
VILLAGE
,West Barnstable, YA 02668 /� -GG'�'.-OUj-do y
A & B CESSPOOL SERVICE
128 BISHOPS TERRACE, HYANNIS, MA 02601
BUILDER OR OWNER
6
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
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No.. 1�.3 SFxs...... ..
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
'owl ....................oF... .�.2
...3TA ..�.£...........................................
AppItrttftuit for Utupuuttl Works Tunu#rttrtz�an. rrmt#
Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal
System at:
-C.��.Ps..4��►.�.......�...±YD --- LOT-•—3......--.....................................................
L, Location-Address - or Lot No.
Owner Address
a ................... ................................................... •.....-••---•-----.................-•••---•--••--•......---•-••--•-----••••••-•-----..._..........
Installer Address ��^�+
Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
a`4 Other—T e of Building No. of persons...................:........ Showers —
YP g ..................•--------- P ( ) Cafeteria ( )
dOther fixtures ................•-------•-----......-----....:-•---•--.--•---...........-----•-----•------ ................._.. ...........
WDesign Flow..............557.....................gallons per person per day. Total daily flow............. ....................gallons.
WSeptic Tank—Liquid ca.pacity.lCRIC?..gallons Length..%.C... Width:... Diameter................ Depth...`i:t.d....
x Disposal Trench—No. .................... Width......:............. Total Length.................... Total leaching area....................sq. ft.
3 Seepage Pit No.......t............ Diameter.._.....$........ Depth below inlet................. Total leaching area...&/._1......sq. ft. '
Z Other Distribution box ( ) ' Dosing tank ( - )
aPercolation Test Results Performed b ....`,[1.�1 9�0..:��1...!� !V ....................... Date.l o`l V
1 Test Pit No. .....AZminutes per inch Depth of Test Pit......M!....... Depth to ground water....IJP ..L........
Gi. Test Pit No. 2--_t Z-..minutes per inch Depth of Test Pit........u:l...... Depth to ground water....Nat, &.......
...................... ..................•---••---••---•-•--- ---------•---------
--------------
.......
.----•------•---••--•--•---
O Description of Soil......_c� g�±..��rN� �n.(tl4VcL—
V -----------------------
•-------
•---------
- -------
.-----•........_..• ........--. ..--- ----.-• -.----••--------•......................................................
.... . .... ...
W --------------------------........._.....-•--------•-----------••-----------------•--....-----•....----•-
U Nature of Repairs or Alterations—Answer when applicable_...._..r.....................................................................................
.. ..................................•-----•------••-••-...-----
Agreement:.
The undersigned agrees to install:the'.afor'edescribed Individual'Sewage Disposal System in accordance with
the provisions of LITL, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has rbeeen issued by the�b
Signed ......t.. .
� .
ApplicationApproved BY-----------------------------------------------••-.........--•---•-•------•-•---••-.........-----
Application Disapproved for the following reasons:...................................................................
...........................•-•-•---•-•--............---•----.............--•-----......-••...................:--••-•--......-•--•..................._.
Permit No.....?/. ----- ~--------------------------- Issued..
THE COMMONWEALTH-OF MASSACHUSETTS
BOARD OF -HEALTH
-` w
. ppliratiun-fur- u�tt nrk -C�,aa� rixr uan rani
Application is hereby made for a Permit to Construct ( >() or Repair ( ) an Individual Sewage Disposal
System at:
......`fi.y pta , rl�, Ro W, MQix�nRt3L? -L.c)-T a__. ._....... ---•------------•• - -------------------------------------------•-------------._..._.............
Location-Address or Lot No.
. _µ°wA2Y1 u7bcau_ A21'a
.
Owner Address.
,Wl -----•--------------- — .---•-----------...._-------------------=---........ ------- --- -"-'.....-----------...........---------------.._ ...... .... _ ........'--•-
+..._..........
Address
Installer
Type of Building Y Size Lot-l3 �S.......Sq. feet
Dwelling No. of Bedrooms......................... .Ex anion Attic� g— ------•--•-------- p ( ) Garbage Grinder ( )
aOther—Type 'of Building ............................ No.� of.persons............................ Showers ( ) — Cafeteria
d
Other fixtures
W Design Flow..............5 .....................gallons per person per day. Total daily flow............3.7.0..................__-gallons.
WSeptic Tank—Liquid capacity.�-axu..gallons Length._?-�.... Width:... .- Diameter................ Depth..!.v....
x Disposal Trench—No. .................... Width.................... Total Length..................... Total leaching area....................sq. ft.
Seepage Pit No.......!............ Diameter........`........ Depth below inlet........n........ Total leaching area... .....sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.... ..................... Date-.11A 611"
,.a Test Pit No. 1.........E_?-minutes per inch Depth of Test Pit......i ....... Depth to ground water....hl!?^�.........
�r4 Test Pit No. 2...J''..z-..minutes per inch Depth of Test Pit........ ------- Depth to ground water....l.?�'t4`�........
P4 ......................................------•...--------•--•--------••--•---........._...--•-_...-----•----....---............----._._......................
O Description of Soil........SAS. "a.. ANt?................................0 --_
--.......--•--------------•------••-------...............-----•---.........._......---------.•-•--
W ................•-•--••-•---••----•--------------......------------.._...--------------............---.._.....---•-----------.....---------•---•------------------•--...... .....----------•-•-•----•
...--•-•---------------------------•------------•---•-•-----------------------------------------•----•---•--•----••------••••-=--•---------••-------••------•-•--...------.............................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
..------•--------------•------------•---•-:••--------••----•------••--•-----.....---......_.........-----------•-•-•-------•-•-•---••--•••-----•••-•----------...-•-------..........------•--•..........
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
tl a provisions of:ITL:. 5 oPthe State Sanitary-Code The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board f, ea
Signed'.
I . gApplication Approved By.................................................................................................. ..........'-i�
Application Disapproved for the following reasons--------------------•---...------.....-----------------••---•-------.......-----•--••-------••-------------.--_..
....-•--•..............................••....--•......•-`--...•-----------------------.........----•----•--•---•-•--......._.....----•---•--------•--••-------....-• . •••----••------
t Permit
!. No.....Q � - Issued......... ate
......Date -
•------------•--------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
......................Town.........OF....Barnstable......................................................
f� (.9 rdifirate of Tuutphitur r
T�I IsEQ CpRrSeTc ;hc�,19eg aDisposalalSsteH t (X 8 %r•--.Repaired
by........ ess ol...........rie. n .. ..1 °p .. e. yanni.s -MA 2..0.1--.....-..••...... ......... ....... • ..---- •- ---. ......... -- ------... •-- ( )
The Plains Rd. , West Barnstable, MAinsIZ668 - Howard. Woollard
at.........---•-------- ------------- -•....-•-------.......................-----. •-•---•--
has been installed in accordance-with the provisions of TITLE 5 of The State Sanitary Cog s described in the
application for Disposal Works Construction Permit No 8:.._.`�a_��. _...... dated_...._..._/.1 ..............................
THE ISSUA, CE F THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEhA U N SATISFACTORY. ?, .
DATE.... .... ......�..••. .................................................... Inspector.. ..........................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
A
........................Town.....O F.............Baris to bl e
No...84.= 3� ........ .......................•-.--....------------...........
FEE.4..11:0.4Q.....
Disposal Works Tnns#rurtiun f rrmit
Permission is hereby granted..................A-A._B._Ceas pool.-•ServiGe-T-•-1-na.....---------•-••---.........---.........................
to Construct (X ) or Repair ( ) an Individual Sewage Disposal System
at No.......The..Play.ns-..&C&d.,.._Wbzt..Barnastable_,._.YA......Q2668.......—/--1�c�iaa�'-Waolla�d.................................
Street /,O
as shown on the application for Disposal Works Construction Permitit`tNNo14_-......._.... Dated.........7/1,8/ -----------------
DATE.�/( �� Board of health
s
LOCUS. �'��• GENERAL NOTES:
1. THE SYSTEM COMPONENTS AND CONSTRUCTION
BENCHMARK: `i SHALL BE IN ACCORDANCE WITH THE STATE OF
SI TE TOP ROUND BND. FND. / MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL
EL. = 100.00 % BOARD OF HEALTH REGULATIONS.
c"•�,+ (ASSUMED) ,\ � �
~� 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO
sr cv CONSTRUCTION AND BE RESPONSIBLE FOR ALL
c,►�" \\ UNDERGROUND UTILITIES.
g / CL 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN.
V- 4. PIPING SHALL BE SCHEDULE 40 PVC.
FOUR PRECAST CONCRETE FLOW DIFFUSERS, 4 X8 EACH U P 251 5. SEPTIC COMPONENTS SHALL MEET H-10 LOADING
Y
WITH 3.5' CR. STONE ON ENDS '�8 �1 UNLESS OTHERWISE SPECIFIED OR H-20 LOADING
AND 3' CR. STONE ON SIDES i i -y ' j \ m UNDER DRIVEWAYS.
6. CONTRACTOR SHALL WATER TEST D-BOX FOR
w _
0 5' OVERDIG Z
LEVELNESS.
�U) 7. DISTURBED AREAS SHALL BE RETURNED TO PRE-
EXISTING LEACHING PIT TO CONSTRUCTION CONDITION, i.e., LOAM AND SEED LAWN
BE PUMPED, BACKFILLED rP
WITH CLEAN FILL AND AREAS.
/ z
ABANDONED IN PLACE - 'f 92 9 \
MAP 153 i.
PARCEL 4-4 LEGEND:
` �•' LOT BOUNDARY
LOT 8 `� ,�1\• P-2597 (T.H.#1) w-- WATER
(BY DINERS, 1983) c GAS
Bg5 — ————————-9 � —————-
_..—..—E—..—.._
ELECTRIC
d E ��� ♦ o -..—T_..-..- TELEPHONE
EXISTING CONTOURS
PROPOSED CONTOURS
PLOT PLAN P-2597 (T.H.#2) LIMITS OF OVERDIG
LIMITS OF LEACH FIELD
SCALE. 1" = 1DO'
------------------
•,a � � ^ -' � \\ ��\ (BY OTHERS, 1983)
` cam 4j LOT 9 \ EDGE OF CLEARING
LOT SIZE: 45,869 S.F. .hh �� �� �ao �� `, \
ZONING: RF �, �' �. ��o \ \ i P#92_49 TEST PIT, LOCATION & NUMBER
SETBACKS: y �� MAP 153
FRONT - 30' PARCEL 4-3 \ - --,00 i �' REVISIONS:
SIDES - 15' 45,869 S.F.
REAR - 15' \\ �41 l
FEMA COMMUNITY PANEL 250001 --+'- ,� -----
MAP OO11D, ZONE C --" -------- TITLE: SEPTIC SYSTEM REPAIR DESIGN
NO WETLANDS OR FLOOD --_ 47 THE PLAINS ROAD, W. BARNSTABLE, MA
HAZARD ZONE WITHIN 100' ,
fss'�ti OWNER: CHARLES BRIDGES
_ Q4____ � 7E RY 47 THE PLAINS RD, W. BARNSTABLE, MA 02668
�a OF A WELL i (� `erg' WARNER CJ ENGINEERING
�• No.38721 449 ROUTE 130, SUITE 13
CAROLYM $G Qcs1� SANDWICH, MA 02563
�. �.j� AL1► (508) 888-4975
0 30 60
No.34531 5�' MAP 153 + MAP: 153 PARCEL: 4-3
" r .Pfc1�E�E�\��� 3��' �3q''E PARCEL 4-1r DATE: 9/28/98 SCALE: AS SHOWN
SCALE: 1 = 30 pl
SURVEY BY.- TERRY A. WARNER, PLS
HARWICH, MA 508) 432-8309 1DWG NO.:CJ86/47PLAINI.DW SHEET 1 OF 2
i
DESIGN CRITERIA,
SOIL TEST LOG
1 SOLID PVC, FIRST 2' TO BE LEVEL, P#92-49 DESIGN FLOW.
SOLID PVC, S=0.021 REST AT S=0.005
3 BEDROOMS A T 110 GPD = 330 GPD
EX. SEPTIC TANK = 1,000 GALLONS
DEPTH HORIZON NO GARBAGE DISPOSAL
________________ GRADE = EL. 97.20 156' BETWEEN ON-SITE WELL. AND PROPOSED
0 0 0" LEACHING FIELD
2 0 0 0 o LOAMY SAND FILL NO WETLANDS WITHIN 200 FEET
5 6 10YR5/4
3 q .1 SIZE OF LEACH FIELD REQUIRED:
i 22' DESIGN PERC RATE: 4 MIN/INCH
PROVIDE INLET TEE 0 7 fV REQ'D AREA = 330/0.75= 440 S.F.
EX. SEPTIC TANK BAFFLE IF S>0.08 FT/FT 8 LOAMY SAND Ap
10YR5/3
31 AREA PROVIDED:
PROPOSED SEPTIC SYSTEM - PROFlLE "
VERY FINE AA . _ (10'+1) X (39'+1) = 440.0 S.F
NOT TO SCALE LOAMY SAND EFFECTIVE LENGTH = 39'
W/GRAVEL & Bw EFFECTIVE WIDTH = 10'
SEPTIC SYSTEM NOTES. MANY COBBLES
1. SEPTIC TANK AND D-BOX TO BE INSTALLED ON LEVEL STABLE BASE, 6" MIN. 10YR6/8
OF CRUSHED STONE. 60" PERC TESTS BY OTHERS
2. PROVIDE INVERT LEVELER CAPS ON EXIT PIPES IN D-BOX. VERY FINE (P#2597 CONDUCTED ON 11107183
3. INLET TEE ON SEPTIC TANK TO EXTEND A MIN. OF 10" BELOW FLOW LINE. SAND Cl R. FAIRBANK, DOWN CAPE ENGINEERING, INC.
OUTLET TEE SHALL BE SIZED PER TABLE BELOW. 2.5Y7/4 WITNESSED BY J. JACOBI)
108"
LIQUID DEPTH IN DEPTH OF OUTLET TEE VERY FINE
SEPTIC TANK BELOW FLOW LINE SAND W/SMALL T.H.#1 T.H.#2
DEPTH DEPTH
4 FEET 14 INCHES POCKETS OF C2
5 FEET 19 INCHES LOAMY SAND D" 0"
6 FEET 24 INCHES 2.5Y5/4
7 FEET 29 INCHES 156"
8 FEET 34 INCHES LOAM & LOAM &
SUBSOIL SUBSOIL
PERC TEST CONDUCTED ON 9115198 761, 36"
BY CAROLYN J. DOYLE, P.E. AND
S)M7EM COMPONENTS* ELEVATIONS" 5' OVERDIG WITNESSED BY BARNSTABLE BOH CLEAN CLEAN
AGENT JERRY DUNNING
1. TOP OF FOUNDATION ............................................... 100.20 NO GROUNDWATER AT 13' (EL. 84.20) SAND & SAND &
2. INVERT OF PIPE AT FOUNDATION...................... N/A MIN. 3" TOPSOIL j\ PERC TEST.CONDUCTED AT 62"-74" GRAVEL GRAVEL
j PERC RATE = 4.0 MIN./INCH
3. INVERT OF PIPE AT SEPTIC TANK INLET.................. N/A /\ ORGANIC MATERIAL & \\
BOULDERS, IN COMPLIANCE \ 144" 144"
4. INVERT OF PIPE AT SEPTIC TANK OUTLET.............. 97.05 � WITH 310 CMR 15.255(3)), \\
COMPACT TO 90% DRY
5. INVERT OF PIPE AT D-BOX INLET ........................... 96.13 DENSITY \\ REVISIONS:
2" LAYER OF 1/8-1/2" \\
6. INVERT OF PIPE AT D-BOX OUTLET ....................... 95.97 DOUBLE WASHED STONE, /.
7
7. INVERT OF PIPE AT INLET TO FLOW DIFFUSERS...... 95.96 \ 7=_
\\
/\ ! i 8,9 TITLE. SEPTIC SYSTEM ?EPAIR DESIGN
8. BOTTOM OF FLOW DIFFUSERS.................................... 94.96 /, 47 THE PLAINS RD, W. BARNSTABLE, MA
N . : \\
9. BOTTOM OF AGGREGATE ........................................... 94.96 /� 3' 4' �3,
OWNER: CHARLES BRIDGES
10. BOTTOM OF OVERDIG 92.20 //� ... %� gy1 OF T '
........................• ......• 47 HE PLAINS RD W. BARNSTABLE MA 02668
3/4=i 1/2" DOUBLE \� CAROLYM $�WASHED STONE CJ ENGINEERING
�� J .
*LOCATED ON SECTION & PROFILE �� :••; �� DOYLE 449 ROUTE 130, SUITE 13
**BENCHMARK = ASSUMED TOP OF FOUNDATION = EL. 100.20 X"���� �� Y/\���\�\\/ ��\ % '�\�%%��\\�/\\ 10 NO.34531 SANDWICH, 8- 02563
, E�`�o ���q (508)- 888-4975
SEE SHEET 1 OF 2 SECTION A - A ��
NOT TO SCALE �S/ MAP: 153 PARCEL: 4-3
NOTE: SHOULD UNSUITABLE SOILS BE ENCOUNTERED BELOW 92.20
THEY SHALL BE REMOVED AND REPLACED WITH A 5' DATE: 9/28/98 SCALE: AS SHOWN
OVERDIG PER TITLE 5 REGULATIONS.
r
DWG: CJ86/47PLAIN2.DWG SHEET 2 OF 2
LOCUS: �� �' GENERAL NOTES:
1. THE SYSTEM COMPONENTS AND CONSTRUCTION
BENCHMARK: `► SHALL BE IN ACCORDANCE WITH THE STATE OF
TOP ROUND BND. :ND. MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL
anles a S�TE EL. = 100.00 / BOARD OF HEALTH REGULATIONS.
i?D& s CHURCH (ASSUMED)
•, \` 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO
ft'ti'E sr. / \ ` N CONSTRUCTION AND BE RESPONSIBLE FOR ALL
1l FOUR PRECAST CONCRETE / W�lp ` (N UNDERGROUND UTILITIES.
FLOW DIFFUSERS, 4'X8' EACH / 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN.
g WITH 3.5' CR. STONE. ON ENDS �-
ua AND 3' CR. STONE ON SIDES p'
4. PIPING SHALL BE SCHEDULE 40 PVC.
6 U.P. 251 Y 5. SEPTIC COMPONENTS SHALL MEET H-10 LOADING
qe m UNLESS OTHERWISE SPECIFIED OR H-20 LOADING
5' OVERDIG 1 O \ m -0 UNDER DRIVEWAYS.
J
6. CONTRACTOR SHALL WATER TEST D-BOX FOR
u
\ \ N Z LEVELNESS.
�+ o Z DISTURBED AREAS SHALL BE RETURNED TO PRE-
EXISTING LEACHING PIT TO .' a CONSTRUCTION CONDITION, i.e., LOAM AND SEED LAWN
BE PUMPED, BACKFILLED ,' \ AREAS.
WITH CLEAN FILL AND 92 g \ p
ABANDONED IN PLACE
y MAP 153
PARCEL 4-4 y, LEGEND:
T ..\ LOT BOUNDARY
LOT 8 r `�, P-2597 (T.H.#1) wWA
(BY OTHERS, 1983) c GASER
ELECTRIC
TELEPHONE
'\ ----98 .-..- ROPING CONTOURS
TOURSS
PLOT PLAN "� �'o --_ \ P-2597 T.H. 2) LIMITS OF OVERDIG
SCALE: 1" = 100' i �_ \ \ (BY OTH RS, 983) LIMITS OF LEACH FIELD
•,� bifij LOT 9 .\ ^\\ EDGE OF CLEARING
�C �� `
LOT SIZE. 45,869 S.F. ��� oo�o-0 ►�\ P#92-49 ® TEST PIT, LOCATION & NUMBER
ZONING: RF o \
SETBACKS: 5 �� MAP 153 'FRONT - 30' PARCEL 4-3 \ --'-- goo i� REVISIONS:
SIDES - 15' 45,869 S.F. \ ~
REAR - 15' �` \\ �s ZL FLOW DIFFUSERS RELOCATED - 4127199
FEMA COMMUNITY PANEL 250001 'V , 47 THE PLAINS ROAD, BARNSTABLE, MA T1 TLE: SEPTIC SYSTEM REPAIR DESIGN
MAP 0011 D, ZONE C W.
NO WETLANDS FLOOD _- ____
HAZARD ZONE WITHIN 100' __ ,\ '-- __ -'
-- OWNER: CHARLES BRIDGES
04 "- 47 THE PLAINS RD, W. BARNSTABLE, MA 02668
— --- \% --- OFAIa�_
o CJ ENGINEERING
®� WELL `°6 TANNY N� 449 ROUTE 130, SUITE 13
WARNER
w
SANDWICH, MA 02563
J. ' 0 No.38721 (508) '888-4975
0 30 60 DOYLE V s� ' � MAP: 153 PARCEL: 4-3
No.34531 At� MAP 153 'uV Np
JAM IR�� @ 37 51+3A°E PARCEL 4-1 ¢ a1 DATE: 9/28/98 SCALE: AS SHOWN
SCALE: 1 30 E SURVEY BY: TERRY A. WARNER, PLS
Y�a-3/9y b HARWICH, MA 508 432-8309 DWG NO.:CJ86/47PLAINI.DW SHEET 1 OF 2
r
DESIGN CRITERIA:
SOIL TEST LOG
1 0 SOLID PVC, FIRST 2' TO BE LEVEL, P#92-49 DESIGN FLOW.•
SOLID PVC, S=0.018 REST AT S=0.005
3 BEDROOMS AT 110 GPD = 330 CPO
DEPTH HORIZON EX. SEPTIC TANK = 1,000 GALLONS
NO GARBAGE DISPOSAL
°a ---------------- " GRADE = EL. 97.20 180' BETWEEN ON—SITE WELL AND PROPOSED
0 0 0 LEACHING FIELD
2 0 0 0 0
LOAMY SAND FILL NO WETLANDS WITHIN 200 FEET
5 6 1 DYRS/4
3 4 SIZE OF LEACH FIELD REQUIRED:
22" DESIGN PERC RATE: 4 MIN/INCH
PROVIDE INLET TEE O 7 REQ'D AREA = 33%.75= 440 S.F.
EX. SEPTIC TANK BAFFLE IF S>0.08 FT/FT 48 LOAMY SAND Ap
101R5/3
AREA PROVIDED:
PROPOSED SEPTIC SYSTEM - PROFILE 31 VERY FINE AA = (10'+1) X (39'+1) = 440.0 S.F.
NOT TO SCALE
LOAMY SAND EFFECTIVE LENGTH = 39'
SEP77C SYSTEM NOTES. W/GRAVEL & Bw EFFECTIVE (MOTH = 10'
MANY COBBLES
1. SEP77C TANK AND D—BOX TO BE INSTALLED ON LEVEL STABLE BASE, 6" MIN. f OYR6/8
OF CRUSHED STONE. 60" PERC TESTS BY OTHERS
2. PROVIDE INVERT LEVELER CAPS ON EXIT PIPES IN D—BOX. VERY FINE (P#2597 CONDUCTED ON 11107183
3. INLET TEE ON SEPTIC TANK TO EXTEND A MIN. OF 10" BELOW FLOW LINE. SAND C1 R. FAIRBANK, DOWN CAPE ENGINEERING, INC.
OUTLET TEE SHALL BE SIZED PER TABLE BELOW. 2.5Y7/4 WITNESSED BY J. JACOBI)
108••
LIQUID DEPTH IN DEPTH OF OUTLET TEE VERY FINE
SEP77C TANK BELOW FLOW LINE SAND W/SMALL T.H.#1 T.H.#2
4 FEET 14 INCHES POCKETS OF C2 DEPTH DEPTH
5 FEET 19 INCHES LOAMY SAND O" 0"
6 FEET 24 INCHES 2.5Y5/4
7 FEET 29 INCHES 156"ll
8 FEET 34 INCHES LOAM & LOAM &
SUBSOIL SUBSOIL
PERC TEST CONDUCTED ON 9115198
SYSTEM COMPONENTS* BY CAROLYIv J. DOYLE, P.E. AND 36" 36"
ELEVATIONS** 5� OVERDIG WITNESSED BY BARNSTABLE BOH
f. TOP OF FOUNDATION ............................................... AGENT JERRY DUNNING CLEAN CLEAN
100.20 NO GROUNDWATER AT 13' (EL. 84.20) SAND & SAND &
2. INVERT OF PIPE AT FOUNDA77ON.................... .. //\ MIN. 3" TOPSOIL /\ PERC TEST CONDUCTED AT 62"-74" GRAVEL GRAVEL
N/A L FREE OF TOPSOIL j PERC RATE = 4.0 MIN./INCH
3. INVERT OF PIPE AT SEP77C TANK INLET.................. N/A /\ ORGANIC MATERIAL & \\
/ BOULDERS, IN COMPLIANCE 144" 144"
4. INVERT OF PIPE AT SEPTIC TANK OUTLET.............. 9Z05 /% WITH 310 CMR 15.255(3)), j\
\ COMPACT TO 90% DRY \\
5. INVERT OF PIPE AT D—BOX INLET ........................... 96.13 \ DENSITY REVISIONS:
2" LAYER OF 1/8-1/2" �\ 1� FLOW DIFFUSERS RELOCATED — 4127199
6. INVERT OF PIPE AT D—BOX OUTLET ....................... 95.97 // DOUBLE WASHED STONE /\
7. INVERT OF PIPE AT INLET TO FLOW DIFFUSERS...... 95.96 /\ j 8 9 �*�� OF TITLE: SEPTIC SYSTEM REPAIR DESIGN
8. BOTTOM OF FLOW DIFFUSERS.................................... 94.96 // /\ �� 47 THE PLAINS RD, W. BARNSTABLE, MA
9. BOTTOM OF AGGREGATE ........................................... 94.96 �%\ .: J.
4' 3' j\\ CAROLYN
/ J. � OWNER: CHARLES BRIDGES
10. BOTTOM OF OVERDIG ............................................... 92.20
47 THE PLAINS RD, W. BARNSTABLE, MA 02668
WSHED 4-1 1 STONE 12- DOUBLE j\ �'° CJ ENGINEERING
*LOCATED ON SECTION & PROFILE /\ : • . ,: \ yA ®� /� 449 ROUTE 130, SUITE 13
10 - A SANDWICH, MA 02563
**BENCHMARK = ASSUMED TOP OF FOUNDATION — EL. 100.20 / / / / / / / / / / / / / / �/��/� (508) 888-4975
SEE SHEET 1 OF 2 SECTION A - A
NOT TO SCALE MAP: 153 PARCEL. 4-3
NOTE: SHOULD UNSUITABLE SOILS BE ENCOUNTERED BELOW 92.20 DATE: 9/28/98 SCALE: AS SHOWN
THEY SHALL BE REMOVED AND REPLACED WITH A 5'
OVERDIG PER TITLE 5 REGULATIONS.
DWG: CJ86/47PLAIN2.DWG SHEET 2 OF 2
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R,EO'D SEPTIC TANK SIZE
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NOTES: (» Ss,
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TAKEN FROM,., pp
1':'"OATUI4)(M5,4)..,. ''1 _QUADRANGLE MAP OF " '^` .' 2�<•'�:�- ,O .•�,; 'a '
VN'IClPAL 1!JATER _.. �^� .. , ? AVAILABLE. �� '`� ` f r k
2,M.
PIPE.PI'Y'�CH:w"l PER�>ObT '.._s -
*' IG O DIN%iFOR ALL PRE-CA-'T UNITS:AASHO- _i l \0 -'44 ` "4`
4.DtiS. N.I A ST AS E E
IV QVER'OVER 4LL SE WAGE�F,ACILITIES: (1)FT..
,�'` �• ARIVIx hI. O) AIVCE � RTIF'! D
5. MIN.GkOtj 0 C. ;�. A £9JA!A
6:.P,If?E;J.OIIII SrSHALL'BE'MAOE WATER TtGiT, •,
7.CONSTRVGTION 6ETAILS OBE ACCORDANCE WITH COMM.OF M 455. ~
I , ; ILAN,c4vIL � SIBSTTE.ENVIRONMNTAL CGDE TL 34'3 T - + 1
LQCU$z ,
CQ a en N/@Erlh PREPARED FOR: csy.?R yUJc� k.i +
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" LAND SURVEYORS' -- — N—'SUKVeYOR` ` rt.'
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