HomeMy WebLinkAbout0009 TANBARK ROAD - Health 9 Tanbark oad
Marstons Mills
/� _ _ A= 099-057
°N Town of Bar_st b e .
Deparinent of Regulatgry Services
: Pbl'rc Health Division Date
t sty.g 200 Main Street;Hyannis mx-02601k
Y o� t
/ LL
Date SchBduledl� .,
o't Suita�iili Assessment or ►fie a e Dispcl. •.. .
/ f
Performed BY �5`Wimessed By ��
Location Address ``� %� (nCi✓1, ,n / Owner's Name
Address
Assessor's Map/Parcel:
Engineer's.Name
NEW CONSTRUCTION REPAIR Telephone# �(�p —�{ C�
Land Use l� 5 u/ 2 Slopes(%) Surface Stones. _
Distances from: Open Water Body�2 ft Possible Wet Area2�"'ft Drinking Water Well ' ft
Drainage Way ft Property Line ft Other ft
SKETCH:(Street pame,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
R0,¢
1� T� 10
gtJS
r
Parent material(geologic) �.Gi U'U r�l r 1 Depth to Bedrook
Ln
Depth to Oroundwaten.Standing Water in Hole: �c Weeping from Pit Face v
Fit Estimated Seasonal High Groundwater
�'XTIO.N F�?�t SEAS.ON-A°�:XIGH'w�j►'F�1�;'�'
Method Used:
Depth Observed standing in obs.hole: In, Depth to soil mottles: 1n,
Depth to weeping from side of obs.hole: in. Groundwater A,djusattnent ft.
_ Windex Well# Reading Date; _Index Well level �,_ Ati{,factor,,,, Adj,Groundwater Leval :
Observation
Hole# Time at 9"
Depth of Perc A4 Yl Time at 6"
St
art Pre-soak Time
2-Y J t(i'-�-_Pme(9 .6
End Pre-soak
Rate Min./inch 2�
Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/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)week prior to beginning.
Q:\SEMC\PERCPORM.DOC
or
DEEP'O►�SERVA ION HOLE LGG RoXe#- .
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (lvlun§ell)
Mottling (Struc cure,Stones;.Boulders.
3b
43 fas.f3
1)EP 408RV Hale#
Depth from Soil Horizon Soil Texture Soil Color . Soil ether
Surface(m:) .: ..: (USDA) tMunsell);
Mottling (Structure,Stones,Boulders.
4nPLIle N-V 3'o Gravell:
1010k
� 044) sj
DEEP v #tVAT U I HOLE:.�,4i� Me.
Depth from Soil Horizon Soil Texture Soil Color
Surface(in:).: Soil.; Other
(USDA) (Ivlunsell) Mottling (Structure,Stones,Boulders
vel
Inh 'QRISERVATION DOLE:LOG. .. Halt.#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,B0111ders.
Flood Insurance Rate May:
Above 500 year flood.,boundary No Yes
Within 500 year boundary No Yes
Within 100,year.flood;.boundary:-.No Yea�.. ..
7.
De6th of Naturally Octiurrine P
er
vious Material,
Does at least foltr f.et of,naturaily occurring pervious material exist in all>areas observed throughout the
>,
area proposed for the soil absorption system?.
If not,what::ts..the depth of n'atur�ly occurring pery o�ial7.
Certi-- ffeatioa
I cortify that on _ {date)I have passed the soil evaluator examination approyed't y the
Department of Environ4ental Protection and that the above analysts was performed by me consistent.w s
the;required`tr rig, xpetise and experience described"in 310.C1VIlt 13.017
Strature v Datet3
r '
Q�,SFYfIC�P)rftCFORIvI.DOC '
OWN OF BARNSTABLE
LOCATION .Y1,41.1,6 S0 SEWAGE ##
VILLAGE f -��>� � � ASSESSOR'S MAT LOTbl?- 'wf cr-7
INSTALLER'S NAME 6z PHONE NO.�����`➢�
SEPTIC TANK CAPACITY 6
LEACHING FACILITY:(type). 22 (size) ///eg 9,�/
. NO. OF BEDROOMS 2, ,PRIVATE WELL OR P(JBLIC WATEI
Sol, 38417�.
Bill .DER OR OWNER
DATE PERMIT ISSUED: __ _
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes__ _____Na ___
r
a
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o?� � ���
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i
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1
No... Fimic -A-�."
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
1 d.W.�/. OF........ R�nl s r/d &L 6
........................................................................
Appliration for Uh4pasFai Works Tons rnrtion rrnnit
Application is hereby made for a Permit to Construct ( � or Repair ( ) an Individual Sewage Disposal
System at: trFF
�.= 0?ZsspMs �tcc�...
�jr��''ocation-A dress or t No
�rREC-:Jt3/ZSfeC....` dC� Pa. 13DX S1� E^(f��kV�c.-i_L
---------...•-•-••............................... .................... ------------------•------------
O ner Address
a 1. 1. !Z 1 S 0-6 LC �0,
Installer Address
Type of Building Size Lot---- 3 ®-------Sq. feet
Dwelling—No. of Bedrooms.............................__.._..__.._...Expansion Attic (y) Garbage Grinder
Other—T e of Building No. of persons............................ Showers — Cafeteria
a' Other fixtures .................................
W Design Flow................`5............................gallons per person per day. Total daily flow.............1_3.4.....................gallons.
WSeptic Tank—Liquid*capacity 1 U 0 D_gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No----------........... Diameter.................... Depth below inlet.....--............. Total leaching area..................sq. ft.
ZOther Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by_.__��`f`�_,_.6...tc.a4-C,--... (a/+�G_wcK Date.._.......!! - ? P�
,- 1
Test Pit No. 1__<` _____minutes per inch Depth of Test,Pit .:. ..... Depth to ground water.._..!"...^^......_..
G Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..--------------_-------
a •-------------------------------------- ----------------••....__._
-� .........--------•---................................------•-----•-----------
Descriptionof Soil------ - -------------------•----=-..__..... .._...�-•`--•- -------=------------------------------•-------------------------------------•-------•-----
x
U --•------------•---•---••----------•---•------•-•----•--•--------•••-•----•--••----•-•---•-•••.................••--•-•---•------•-----------•-----------•.--------.....................................
x ------------ --------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
---•----------------••••-------------•-•---------•-••------------------------------------------•------•------••---------------------------------------•.......-•--•••--• ...............................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of ITT LE p 5 of the State Sanitary Code—The undersigned furti:er agrees not to place the system in
operation until a Certificate of Compliance has b su d y the board o health.
Signed....... = !�.`'� -- --••-•-•------------•---•-•--- /a da�Y�
Date
Application Approved By........... 101 V-C--"-S--f r.'-
Date
Application Disapproved for the following reasons-------------•-•-------------•--•-------•----------------------•-------------•--•-----------•----•-•-------------
--------------•--•-------------•-.................•-•---•-----------------••--..........................................................................................................................
Date
PermitNo.-------_� .--m--------------------- Issued_.......................................................
No...c..r6....L.�.. FEs......,,1._,,t._._..-...
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
l p ....sur OF.... 'j/1 K see � f'/n #7 c t
............. .................................--..............................
_.
AppfirFation for DiopooFal Marks Toustrn.rtion 11rranit
Application is hereby made for a Permit to Construct ( � or Repair ( ) an Individual Sewage Disposal
System at
/o-1 166 �R�v%a�a< fora. / Ars,dvs... :IL...-- -------•-•.....................
fLocation-Address or—Lot No.
.•. .............f:CC®�jiCSc/! CGtr. ........°_••'-ra1��`Kti1'&dd
l O ner Address
+
Installer Address
d Type of Building Size Lot.....01_5�0-------Sq. feet
U Dwelling—No. of Bedrooms............... .........................Expansion Attic ( Y) Garbage Grinder (A/)
a04 Other—T e of Building No. of persons............................ Showers
YP g ---------------•-----------• ---- --------------- ( ) — Cafeteria•( )
QOther fixtures ----------------------•-••-------•••---.-- --------------•---.--..........--•-•------------
W Design Flow....................._......................__gallons per person per day. Total daily flow----........................................gallons.
WSeptic Tank—Liquid capacity .O.gallons Length................ Width................ Diameter---------------- Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( ) /
Percolation Test Results Per by..__� 'f�._ `'�df�'�L..................................................(„/nG Date.......... 0 r f.......__...
,a Test Pit No. 1__e. -_-_-minutes per inch Depth of Test Pit---If4....'____. Depth to ground water..... _11 .........
GZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------_.................
......................................- / ---•-------•-•----------------•-•••---•-------•---.........................................................
D Description of Soil----••�3s-�-c----------. �ev!�--------�'¢------p-'o.! E c'"j
V -------------------------------------------------------------------------------------------------------------------------------------------•------------•-------------------••-•---------..............--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
VNature of Repairs or Alterations—Answer when applicable...............................................................................................
..---•-----•-•••-•••-----•-------•--------•---•--•--•-----•-•-•-----•----•----------••-••-•--•------------------------------•------•--------•-••-...--.................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of'TTLE of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be 18su d by the board o- health.
Signed....4 _+ .... A.IZ h' -�--�':.-----------------------------•--. ..� � ......._
r^ j Date
Application Approved B \ �•-�,, -• �c--.k_ "-
PP y------,---- ---- -`--'•.!.:.e-.---r--=- -----------------^-----.....-..-- Date
Application Disapproved for the-following reasons----------------------------•--------------------------------------------------------------------------••-----•--
-•-•----•......-----•••--...----••......----••-•---•------•-------•---••--••••------•........----••-----•.......•-•-•-••-•-------•----•--•••--•--•-•----------•---•------•---•------•---•--•--...•••---
Date
PermitNo......... - -3---------------------- Issued---------------•----------------------------------------
Da__
i THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........'..o. `�.................OF...... .... �� s /a/S L.t..........................................
TWrtif iratr of Tomplionre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (/) or Repaired ( }
b ............1.•--f. �rr r "c a d.C q S G ..J
----..•------------------------------------------------•--•-•---•-- ---------••------•••••-••••-•-._......-••••-•....•----••---•----••--•----.......-•-•--•-•-••......•-------
Installer
ra �tJ� rs� din ert P._3 r',a rit; .'0s it,IL i
at....... - ------------- ...............:.............•t........................H-----------------•------•-•--•-•------•................................
has been installed in accordance with the provisions of TIT E 5 of The State Sanitary Code as described in the
20.111
application for Disposal Works Construction Permit No----- - dated________________________________________________
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE... �... .�- --------------- Inspector......... = -------------------------------•-------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..OF..._._ .. #t Ldr
( ...........o �................. .... .�'�'e' . ................._............ J
37 ��-: - FEE....4
fr Dtopos or�o Tonstrurtton lermit
. i...S5CCs6..€ . �ch/
Permission hereby granted-----------== '
to Construct or Repair ( ) an Individual Sewage Disposal System
at No. 0 b 'r n nr t5 n 0 to P O� H 4 tt s ,r�.r.r S' t+_I c c �
-----------------------------------------------t------------------------ ------------ -----------------•----------- ••---•-------•-••--------•.................
Street
as shown on the application for Disposal Works Construction Permit o.s :,Je ... Dated..........................................
------••---•-•--•-•-••--•--•n------I -- •--------•---•-----•--------------------------•------•-
DATE•••-•' -------./_.o --- r?...................................---••-- Board of Health
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS -
TOWN OF BARNSTABLE
LOCATION �f9/'l�l9f'l� 12� SEWAGE# 9-
- Z yY
li`LLAGE,kO*,1�5fae5 #// s ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. SOB-S'ZO—973,? olosc11l P�
SEPTIC TANK CAPACITY /QOU
LEACHING FACILITY.(type) 2 —S-PO GGloV044e/:5 (size)
NO.OF BEDROOMS 3 /
OWNERlCl�Ii9��
PERMIT DATE: -COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility_(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
T"biork col,
0
6
0
0
0
J Fee ®6
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftphration for Misposai *pstrm Construction Vermit
Application for a Permit to Construct(6)_ Repair(upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.Cl r04 biqNk Owner' Name,Address,and Tel.No.
Assessor's Map/Parcel — S S ✓LllC�tae� G/J�i1.e
74 �Oty!
Installer's Name,Address,and Tel.No.f'o$- ;r gB-77S'� Designer's Name,Address,and Tel.No.j O$-t1177 5Y13
aos-e,04 Q.G,l3/q/'s-r�S -/7 //'l Gam!^/!v� 4e-ol-AS
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Z&
i
dC�d`;
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.
Si _.�a �'vYt-��� Date
Application Appr ed by t Date
Application Disapproved by Date
for the following reasons
Permit No. =,C Date Issued
.r"�..-'...... •+ .,.'.'M ..YYn-n� 'd' ,.. .. n - . rem.^.'^ ..-...'v'.:,...:v,..... '+" ._ - n, - ♦-- ..
r rro.
Fee
' THE COMMONWEALTH OF MASSACHUSETTS- "' Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppYication for Disposal *Pstem Construction Permit
Application for a Permit to Construct Q,)- Repair(,e-)upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.q r44 Owner's Name,Addre s,and Tel.No.
Assessor'sMap/Parcel !'LJt�o"Sf�hS L GE b
Installer's Name,Address,land Tel.No.S-08- 2 gp-I75-Z Designer's Name,Address,and Tel.�io.�Giu 4177- �'�1
✓os�p�i O� t3,grrvs 'r/.f
Lf •�v !'✓liAS Gr , Cv'osr�clvi! �-e
Type of Building:
Dwelling No.of Bedrooms - Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature ofRepairs 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
` f
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.
Si,..ed i —64 Date
Application Appro,redbyy Date v /
Application Disapproved by .� 1 Date
for the following reasons ,
Permit No. � -' '� «*" Date Issued f '��✓
a'"
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( 44�'' Upgraded( )
Abandoned( )by
at -v>Y�1�d' has been constructed in accordance
with the provisions of Titll-e7 5 and
the for Disposal System Construction Permit No ^Q9'-dated
Installer tJ4,3z%Z ! Designer
#bedrooms ...5 Approved design flow l\ gpd
The issuance of this permit shall not be construed as a guarantee that the system will functio�'design d.
Date 1 u I L f"C, Inspector
------------------------- - -- -- - - ------ --- -- - ------- - - -- - - -
No. S'�' V Fee f
1 THE.COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction j3ermit
Permission is hereby granted to Construct( 44 - Repair( Upgrade ) Abandon( )
System located at ,�y���pC
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction m stbe cps mpleted within three years of the date of this permit.
Date �14l7_ (Cle
Approved..by� _
r
TRANS.NO.:
CITY/TOWN c��n S ��-e- 4�1 r 5.4 ^s e, Rs
APPLICANT: . . b 2U S
ADDRESS:
DESIGN.FLOW: gpd
REVIEWED BYt DATE t a Cv°9,
N/A OK. . . NO
IMMillip
Legal boundaries denoted 310 CMR 15.220(4)(a)] ✓
Street, Lot, tax parcel number and lot number noted on plan [310
CMR 15.220(4)W]
Locus Provided [310 CMR 15.2204(t)]
Plan proper scale? (V=40'for plot plans, 1 '=20' or fewer for ✓
components) 310 CMR 15.220(4)]
Easements shown 1310 CMR 15.220(4)(b)]
System located totally on lot served [310 CMR 15.405(1)(a) for ✓
upgrades]- if not, a variance is required f 310 CMR 15.412 4
Location of impervious surfaces (driveways, parking areas etc.)
310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR ✓,
15.2200)(01
Location and dirpensions of system components and reserve areas. ✓,
310 CMR 15.220(4)(e)]
System Calculations 310 CMR 15.220(4)(f)] ✓
daily flow
septic tank cap aci (required andprovided)
soil absorption system(required and rovided
whether system designed for garbage grinder
North arrow 310 CMR 15.220 4
Existing and ro osed contours 310 CN1R 15.220 4 ✓
Location and log of deep observation holes(existing grade el. on
each test) [310 CMR 15.220(4)(h)]
Names of soil evaluator and BOH representative [310 CMR
1.5:220 4 h and i
Location and dale of percolation tests (performed at proper
elevation?) [310 CMR 15.220(4)(i)]
Percolation test results match loading rate? [310 CMR 15.242
Certification statement by Soil Evaluator [310 CMR 15.220(4A)]
Observed and Adjusted groundwater(method for adjustment
given or indicated) [310 CMR 15,103(3) and 310 CMR
15.220 4 n
Address' $hed J of 9
N/A OK NO
Location of every water supply, public and private, [310 CUR
15.220 4 k
within 400'feet of the proposed system location in the case
of surface water.supplies and gavel packed.public water.supply
within 250 feet of the proposed,system location in the case
within 150 feet of the..proposed system location mi the case ,
of Private 'water wells
Location of all surface waters and wetlands located up to 100 ft.
beyond setbacks fisted in 310 CMR 15.211 and any catch basins
located within 50-..f310 CMR 15.22.0 4 1
Water,lines and other subsurface utilities-located [310, CMR
15.220(4)(m ` water line cross see 3 i0 CiVTR t5`.211 1 '1
Profile ofsystem showing-invert elevations.of all system_
components and the bottom of the.SAS 31.0,CMR15.220(4 q.
Sfa m- p of design-or 310 CMR 1 5.220 1 and`310 CMR 15.220 2
Stamp-of Registered Land Surveyor(required if construction /
activities-within -ft. of lot line) 31.0.-CMR 1.5.220 3. .
r/
Test Holes adequate(two in each of tle'primary and reserve
unless trenches as permitted in:310 CMR 15.102(2) or as
approved for an upgrade under LUA at 310 C1VI,15:405 1` k
Test hole adequate to demonstrate four feet of suitable material?
310 CMR 15.193(4)]
Test Holes adequate to confirm adequate groundwater separation?
310 CMR 15.1030)] `
Benclmask;within.50-75: ofs stem.. 310 CMR:15.220 4 '
Materials-specifications noted?.[various sections of 310 CMR
System compongnts not>36" deep (unless Local Upgrade /
Approval.or;LUA requested) 310 CMR 15:405 L
Address Sheet 2 of 9
r
t
r
N/A OK NO
Size OK? 310 CMR 15.223 1
Inlet tee located'ten inches below flow line 310 CMR715.227(6)]
Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 ✓
CMR 15.227(6)]
Outlet tee with gas baffle or approved filter 310 CMR 15.227 4
Note regarding installation on stable compacted-base [310 CMR / (�
15.228(l)]
Separation between-inlet and outlet tees(no less than liquid depth)
310 CMR 15.227 2
Inlet/Outlet elevations at least 12" above high groundwater /
(except as descri�ed 310 CMR 15.227(5)) or permitted for
upgrades under LUA 310 CMR 15.405 1 k
Minimum cover ." (Tanks.buried more.than 9" must have risers
on all openings and on the d-box) [310 CMR 15.2228(1) and 310
CMR 15.232 3
Three access covers (inlet and outlet must be 20" or greater) - Q
middle access at least 8" 7/07 310 CMR 15.228L2)]
Access to within 6 of grade - one port for systems<1 000gpd,
two forsystems>1000 d 310 CMR 15.228 2
All at=grade covers secured to unauthorized access? [310 CMR
15.228(2)]
> 10 ft from bufloing foundation 310 CMR 15.211 1
Buoyancy calculation Required/Done 310 CMR 15.221 8
H-20 Where appropriate? 310 CMR 15.226 3
Setbacks from resources 310 CMR 15.211
Required when qther than single-family dwelling or flow>1000
d 310 CMR 15.223 1 b
First compartment 200% daily flow; Second compartment 100% IIJIA
daily flow 310 CMR,15..22 2 and -3 .
"U" pipe through or over bale, outlet of each compartment with
as baffle or appToved filter 310 CMR 15.224(4)]
Address
Sheet-3 of 9
N/A OK NO
Located at least ten feet from any water line? [310 CMR
15.222 2
Disposal piping at least 18" below water line(when water and
sewer cross, see 310 CMR 15.211 .1 1
Cleanouts required/provided ? 310 CMR.15.222 8
Thrust blocks sppcified in forte mains? 310 CMR 15.221 6 c
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable
310 CMR 15.2 , .6
Proper pitch'on all runs? (.005 within gravity-distributed trenches
and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)]
Si honproblem/ eachfietd below pump chamber
Endca s or vent manifold spec
ified?
Size and orientation of discharge holes specified? (not smaller than
3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR
15.252 2
Materials specified (310 CMR 15.251(5) specifies various pipe
es allowed
Stable compacted base [310 CMR 15.221(2) and 310 CMR
15.232(2)(a)]
Splash plate or baffle tee required on inlet/provided?(when
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15:323 3 a
Riser if deeper-than 9".1310 CMR 15.232(5)(0]
Inside minimum dimension 12" 3.10 CMR 15.232(2)(b)]
Minimum su 310 CMR15.232 3 e
Watertight cover if<2000gpd)' waterproof manhole if>2000gpd
310 CMR 15.232(3)(d)]
Capacity(emergency storage above working=design flow)? [310
CM—2-11.2
Proper setbacks 310 CMR 15.211 same as septic tanks
Watertight.20-in n inium access manhole at least 20"MUST BE
TO GRADE 310 CMR 15.231(5)]
Service components accessible(not too deep with piping,
disconnects accessible
Alarm floats - alarm on circuit separate from pumpsspecified?
Exceeds two units-must have two pumps operating in lead-lag
mode. 310 CMR 15.231 6 and 8
Stable C ompacW Base 310 CMR 15.221(2)] .
Address Sheet 4 of 9
Buo anc calctalations needed ?Provided? 310 CM R 15.221 8
Address Sheet 5:of 9
N/A OK NO
Calculations correct?
4 feet of naturally occurring material demonstrated? [310 CMR
15.24Q 1
Required separation togroundwater? 310 CMR 15.212
Aggregate specified as double washed 310 CMR 15.247(2)]
System Venting requiredlprovided?-(system under driveway or
>36" d 310 CMR 15.241
Inspection ports specified and within 3"final grade? [310 CMR
15.240 13
Breakout requirements met? (No violation of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and +�
Guidance Document
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. 310 CMR 15.253 6
Each structure with one inspection manhole(if>2000 gpd must be
tograde) 310 CMR 15.253(2)]
A ate l' minimum- 4' maximum: 310 CMR 15.253 l
2' sidewall credit maximum 310 CMR 15.253 1 a
In bed confi ration, inlet eve 40 H. ft. 310 CMR 15.253 6
Width 2' minimum 3' maximum 310 CMR 15.251 1 b
length 31 0 CMR 15.251 1 a
100 feet-maximum en
Minimum separation 2x effective depth or width whichever greater
3x if reserve between trenches) 310 CMR 251 1 d
Situated along cpntours 310 CMR 15.25 1 2
Breakout OK? i 10 CMR 15.211 1 [41 and Guidance Document
minimum 2 distribution lines 310 CMR 15.252(2)(a)]
MaxIimum separation between lines 6' 310 CM R15.252(2)(d)]
Maximum separation between lines and outside of bed 4' [310
CMR.15.252 2` :e _
Aggregate depth below discharge pipes 6" minimum, 12"
maximum. 310 CMR 15.252 2
Separation between beds 10' minimum. 310 CMR 15.252 2
Bottom area used in calculations only 310 CMR 15.252(2)(i)]
Address Sheet 6 of 9
NI
A
Pressure Dosed System ? Provided pump and piping calculations
as required 310 CNIR 15.220(4)(r)]
Pressure dosing required on all systems>2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2) and I/A
Remedial Use ovals
If used in graveltess-system -make sure jet is directed as not to
scour soil interface Guidance Document
Inspections once per year(systems<2000 gpd)or quarterly
>2000 dgood to note on plan 310 CMR 15.254 2 d
Construction in fill -Did the plan specify that the fill shall meet
the specification of 310 CMR 15.255 3 ?
Impervious barrier and/or retaining wall? Guidance Document
Imperviousbarrier installation must be supervised by designer
310 CMR 15.25 5 2
Retaining wall must be designed by Registered Professional
En 'neer 310 C 15.255(2)(a)]
Side slope not exceed 3:1 ? 310 CMR 15.25 5 2
Breakout re4uirements met? [310 CMR 15.252(2)and
Guidance Document
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended 10 CMR 15.255 2 e
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge /
to scour soil interface
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all /
DEP Approval Conditions?
Is there a grote on the plan regarding the requirement for
perpetual maintenanceagreement?
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has licnt submitted a co of a maintenance! Bement?
Are the variances listed on the plan? [310 CMR 15.220
4
RLS Stamp,-necessary on plan if a component is within five
feet of property dine 310 CMR 15.412 4
Address Sheet 7 of 9
New construction or.increased flow prgposed [Refer to 310 /
Address S 8 of 9
N/A OK NOis
MAIR
Is the system in a Designated Nitrogen Sensitive Area(Zone II for
a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and
310 CMR 15.210 - also refer to Policy regarding upgrades of such
existing systems]
Is the system proposed on the same lot as served by private well ?
310 CMR 15:21-4 2
Are.the nitrogen loads proposed in compliance? [310 CMR
15.21 1
Pumping to septic tank ? 310 CMR 15.229
Shared System 510 CNM 15.290
Address Sheet 9.of 9
10/06/2009 11:47 5084775313 ENGINEERING WORKS PAGE 81
Town of Barnstable
Regulatory Services ,
Thomas F. Geller,Director
$ Public Health Division
Thomas McKean,Director
200 Mein Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# VY Assessor's Map/Parcei
lwtgUer&Daigpgr Ce[aatfiOAr
S " �,
Designer: �� � �^�'aY� • ��C • Installer: �o�'�i'S P
Address: n W. Cre 1 s-�-��u( Address: $
�rre.ir-nl�� r�t� 4Z:�yy y'�ar '�cr•j M► \1s� W,-
On g S S-te"" c SJ was issued a permit to install a
(date) (installer)
septic system at.- 1 VX6-n✓A4- PA 4 KM based on a design drawn by
(address)
" C4A— dated Q
(designer)
_ I 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. Stripout (if required) was inspected and the soils
were found satisfactory.
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. Stripout(if required)was inspected and the soils
were found satisfactory.
ZH OF Mgs�ti
PETER T.
�� g
sta ler's Signature) MCENTEE
CIVIL
.0 9 No.35109 0
(Designer's Signature) (Affix
PLEASE RE URN TO B ST E PUBLI TH N. R A
C L E L OT IS F
ErqW BY STABLE D I
q:\offwe ft=weaewccrtificRwa fbMd=
N Old Falmouth Rd
.4
o! �
P
Q 0 _
ass
101.26 100.90
� w �
L
6
OCUS �N 0� ` \ 100,55 / N
F C°mmett L� Fj.82' Is, 6'7• U
n Emmett Wy i ' � 102,66
LOCUS MAP
NOT TO SCALE 4� i L O T 106
171 J26 S.F. O
I Map 99 10 . 8
Parcel 057 �� o
I 2 �� 10 5 11,START 0.00
101.12 I x 102.26 �'7 AMP d
O �c 0,7` 1GS
�F x 101,13 Paved �� �� 100.08 /
102,98 Driveway ����is
100.44 \ 03. GG❑101,3
DECK ` �� �� 99.87
catchbosin
104.33 10 ,�4
Z
<v 103.91.X /EX/ST/NG r,
`/ 1o1�Oi HOUSE (#9) IQ4 20 0 k j104,10 �,,o 99,73
Il I T.O.F.=105.1E
J I B \ -_ 103.99
104A I
I
S�ED °' 1
d : 103.1
x /
103.29
;1 0347 E
4 103,68
101,88
\ b :� + 3.65 r'
Benchmark Set
9,41. '.: , 'r TOP CONC. BH. COR.
100.59 tr99.36 '.. i `l• EL.=104.11 (Assumed)
98,8 102.66
b'� �
Gra vel
7 Driveway EXISTING SEP77C-TANK
TOP OF TANK, EL.=101.20.E
INV.(OUT), EL.=99.87t
99.92
\ OF MAS
99.00 EXISTING LEACH PIT
P��� s9c
RECORD AS-BOIL T LOCATION'
GENERAL NOTES: �.! CONTRACTOR SHALL LOCATE, o PETER T.
PUMP AND FILL WITH SAND CDMcENTEE
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL CIVIL 4 "'
BOARD OF HEALTH AND THE DESIGN ENGINEER. o. 35109
E 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS r Ap RfGISSE��o
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �r
LOCAL RULES AND REGULATIONS. .
ti 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE C
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN f LEGEND
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. - 101-- EXISTING CONTOUR
6. THE-DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF x 100.98 EXISTING SPOT GRADE
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF OVERHEAD WIRES
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. -f�Hf� ,
7. W, TER SUPPLY .PROVIDED BY TOWN WATER SERVICE. (, EXISTING GAS SERVICE
8. TARE•ARE.'NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. OWNER OF RECORD
WHITE, MICHAEL R & KIMBERLY W EXISTING WATER SERVICE
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS •9 TANBARK ROAD. TEST PIT
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE MARSTONS MILLS, MA 02648 '
DIRECTED BY THE APPROVING AUTHORITIES.
� BENCHMARK ..
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF-ALL_UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
11. WHERE REQUIRED,'CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 9 TANBARK ROAD, MARSTONS MILLS, MA
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR. 255(3). Prepared for: Joey's Septic Service, 81 Cammett' Rd, Marstons Mills, MA 02648
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Engineering by: SCALE DRAWN JOB.. NO.
INSPECTED'BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 1"_20' P.T.M. 193-09,
13, SUBJECT SITE LIES WITHIN A ZONE II (IWPA). Engineering Works, Inc.
'l4. THIS PLAN IS'TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED . " SHEET NO.
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 9/9/09 P.T.M. 1 of 2 .
z,
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:99.5
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3"
OF FINISH GRADE FOR INSPECTION PURPOSES
AND SET TO 6" OF FINISH GRADE.' COVER SET TO 6" OF GRADE
T.O.F. PROVIDE ACCESS TO GRADE OVER OUTLET COVER
EXISTING F.G. EL.=103.6t � F.G. EL: 103.0t F.G. EL: 103.1(MAX.)
f /MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
® S=1% (MIN.) p S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
6"
t0-1 - aB O 6a
14" - 6 BBB6BBB
EXISTING 48' LIQUID BBaaaaa
LEVEL GAS BAFFLE
} 4' 5.2' 4'
J INV.=99.27 PROPOSED INV.=99.10
INV.=99.87t D-BOX EFFECTIVE WIDTH = 13.2'
EXISTING INV.=99.00
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H210 RATED
TOP CONC. ELEV.=100.1
BREAKOUT ELEV.=99.5
INV. ELEV.=99.00
a6666 66666 ease
6666
NOTES: BOTTOM ELEV.=97.00
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 3' 2 X 8.5'=17.0' 3'
INVERTS, PRIOR TO INSTALLATION. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23.0'.
EXCAVATION OR G.W.
T.P.
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE LEACHING SYSTEM SECTION
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED N❑ GROUNDWATER, EL.=91.2 —
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON 3/4" TO 1-1/2" DOUBLE
OUTLET TEE AND REPLACE IF NECESSARY. WASHED STONE
3" LAYER OF 1/8" TO 1/2"
DOUBLE WASHED STONE
SEPTIC SYSTEM PROFILE (OR APPROVED FILTER FABRIC)
N.T.S.
SOIL LOG (3) 5" DIA.OUTLETS
15.5" � 2-
DATE: SEPTEMBER 10, 2009 (REF#12,700) `
SOIL EVALUATOR: PETER McENTEE PE, SE (SE#1542) 5
WITNESS: DONNA MIORANDI R.S. LL
' 1
HEALTH AGENT
- ELEV. DTP— DEPTH' ELEV. TP—2 DEPTH 15.5" _. �- 1_ $,�
103.0 A 0 102.7 A 0 6
w
SANDY LOAM SANDY LOAM
10YR 4/2 10YR 4/2
102.8 B -. 2' 102.5 B 2' 2"
SANDY LOAM . SANDY LOAM H-10 LOADING
10YR 5/8 10YR 5/8 D_BO`, _
C1
42" N.T.S.
PERC C1
54"
M-C SAND, M-C SAND +
2:5Y 6/4 2.5Y 6/4 ®®®® ®®®® &
®®®aaaaau®® 37"
, . w ®®®®®® ®®®®®
91.5 138" 91.2 138" (V >
PERC RATE <2 .MIN/IN. ("C" .HORIZON) Z
NO GROUNDWATER ENCOUNTERED
102"
LL 4" KNOCKOUT
DESIGN CRITERIA 20"-DIA. COVER .'
`NUMBER,OF BEDROOMS:" -3 BEDROOMS 4" KNOCKOUT 0
/J4" KNOCKOUT 62" -~
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 330 G.P.D. 4" KNOCKOUT `
DESIGN FLOW: 3.30 G.P.D.
GARBAGE GRINDER: NO `
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 500 GALLON CAPACITY, H-20J LOADING -
LEACHING AREA REQUIRED: (330) ,= 445.9 S.F. CHAMBERS
N.T.S. . . _
.-"USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN '
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
9 TANBARK ROAD, MARSTO NS MILLS,. MA
SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. `
BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. Prepared for: Joey's Septic Service, 81 Commett -Rd, Marstons Mills, MA 02648
..'....... . .. Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:........
. . . ......................................448.4 S.F. Engineering Works, Inc. NTS P.T.M. 193-09
DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 9/9/09 P.T.M. 2 Of 2
' SHEET 7 OF 7
MARSTONS MILLS
LOT 130
• - � tatty r
LOT 129,
LOCATION MAP i7
tamp r -
1.1
"tr/ 1
b
LOT 12�
GN1at` �O X 0atees �k' 13 � �`\`` fie ,\ tC�, 9y ; tsa4 W
loop
.. � /r: . 1�J- �� � � ��T�• J' � � W 1--t0T-1'll. \
LOT 31
.0t
f--
taaw r
Lul 137
SLOT ID
S'.
.
T,3 �e+oD LOT 123
LOT 1�
tD� 2 1 28 n,ttu rY
it % 1 b J < ' �� ' /t. 1 / t> X'\�_ 74• �i.4 I i 1 LOT 13
to '. ..
• � � t• LOT 149 tt � �.�
Y 1 I�
p� i
i '' I•1 1L20a r I� ,Y 7Y 140 '
v 1� ' - •: - 1 e 1 la �, I Z,�I' y a LOT 122 `�1
LOT 134 L 133 . - tL ( •d b.
LOT 107 1'~• l l �� t 1 '; +t T. tt� �o 1
n3 LOT 148 . > 14 I o 1 1'
t4�eo s o >r ° / I i 1 + 1► A40 `iRp '(
. a i mop °iLOT 147 \�ydC ' y \ �,1 I-tII Ta22t�r '' LOT 119 B �.r i6 '
�t ootd _ s s \ 1
1 i. `y 11 n•S > 'LOT 1141 t,� 10l0°_ t' s•.S ,c ,�
•Rt � of I�lyt 1 ►a �'�, ICI �M
- ( LOT
/ t
*� . lip ! ' ►ih" \l� �,�" �.o
1 > Lo��4rt '; , v 'Qta }� �' L0T120 '►
!
� ' ��" � /�, � �t1, \ �• ��'' ' S �' ' / �. LOT 117\ � si totmo r
tom¢ 2••r , / �' vlk9 �� LOT 43 t Itc �.t t to r 1s 1 1 I
'01 + Ir11'• t•, - 1 vales •c
144
4l SIIeET 7A oF'1 fotC sotl. tests p.►p 1
• i , � ti '. ,� k t/
� � i K '� —7elttou!'itwJ htCt'. JCG>:J
l 7 445 J�'� tom0 r a 9.s o* 116?t v T' 7A of RJL R.B4SI4b*
LOT 14� �I�'' i o '• ; 7
Lof she r? ' n°apr' tt2n r .. 1' 1S•i
It
IL •�
LOT 116
It t,� - LOT 11 p to ~ 102m r
lam of 11
. Ir
--�
'} LOT it LOT 11 : LO 114
�''� I taco• 'B d 2 Iz a eb o.(.i.to oa Rnko Eatkt+ea.ls
3 11 29 88 FINAL BLDG. AND SEPTIC LOCATIONS PAL
1 �� r t" ' 11•0 `� 1o1
s 11 8 88 BUILDING LOCATION DON
4 �$s?' �y 1 10 12 88 INITIAL IS ELK
\It� \ ��i�t_.P ,1p,0 t; NO. DATE DESCRIPTI By
°"i BUILDING LOCATION PLAN
MARSTONS MILLS WOODLANDS
LOT 110 I. M
t` LOT 109 , tt.m= i BARNSTABLE, MASS CHUSETTS
`. - alp WOODLANDS ASSOCIATES US
ML
SCALE 1" 50' JOB NO. 1338 Iia»-t0
0 !q t00 t r
IM, EIDREDGE k TAGNER ASSOCIA INC.
t umnuw= M11tm 11ND 11RRM
889 WEST MAIN STREET CENTERV= 1u 02632
'. j - i
�' ,
{��
�'
i
%�
I
'A`/
.1
�ti
II
c�
t°
'�
SHEET 7A OF 7
Ir ra r r MIeM1 r P Lm
M WL 1MMNNSR OOIiR N�r�K
a
NOMM•F1AN e a
OAINl1T
wARSTONS WILLS *a�ypYp ® tr► ® DESIGN CALCULATIONS:
A 1 cm
oeuls r rU11111111 or DIOROM 3k
GARNAK DISPOSAL LIST
wIM1 TOTAL OTTNSATED FLm
IAI'Iw R v UK w PM;At � (114-aL/tN./bAr x?PN.) 330 en
Nr rRa1 1/I'PDI R SEOU ED S1Jw"C TAME CAPAOTr 4� �
LOL AIM MAP �� WL F1MDN SPAT PDI R �UK•P1IC Fe[ - /DAr
ACTUAL ON Or SEPOC TAM( 1�NN. RLO'0.
IAIMI N LEADG1S AREA K01TSIERIE11111 IN
SOEMLL AREA CAL)
NOTIONS AREA GAL./'tf.
- r-v LEAOMD CAPAOTT•(Norrom♦mcwA4 P10 er
5
T(bas.0)♦2T(/d13P)
IUm Y M� IISSUNI[LfA0M0 DARAOTT m al
L YAR SOWpsTIeBu7roE1 Box NOTES:
® 1. ALL.oNNMN1/!AND NSAIDOAIS PHALL OONOINI 10 D.LD.L
TITLE S AM THE TOW OF JAWMANLE IRAES AIM
NEOULA"M FOR THE SUPLNIFAM DISPOSAL OF SE.M110E
1000 GALLON SEPTIC TANK L r 1 • 1 r I s ALL cower TO SANRARY UeT11 SMALL K VIOUMIT TO
a{ W"Mr INS Or FNwsmm ORAM
L M I `► s ANT MASOMY LINTS USED TO SAM COMB To GUM
SEPTIC SYSTEbI PROFlI F SHALL of NSORTAM N Pu¢
ALL COMPONDITS OF THE SAMTMT SYSTEM 24 L K CAFANLE
Nm w 1TCNSf BOTH OF TEST HOLE OF 14114TANDOM N-10 LOADING UNLESS 114"ARE UNDO ON
- ■TW 10 FT.Or DWOU ON PMMUAG AREAS. 11-20 LOA001G
LEACHING PIT SHALL K UM UIIODI a INDIN t0 FT.OF Omn OR
►AwNSIP
S NOIRONTAL AND VOTICAL CONTROL.SEE LEw.RON=
N KWIR FNMD NOTf70UL 0ZLIMM RAN 1336-10
LN
ELEVATIONS LEGEND:
FINAL SPOT ELEVATION106f107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 a wnw Pox FMUMY LEAOONG MT 0
r. NEg111E TEA no TINT
I
AND PDIoaAnDlr TEST ,01
O.FA 74•si 19.0 71•0 'b.O 70•0 110 74.e 7A.0 1716f 70.9 *,.0 17.1, 7b.0 00.0 is.$ a l •Le 010 bl,s OO• - bl•o QLI V's 1%v 74.5 7f.4 7e.0 74.E 14.0 714,T 7i•0 77.0 11.0 Tb.o 71•s Yb•s 7y.0 74io 71.o TD.o 71.5 7r1,0 7b►O A WMER AND OM AS0IO PT NOII T
B 170.s 41.e 460 i4j 464 00.0 61J 1L9 7't.0 73.e 71W 744 7L•0 164 71.5 77,5 7ba 70.1 is 76.5. - 1b.0 790 lsdr 1 f 71.6 714 714 r•f* 7e4 179-0 74,4 1 3.4 1f.5 74.1 73A 7s.1 7Y.4 74 044 µ,s i•s4 L4.0 160 B .
C 1 V.Z'l ,♦ 14.1 tilt 601* 627 1,1,t -At TL7 7L7 7t11 14•1 7f.7 n.s. 71. 17•1, 70, 77.4b 77,b 16.1- - 171'7 711 7AZ '74. -EL; 11,4 71.S 70,E 70-t Ill.,
79'.t 7s•i 7f.1 74 7Air 7t4p 1s.1 jul 1644 t4-1, Yft 60•7 1d•1 C
j D two 0.4 67 11.s 7t 1.s 7 .0 9.9 760 71. 7,0 70.0s 174, 60 - 77.s2 7f.D o 1I.1 lt,4 'R, 7 .0 10.0 106.9. DH+ , yo . -If,* 4•' 7; 7s� 71.1 lb. e1 yf,o 0.3
E I L!► y0.0 4,V5 &&A 66A 06 4.1110 7s 71.3 W 7s.; 7S•9 7f•3 7f•11 7r,.% 76.6 01 .77.S 7$5 Ts.% - W-5 77•S 145 73,3 76A 'Mil 70.1 41.6 E
y1,9 7L4 •►t.4 1t, 749 74.1 75.; 7t.S 11•b }.♦ i(I.• K.b i4.9 66•; Tb,3
F 6t6 66.6 60,1 63.1- Lrs•t 0.1, 60.6 IDA, -41 71.1 L, 704, 71r,) 7f.6 -X,v 76.r 7s1 771 71.1 IV,(r - 77.1 711 74 f. 79.1" 1e•1
7Z.1 I 70.1 i1.6 i44 7I.L 71%.L 7Er1 74.1 744 174.1 7i.1 111.6 179a, t4. KL 9.1 7v4 1 F
C NT� ibs if.0 6110 MIS 9,14 LIFO -V.s 7L0 71e 7140 7" 71.0 776 7e.5 7i.S 11.5 no n,o 10f _ 77.011.0 74.IF 15.6 Tod 7S.o I Tell 61•5 644 11.11 Its o 7L5 Igo 7>.e 1s.0 71.f 7e•f s&S 6s. 6'1 69.0 10.0 C
H i3f I,LS f1•e 57.0 s1.0 61.0 04•0 64.0 6,3.0 ".0 1Le 61•17 6110 0•5 1e.f 70.5 71.9 'N.0 's•O 61.5 71.0 71.0
I ors r,7.f .44.f K.0-.1.41 tr3•f y?iIs Ls,o rhS lso if.f HO 10 F.6.o 6s.6 64.5 42.0 545 166 K.o 040 H
APPROVED: BOARD OF HEALTH
J 01 yes SS•e fi0 rho !7•0 p•0 (,may wy 6t•e L. iAs 69,e 6f.5 6s.o 66.0 6745 6,10 1.%0 Ns - L7P 66.,5 64s I&S-5 60.0 st.o 4e•5 Off 54•15 i1.0 Ls.f 6i.0 6,444` 64.0 1.S-D 6s.o 445 l,e•f 1564 414 1•0 00.0 Lo.o J
i
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NO. DATE DESCRIPTION BY
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