HomeMy WebLinkAbout0085 VANDERMINT LANE - Health 85 VANDERMINT LN, HYANNIS
A=250-054
TOWN OF BARNSTABLE '
LOCATION OnA �g C 41 SEWAGE# Z®Pq
VILLAGE ASSESSOR'S AP&PARCEL G (//��
INSTALLER' NAME ME&PHONE NO. (Gl z-Ttes�
SEPTIC TANK CAPACITY 1 600
LEACHING FACILITY: (type (size)
NO. OF BEDR MS
OWNER [ ��
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
a
lt4
O
qC)
No. Q Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
�- application for M=Upgrade
6pstem ConstrULtion Permit
Application for a Permit to Construct( ) Repair ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. ner's Name,Address,and Tel.No.
Assessor's Map/Parcel oL 54f
&�ewfkt Re_e,��
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
mod, W_9
Ty e of Build'
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building at2"se No.of Persons Showers( ) Cafeteria( )
Other Fixtures Design Flow(min.required) 330
gpd Design flow provided ��j�� gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tanker Type of S.A.S. .2
Description of Soil
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 Health.
Signed gn � cl DateJa-a7-ly
Application Approved by Date .n 2 7 —1 y
Application Disapproved by Date
for the following reasons
Permit No. y j 4 Date Issued IU— .2 7 -/ `'/
No. 6 1 } Fee
THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01ppliLation for j0isposaY 6pstpm Construction 3permit
Application for a Permit to Construct( ) Repair(,<U g ade( ) Abandon( ) ❑Complete System dividual Components
Location Address or Lot No. 15 V4eM'n L (owner's Name,Address,and Tel.No.
Assessor's Map/Parcel � � - 5-1 H
Installer's Name,Address,and Tel.No. i� Designer's Name,Address,and Tel.No...
Type of BuildQ:
1.
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building HaiP No.of Persons Showers( ) Cafeteria( )
1 Other Fixtures
Design Flow(min.required) gpd Design fl w provided gpd
t i Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 1 0-0"a Type of S.A.S.
Description of Soil %
Nature of Repairs or Alterations(Answer when applicable) &-W-j S
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.�a
._ Signed ( o ` ,- Date
Application Approved by ,Date -7 -1
Application Disapproved by4 Date
for the following reasons
Permit No. . u l q ` 0e Date Issued
• � M1 s
------------------------------------ -- !_t,
----------------- -------- --------------------------------------
f ;'HE COMMONWEALTH O'F`MASSA j4USETTS
,J' BAM STABLE,MASSACW' ETTS
>f tifitate of Compliance
THIS IS TO CERTIFY,that the n-site Sewage Disposal system Constructed( ) Repaired( pgU d( )
Abandoned( )by oc (Sb C.— a
at Yllh^dewz-,)�4 l has been constructed in accordance I
with the provisions of Title 5 and t e for Disposal System Construction Permit No..?01 V- /U0' dated / 7// V .
Installer Y�Y� Designer
#bedrooms V Approved design.flow e gpd
p g /
The issuance of this ermi shall of be c nstrued as a uarantee that the s steam will M... N- esi d. ✓/ / /��
11
Date , Inspector
----- ------ ------------ ----------------------------- ------------------------------------------------------------ ---------------
No. -- -cI - L 0
0 Fee 10
o THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Mispo8al 6pstr / Construction 3permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon
System located at �� I -A11,;6 LM,,f!g/" l_K.
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:Const ction mu t be completed within three years of the date of this permit. r
Date j U�'�/� �� Approved by / "\ / // i
ti.
Town of Barnstable
�tT It Regulatory Services
do
Thomas F. Geiler, Director
+ BARNSTABLE.
MASS
1639.�A � Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862_
4644
Fax: 508-790-6304
le Date: 10-Z7— (4 j(Sewage Permit# -4OJjAssessor's Map/Parcel
Installer & Designer Certification Form
Designer: 6--&5 L5F)(2k 8-k� PLL' Installer:
Address: Address: k kt"1 F
MA cns63
On V4!�PyJlet't 'PStieL- was issued a permit to install a
(date) ' (installer) _ (�
septic system at l S �//�✓DQW V- j'''" " 044u'S based on a design drawn by
(address)
FLJI-14!�L-T -V dated l U-t-5- k4
(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
wer founds sfactory. p%OF
DAVID
D.
(InstalleAs gnature) FLAHERlY,at.
No. 1211
�F O
QIST1£
Sq
(Designer's Signature) (Affix Des' e mp 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.
q:\office focros\designercertitication form.doc
Town of Barnstable P# 142 t
S � Department of Regulatory Services
RAMBrABM Public He
MAST alth Division Hate
200 Main Street,Hyannis MA 02601
Date Scheduled_ " p ime Fee Pd. OCJ
Sail Suitahility Assessment for Se i o Z
- IPerformed By: � Witnessed By: E�
LO ATION& GENERAL INFORMAL
Location Address , 8� ( R
�— Owner's Nam,vAddress 'ZZ I_Assessor's Map/Parcel: Engineer's Name`�s� 1
S-l"e j l l
NEW CON*S�TjRUUC.TIO�N� ( REPAIR Telephone#
Land Use lLsc��CJ►t �a c�t�� �l d.., liV C,v ly"
Slopes(96) ! Surface Stones
Distances from: Open Water Body ft- Possible Wet•Area "L'r ft Drinking Water Well ?Lft
Drainage Way 'y/ ft Property Line Other__
SIMTCH:(Street name,dimensions of ot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
Parent material(geologic) �� �rh rT� Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: �O iy� Weeping from Pit Face
Estimated Seasonal High Groundwater, t 1 72
DETERMINATION FOR SEASONAL-IHGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: rsewt In, Depth to sell mottles: IwwIE Itt.
Depth to Weeping from side of obs,hole: tii{inr lrr ln, Grtlundw4tgr AdJustment ��= ft.
Index Well Reading Date:_Index Well level Adj,factor_ Adj.Groundwater Level m� 1(
PERCOLATION TEST ,Hate 9 4>-!awe
Observation
Hole# X • 9 e Time at h" l`
Depth of Perc ` G�•` t'�►�4 Time At 6'• ff Zb
Start Pre-soak Time @ • b Time(9"-6")
End Pre-soak !l 2 v
Rate Min./Inch
Site Suitability Assessment: Site Passed V Site Falled: 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:ISEPTICU'ERCFORM.DOC
DEEP.OBSERV*TION HOLE LOG Hole# X
Depth from Sol Horizon Soil Texture Sdil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,.Stones;Boulders.
onsistency,%Gravel)
� 7sY,Q8 �
711, IAT cz z.,-Y r
45:
]DEEP OBSERVATION HOLE LOG Hole# Z- X !,9 19
Depth from Soil Horizon Soil Texture Sol]Color Soil' Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency,%Gravel)
6 r, 7/t `�J< c VA c'SG 60 G
l 7G YvC/�1C -�Y �yCov�y t�
]DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture :3b1l Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Con i to o O
DEEP OBSERVATION HOLE LOG: Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency.
Flood Insurance Rate Man: ,
Above 500 year flood boundary No— Yes ._.
Within 500 year boundary No 1 Yes _
Within 100 year flood boundary No. ^_ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all Areas observed throughout the
area proposed for the soil absorption system? �_
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on r 9f (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required tramlDgWepse and e p 'ence escribed in�10 CMR 15.017.
Signature
/�� F Datb
Q:\SEPTIC\PERCPORM.DOC
TOWN OF BARNSTABLE .
LOCATION V �� « �� SEWAGE# L® q"d
VILLAGE I ASSESSOR'S P&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type <Ud (size)
NO. OF BEDRPP14S ,
OWNER
PERMIT DATE: COMPLIANCE DATE: L - f
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
9
13 r �
4_
63
r v
4a� �l t TOWN OF BARNSTABLE
CATION �� olARVEMI Kk SEWAGE r� �
VILLAGE ASSESSOR'S MAP & LOT, n
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY f000 !E 4( t
LEACHING FACILITY'Atype) (size) /
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER lcs (_ 12-,ea
DATE PERMIT ISSUED: � 5
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No �'�
� ____
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No.....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF -BARNSTABLE
Appliratinn for 11iijiuuul 19orks Tunutrurtiun Frrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at: ,�,,�, `...: •.
PL( r .........
Locatio Address or '3' No.
Add
................. .IA �- wn fv l�.........._............._ .......... !....1: 1`��.Y... d["r ....e/`/""/`K:f .......................
Installer Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms.__-_y3-------------------•--..--___.-----Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Otherfixtures ........................................................-------•...............--------- ----.--....--•---.---.------------*.............•-
Design Flow.......... ..................gallons per person per day. Total daily flow.....3.4_0._....._...._............gallons.
Septic Tank—Liquid capacity�� ..gallons Length----- .... Wid ...._...... Diameter......:......... Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.......I........... Diameter..../a..i...... Depth below inlet............... Total leaching area..................sq. ft.
Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed bY-----•----•..............•••••.....--•..............•.........---......... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
...........................................................••-••-•••••...........•--......•••-••.............................-•---...........................
Descriptionof Soil..........................................................................................................................................................................
.........-•------------------------------------------•--•-------••-•---•-•-•--•-----------......-----•--...--------••--....-----•------•-•---....-•------.........-•-••---------••----•...••-••-.........
-••••••-••..................••-•--••-••••-•••---•-•••--•---•-------=•••--•..:-----•--•-••--•--.....•---•-•-•--•------•--••------•••.. _......._............... ........••-•....----•-.........
Nature of Repair r Al rati n —Answer when ap licab �(� ✓`I: - ...!CK�-�aAZL:�= ...................
_ix....... �. ... � -..............
Agreement
The undersigned agrees to install the aforedescribed Tndividual Sewage Disposal System in accordance with
the provisions of iIT'L 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a-Certificate of Compliance has been issued b e h.
�c7��1�
Stgned.. ® ._... ...... _��' '.Date
••• •... •--- --...-• ...
Application Approved BY--- -- ----- •• - - -- ...-- - .. ............ ........---------...........
Date
Application Disapproved for the follouiing reasons .---•••••--••••_---•-••••-••-••-••••--•-••-•-•--•••--••••-•--••••....• ........... ........................:_
-••••-...... ..._....
ate
Permit No...... - --- ... .......•--••---------- -------------------- Issued_.......- •-D�.........-•---.......
ate
0
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF •BARNSTABLE
Appliration for Dirpoottl Works Tonlitrnr#inn "rrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
................_2 V0 . ��.l 4 ......... ..... ._..............._..........................._..........
L cat' A dress ���, or
No.(
ll�� 2�c�i .... ��1 �.�........................
...............•---...___._.�.. ............................. '..
Uwne 7--c —...Addrcss. 1. .
.............................. _i1 � ._ = __—.............. __..._:.-----._..1�, ._._..... G-..C..l........---...........................
Installer Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms..............��...........................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
Otherfixtures ------------------------------------------------------ ----------••-------•-------------------•-----------•••-------
Design Flow...................:]_._...............gallons per person per day. Total daily flow........ 32U.......................gallons.
Septic Tank—Liquid capacitylq _..gallons Length...... ......... Width...-.5...... ...... Diameter................ Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.............t....... Diameter..........C.?..._ Depth below inlet...... ........... Total leaching area..................sq. ft.
Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
-••-•--...._...__••................................................................................................
Description of Soil Y` ......_.�...-•--•-•..�. QUl '� .-•--••••` :4'f �'I� ._ 1 a _ ...........................................
.........................•-•---•-•--__-_____-___.........__.__...._--••---•.......••--•-••-•_.._......_.____.-_._._....-•---._......._..__....._..___............._...._...............__-----...........
.._-_._----•.......................r_------•--------•-------------------------------------•-•-••-----------------------------------•-_-_--------•------•-•---•----••----------•-•--•--•-••--•---•--•----
Nature of Repair Alra5yn —Answer when applicable_-_______•___...... Z._-.._._-•-•---•.........................•-____..__.....:._........_..
•-___�._. _.__-.-`•-•-•- ....... .0..G- L��-�1-1"•-•......••••-••-•--•.................................•---._...
Agreement:
The undersigned agrees to install the .aforedescribed Tndividual Sewage Disposal System in accordance with
the provisions of TITU. , 5 of the State Sanitary Code— The undersigned ft rther agrees not to place the system in
operation until a Certificate of Compliance has been he bo - t Ith.
`3
tgne ..._ . .......:......... Date
Application Approved By.. `+. .i .. . ..... f D
)6� ate
Application Disapproved for the following reasons__ ......................._..................................................................................._
..................................... ................ Date..__.........
��• /� Da e
Permit No........ ......................t/.........
Issued_........:. ._ _.. ...... -
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF. HEALTH
TO
WN of BARNSTABLE
Trrtif iratr of Tomplittnrr
THIS IS TO CERTIFY, That 1i�,e Individual Sewage Disposal System constructed or Repaired
by = ! D�1.�_- .............. .........--•----••-..(....)......._...........-•---........_
--•-
Installer r j
at............................... �'ag... -�Q✓1G i1:t!L_tl ." U.....'.......__ �va !!U'l�. s.-•-••-----•-•........_................._
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit IN _ __ ______ __ /'�__.. dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHAF T BE IV3'rRtDED AS A GUARANTEE THAT THE
SYSTEM WILL-FUNCTION SATISFACTORY.
r'" `s1.....--•---•-•--------... Inspecto �� /,-- ��T
:
DATE.....:.. ' .....-•-•
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN of BARNSTABLE
0............... FEE....?. .�..
lhflvoo�l Marko Tonotnulion "rrntit
u
Permission is hereby granted.. .Vf-l--t._._ :�_C-- ,.
to Construct ( ) or Re air (.V)�an In tvldual vt�agg )Sisp sal System ,
g t
atNo._.._...••-•---•.....----••-••�J•-•----•-14a ---_. :V4.L4...••••
strce /] -
as shown on the appli tion f r Disposal Works Construct* mi c /. _ __ Dated_.. _ : . .. .tom•.•••......
J .....
._ .
• - �•�•f� �r n bHealtl
II DATE............------ -- • -• -
41
HYANNIS
PARCEL ID:
250/50 =<v
Q
r PARCEL ID: I?
s
250/53 4 LOCUS
N
PARCEL ID: Ss9• 28
250 54 Sj o ROUE
AREA=1 329t S.F. SO F
BARN.
MIDDLE
04 „ SCHOOL
PARCEL ID:
250/38 _
°p ?8S LOCUS MAP
LOCUS INFORMATION
_ PLAN REF: 222/31
� /C _ _ 85 = TITLE REF: 24422/2
\ - - PARCEL ID: MAP 250 PAR. 54
3-BEDROOM IN STATE ZONE II, ZONING: "RC-1" "GP"
O = TOF=68.46 - _ FLOOD ZONE: "X"
TO \ COMMUNITY PANEL: 25001CO562J DATED:07/16/14
ELP6�OOPIKE / \I = _ �
/ SEPTIC SYSTEM
I / / o� _ _ �q\ REPAIR PLAN
REMOVE LOCATED AT:
PERS'nTLE 5 // 6� __ \�^ � �� 85 V A N D E R M I N T LANE
10TANK 4t,� �/ HYANNIS, MA.
� - - �
TO REMAIN O — _ - // / �.�j PREPARED FOR
Rr� �
6 ROBERTA A. REEVES
v
\\ l ` ss s 21.1' G 66— _ OCTOBER 15, 2014
L _ J C♦ \ / LZ�of MA
52. 1 �A`�N OFSe
- 66 2s� ►\ \ '~~ D t D E D WAR D yG`�
6+65 O� Hl �O /�, \ A.
S A \ \ �Z.o ���' /2� �T� \ O� JF H " STONE
N
PARCEL ID:
620E\\ ^� —� \� NAIL
250 < �
� X0 /L ITNS )
/35 unL EL=64.53 SgN17AR P 1
65 �a \�
o,
E. A . S .
SURVEY, INC.
PARCEL ID: 141 ROUTE 6A
GRAPHIC SCALE N 250/55
SALT POND BUILDING
1' 20 0 10 20 40 90 f P.O. BOX 1729
� SANDWICH, MA. 02563
( IN FEET ) BUS:(508)888-3619 CELL:(508)527-3600
1 inch = 20 ft.
SHEET .1 OF 2 J 1703
TOP OF FOUNDATION
PROFILE OF 1 LAYER OF
EL= 68.46' 4" SCHEDULE 40 P.V.C. 1/8" - 1/2"
MIN. PITCH 1/8" PER FOOT SEWAGE DISPOSAL SYSTEM DOUBLE WASHED STONE
10' MINIMUM-� (NOT TO SCALE) OR FILTER FABRIC.
EL=67.3' EL= 67.2' EXIST. EL= 67.1 I EXIST. EL= 67.1 ,
PROP. EL= 66.7 PROP. EL= 66.6 EL= 66:6
...... ..,.....
>....... .
6" MAX. 6" MAX. :; ::a s" MAX. �;..
41-ci CONIC. INVERT CLEAN SAND FILL
4" SCHEDULE 40 P.V.C. ��� ��� EL= 64.77' RISER & LEVEL EL=62.85 36 \��,� PER 310 CMR 15.255 36
(EXISTING) COVER FOR 2'
Q-
14.0' s= .01 -J EL= 63.6
EXIST. FLOW LINE ='01
INVERT t 1 4,. INVERT INVERT INVERT ° ° ° ° I� 0 ° 0 0� ° °°
EXIST. EL=63.44' MIN. EL= 63.27 EL= 63.13' 6" SUMP EL=62.96' " ° °° °° °° o
INVERT 4' GAS 24 00 0 cp I� 0 0 O C� I� CPO cp gP
BAFFLE 8" BASE COMPACTED SAND MECHANICALLY o 0 0 0 °� °`° EL=60.85
PROP. DB3 4.0' 8 5' 4.0'
DISTRIBUTION TYP.
EX
ISTING Box 3/4" TO 1-1/2" ( ) 25' �. o
1 ,000 GALLON TANK DOUBLE WASHED STONE 2-500 GAL. (H-10) DRY WELLS (5"' X 8'-6" X 2'-9") 0 elf
(TO REMAIN) SOIL ABSORBTION (TRENCH FORMATION) "
SYSTEM (S.A.S.) 13' X 25' 0
GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY ITHE DEPARTMENT OF BOTTOM OF TEST HOLE #1 ELEV.= 55.5'
ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT (NO GROUND WATER)
SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTI;TY THAT THE RESULTS OF MY DESIGN DATA:
FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM,
E' 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE ARE ACCU E AND IN ACCORDANCE ITH 310 CMR. 15.100 THROUGH 15.107.
ACCESSIBLE WITHIN 6' OF FINISH GRADE, WITH ANY REMAINING I
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. NUMBER OF BEDROOMS......... 3-
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE GARBAGE DISPOSAL............ NO
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE ED A. STONE, PLS, CERTIFIED SOIL EVALUATOR TOTAL ESTIMATED FLOW
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY
MUST WITHSTAND H-20 LOADING. (110 GAL./BR./DAY X 2 BR.) -_330 --
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION TEST PIT RESULTS : P #14482 330GPD X 200% = 660 GAL
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. USE EXISTING 1000 GAL. SEPTIC TANK
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. SOIL TEST DATE: SEPT. 10; 2014 INSTALL: 2-500 GAL, DRY WELLS (W/4' CRUSHED STONE
6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE B.O.H. AGENT: DONNA MIORANDI
OVER THE . . .
S.A.S. AND DISTRIBUTION BOX. ON THE SIDES, 4' ON THE ENDS) AND BACKFILL
7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF SOIL EVALUATOR: EDWARD A. STONE, PLS WITH CLEAN SAND FILL PER 310 CMR 15.255
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND BACKHOE: FISHER EXCAV. SOIL CLASSIFICATION................
LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES.
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN TH#1 EL 67.0 DESIGN PERCOLATION RATE..... <2 MINdIN.
.-
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT -
EFFLUENT LOADING RATE.........__74___
ELEVATION of THE OUTLET PIPE. ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER REQUIRED LEACHING CAPACITY.....330 GA f DAY
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. -- -
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS 65.5 0"-18" FILL LEACHING CAPACITY PROVIDED.....352_GA/DAY
BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 65.3 18"-20" A LOAMY SAND 10YR5/2 N/A SIDEWALL: //13' + 25' x2x 2 SIDES 74 - 112 GAL DAY
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND l ) ( )( )- /
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 64.5 20"-30" B LOAMY SAND 7.5YR6/8 N/a..
BE LEVEL. 61.0 30"-72" Cl MED. FINE SAND 1OYR6/6 N BOTTOM: (13' x 25')(.74)- 240 GAL/DAY
/A
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TOTAL= 352 GAL/DAY
TO E.A.S. SURVEY, INC. FOR B.O.H. AND DESIGN 55.5 72"-138" C2 COARSE SAND 2.5Y7/6 N/A
ENGINEERS REVIEW AND APPROVAL. NO GROUNDWATER ENCOUNTERED NO MOTTLES 352 GPD PROVIDED - 330 GPD REQUIRED = 22 GPD RESERVE
t, 13. PROPOSED SEPTIC SYSTEM IS NOT WITHIN STATE APPROVED ZONE 11 „
TH#2 EL.= 66.9 PERC RATE <2MPf BOTTOM AT 64
NtH OF 64A R,,
,n CONSTRUCTION NOTES: ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER �, uq% �5�0� ss SEPTIC SYSTEM DETAIL PAGE
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 65.4 0"-18" FILL 1 c` DAVI 5�`Rs o�� EDWARD9cyG
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING - s� #85 VANDERMINT LANE
WORK ON THE SITE. 65.1 18"-22" A LOAMY SAND 10YR5/2 N/A LAN STAN 4 HYANNIS, MA.
cn
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 63.9 22"-36" B LOAMY SAND 7.5YR6/8 N/A 0. 11
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 1pF �� o °' 9 OCTOBER 15, 2014
60.6 36"-76" Cl MED. FINE SAND 10YR6/6 N/A ciS-T
IS TO OBTAIN SUCH. DETERMINATION FROM APPROPRIATE AUTHORITY. R
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING 56.4 76"-126" C2 COARSE SAND 2.5Y7/6 N/A SAN AR�� S �asJ
TAPE OR A COMPARABLE MEANS. NO GROUNDWATER ENCOUNTERED NO MOTTLES SHEET 2 OF 2 J# 1703
i