HomeMy WebLinkAbout0040 FOREST GLEN ROAD - Health 40 FOREST GLEN ROAD
Hyannis
A= 290 - 115
x 7
jTOWN OF BARNSTABLE
LOCATION % fV✓W 5f P-61/1. SEWAGE#2a P-ye 0 �
VILLAGE ASSESSOR'S MAP&PARCEL 0
INSTALLER'S NAME&PHONE NO. Dj� kj& tY L y/�U
SEPTIC TANK CAPACITY ��d jjD� 7AL p�D2lri
LEACHING FACUTY:(type) ;5e &�L, e (size)
NO.OF BEDROOMS
OWNER,
PERMIT DATE: COMPLIANCE DATE: a-. 2-o
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �'d 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
A 300 feet of leaching f ''ty) +� Feet
FURNISHED BY .�.{.t 0
AL- yl-
Ay-
83-7,9 ti
2�
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for Misposal 6pstem Construction Permit
Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) [Complete System ❑Individual Components
Location Address or Lot No..1�-b 47o.2.s1 C,(Pvn>CAµ;S Owner's Name,Address,and Tel.N4�oo.. �p �N �68-J432 3?�.
Assessor's Map/Parcel algo AL Av l Styi fl ozz b
Installer's Name Address,and Tel.No. D si er's Name Address,and Tel.No. �g t.� ` G'
gj�
Type of Building: L d
Dwelling No.of Bedrooms iD-kaj
re- 'Lot Size ��` sq.ft. Garbage Grinder( ) IVA �jt�/�1�,
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) �ry �q gpd Design flow provided 3Z gpd
Plan Date T 7�� Number of sheets Revision Date
Title 7 IT
r F e: SrrF— i?LA j 77
Size of Septic Tank ;2 G t)0 Ck6t I B Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) cbm 4A i k. ,0 LC 4--r-,?ilcC,
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 Boar Hea
Si Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No, Date Issued
t
t
V r O Xv i 1 �.'r. -
' SD.No. � 11;;: .� >_-.,�,� f y.�� .Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BAf�N`STABLE, MASSACHUSETTS
ltJYlcatl0n for i810,8 III CDnBtCUtttDTC permit
Application for a Permit to Construct Re air Upgrade Abandon � nn le - stem Individual Components
PP (� P ( ) PPS' (" ) � �• L�l, � P � ❑ P
Location Address or Lot No. 46'.Gp,P s7! ( gin yt r Owner's Name,Addres ,,•and Tel.No. 568-lti��2 j 726
1`�� ° den n�� �`�To r�Rs t A,N
Assessor's Map/Parcel _4CQnt A. 1;Z 60/
Installer's Name,Address,and Tel. o. Designer's.Name,Address, d
k'r¢G,r- CT -e_- /SeffEllsS C' /.AIU7.
251a--e> !✓ , Tm oa67S
Type of Building:
ATf.t�t
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(' ).N/A OV am)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) N9 f 16d Design flow provided gpd
Plan Date $ Z7// Number of sheets / Revision Date
Title
Size of Septic Tank Q pip &6k fig/ Type of S.A.S. /5-,,- d
r
Description of Soil 1 CA
Nature of Repairs-or Alterations(Answer when applicable). L c
i
? Date last inspected —¢
�n Agreement:
The undersigned agrees to ensure the construction and map of thptatfore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental.(?ode a�'d'of to placeathe system in operation until a Certificate of l
Compliance has been issued by this Boarfd f He t
Signed Date 1 T A C5
Application Approved by Date
Application Disapproved by ( � _ Date
F=
for the following reasons
y Permit No. 1 A Date Issued I -
-------------------------------'-------------------------------------------------------------------------------------------------------
J THE COMMONWEALTH OF MASSACHUSETTS
v�k �� ox �Q Id ` BARNSTABLE,MASSACHUSETTS
Certificate of Compliance.'
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed OO Repaired( ) Upgraded( )
Abandoned( )by i).9nj P 121i/1 EXr�6-.i14^jd
at la f O C`9 /D u� fn deg' nn�S has been constructed in acco dance
r- - �.G.
with the provisions of Title 5 and the for Disposal System Construction Permit No. A '1167 dated
L Installer 0 Q ��I (� y Designer bill, u,, C414o &Wei
#bedrooms ! Approved design flow �b gpd
The issuance of this permiti all not be construed as a guarantee that the syste wi n�`�as de 'gned.
Date �)� Z Inspecto3s
- - - --- - - - - -- - - --------------------
No. -_
�...._... Y -a O�c� _ .�.. . _ _ . ._ _ � Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstetn Construction 3pPrmit
Permission is hereby granted to Construct()6 Repair( ) Upgrade( ) Abandon( )
System located at 14() (�i)i 49 K I tr I P n It t� I.LAA <
r
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.
r-
Provided:Construction must be c leted within three years of the date of this permit.
Date o� Approved b -
PP Y
i
Town of Barnstable
"�' ,: Regulatory Services
Thomas F. Geiler,Director
MAM Public Health Division
r$8n Thomas McKean,Director
200 Main street,Hyannis,MA 02601
Office: 50$-852-4644 Fax: 508-790-6304
Installer&Designer.Certifieation Form
i
Date: 4 Sewage Permit# 0 j 9—. q69 Assessor's MaOParcel q o;
Designer: ! Inst ller:' V&H`'r E X 6A t)l�1 10 J .
Address: E P T>1,C S iE k..V t L e 5 1 W 4lAnnom 1bV+.jMA 0*15 5 A-0 w icji__mA lo,2_54 3
�'� �"�''�: �tl� Add ess: ;
On $ �� PEIT l_L..l was issued a permit to install a
(datc� _ installer
septic system at 43 [ based on a design drawn by
dd {address)
Wit A. M a l , PF dated
(de
V 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. s
l 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.
woo 4
DAME y !'
y
� t3.�At„A ..1q
(Installers Signature)
46502
YY 777
¢ �� F
i
(Designer's Signature} (Affix Designer's Stamp Here)
PLEASE RETURN TO I3ARNST LE_ PUBLIC HEALTH DIVISION. CERTIFICATE OF
COMPLIANCE WILL NOT 'BE,ISSUED UNTIL BOTH HITS FORM AND A&*8U7LT_CARD.ARE
RECEIVED RYTRF.WMTABLE I'UkiLIC HEALTH DIVISION, THANK YOU.
i
Q:Health/Septic/De4gaer Certification Form 3-26-04.tioe
i
E
f - Town of19arnstAle
Depar.,tment of l3eafth afety,antYTnu wimenta!Services
b11C�£a�>{�1�lY1SiOY6 Date
367 Maio`Street Hya.,a MA i126o1'
assn .� Cime— Fee Pd.
4q . Date Scheduledit
Sl,Sictabilz Assessentfar. os
Performcd.By: � {G 1 Witnessed13y::
i"--') a a• A r� a x .rs.�!
-�,,F„J.¢ 'S,, .F �•.33'., atzA �,S�rdo.F �6F:a'ti.`.9.a��3•.
a cation
Aadd rr.,- �
O Nao p
A.rt Address
tj
r
Engitieg's Name:
Tale one S i j 's5t -
NEW CONSTRUCTION REPAIR ph
Land Use — Slopes(°!o) `s r Surface Stones..
Well
-Distancesfrom.' Open.�YaterBody�_,it 'PassibEe Wet'Arca�)d i< Drinking Via,.Well
ff PropertyLine R Other ft
Drainage Way
,S ,'fit' CH.{Street name,dimensiotes of{ot exact loeetions of test holes:�perc tests:lobate wetlagds in prowmity to holes}
Jo y
l3_ DepW to Bedrock ZC,0-
1
Parent mateiial'(geotogic) t�
Depthto.Groundwater.Standing Water,inHole: lrJ WeepingfiomlPAFace
Estimated Seasonal High'Ooandwater__
Method Used:_ �s�..�c-) �`iu: Depth.tosod mottles --- in.
Depth Obseivedstandtngmobs hole: OroandivaterAdjusmtent k
Die th to weeping&orn side of obs.hole:. """"- .l.�t 1
:index Wells��.�''Aeading Date: .-;� Index tVell level�"'. ,Ad}:'(aIXor _r,dj.Groundvrater level
Observation Timeat4";
Holed' ..
Time at 6"d
Depth of Pere
Start Pre-soak Time Q y L=s✓—4 Time,{9"-6
L �
End Pre-soak ,... JV
Site'Suitability Assessment: Site Passed Site Eailed sx, Additional TostiigNeeded(Y" _
Original:Public Rcalth,Dlvisionl observation Hole Data T013e completed on'T3ack
Copy: Applicant
f
: p� 6%: r: `SG'. .:....v..i..:...::'pia:.
± x;:aF'w �Other
:ism:.x.w.x.::"w;::,t<•:rtaw'.x:':a. � ......0 .a:'.,...:n
Depth from Soil Horizon S(USDx), (Mlunselrx'.�.`F ~"�'M Mottling (Structure,Stones,Boulderes.
:Surface(m.) (USDA). (h'L. ns nay/firavell
�'<,.%s.,.....:.�' nd;wm:cnnco.,.as:o...:azax::.o; s ry,../,,a:, ,.,,.x. .c.:at 6e.,,..r•„a.
Mottling (Structure,Stones,Boulderes.Color Soit Soil Other
Depth from Soil Horizon Sod Texturo '
;Surface(in.)' (USDA) (Mansell)
. n
Z 'fG`� S ' t K
..' ,:.:'i'. ,'.. ^..i'{.: >;✓pC;,: '\Yi "f�:::$:.:i, nSt[:.9'';.` '`'?)?.2aA�
:r:*Y: z:>x• ..a.^'Other
D Soil Horizon Soil Texture Sod Color Soil
' epth from (USDA) (Murin1l) Mottling (Structure:Stones,Boulderes.
Surface(in.) o i n el
_ Z-S lC'/Pi
tG-d
k
. .�.W
Depthfro of.•.•.:fi,.�:;> .:r:.:... c:y'. : other
..
Depth from Soil 1'lorizon S(USDA)re (Munsoill oell) Motuing �(Stru re,Stones,Boulderes.
Soiface(in.) n i e e
0) /S t 1f-ir
k
'
7—
FI'ood instrra�rrce RaCe�Mao; •
Above500 year tlood-boundary No_ YessS
Within-500_yearboundary No 4 Yes._ -
Wiihin,lo0yeaifib-6daibuodary No"y— .'Yes'_
Depth oI Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pery o 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 '(date)I have passed the soil evaluator examination approved by the
Departmetit of-Erivironmental Protecfion_and.thatthe above analysis was:performedby:me consistent.with
the required training,expertise and experience described in 310 CN%15.017.
Date
Signature
Doc:1s360s718 12-12-2018 3:29
BARNSTABLE LAND COURT REGISTRY
MAk
NOW,THEREFORE, Tau S• does hereby place the
(owners name)
following restriction on his above-referenced land in accordance with his
agreement with the Town of Barnstable Board of Health,which restriction shall
(4 run with the land and be binding upon all successors in title. 10 eA 0 2_60
70 �pz e_s &i'erl j( n(,A D � Y may have constructed
� (address)
upon the lot a house containing no more than bedrooms.
V r'A0 Lr S-R. M A k agrees that this shall be permanent deed
` (owner's ame)
restriction affecting located on MA, and
being shown on the plan recorded in Plan Book , Paged
Or on Land Court.Plan R
For title of see the following deed: Book , Page
Or Land Court Certificate of Title Number C 6'7
Y
Executed a a seal instrument day of
Owner' signature
Owner's signature
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
ss
2or
Then personally appeared the above-named
known to me to be the person who executed the foregoing Instrument and
acknowledged
the same to be free act and deed, before me,
Notary
Public
t
My commission expires:
(date)
This is the exhibit marked referred to in the I
Declaration of p�j,Li"No
N
declared before me on t 2018
L ui-1 g
Commissioner fo Oaths
DECLARATION
1,... p , .........
=u � k.... ....... ,
of !u.__/Y!.K.ex_.....f{ J.F,�.I. �I.---O.;.......--hfve-... .. -..-C7...................
solemnly and sincerely declare that
#'Z
' dTioiv
4euMjC—N�-S �
�4
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v
And I make this solemn declaration conscientiously believing the same to be true and by virtue of the Oaths and
r Declarations Ordinance.
Declared at
ISLANDS DISTRICT OFFICE
.......•------------------------------------
•�_t r
in the HKSAR this day of......1`t..11U�--.01-1...........20.... ........
(1V1&rQ1'Szh
of ......------•-•••.......... ............................. ..........................
the said interpreter having been also first sworn/affirmed* that he/she*
had truly,distinctly and au rpreted the contents of this document to the
declarant, a re she* would truly and faithfully interpret the declaration
a ✓ signature larant)
kefore me, - 4?
� q�F^/9S OEQPQ�
... ------
Cio fIrahs
✓ ✓
l� ° ..............
--,so] my and
sincerely declare/make oath and say/do solemnly,sincerely and truly a trm*that
I well understand the official language in which this document is written
and.............................................................language and that I have truly,
distinctly and audibly interpreted the contents of this document to the
declarant ............................-------------_.................. and that I will truly an
faithfully interpret the declaration about to be administered to him/he *.
Dec lared/SwonVAffirmed* at.--•....................•-••......--••....
in the HKSAR this.................day of...................... --------20............. (signature of interpreter)
BARNSTABLE COUNTY
REGISTRY OF DEEDS
Before me, A TRUE COPY,ATTEST
---------- ............. JOHN F,MEADE,REGISTER
#...#Please delete the relevant paragraphs if no interpreter is involved BARNSTABLE REGISTRY OF DEEDS
*Please delete where appropriate HAD 5(S)Rcv.812018 lDhll F. Meade, Register
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BUILDER TO CONFIRM ALL
'� \\J�JJJ CONDITIONS F
to AND DIMEN51ON5 ON SITE V
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Date:
8-14-18
Revisions:
8-24-18
9-4-18
9-4-1Ba
FRONT ELEVATION scale: 1/4=1-0
BUILDER TO CONFIRM ALL
CONDITION5
AND DIMEN51ON5 ON SITE V
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• - Date:
8-14-18
Revisions:
8-24-1B
9.4-18
9-4-18a
LEFT SIDE ELEVATION scale: 1/4=1-0
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f.Np S.AtD 40 Forest Glen Road 26'X 34' BETSY®BET5YLAUCaHTON.GOM
Orleans MA
Hyannis,Massachusetts Custom Gape 505-212.504
• 411 02601
BUILDER TO CONFIRM ALL
CONDITIONS i
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Date:
8-14-18
• Revisions:
8-24-18
9-4-18
RIGHT SIDE ELEVATION scale: 1/4=1-0 9-4-18a
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BUILDER TO CONFIRM ALL
CONDITIONS fo
AND DIMENSIONS ON 51TE 3
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34' �Lry
DORMER 7 W p'p
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ATTIC AGGE55 ATTIC AGGE55 Date:
8-14-15
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Revisions:
8.24-15
9-4-18
9-4-18a
j
34'
SECOND FLOOR PLAN scale: 1/4=1-0
f RIDGE VENT BUILDER TO CONFIRM ALL
_ _ _ _ _2X12RIDGE - CONDITIONS
— — _ _ 0
AND DIMENSIONS ON SITE v
12:12 PITCH _ O
4:12 PITCH--> -
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OR CLAPBD SIDING(FRONT)OVER —► 2X70 JOISTS 56 Or,
WIND INFILTRATION BARRIER R-301N5UL
9'-0"HT X 10"GONG
RAIL MIN,36-ABOVE DECK SURFACE FND WALL ON 16"X 10" 4
DEEP CONT GONG FTGS 3
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OF WALL AND 2#5 REINF RODS IN -2xb PT PLATE CRAWL SPADE _
RwIL MIN,96"ABOVE 05GK BVRPAG°.•�---,
v. FOOTINGS DUST CAP 13
— ------_T- —_
�— — — — -. 8"POURED CONC FND � 2xB PT LEDGER v.Ii« Y'X 2"PT I t -• AXA PT POST _
WALL ON 16"X B"DEEP 3 112"DIA LRLLYS ON .LEDGER LOCKTO euusreas® Date:
CONT CONC FOOTINGS 30'X 30"X 12"DEEP t HOUSE FRWE 5"oc
48"9ELOW GRADE POURED CONC FT65 GALV J015T H•NGeR eACH 8-14-18
12"DIA SONOTUBE Q 212XIO Revisions:
45"BELOW GRADE ;, PERIMETER 8-24-15
JOIST9
9-4-15
2x1Os®+6oc <I 9-4-18a
SECTION SGaIe�/�=1 O 3l3'GALV STEEL LAS BOLTS STAGGERED
BwC«eAY 2.2 x 10 PT BEAM .-+--•^--+r-+-_
GALV POST TO SM CONNECTOR .HURRICANE CLIP
6 X 6 PT P05T:--..- ACH J015T
GALV POST 9A5E
• - i2"01AS0NOTUSE @46 ,.
5ELOW GRADE
1 f2`X i�!.90LT 1
DECK DETAIL Beale v4"-t'-0" /�
LEGEND NOTES
�o o�
99 EXISTING CONTOUR SYSTEM PROFILE 1. DATUM IS NAVD 88 s N
-- _ '
o 0
`
X 99 XI TIN
t EXIST. SPOT ELEV. (NOT TO SCALE) MARK CORNERS OF 2. MUNICIPAL WATER IS o�
PROVIDE MIN. 20" DIAM. WATERTIGHT i
LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO �
-[99]- PROPOSED CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
\ TOP FOUND. EL. 25.5' GRADE FILT2% SLOPE \ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
�9g 4] PROPOSED SPOT EL. , \
TH1 25 0 MINIMUM .75' OF COVER OVER PRECAST TOP E25.12RIC TO BE AASHO H-1Q Hyo. Eo {� et
25.9 FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. 5. PIPE JOINTS TO BE MADE WATERTIGHT. b Elem. Sch. St.
TEST HOLE PRECAST H-10 4"OSCH40 PVC I yens or h St
YYY RISERS (TYP.) 6" MIN. SUMP {B N �pn
..4. 2'0 24 2' �2" MIN. INT. DIM. PIPES LEVEL 1ST 2' CLEAN FILL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
SLOPE OF GROUND 310 CMR 15.000 (TITLE 5.) Mitchells
UTILITY POLE 2000 GAL EE +"PERFORATED PVC 3' O.C. S=0.005 0 � Cl_ 5t S{
*23.5' " 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT , � pin u{h
10 SEPTIC TANK/ :' 0 TO BE USED FOR LOT LINE STAKING OR ANY OTHER SG
23.10' TEE PUMP CHAMBER °o WATERTEHT D'BOX 3/4"-1-1/2" DOUBLE WASHED C
FIRE HYDRANT
000000000000 8" STONE LEACHING FIELD 6"DEPTH MIN BELOW INV. PURPOSE. �j
ti o COMBINATION O00^0 O O- FOR LEVELNESS o West Main St. Main o�
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING > > 77' LEVEL BOTTOM o 24.60
SLAB 21.1' SEE DETAIL BELOW 24.97 24.8 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. e
GU O
` ;;•,.r.:.r- 30.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Pie
o°o 0 0 0 0 0 0`0•0•o 0 0•o�o oyo,o'o o o oL, WITHOUT INSPECTION BY BOARD OF HEALTH AND
0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°000 ,
°o°,0°o4�°n°n9�9o°0°0°0°0°°°0°�4�°�4o°n°0°o°• 24.1 PERMISSION OBTAINED FROM BOARD OF HEALTH.
6" CRUSHED STONE OR MECHANICAL 5 0' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
�- COMPACTION. (15.221 [2]) DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
SYSTEM DESIGN. LOCATION OF UNDERGROUND & OVERHEAD UTILITIES
ADJUSTED GROUNDWATER 19.1' PRIOR TO COMMENCEMENT OF WORK.
( 2.5% SLOPE) ( 1 % SLOPE) SCALE 1"=2000't
GARBAGE DISPOSER IS NOT ALLOWED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
FOUNDATION- 14' SEPTIC TANK 10' D' BOX 5' LEACHING, REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 290 PARCEL 115
DESIGN FLOW: 1 BEDROOMS @ 110 GPD = 110 GPD FACILITY LEACHING FACILITY.
USE A 110 GPD DESIGN FLOW *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL SITE IS LOCATED WITHIN ZONE 11
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS ONE BEDROOM DEED RESTRICTION REQUIRED
SEPTIC TANK: 110 GPD (2) = 220 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
USE A 2000 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
LEACHING:
110 GPD / (.74) = 149 SF REQUIRED
15' X 30' = 450 SF OK BUOYANCY CALC:
450 SF X .74 = 333 GPD OK 2000 H-10 TANK WEIGHT: 20,125 LBS
\ ( ZONING SUMMARY
USE A 15' X 30' PIPE AND STONE LEACHING FIELD 10.83 x 5.67 x 0.6 x 62.4 = 2,299 UP (OK) \
�( ZONING DISTRICT: RB DISTRICT
' MIN. LOT SIZE 43,560 S.F.
N MIN. LOT FRONTAGE 20'
MIN. LOT WIDTH 100'
MA MIN. FRONT SETBACK 20'
APPROVED DATE BOARD OF HEALTH ' N MIN. SIDE SETBACK 10'
MIN. REAR SETBACK 10'
57�.4 MAX. BUILDING HEIGHT 30'
23 THII SITE IS LOCATED WITHIN THE WELLHEAD
C
ACCESS FOR ROUTINE MAINTENANCE COVERS
.CAST IRONERS TO GRADE 22 TH2 PROTECTION OVERLAY DISTRICT
MUST BE PROVIDED FOR ZABEL FILTER. COV ti�
INSTALLER MUST FOLLOW ALL J 2�
PROVIDE QUICK DISCONNECT FOR PUMP /
MANUFACTURERS SPECIFICATIONS FOR o _
PROPER FILTER INSTALLATION �� I �0 21
ALARM AND CONTROL PANEL r
TO BE INSTALLED INSIDE Sri���ri .��';%�ri� ��r���r��r��ir''
�� L� lili;r
BUILDING. ALARM TO BE ON INV. IN 23.1'
SEPARATE CIRCUIT FROM PUMP NO LOW POINTS N3,
BENCHMARK:
2" PRESSURE LINE --"_ o
ZABEL FILTER LOT 32 NAIL TO BE SET
(Al QO) 19" TEE SLOPE TO DRAIN BACK
IN TREE 25.5 �f
FLOAT SWITCH ALARM ON OUTLET TEE W EXTENSION 19,144 S.F. _
SETTINGS: / 0.25" WEEP HOLES 0.44 AC. �/ /
PUMP ON MIN. 1500 GAL. CHECK VALVE /
5" WORKING RANGE , Fi THIS SIDE MYERS SRM 4
5" OF BAFFLE SUBMERSIBLE 4/10 HP PUMP �� r 22
PUMP OFF 12" SYSTEM (OR EQUAL) d /
000 0 00000 000 0 / N p�j
000 000 0000 0 00 0000
2000 GAL, SEPTIC TANK/ s" BAFFLE �, CO
PUMP CHAMBER COMBINATION
(NOT TO SCALE) Lp W.
T 2�
TES HOLE LOGS N TH4
N rn DC PROPOSED W /
r^ DWELLING H3 W
ENGINEER. CRAIG J. FERRARI, SE #13871 2, TOF = 25.5 W
3 M SLAB = 21.1 � / ti
WITNESS: DAVID W. STANTON RS N /
DATE: 8/18/2016
S•p /
PERC. RATE _ < 2 MIN/INCH / 0
.a N
CLASS I SOILS P# 15122
o
25.9 / ) TITLE 5 SITE PLAN
ELEV. ELEV. ELEV. __--EL-EV. \ � �o
0" 4 0>, `�% „ 23'4 o Q 22.5' \ 2� / /
21 \ / / OF
21 .5' 215, 0
A A A A \ t� \ o /
2� -TFO F s E
LS LS LS LS �2 'S� / / N R 41f I'D A D
10YR 3/2 10YR 3/2 „ 10YR 3/3 „ 110YR 3/3 ti' o
9 tt
12 10 9 /
22MA A
N8r30'10$1 N �
Q) HYANNIS
B B B B 710.00' / // 28
FLS FLS LS LS 5 REMOVAL OF UNSUI ABLE SOIL REQUIREI PROVIDE 121 OF 40 MIL LI ER AT 5
D PERIMETER LEACHING FACILITY, OFF SAS IN SHOWN. TOP AT PREPARED FOR
OWN T10YR 5/6 10YR 5/6 1OYR 5/4 1y0YR 5/4 WITH �qLEANUMEDLE ND,OIL LAYER.TO EPLACE ELEV. 25.2' B OM AT L. 21.2't /�27 19'2 28 19.2 7 21 .6 24 20.5 SPECITION OF 310 CMR 15.255(3) KEN TOMASIAN)k /
PERC C C PERC C C / DATE: AUGUST 27, 2018
REV: NOVEMBER 6, 2018 (GRADING, TANK SIZE)
M/CS M/CS M/CS M/CS
Scale: 1"= 20'
1OYR 7/4 1OYR 7/4 1OYR 7/4 10YR 7/4
i 0 10 20 30 40 50 FEET
108" 12.5' 108" 12.5' ' " ' -- off 508-362-4541
120 13 120 12.5
o�ya��ZN OFMgss �N OFMgs qcy fax 508-362-9880
I� DANIEL A. DANIEL �N downcape.com
GROUNDWATER ENCOUNTERED AT 54 EL. 17 GROUNDWATER ENCOUNTERED AT 60 io oJALA A.
CIVIL OJALA 470Wl1 cope eng1#eefiag, Inc.
G-W ADJ. DATA: No.46502 q No,40980
WELL: A1W-230 �� ? o��, ��of � civil engineers
ZONE: D C S/ONAL EN qNo , land Surveyors
ADJ: 2.1
�` y 939 Main Street ( Rte 6A)
AUGUST 2016 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
DCE # >8-303
18-303