HomeMy WebLinkAbout0286 TOBEY WAY - Health 286 TobeyWay ,
247-246 Hyannis'
b p- TOWN OF BARNSTABLE J'4/ - �L Y&
LOCATION� TOb R4 IAIA 4&44,� A ri SEWAGE # '6 9
VILLAGE ASSESSOR'S MAP&(00 —M-19A
INSTALLER'S N &PHONE NO. 641 t 4C'!'.(lA f-
SEPTIC TANK CAPACITY
T .ACHING FACILITY: (type) 111o(7A44/e-S (size) �?7,)( /� y/
NO.OF BEDROOMS 1
BUILDER OR OWNER
PERMITDATE: (-a c -9 b 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
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THE dOMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01pprtcation for Migozar *pmem Con?Complete
cttott permit
Ap ' ation fo a Permit to Construe( )Repair( )Upgrade( )Abandon( ) System ❑Individual Components
Location Address or Lot No. ��uu / /� //�� Owners—N me,Ad es5,and Tel.No.S� '
Assessor's Map/Parcel _, /w /�� (ifNiJ lO �/v (/3YZc• rh�� 0 /7�/�hs� Uc J/
Instal Ydd s,and Tel.No. D si .er' ame,Address anNo.
`! S 7 7 15�1 may. ,
Type of Building:
Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder(/—OP—
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow lk3 gallons per day. Calculated daily flow gallons.
Plan Date I51C. Number l!offs�sheets Revision gate A21/�i�
Title Swh o)i., -//
Size of Septic Tank Tye 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 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 Certifi-
cate of Compliance has been is e b is Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. 96 C114 Date Issued 4.2—/�
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No. s ~' n Fee
i TFi COMMiONWEALTH OF MASSACHUSETTS . -'-'Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0(pprication for Mi000l &pgtemA C/.5tr ctton-Vermit
Ap ation fo a Pe t to Cons cat,( Repair( )Upgrade( )Abandon�) Complete System Individual Components
Location Address or Lot No. Owner's N me,AdIresn d Tel.No. Sv.
Assessor's Map/Parcel&�,�w
Inst e d s,and Tel.No. — /P47
er'�Name,AddreesslJan�T�L No.73
Type of Building:
Dwelling No.of Bedrooms Lot Size a?1 sq.ft. Garbage Grinder(J t
Other Type of Building No.of Persons Showers( )-"Cafeteria( )
Other Fixtures _ f
Design Flow 330 gallons per day. Calculated daily flow gallons.
Plan Date ' SSG, Number of sheets Revision ate -/;tS& �� m
i
Title i (4 t i 76139 C/' L 41-6.G-
Size of Septic Tank ���ip Ty e of S.A.S.
ADescription of Soil CC. !/�
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1
i
Nature of Repairs or Alterations(Answer when applicable)
. i
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
R in accordance with the provisions of Title 5 of the Environmental Code and not to place the`system in operation until a Certifi r
cate of Compliance has been is e. b is Board of Health.
r
Signed Date //2l
Application Approved by tG. Date
el
Application Disapproved for the following reasons
Permit No. 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( )b
at o2 U IJ-�? - has been constructed in accordance
with the provisions of Title 5 and the for ISisposal System Construction Permit No. to- G yf dated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date -7 Inspector
E
———————————-——————————— —————— ——— _
� No. 96 '6 `/T Fee AGU
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
'igpoga[ *pgtem Congtructton Permit
Permission is hereby granted to Constru//ct��(!C)Re air( )Up rade( )Abandon( )
System located at ��Ls t1 d?p V&J e`/'
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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 be completed within three years of the date of this permit.
Date: rh 11 - lv Approved by ` .
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ADDITONS TO: MARK R. MARINACCIO, ARCHITECT'
rn 8 J
286 TOBY WAY '
Z ARCHITECT PLANNER CONSULTANT
WML
o S HYANNIS, MASSACHUSETTS
••AA mm 19 SdNISET dRd.E,SANDM1d1,MA 02563.508 420 0822
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I Z N Z 286 TOBY WAY
ARCHITECT PLANNER CONSULTANT
o N $W HYANNIS, MASSACHUSE7S
19 SCONSET gRgF, SAHDXiCH. MA 02593 508 420 0822
W h S ATURE
1 2 DIVISION 3-CONCRETE Framing-of National Forest Products Association(N.F.PA). Do not splice 32"ox and PL 400 glue. Locate one row near top edge and other near bottom
structural members between supports. edge. Locate end'pints in members over supports;for continuous members.
Ce a OT Lop st Strength Recommended: stagger ends at quarter points between supports.
1 M Tvce of ConsWction Rewired m PSI Slump Anchor and nail as strown,and as required by the Massachusetts State
Footngs 3,000 3 Budding Code Provide wood Posts of the sizes shown. Provide metal anchoring and
Foundation Walls 3.000 4 attachment devices as shown.. c
Slabon-Grade 3.000 2 Firesto concealed spaces of wood framed walls and partitions at each floor
Miscellaneous Concrete 3.000 4 level and at the ceding line of the top story-.Where frestops are not Board Sheathing and Sub flooring: Install boards with end joints staggered
automatically provided by the framing system used,use closely-fitted wood over supports,and with each piece extending over at least 2 spaces between �+
y
Finish:Provide a smooth finish for all exposed-towiew surfaces. Remove fins blocks of nominal 2"thick lumber of the same width as framing members. supports.Nail with 8d common nails,spaced 2 per support for board widths of
and projections and patch defective areas with cement grout. Consolidate 6'and less,3 per support for widths of 8"and more. N
concrete surfaces by hand troweling,free of trowel marks,uniform in texture Stud framing' H C4
and appearance,and level. G U Z Go
General: Provide stud framing of size and spacing indicated.Arrange studs so Cover sheathing with building paper,lapped and nailed with roofing nails. �ij Q O
D that wide face of stud is perpendicular to direction of wall or partition and
h G I N
• Pitch floor slabs 118"per foot towards garage doors. narrow face is parallel.Provide single bottom plate and double top plates using FINISH CARPENTRY
• Saw cut control joints in concrete slabs between column supports,and 2'thick members with widths equaling that of studs;except single top plate may
column supports and concrete walls. be used for non-load-bearing partitions. Nail or anchor plates to supporting Exterior running and standing trim,soffits and panels: a O o
• Provide a minimum of 4'concrete rise between garage stabs&house construction. U in
floor. • Standing and Running Trim:Match existing for all items. U •n
• For exterior walls provide 2"x 4'wood studs spaced 16"o.c. U 40
Forming and Placing Concrete:Formwork:Construct so that concrete For interior partitions and walk provide 2'x 4"wood studs spaced DIVISION 7-THERMAL AND(MOISTURE PROTECTION 2 ? N
members and structures are of correct size,shape,alignment elevation and 18'o.c. Kraf Faced Minaret Fiber Blanket/Ban Insulation: Cathedral Ceilings: 8"R28 K Z o
position,complying with ACI 347. Fonts shall be free from defects. bait, Flat Ceilings: 10*R30 ban,4"walk:3 1/2"R15 bait d
Construct comers and intersections with not less than 3 studs.Provide
• Footing forms shall be placed on undisturbed soil,or mechanically miscellaneous blocking and framing as shown and as required for support of Installation: Comply with insulation manufacturer's Instructions for installation of x
compacted sub-grade prior to placing concrete.Install footings on clean facing materials,fixtures,specialty Items and trim_ insulation.Provide and Install Styrofoam baffles between rafters in cathedral U U
granular material free from top soil.sub-soil.and clays. ceilings.
• Stabs: Install concrete slabs on 6'compacted gravel.All installed gravel Provide continuous horizontal blocking row at mid-height of single-story z
fill shall be compacted in 8 inch lifts max. Compact gravel to 95% partitions over V high and at midpoint of muki-story partitions,using 2'thick • Install batt insulation in all exterior walk y
compaction. members of same width as wall or partitions. • Install baft insulation in all walk separating heated and unheated spaces
• Joints:Provide construction,isolation,and iontrol joints as indicated or • Install bait insulation in all ceilings separating heated and unheated
required. Frame openings with multiple studs and headers. Provide nailed header spaces U
• Installation of Embedded Items:Set and build into the work.anchorage members of thickness equal to width of studs. Set headers on edge and • Install bait insulation in all floors over unheated spaces
devices and other embedded items required for other work that is support on jamb studs. • Install ban insulation in all Bathroom walls S
attached to,or supported by cast-in-place concrete. • Install halt insulation in Master Bedroom walls raj
• Coordinate with other trades: Provide and install openings and recesses For nonbearing partitions,provide double-jamb studs and headers N
- required by other trades. not less than 4'deep for openings T and less in width,and not less ASPHALT SHINGLES:Architectural asphalt shingle to be selected by the U• Concrete Placement Comply with ACI 304,placing concrete in a than 6"deep for wider openings. Owner,and approved by development associations.Install as recommended to
continuous operation within planned joints or sections. Do not begin For toad-bearing Partitions,provide double-jamb studs for openings
placement until work of other trades affecting concrete is completed. V and less en width,and P d by the shingle manufacturer.
triple-jamb studs for wider openings_ �
• Consolidate placed concrete so that concrete is worked around Provide headers of depth shown,or if not shown,provide as Warranty:40 Year
reinforcement and other embedded'items and into all part of forms. recommended by N.F.PA."Manual for House Framing".
♦ Protect concrete from physical damage or reduced strength due to Provide diagonal bracing in stud framing of exterior walls,except as Provide ice Protection undedayment of Bird ice and water shield at all eaves,
C weather extremes. otherwise indicated. Brace both walk at each external comer,full ridges,hips,and valleys. Install as recommended by ice protection
story height,at a 45 degree angle,using either a let-in 1 x 4 or 2 x 4 manufacturer but not less than 36"beyond face of exterior walls,12"each side
Cold Weather Placing:Protect all concrete work from physical damage or blocking or metal diagonal bracing of valleys,and 18"under shingles and up wails ate intersections with vertical
reduced strength which could be caused b fro freezing action or low
9 Y frost. 9 - surfaces.
temperatures,in compliance with the requirements of raper p requ is ACI 306. FtoorH ' t framin
g:
Provide framingof sizes and spacing shown. Install with support ends of each Shin les: Manufacturer's standard sP 9 Pl, Ridge g factory erica units W match existing
Do not use frozen materials or materials containing ice or snow. Do not member Nit not less than 1-1/2"of bearing On wood or metal,or 3'on shingles.
place concrete on frozen subgrade or on subgrade containing frozen masonry.Attach to wood bearing members by toe nailing or meal connectors; -
materials. frame to wood supporting members with wood ledgers as shown,or It not Roofing Accessories: Provide and install nails,flashing,adhesive,and other
shown,with metal connectors. Frame openings with headers and trimmers materials,as recommended by the roofing manufacturer for a complete weather
Hot Weather Placing-When hot weather conditions exist that would seriously supported by meal joist hangers;double headers and trimmers where span of fight installation.
impair the quality and strength of concrete,place concrete in compliance with header exceeds 4'. Do not notch in middle third of joists-limit notches to 1/6- N
ACI 305. depth of joist,113 at ends. Do not bore holes larger than 1/3-depth ofjoist or SIDING:Match existing siding
Water-Vapor Barrier. 6 mil poly under all slabs. locate closer than 2"from top or bottom. Provide solid blocking(2"thick by Air Infiltration Barrier. 15tf asphalt saturated building feR
depth ofjokt)at ends of joists unless nailed to header or bearing member.
Removal of Forms: Removal of fours shall be it a manner to Ensure safety of JOINT SEALERS: Comoatibifity: Provide joint sealers,joint filters and other Q
structure and prevent damage to concrete surfaces.Allow concrete to cure for Lap members framing from opposite sides of beams,girders or partitions not related materials that are compatible with one another and with joint substrates Q '?� _
72 hours before form removal. less than 4"or securely tie opposing members together. Provide solid blocking under service and application conditions,as demonstrated by testing and field F— U
(2"thick by depth ofjokt)over supports_ experience. Q
Anchor Bolts, See Drawings U) } f/)
Under iamb studs at openings provide solid blocking between joist. Z m Q
• Meal strap anchors will not be accented.Metal strap type foundation DIVISION 8-DOORS&WINDOWS 0 O <
anchors are NOT to be installed. Under non-bad-bearirw partitions,provide double joists separated by solid Coordinate with the owner regarding all windows and doors.
blocking equal to depth of studs above.
FINISH HARDWARE: Coordinate with the Owner regarding type, Ica
OMSION 6-ROUGH CARPENTRY Provide triple-joists separated as above,under partitions receiving ceramic manufacturer,and operation of all hardware.(See Allowances) Q C O
ry >
Preseative Treatment All pressure treated lumber to be-Wolman¢ed".40 the and similar heavy finishes or fixtures,unless otherwise indicated. �
lbs./cu.It.retention. DIVISION 9-FINISHES: Coordinate with the owner regarding all finishes N Z
Provide bridging between joists where nominal depth-to-thickness ratio exceeds Q
D • Pressure treat the following: Wood cants,naders,equipment support 4,at Intervals of 8'. Use bevel cut 1'x 4"or 2'x 3"wood bracing,double- MECHANICAL&PLUMBING SYSTEMS•To be designed and installed by t"
bases,blocking,strapping,and similar merbers on connection with crossed and nailed both ends to joists,of use solid wood bridging 2'thick by subcontractors. Coordinate plumbing heating and electrical work with the =
roofing flashing,vapor barriers and waterproofing.Wood sets,sleepers, depth ofjoist,end nailed to joist Owner and work of other trades.Install Systems to meet or exceed local and
blockig,furring,stripping and similar concealed members in contact with state building codes.Ali gas piping to be done by this plumber. Include
masonry or concrete.Wood framing members less than IS"above - connections to gas range,cook tops,wall wens,dryers,furnaces,balers,
grade.Wood floor plates insaUed over concrete slabs directly in contact Rafter and ceiling foist framing: water heaters. Coordinate with the owner regarding other items which may
wfth earth.Wood members in contact with ground.Wood members In Ceifina Joists: Provide member size and spacing shown,and as previously require gas hookup. Install hard wired heat andsmoke defection and warning
contact with fresh water. specified for floor joist framing,or If not shown meet the requirements of the system to meet or exceed current code requirements.
Massachusetts State Budding Code for ceiling joist spans. Face nail to ends of
Structural Ltrnber. parallel rafters.
Structural Framing,and rafters: ELECTRICAL SYSTEMS:To be designed and installed by the electrical
Southern Pine,No,2,Fb=1,000 psi,(repetitive) p Where principal ceding joists are at right angles to rafters,frame additional subcontractor.Coordinate electrical work with that of other trades.Install
short joists from wall plate to fast joist nail to ends of rafters and to top plate, Electrical Systems to meet or exceed local and state building codes.
Miscellaneous Lumber:Provide wood for support or attachment of other work and nad to long joists or anchor with framing anchors or meal straps. Coc rdfnate.with the owner regarding the design,layout,and capacity of the
including cant strips,bucks,nalers,blocking,furring,grounds,stripping and Provide 1 x 8 or 2 x 4 stringers spaced 4'o.c.crosswise over principal ceiling electrical system,as well as location of all factures,switches,outlets,panels,
similar members. job- meters,and services.
• Subtloor.APA RATED 314"THK TBG, STURD-I-FLOOR,plywood. Rafters:Provide member size and spacing shown. Notch to fit exterior wall _ All,,sire to be copper. PECIFICAITO
Screwed and Glued floor joists with PI-400 Glue, plates and toe nad or use special meal framing anchors. Double rafters to forth Provide a minimum of one duplex outlet perwall spacing not to exceed
• Wag Sheathing: 1/2"exterior grade,APA rated sheathing headers and trimmers at openings in roof framig(d any),and support with that required by code.
♦ Roof Sheathing:Slit'exterior grade,APA rated sheathing meal hangers.Where rafters abut at ridge,place directly opposite each other
• .Plywood Underavment for Carpet V2"APA UNDERLAYMENT parficle and nail to ridge member or use meal ridge hangers.
board.
• Plywood Backing Panels:For mounting electrical or telephone At valleys,provide valley rafter of size shown,or if not shown,provide rafter
.equipment,provide fire-retardant treated plywood panels with grade twice as thick as regular rafters and 2'deeper. Bevel ends of jack rafters for PROJECT NUMBER:
designation,APA C-D PLUGGED INT with exterior glue,in thickness full bearing against valley rafter. 17-2005
indicated.or,if not otherwise indicated.not less than 15/32'.
Provide special framing for eaves,overhangs,dormers and similar conditions. ISSUED:
Install blocking in walls at areas In receive plumbing accessories,cabinet,and t"2�as
A curtains
Provide wood beams end girders of the size and spacing shown.Install with DRAWN BY:
crown edge up and provide not less than 4"Nearing on supports. Provide A
Bugdng Paper.Asphatl saturated fefk non-perforated,154b.type. continuous members unless shown;he together over supports if not
continuous. CHECKED BY:
Vapor Barrier.6 and polyethylene fitm,installed on warts side of wails.
. Where beams or ciders are framed Into pockets of exterior concrete or FILENAME:
masonry wags,provide 112'air space between sides and ends of wood
.. Mil framing aenerah membens and supporting wag.
cNide framing members of sizes and on spacing shown,and frame openings
as shown,or it not shown,comply with recommendations of'Manual for House Where built-up beams or girders of nominal 2"dimension lumber on edge are
_ r
shown,glue and fasten together with 2 rows of 20d nails spaced not less than
A3
1 2 3 4 5 O'F 3
s
ACCESS COVERS MUST BE WITHIN ,
29.0 12• of FINISH GRADE INVERT ELEVATIONS :VA T l ONS DE S i GI`� �R l ?-ER l A .
GENERAL NOTES :
FIRST 2' TO
I. THIS PLAN I S FOR THE DESIGN AND
BE cEvfl INVERT AT BUILDING: v_26.-8___._ DESIGN FLOW:
t Ti
INVERT 'I N SEPTIC TANK: ---_26_5 -- BEDROOMS
CONSTRUCTION A T 110 G P,`D. PER
CONSTRUCTION OF THE SEWAGE DISPOSAL 4' PVC MIN. 2' OF q, ° j
SYSTEM AND WETLAND PERMITTING ONLY. SC DU 0 PEASTONE INVERT OUT SEPTIC TANK 26. 25 BEDROOM EQUALS _330 G. P.;'D:
HE LE
o v 11
INVERT IN DIST, BOX: _
_ � 25. 85
2. ALL CONSTRUCTION METHODS, AND MATER/ALS R.
2 3/4' - l l/2' DIA. NO uR I NDER ,r
5 INFILTRATORS W/4' STONE INVERT OUT DIST. BOX: 25. 68 •
AND MAINTENANCE OF THE SEPTIC SYSTEM _,L OUTLET WASHED STONE
AROUND. 39'X I I ' OVERALL
SHALL CONFORM TO MASS. D.E.P. TITLE 5 /o' MIN. I000 _ INVERT IN LEACH CHAMBER 25. 5
GAL D BOX V SEPTIC TANK REQUIRED
AND LOCAL BOARD OF HEALTH REGULATIONS.
SEPTIC TANK BOTTOM OF LEACH CHAMBER.: 24. 6
---- - _ 330_G. P. D. -,�' 150x 495
._.-
J. ALL SEPTIC SYSTEM COMPONENTS LOCATED ADJUSTED GROUND WATER : 16. 9
PROF I L E . NOT TO SCALE ----- - --' - SEPTIC, TALK PROVIDED _`1000 GAL
UNDER AREAS SUBJECT TO VEHICULAR TRAFF/C OBSERVED GROUND WA TER: 12. 5
OR GREATER THAN 3' IN DEPTH SHALL BE I e --.
,\ , BOTTOM OF TEST O / /: l l . 3 '
CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. HOLE _- - _ _ Sl�'E OF LEACHING FACILl TY REQUIRED IAA) ; "/ / I hf1N/InCH
resrPl r INDEX WELL M I W 29. ZONE C DESIGN PERC RA TE __ .;6
PIP SHALL BE SCHEDULE 40 1 / // ���
4. ALL SEWER E Er la / / / I E JJO GPD 0, 75 440 S.F.
OR APPROVED EOUAL. I
o / / 4/95 READ I NG-9. 0. 4, 4 ' ADJUSTtiI�NT
ti
LOT to
/ u S I N I I TRA TORS W/4 S TONE ¢
5. BEFORE CONSTRUCTION CALL • 'DIG-SAFE' / / PROVIDE D:-- - --
--
C war PT / /� .2� 39 'X I l O PALL k
1,600 J22 4844 AND THE LOCAL ER DE / / /
FOR LOCATION OF UNDERGROUND UTILITIES. ,, .+A 139f l JX(. l t /J'-480 S. F:
r 6. VERTICAL DATUM IS: ASSUMED13
� • !s. / � / P o / f / � I f
7. FOR BENCHMARKS SET. SEE SITE PLAN.
6. NO DETERMINATION HAS BEEN MADE AS TO ;./ I I 0 1 L i J ;. I T ,J:� I A
COMPLIANCE W/TH DEED RESTRICTIONS OR
i , l , 1 ti 1 INnIC'ATES c� INOICATES
ZONING REGULATIONS. IT SHALL REMAIN // / ! / 1 / \ PERCOLATION -_ OBSERVED
THE CLIENTS RESPONSIBILITY TO OBTAIN r/l6 /fie 1 4qo• i - /, \\ TEST = GROUNDWATER
ALL-PERMITS. SPECIAL PERMITS. VARIANCES L!y _ \ P-B490 P-B491
i / , I .fi I I / `% \ / LOT 10 LOT 11
_ETC. FOR THI$ PROJECT. i ! I 1 I (� \ r TP+__.__._ .
✓\ r� / 9 23.3
CA Bas/N GRND GRND EL
t 9. IT SHALL RfMA I N THE CLIENT'S RESPONS I B I L/TY „jai G.W.EL. __: N/ _ G.W.EL . �12.5
k TO HAVE THE PROPOSED, BUILD/NG FOUNDATION ��' "� I \ \ i i ' / �'� !'! O = 0• �- - - __
E �/ 1 \ \ \ 1 - I \t � 7g Sq•p / i I � ' .. 1.9 ( 23.3 I
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE00. TOPSOIL
pp, i
' AT THE LOCATION OF THE 1
AND SOIL CONDITIONS - 1 I w_ SUBSOIL
Er /7•- \ \ ,. \ e _ ?6- T � \ kti FILL � ..,.
PROPOSED BUILDING.
1 r \ f
E
\ /\ , 1 „ p
it 1 I
v. R S -
-. l ,, 1 / �6.9 19.8
\ 1 _ � F _ i
l0. THIS `SEPTIC SYSTEM DESIGNED IN ACCORDANCE / .. 1 ,: _
o F �
A TD SO J L
1 1
/ 1D \ \
WITH '370 CMR. l5.005. f51. 'THE SUBDIVISION V!S/ON WAS / E11 �,_ YES 1 -
/ 1 1- I _ 1 { SUBSOIL
alEnlUM
1994 / '
ENDORSED BY THE PLANNING BOARD ON `AUGUST 6. -/ �� a _ � d
I / s : I --32 4� I / -- ''- - _. _ 24. 9 S.aI;D AND
GRAVEL I
,
b SANG AND
ll. UNSUITABLE MATERIAL '!TOPSOIL. SUBSOIL \ i
Ph ti
.. LEACH PIT LOCATION � ,. _
FILL ETC. ) ENCOUNTERED BELOW THE INVERT
1 o I GRAVEL;
P D AS-BflILT PLAN,;
qD • B , 2?. 9,;,. _
/ / „� . .• _ i ,► / : �!t-RQrt I I
CH CHAMBER` TO BE REMOVED FOR A / 0 - /. / / ! \
OF THE LEA / / / 2 _ / \ l B
DISTANCE OF l o AROUND THE CHAMBER DOWN To J _ I 1
I5.! EJ✓?D / / .-� �i _ PRI>P05ED ?9\ / /
Eft I Uhf
/ / i _ „` ,' ELLIHO �_ / ICJ
THE CLEAN SAND LAYER AND REPLACED WITH / / - pow D l ?� - ME_nlU,u -� `
, _ /.2 �,, �'3�R .. 29.00 , L ,/ _ l ,� � _ i • , FINE SAID ,
CLEAN MEDIUM SAND. \e / // / TOF
FINE SAND .5 7
/ / 10.8 ` _ 12.5'
- --
12. SILT FENCE AND/OR HAY
BALES TO BE PLACED ALONG
\�O // �-24'/ 16 Zr_ /; -- /i/ - O 13_.1.. NO WATER f
THE WORK L7M1 T PR/OR TO CONSTRUCTION. / ✓ /" \_ of 16.9 /2 _ 1
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M
k. �/ N �/ 5 1NFILTRATORJ
/ / I / I �: �' r -9 Jo.fl DATE __ . -+PRIL 18 ` 1995
13. ROOF RUNOFF TO BE DIRECTED TO DR YWEL L S OR` / / U, o_ �� ri4• $TONE AROUND I 1
Is H , 3_ W I S TEPHEN 'HAAS
STONE TRENCHES ALONG THE DRIP LINE. / / / / l 5� i t / l TES T Y _
i
AREAS TO BE MULCHED OR / / / ea �, \: ►. 1
D-BOX ' _
/4. ALL DISTURBED E � / / ! � � .. ., I 1 PtRC 1?,� T>` : ,L 2 Ml�ti':1 NCH
• LOT
LOANED AND SEEDED 'FOLLOWING � .- _\ / � -' \ems
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CONSTRUCTION. , � Q � l/ i o00 GAL l
Er o o 1
J� i i r O h ERNE /
SEPTIC TANK RES
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WATER sERvlC6 / - •-, Y
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