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HomeMy WebLinkAbout0558 SCUDDER AVENUE - Health 5 5 8 Scudder Avenue Hyannis..." A=287 158 I �'f TOWN OF BARNSTABLE ` LOCATION SS8 Ian SEWAGE# 0001-- 2&-) VILLAGEh ASSESSOR'S MAP&PARCEL 2Z-1 f INSTALLER'S NAME&PHONE NO. EPcc- SEPTIC TANK CAPACITY '25 � 4 �. Ism/1660 LEACHING FACILITY:(type) ��� 5 ��1 (size) NO. OF BEDROOMS 7 .OWNER. PERMIT DATE:• 9 I 1 0!1 COMPLIANCE DATE:• I j. 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 o b Xf CIO W y 6� i ._.f ..J r er �� No. �BD GI- Z r Fee—� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for MigtlOga1 *pgtem Construction Permit Application for a Permit to Construct(A)Repair( )Upgrade( )Abandon( ) XCompleteSystem ❑Individual Components Location Address or Lot No. o cAct.%, Avc, Owner's Name,Address and Tel.No. `J Assessor's Map/Parcel Z $p v-1»S 41C(c t vz Vv�c- Q - e-it C.it C Z yel Installer's Name,Address and ael.No. Designer's Name,Address and Tel.No. S�tphcti A W i I s.", Re. s 1 o0101 Type of Building: Dwelling No. of Bedrooms err w� Lot Size `�4 sq.ft. Garbage Grinder(/i�d) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 110 $»d l h,.t, gallons per day. Calculated daily flow 776 gallons. Plan Date '7I2 17�4 Number of sheets e)^D- Revision Date Title _5-a,,e S5,s/r, , f2laoi - SSrs` Seyackae- /9reayr i Size of Septic Tank Zsa-o y Ke.,t6/2 C-6-12aAwIckt Type of S.A.S. C,".htrs 6,5:'><�2r xZ �f Description of Soil )&.(z.., Am sail top c,*, �r � o P In r 853 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 E onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been bye o o ealth. n Signed �- Date Application Approved by c S Date Application Disapproved for th ollowing reasons I Permit No. 2Gb0) 2 66 Date Issued �'" � _ goo q � r�;- v f �k } P�. (/ No.2oav1' Z t Fee /J O •�^ THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: r Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 01pplication for ;Diooml *p.5tem Cong;truction Permit Application for a Permit to Construct X)Repair( )Upgrade( )Abandon( ) Complete System El Individual Components / Location Address or Lot No. S58 S c v adv, Ave. Owner's Name,Address and Tel.No. t ! � Hyvhn�s Pori' Scot} F. H'ilinski Assessor's Map/Parcel Z Spr u.5dtolc AYM IM&O o e-Zl S U3e_ e r_ 0Z Installer's Name,Addres and Tel.No. Designer's Name,Address and Tel.No.546-771-750Zi act l3 s►— tc.% A Uil_-�, RC. E�KM- N e Type of Building: Dwelling No.of Bedrooms Lot Size 414 sq.ft. Garbage Grinder(i✓o) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow h !;,el heel.-:7oH, _gallons per day. Calculated daily flow 7-70 gallons. Plan Date Number of sheets o.,o, Revision Date Title 54s/r,, 10/0.1 - SS'S SCQC(4b,- AptnUtf Size of Septic Tank ZSoo yRc6s/2 Lcvn2o,+w' Lc,,,*- Type of S.A.S. 1.c� C"Ix,s GS" X/2. KZ /'/ Description of Soil 1 )2,- � s'oi i I na g ram, 1� s P- 14+ 653 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 issued-by�this-Board"of°Health, n Signed C'�� Date PP PP y -�' S Application Approved Date b Application Disapproved for th,/following reasons 1 v •�,: � Permit No. 2Ub9 - Z 6D Date Issued 9" � "- 2DU G1 ' Zaaq . Z�U 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 � t--N a 5 L-I «' at GJ. v has been constructed in accordance with the provisions of Title 5 and the for Disposal System C nstruction Permit No.?a�J o-2 dated ( ' 200 t Installer Designer ' The issuance of this permits nbt,bee construed as a guarantee thapthe syste it f t I Sn as designed. Date (�"/ Insp.cte�_ k. — _ ------------------- -- No. 2,04!r, Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS lwi!5pogai *pgtem Cong1ruction Permit Permission is hereby granted to Construct( k)qiepair( )Upgrade( )Abandon( ) System located at I 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. p Provided: Construction must be completed within three years of the date of this pe" it. Date:_ l 2 o© A Approved by f + Town of Barnstable . '"ETO'+,. Regulatory Services Thomas F. Geiler,Director * IAENSFABI.E. ~ Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# 2009- Z80 Assessor's Map\Parcel Z$7 «8' Designer: A (A,Lsy. Pe Installer: E:- Address: Address: 7/ ?S Na r -cS1-. I-eNa�-►n�,s o�-vJt�ns /�i�l o��yg� On Cfts/_, was issued a permit to install a (date) (installer) septic system at QNS 5'c ude4_- Ave, A4,r.,y xs Arl based on a design drawn by (address) dated (designer) X 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. 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 t of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. P�tH OF STEPHEN ALLYN ! , . (Installer's Signature) o WkSON.' No.30216 ,0�o, �G1STE��� 'a- AL esigner's Signature) (Affix Designer's Stamp 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:Health/Septic/Designer Certification Form 3-26-04.doc C��Zoa a Z 3) f Transmittal Letter To: i Board of Health 1 200 Ma'in'Street 1 _1 Hyannis,MA 02601 Attn: \'c.mie Ca)not From: Stephen A. Wilson, P.E. Subject: r.A Date: We are sending you ®Attached ❑Under Separate Cover The following documents: Prints❑Order of Conditions El Variance Approval❑Recording Slip ❑Septic System Permit ❑Notice of Intent❑Other DATE QUANTITY DESCRIPTION 3/ 206 cSC l These items are transmitted as checked below: For Your Use ❑ As Requested ❑ For Your Files ❑ For Review and Comment ❑ For Recording ❑ As Required �--Q QOther: C✓d l2 r l//GC £ '�GGB" /J ff� !Z4 !� w LTA ;v M � rn I Additional Distribution Yyl G r►e n c✓` 1 L File No. 20u 4-oz_g Baiter Nye Engineering&Surveying Phone: 508-771-7502,eit.13 78 North Street,3'"Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmittalLetter5.doc r TRANS-'NO.: CITY/TOWN: nY 1- J APPLICANT: S . H I, s!� ADDRESS: Z-58 5 DESIGN FLOW:.— gpd REVIEWED BY: DATE: 7 vi z " N/A OK NO 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)(u)J Locus Provided[310 CUR.15.2204(t)].. . Plan proper scale?(1"=40'for plot plans, 1"=20'or fewer for components) [310 CMR 15.220(4)] Easements shown[310 CMR 15.220(4)(b)] System located totally on lot served[310M )f . . a( upgrades]=i not, a variance is required [310:CMR 15.412(4)) l� Location of impervious surfaces(driveways,parking areas etc_). [310 CMR 15220(4)(d)] Location all buildings existing and proposed 310 CMR 1.5.220.(4)(c)] Location and dimensions of system components and reserve areas. [310 CUR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] - daily flow septic tank capacity(required and provided) soil absorption system(required and pro rided) r/ whether system designed for garbage grinder North arrow[310 CMR 15.220(4)(g)] Existing and proposed contours[310 CMR 15.220(4)(g)] Location and log of deep observation holes(existing grade el.on each test)[310 CMR 15.220(4)(h)] t� Names of soil evaluator and BOH representative[310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)] Gf Percolation test results match loading rate? [310 CMR 15.2421 a/ Certification statement by Soil Evaluator.[310 CMR 15.220(4)0)) Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CUR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1.of.7 Location of every water supply,public and private,[310 CMR N/A OK NO 15.220(4)(k)J within 400 feet of the proposed system location in the case of surface water supplies and gravel acked public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. (3.10 CMR 15.220(4)0)] Water lines and other subsurface utilities located[310 CMR 15.220(4)(m)] (if water line cross.see 310 CMR 1521 1(1)[1]) Profile of system showing invert elevations of all system C/ components and the bottom of the SAS [310 CMR15.220 4 o Stamp of designer.[310 CMR 15.220(1)and 310 CMR 15.220(2)] Stamp of Registered Land.Surveyor(required if construction activities within-5 ft. of lot.line)::[310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as ap roved for an up grade under'LUA at 310 CMR 15.405 1 Test hole adequate to.demonstrate four feet of suitable material?' [310 CMR 15.103(4)] Test Holes.adequate to-confirm adequate groundwater separation? - _ [310 CMR 15.103(3)) _ Benchmark within 50-75'of system[310 CMR 15.220(4)( ] Materials specifications noted?-[various sections of 310 CMR t/l - 15.000] _ . . System components not>36" deep(unless Local Upgrade Approval orLUA requested),[310 CMR 1-5.405(1(b)] Address S5g S C w oCS7r- Sheet 2 of 7 of N/A OK NO a`�.—_.., -�':_. .��-'�o---`• �-=.ate- ."x'�....,..._��,.� ,�.,.-,i�.�-,��: ilst ,� -'rJ.�-�--mot_:: Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line B 10 CMR 15.227(6)] l/ Outlet tee 14 or 14"+5"per foot for increase ft depth[310 CMR 15.227(6)] t/" i Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] (/ Note regaid_ing installation on stable compacted base[310 CMR 15.228(1)] 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 described 310 CMR 15.227(5))or permitted for upgrades under LUA[310 CMR 15.405(1)(k)] Minimum cover 9" (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)(1)J Three access covers (inlet and outlet must be 20"or greater) middle access at least.8"(by 7/07) [310 CMR 15.22$(2)1 Access to within 6 " of grade -one port for systems<1000gpd, two for systems>1000 gpd(310 CMR 15:228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] - > 10 ft from building foundation[310 CMR 15.2110)) Buoyancy calculation Required/Done[310 CMR 15.221(8)]., H-20 Where appropriate? [310 CMR 15.226(3)1 . Setbacks from resources [310 CMR 15.211] =�'.s�-u� ha- 73. Y� Required when other than single-family dwelling or.flow>1000 gpd [310 CMR 15.223(1)(b)J First compartment 200%daily flow; Second compartment 100% daily flow[310 CMR 15.224(2)and(3)] "U"pipe through or over baffle,.outlet of each compartment with gas baffle or approved filter 310 CMR 15.224 Address Sheet 3 of 7 N/A OK NO ._... �--mac.. - _�..y�. �..-3..--... �=x+��-`=,s �.,•� \1��..YF'-'�.��.�-z_:.. '�.�t+''� � '' ������.c" �� . 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(IN 11) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/811/ft) 0.02 preferable [310 CMR 15.222(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)] Siphon problem/(leachfield below pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified?(not smaller than 3/8" not larger than 5/8") [310 CMR 15.25:1(8)and 310 f CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5)specifies various pipe types allowed) NO Stable compacted base[310 CMR 15.221(2).and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required oh inlet/provided? (when pp ty sewer}j310pressuresewer to d-boxor ste v CUR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" 310 CMR 15.232 2 b Minimum.sump 6" [31.0 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd ., ..._ ... �- . ... _....: . . III o"" �.-�,w.: ,..ram--�'-� '�--�'w`,k. `�M"�vn���., "'� �'��"�"'.en•-_.`�.�^F- r Capacity(emergency storage above working--design flow)? [310 CMR Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium 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 pumps specified? Exceeds two units must have two pumps operating in lead-lag , d mode. [310 CMR 15.231(6) and(8)] fA Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] V Address Sheet 4 of 7 N/A OK NO Calculations correct? —' 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required se aration to groundwater?[310 CMR 15.212)] Aggregatespecified as double washed[310 CMR 15.247(2)] System Venting required/provided?(system under driveway or >36"dee ) [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 to grade)[3.10 MR.15.253(2)J Aggregate l'.minimum-4'maximum. [310 CMR.15.253(1)(b)] . 2'.sidewall credit maximum.[310 CMR 15:253(1)(a)]. In bed configuration,inlet ever y_ 40 sq..ft. 310 CMR T Width 2'mimmum 3'maximum[310 CMR-15.251(1) )] _ 100 feet-.maximum length.[310 CMR 15.251(1)(a)] Minimum separation 2x effective.depth or width whichever J - greater(3x if reserve between trenches).[310 CMR.251(1)(d)] Situated along.contours [310 CMR 15:251(2)] : = Breakout OK? [310 CMR 15 211(1)[4] and Guidance Document] DTutrsre oen r30gi minimum 2 distribution lines[310 C."'I 15.252(2}(a)] Maximum separation between lines 6'[310 CM R15.252(2)(d)] Maximum separation between Iines and outside of bed 4' [310 CMR 15252(2)(e)]'. : Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] v Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] If: Bottom area used in calculations only[310 CMR 15.252(2)(i)] Address �`r?6 � { • Sheet 5 of 7 N/A OK NO Pressure Dosed System ? Provided pump and piping . � �� ���`�-� ���`w- - calculations as required[310 CMR 15.220 4 r • Pressure dosing required on all systems>2000)]d or alternative . gP systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used m gravelless system-make sure jet is directed as not to / scour soil interface[Guidance Document] (/ Inspections once per year(systems<2000 gpd)or quarterly (>20009pd)good to note on plan [310 CMR 15.254(2)(d)] V Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? V Impervious barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must be supervised by designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer[310 CMR 15:255(2)(a)J Side slope not exceed 3:1 ? [310 CMR 1.5.255(2)]_ 1O' Breakout requirements met? [310 CMR 15.252(2)and . Guidance Document] At least 5 ft.from impervious,barrier to.edge of SAS:J1.0 t, recommended)[310 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 . .. teXna� it fen El` x a ett s � - tt y ._.F Was DEP Approval Letter provided and/or have you- reviewed.the letter for conditions? Is the technology being properly aYpli and does:it meet all: DEP Approval Conditions? Is there a note on the plan regarding the requirement for . perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation.and maintenance manual?. (, Has applicant submitted a copy of a maintenance �PT NO -"- ' ��-=�;��'"' ,�__;-�.^,.:.��� `�-��� Are.the variances listed on the plan?,[310 CMR 15.220 (4)(q)J RLS Stamp necessary on plan if a component is within five feet of property line[310 CMR-15.412(4)] New construction or increased flow proposed-[Refer to 310 CMR 15.414] I T Address � / 1� Sheet-6 of 7 r WA OK NO Is the system in a Designated y gnated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214,310 CM-R 15.215 and 310 CMR 15.216-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 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR / 15.216(1)] ug (/ Pumping to septic tank?r[310 CMR 15.229] Shared System[310 CMR 15.290] i Address •�''' � ��., - �.� S - J- � 'i �s - Sheet 7 of 7 3 a t � .a V vW W a ,,a Vim^• 9 Y' r r TOWN OF BARNSTABLE LOCATION 6�5--s �c�ct eve. SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY 1J^bD ( Jla�,c LEACHING FACILITY:(type) (size) hl A a 1 lX A NO.OF BEDROOMS 1 3 Obt OWNER i-Ja �• � PERMIT DATE: �j COMPLIANCE DATE: (o/!o f aloo7 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 �P q W � P o O N b � 1 J(Q 0 v� ow, Pm V; �e No. - Fee a HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for Migool 6petem Con5truction permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) C,Complete System ❑Individual Components Location Address or Lot No. S-"SF 46e ij& i,�, Ave, Owner's Name,Address and Tel.No. tt 4.,"is A ,(A, WoI-f,►151-r,- Assessor's Map/Parcel SlsilS /Z_P 5"'At 207- V►1t�p 287 duel i5 CtJersl��.. /`.., a7,C. Ze�olfo Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.QSa8')77/-750Z /3 5t-cr kan A, t.Ji t-5 rn n�� 62x►zr t,3� Type of Building: / Dwelling No.of Bedrooms a ne Lot Size V�!ozra sq.ft. Garbage Grinder(Ne) . Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow 33 o gallons per day. Calculated daily flow 3 ® gallons. Plan Date T^ [&'- Zi a 7 Number of sheets z.,a Revision Date Title <,,ejfc su-�4-cs% Pie...1 Arf Size of Septic Tank Type of S.A.S. Description of Soil: 12jrr r6 so-If (op, o" 126k&A C P— 10, S S 3 1 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 i sled by this Bo of alth. ap Signe DatePIC Application Approved byWff=-� Date Application Disapproved for the following re o g Permit No. Date Issued No. £ j• Fee HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALT"IVISION -TOWN OF OARNSTABLE, MASSACHUSETTS Yes 01ppYication for Migpooaf 6potem Contruction' Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. S 5F 'Sc uc2 CL,, Avt, Owner's Name,Address and Tel.No. 4 JI.IA"IS Pm^t A .LA. W-l fi nS to Assessor's,Map/Parcel Z15415 N2,rG ,St S✓ k 202 Vn�p ZS7 P.1 { / f Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.01'09 77 I^7570 Z �xf 13 5t q'iw" A. W;t a ne l�i2xFcr rJ�e. f' 7 S-64-rtf L Sh. �. Type of Building: Dwelling No.of Bedrooms a ne Lot Size sq.ft. Garbage Grinder(AL) Other Type of Building fi No.of Persons Showers( ) Cafeteria( ) Other Fixtures 3 N.; Design.Flow 330 gallons per day. Calculated daily flow s S36 gallons. Plan Date• S 8- 20a 7 Number of sheets e Revision Date tTitle SnAc . ..�kw Pl&^ - S5,X .Sci-info, Ax_ t-/vGnnis /ear/ j Size of Septic Tank m�//".v Type of S.A.S.Leaet .,e Ctnvn�h..c. 25 /MZ X 2'ht, V a Description of Soil 12,-Jr.- 4-0 5."( loss aY, (�(4H C P— t 0� 853 1 Nature of Repairs or Alterations(Answer when applicable) 4 � Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance witli,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 issued by this Board of -ealth. Signe � 1� ' � ~ Date 4/ " Application Approved by Date ' Application Disapproved for the following reasss n's . _ 14 Yk Permit No. "" , r Date Issued jL THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY, that th��e))On-si>te Sewage Disposal System Constructed (, )Repaired i" Upgraded( ) Abandoned( )b fa h f�l._ ?� l .. ,_ � at � �_P f.A ,_'�%`Y� s / ,� � K e. /VA1Y1V,has�bee constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit'Noated Installer Designer The issuance of his permit s all not be construed as a guarantee that the system wtll.function,as designed. Date n / Inspector f —— ——— — € 7!� V7 THE COMMONWE\LTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpozar *p!gtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )L.rAbandon( ) System located at�i Cr(��r4f� �� �L ram, I I t�/VI�Lo 6 Q 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 co pleted within three years of the da'e of this pe t. Date:_ O Approved b Town of Barnstable E Regulatory Services Thomas Fe Geiler,Director BARNSTABLE �Q MAM Public Health Division Thomas McKean,Director 200 Main.Street,Hyannis,MA 02601. Office: 508-8624644 Fax_ 508-790-6304 Installer:&Designer Certification Form Date: 10 Sewage Permit# r2 2 Assessor's Map\Parcelj,60 Designer: Installer: V 1 , d .Address: 70 Alum S6 Address: MIS. Ina5,5 O ZG O ( / l On. -� E�` Z /U/YL�i� was issoed a permit#o:install a (date) (installer) septic system at 6 6 0 cU �'l` based on a design drawn by (address) r . dated - d ✓ . (de gner). 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. .. 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. OF GTEPHO (Installer's Signature) w + tro.W210 S��OA}AL esigner's Signature) (Affix Designer's Stamp Here) Ag,EASE .RETURN. TO BARNSTABLE PUBLIC HEALTH. DIVISION. .. CERTIFICATE OF. COMPLIANCE VlII .NOT:.BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification.Form 3=26-04.doc µ II • Town of Barnstable P# U s of tNe ro Department of Regulatory Services + BnrwsrABLE, : Public Health DivisionHate // MA89. w b i6Sq. `0m 200 Main Street,Hyannis MA 02601 - - �prFD MA'1 a Date Scheduled its 2eay Time /0.'cb An Fee Pd. Soil Suitability Assessment for Sewage Disposal 1 > Witnessed By: �^ ,7 erformed By: S�phc�t i 5 oy1 ,��- ' LOCATION & GENERAL INFORMATION Location Address $ $GcveQ�Gr Owner's Narne V,. Ms. 4- 213 Address H�a.4,s ►f, nA O7_6y7 Assessor's Map/Parcel: A?*J0 Z87�#A/ /S� Engineer's Name 5keh'^ A. LXjL ietl� �t�• OVA NEW NEW CONSTRUCTION REPAIR Telephone# —y/ Land Use / Gtu/t. '/i/k' Slopes(%) Surface Stones /4C7V Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line tt Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 4.1 yJ./ n. _ i .... 4 ............ `e 7P f t' r ` 'a %I rJ .:. .. 1, Y 1• r - str 1 17, '.J Parent material(geologic) C/l eiG/ Depth.to Bedrock Depth to Groundwater: Standing Water ill Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles:_ i»' Depth to weeping from side of obs.hole: In. Groundwater Adjustment n• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date /I rhiS 0 Time /ot u4 Observation Hole# Time at 9" tb l- Depth of Pere fl Time at 6" �. Start Pre-soak Time a /B;20 Dime(9" 6") o - End Pre-soak /0i 30 v�a 6 le /e+ s �J Rate Min./Inch Site SuitabilityAssessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division 'Observatiot.1 Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the I Barnstable Conservation Division at least one (1)weelc prior to beginning. Q:I-IEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency,% rave 0- > CZ �cd/Uwl SI�IY� �v If G/l� DEEP OBSERVATION HOLE LOG Hole # 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 6 o/ i1 4 J l D`rig `//Z 1"- 20" 13 544 Ge*k" /o V le y y G(JI'-/ZO C 01-4 San ho YR DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% ra el DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color . Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. Consistent %Gravel Flood Insurance Rate Man: Above 500 year flood boundary No— Yes ✓ Within 500 year boundary No 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? V2'5 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 o Department of E.nv romnental Protection and that the above analysis Was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.0,17. Signature A=6 Date Q:HEALTI-1/WP/PERCF0RM Y�..... POST AND EXISTING BUILDING - RAIL FENCE LOT R -.. PLAN.BOOK 64 PAGE 11 •"�/// 'r// I /- .. - �n e CB H N/F CATHERW H i I i n s k iE W.RYAN REALTY TRUST � >;,,� ' '•s - - " ONE RETAINING WALL 1 rt CHAIN UNK PLAN BOOLKP289 PAGE 9]} _FENCE Residence g r N- /F EOMOND A.COUTURE 3 r�6 RE LAWN S �' E g �" 196 1. 558 Scudder Ave.,Hyannis Port, MA I _- r e, / - 22-- � - ,�-e' / I ---_—_ 6 rchlteclu re 8 De.1.1. WOODED .. �� £� \ \v n �.f.� � Q8S Denlel H Reyno >? e I w o � uFl .. -" „ I i s s /- 4'n l l nrn t o m '3..r I __ s / �113 _ETU L WOODED SOLUTIONS,LLC 10�KING STREET,L1TII.ETOON,MA 01460 e o o / 941 I l9 I hSBSBCOM m� C�nire c�l or� �- '• -r'/ I LOT 3 A MARK GRENIER,INC. PLAN BOOK 388 PAGE 4] I I �, ' .%/ _—.-- �•� ��I I BUILDER 45,]80f so.FT. / i A - -" / rJ ' _ 109 ROUTE 13Z UNIr#6 1.052 ACRES I - 7Jf / / IAT 1 !`•'I I tIYANNiS,MADTb01 ry .•/ yyg� _ PLAN BOOK 388 PAS 4] 50 I NET LAWN D9R &77&769 50&7718702 CB CD. I f&GREN ER�CCOMGST /. __ / FN OS 51 I G e n e r n I N 0 t i tk LS 00 I _ T / Ln� ' CA II > • I - —�'"C 0 FLOW N/F HYANNISPORT CL B r \` - e J"/- ... STONE WPLLS - / / �O-..._ _- 'CEMENT PI,� J x T CB H L.a_ CEB p00L .,�„ USEO 1� -' / FTI EDOU STONE DRIVE >rAi 2-1 ip � , X... f ' r q. I (�AWN f� :;r_+' {.,\;I� / ' F- / i:,[i �s. TBMI SPIKE 5- f IN U PO , M.DRILLHDLE IN CONC.PATH µpi /,� I P,E _ L =44. (NCVD EL. (NGVD) J _.. - C Z \ 0 p LANK/ '.]•, / J fp' WOODED,WODD Pa WOOD r - _'r:.: 19 52 O i o .. /. .' ....: STEPS LS pEODEC', LAWN ' O~ 6'. 4 f , i S f 1" II U I I ? J DRY WELLO'/ OWELLIN LOT 2:A - S�cc" g111 , PLAN BOOK 388 PAGE 47 F / / ! 49.0]4f SO.FT - RRI ON_. / .. GA�I WELL / I. X..I. _ m BRleO / / \\ \\ `)0`•N' / J,:: 00 _ xero:mm mws roee.wm LAWN :: PP1l - '1L ._-_ - nmm�xmnsn:.eaoev.n�:em.,eaem m -.. LS � .. 8 80'4848 STONE A / LS /• • of ` / r .'.I i28 y y BRUSH 51KPOE.KENCE a D BRUSH 1 09.1n 9 I 1 003 K. / N 1 � 479]5 / ... 45'48•W 1120 GO 1,0 09 6,9 / LOT 2 �3 SB OH >/M / RPIL FENC�.—— - - . r , PLAN BOOK IG PAGE 81 I SITE �''POST AND ..- ...._.- N/F 1HE gNDREW B.CRAIG III REVOCABLE TRUST II ,e / CIVC 1 0 0 Hilinski \ I - Residence 558 Scudder Ave., Hyannis Port, MA ' \ m r— Daniel N Reynolds Architecture 8 Design aaaaA m W 0 \ ► ___\ _ o Cone Dire nte: A cA TR1UCTURAJ— GIIVEE OLUTIONS,LLC 107 KING°I; O O O I I \ I I O i (978)enno l 1(9 eE 6-594 arvvwASBSR OM o < Cantr etar: a,. \ I MARK GRENIER,INC. \ I .1�• III I I ❑ D— — —— \\ BUILDER I -- — �J \ ©'", 109 RDUTE 132 UNR9B '` 50GTT&72880ffi01 W&771-6TM \ -D— RGRFNIER®CAMCASINET - IGeneral Nola e. CD _ I " I I \ o0. \., _ I \ L � N °00,00" \ 725 66, \ \ \ - - \ re•I 1 I I o ormatloo--__— _' I �j !'1-1 JNoaDDer \\ \ D \ rn. - —_-- -- .n ._....._.... '\ \ �� QVD � lea 74AUG1AUG U5T2 119, 1'-0' O o C, RETAINING/TOPO SITE PLAN \ C: 1 1 { Hilinski Residence 558 Scudder Ave., Hyannis Port, MA D n n 1 e 1 H R e y":Id, Arehltee t Ur0 8 Del9n anre. or...o.......n.r C o naoltan le: STRUCTURAL, ENGINEE12iNG OLUTIONS,LLC 107 KING STREET,LITTLETON,MA omw (975)eT2$ l 1(978)49695W Fn I W W W.ASBWCOea R contractor: - MARK GRENIER,INC. BUILDER 109 ROUTE 132,UNITO9 NYANMS,MA 02601 50B-M2299 0 0 50&771$202 M.GRENIER@130MCISTNEr General Notes: MECHJ 4 � STORAGE 002 I o I GAME ROOM/ 0 WORKOUT 001 CLOSET v I O03 "' GARAGE ® I ti 0 o 0 I I - HALF h HALL � I BATH m O06 009 MUD ROOM I — ------e--- O05 b O c I Z Y � Y MECHJ j WALK-IN - STORAGE Y CLOSET —y 00 Y ®7 Y 1 Y 81 tl R CeDY rip Kl: ,y Ora a in9 In f o r re llo a: Y .,e 09.1005 JKoa DDer DReYn olda _ 24AUGUST2009 114. ..v BASEMENT FLOOR f �1 BASEMENT FLOOR PLAN PLAN FP Hilinski Residence 558 Scudder Ave., Hyannis Port, MA 2T$ P$ 7S4)Sd S$ 2T$ 7A'3 -- --- ----- - -------— ❑ POOL JACUZZI Daniel H Reynolds' Architecture & Design h _ q ❑ ❑ ❑ ❑ ❑ Conro l ten tt: q ------------------ - SO TRUCTURAL4SEASON r- ---� �-----, ENGINESUNROOMLUTIONS LLC 107 1-I-11 I I 1 I I I. I I I I 1 1 I I I q I�I ° 107 KING STREET,LITILETON,MA 01460 - 7-rr4-r�-rrr-rr1-rrr{]x, -I----------------------------------- 1I I I I I I I I I I I I I I 1 1 _ 1 � (nB)3n-0WJ I f9TM>aasesa4"Ax 1 wwwwsN3Ttomm 4'61F 7$ T$ T$ 3'-3&V Td' T-2 '-1+• -T 3 4' 2.1 7$' 3-film S$ 3411? T$ T-10' C o n t to e I a r I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 MARK GRENIER,INC. I I I I I I I I I I I I I I I N BUILDER 109 ROUTE IX UNRMB -- -- WANNIS,HA=01 WO-TI&7299 WO- ------Q--_n--_LJ_----- — 3 FAMIL'OROOM GMRENER®CONCAST)ET v II N 11 Gen nrnl Nolex: I I I I SCREEN PORCH II II II q 113 ti I I I I I m - 11 II II WET BATH SITTING ROOM I DINING q I FOYER 1 1 HALF I I 1 I I 4 .. MOW � I I I I BAR b � N - H I I I I I I 111 � II II II 12$ 3-2310' I I 7665AT S$ 1 75$ 1'1 T-10' T$ S$ N vir S$ O 72-2' T$ rqA II 6pI ---1---------------------- rn I9 LINEN CLOSET GUEST 4 102 BATH 1 HALF BATH Pri-51 103 4 I? PANTRY KITCHEN GUEST BEDROOM 104 \ 1 • SUITE m b Eon 114 -UPI MUD ROOM § HALF BATH OoFAI ,\ i 119 1 77 If ------ ENTRY VESTIBULE q CLOSET j I 1. I ti I h flp101 1 s1p,. 116 O ❑��o�o�o�o�d / 1 — 1 e$ 3d• sJ• T$ H ----------+trs�----------- 4'-11• 3$ 7-1' 2$ 3d 3$ 3$ 3$ 341, 7$ T$ 7$ 1 LAUNDRY ----------� & emFAD ENTRYFIT coprrfBnl: m B I B q 10 -- -- ------ --- --- ---- -- ------ ---- ----- _ ___ 7$ 1 Td It? 2-8 1? TA 7? 3d+? 2$ S$ T$ 3J• 3d• 2$ S-2 3d' S$ — OO ...—._..._._._._............._......'—'-" ------_._....—_..._—_._. 1D$ 2DS 53 +T$ 37'$ Drawing information: .o 00-1005 JKaapper - 7IAU OU9T200B 1 MEW OTHERWISE NOTED.AUDDIENSIONSARETO � - - FIRST FACEOF SRID OR CENTER 1JM OF IDDORNJUIDDW. FIRST FLOOR PLAN FLOOR 1, PLAN -_ Hilinski Residence 558 Scudder Ave., Hyannis Port, MA D o n 1 e 1 H R e y n o I d e Architecture A Design 4'-1P 14'd• 4'-1P •a a r 2-10- 70 2E1? ED. ED. EQ '-9 7d 7-iP en,e.. ............. C o n o e I le n t e: __... STRUCTURAL. _...--. __.::__ .._....-- ROOCK -------------------- ENC3IIlTEER NC3 ® 4 .. -_ -...__ 4 OLUTIONS,LLC a 107 KING STREET,LITI'LETON,MA 01460 I MASTER .. r(D2e)a BEDROOM SUITE nDwy I�ya)4ss nga Ax I a'x'w.Asesamay _ - Co ntract,or: srs I 24d 3- s-1P s-7P rd 3d' 3-7 sa 3e• 3a• 4'-T MARKGRENIER,INC. BUILDER 2-1. 4'd 3r 34' 31' 1P-7 I I N tat,HY❑ — NYPNNIS.NIS,MA 0260101 - 508-776-2299 —--- — — -- — --- soamelD7 ---- —CLOSET M.GRENVt@CDh1CASTXF I O I 2 2 tl WC O r, ------- � I B Geoa rel Noloe: BEDROOM#2 � BEDROOM#3 BEDROOM#1 F2W I 2 3 _ O 217 MASTER BATH 207 U i I CLOSET 4 u 211 b it ------ --___ 211d 15d It'd 15-1' 4'd 11'd d'd 4'-7 BI' 4'd Bd Td DRESSING 1r n• 4 SUITE F e LINEN CL. 210 BATH#2 WALK-IN k b BATH#1 206 CLOSET L` — __J 202 GUEST BATH °e GUEST 4 12191 BEDROOM t<. 4 F2181 CORRIDOR—————— X 00 m a I znP Ufll 4'd 7d t4-- LAUNDRYI 7 5.11' 3d 3A' 33' 294T 1G'-1P 4' 1Td NI N ro 203 I�tovy GUEST g a. BEDROOM _ H I! 221 I Ic GUEST CL. �0 s-.- 3d• saCDDyrIght: If 1114t MINIMUM I tl �p Ae< I 7-11y B-tP B-1P 6-1P Bd 747 3d 3d 7-11• 3-1' Pd T-T 3P3 g1•q 17d 37S ..—. —_.—_.._.—._.. 13S Drealnp IDlormallon: ..e Og•1005 ,®�. ORe ynol da 24A000ST111 1.-0• SECOND SECOND FLOOR PLAN FLOOR PLAN .�.� A 12 0 _ Hilinski Residence 558 Scudder Ave., Hyannis Port, MA r--------------T--------------1 - I I I I I I Den lel H Reynolds I I - Architecture & Design I I I I I I . .. I I _ SLOPE":I' _ I I Conr0l lenit: �7.7 I I r------ / , ` STRUCTURAL I I I .: \• — l�SLOPE SLOPE 11{:12 iM:11 I I I -- OLUTIONS,LLC 107 KING STREET,LrrrLETON,MA 01460 (9M MT l� �//\- I ry79>4ea-9591 FAx I www.,v9tlsecose RILLOdIET�D I L.B LATTICE ELOW I I sBELOW DECK ON omas I I / �,I� ConlrB etO r: hl SLOPEo A /� BUILDER IER INC. y �. 109 ROUTE 13Z UNITxe �N F11 saanteroz M.GRENIER@OOHCASTl1Et 10':12. ,:.. `-..'' AV /Ai _ ..�/ >sLoaE V �`'. 12 i Y / JII / I I. /�� \I / SLOPE TYPICAL ROOFASSEMBLY WESTERN RED CEDAR ROOFING FELT uNoaonYMwr \ j -34•PLYWOOD SHEATHING I y \I j -ROOF FRAtANG CONTINUOUS X, I / RIDGE VEM,TYP. i SLOPE SLOPE! \: / SLOPE I SLOPE X/ ' / •\,. } /\ \ 10 12i/ \X/ i /-- � ,,.I 10.12 10.1p W:12 10:12 ��7 =J%/� ' /_f', ----- 0Dlriphl my / \%�>\•��\//":\\ J/I RECEIVE CO�NTwNUOUS�iCro -- I SLOPE IO:IP I ,B WATER SHIELO _-___.------ L________________________J - a Tn.EAYEovENwwc Dra•I n p—.I nl0 rm B 110_n-- -_ ..w 09-1005 JKn Bpp Br 0 R_eTn0Id. 11AUGUST2009--__ 111' 1'-0• ROOF PLAN ROOF v4'=V-0- PLAN . �� A140 Hilinski Residence 558 Scudder Ave., Hyannis Port, MA Arc hlltectu re BYDeelgnRl .. i I — - — � UN E �seorae,;e TOP OF DFLOOR=µ -.... .,.-..._. ...,....-. ..... ......__ .. ......_. --..... ........ ......... _. ....__ _._ ...... ..___. _. _...... -... ......_ __.__ ..._ _.... ._._. __ .. ..._ _ �TRUCTiJRAL ENGIIVEERSNG OLUTIONS,LLC �I I 107 KING STREET,Ln rLETON,MA 01460 (978)Bn-owi I(978)4errss9a rnx 1 wwwAsMsacom C.n lre elpr: MARKGRENIER,INC. _ BUILDER ,OB ROUTE,32.DNRiO '--;. . ........TOP OF FDiST FLOOR 33'-0' �� 1 s�n1 GREN ER®COMCASf NEf - ..___ _.....TOP OF BASEMEN WALL BACK= GRADE 2B8 2 WEST ELEVATION 1/4'=1'_V LL I .... .... ....... .... CoplrlB hl: .......... _ .......-. .......... ....... ..... .......... ...... .. ._......... ....... .........-... __. _.......... - ...... ...... ....-.__ __.... _......... ... ........ -......-. ... ......... .._ ..:__. ._ -......... .. ....._ .....__ .... ........... ... ._... _...-... __. ._ ... .- ...._.... .. _..._..... -........ _.-... _......_..: ._TOP OF SECOND FLOOR.14'S......---- I 1-_ '_LJ Diawing I n o r m,I I o n. 1 _.._. _ _ --- — ----TOP OF FIRST FLODR3ra .e oe•1Bos ------ - -- — JKnevver D R e-1 n o lee --.---------. 24A000ST2009 11e'-1'-0' __ ____ __ .. ._.._. ._ ._._ __.. _.._ ____. .._ ._.__. ..... .. ......... .._.._. ..._.. .. ........... ..... ... __....... ......... .... ....... ._....... _ ........... ... ......... ......._. ........... .. .._ - __ .-,...... _.... ... .... ..... BUILDING.....___ ...._ _... .._. _... .._..__ _.. '. ..... .. -'- _ TOP OF BASEMENT STAB=28$ ELEVATIONS ..._ ._ _ .._.. . ....... ._.... FRWFM _... .... .. -_ _ .e EASEL-EVATIO�_- . __ -:_— __�_:.. - _ --- _. _: __ __ -- _ - --- - - - - - -- - --- - oPsue�rao• C� — — — ... __ . -- - - - - -- __ - - — —_ _ - — -- -- — — - — -- -- — - - — =Mo. GWAGEFG.-lf-r A201 _e R — Hilinski / Residence / 558 Scudder Ave., / Hyannis Port, MA D e n l 9.1 H R e y n o l e e Architecture 8 oealgn I •xaxa I � ae aeor ieie � C oon tra cl al . ............ ....... ... . .....- ..... ......- .. ......... ..... .... .......... ......... TRUon tI.e— � TiJRAL E SOLUTIONS,LLC 10 KING STRHT,LCILON,MA owo (MM l I(9T3)a36959KF I WASPS&COa CMAR GRENIER,INC. BUILDER_ AO M �I uII r�y_ L� M GRFHI NC45f NET— — ------------ I so3 m uToz 9 I liWINE I I I I General Noree: �:�II 'I I) I [I�!11�; it �:li II ;. �!( /1 - { I_ I;I �I� 1 I - - -- �IIII' I ' - --- - - - - - - -- -_ - -- - - — - -' - - - - - -- - - - - - - - - - - - - - .......... _..... __. _.. _...._ . ...... __ ...... ...... --_ ... 2 NORTH ELEVATION \ I _ = l [III(J [l�-[� l l l I� yyrl9 A,: - ° . .. . .... ...... _.... _... .. ........ ........ ........_ __ .......... .... ..._...... _..TOP OF SECOND FLOOR=46'B . .._ ...._. ............ ........ ....... ._.........E11=1 El LE I � J _ (r ll1I Ore ni n9 Into r m al l o n: tLJ� _._ ..__..—.�J .__ _TOP OF FIRST MOOR 3TL' JKna ---i I'—'—'--- O R e y n o l d a GRADE W-W /AUGUST2 I. BUILDING GRAGE=za'� ELEVATIONS _ SOUTH ELEVATION = .e / —/—-- F 1/4°=1'-0" __---_—__ ___ __ _ — — —_ — __SOTTOMGFFOOTWOFRONT-W-W A L O /l = --- - — -- - - - - —BOTTOM OF FOOTMG BAG(=19W KE'"P`AN Hilinski B A Residence 558 Scudder Ave., ql+!I-H+I Ft H; III' y H annis Port, MA IIIIIIII I111 - u II --- —m -- lip..' \ Daniel H Reynolds Architecture 8 Design r:axa (.,. _ _ .a,,,,a 77 _ : r —S Ca a a a l t a a ta: B � STRUCTURAL ENGINE1F_Rn4(3 A OLUTIONS,LLC 107 KING STREET,LITTLETON,MA 01460 (9'19)STr4601 1(979)4a695%FAX{WWW,ASUSECOM Canlraolor: MARK GRENIER,INC. BUILDER 109ROUTE 13Z UNRa8 HYANNIE,MA 02601 SWT78-2299 5067714= M.GRENIER®COWAST.NET General Nalea: (3)-1 16'LVL FLUSH TYPICAL ROOF ASSEMBLY -WESTERN RED CEDAR SHINGLE 12 '12 -ROOFING FELT ®1�01 >>�� e� �6 -&4;T PLYWOOD SHEATHING �® TYPICAL ROOF ASSEMBLY -R30 BATT NSlLATON 7B' -WESTERN RED CEDAR SHINGLE ROOFING FELT 12 12. -314'TSG PLYWOOD SHEATHING S 6 -1R30 BATT INSULATION .G (3)-1}x t-LVL FLUSH I'x 16'LVL FLUSH i' 11-716'4.IOIST®16'O.C. II-7ff IJOIST®16'O.C. SIMPSON EGQ5A TYP. SIMPSON EG05.5.TYP. TYPICAL INTERIOR MALLSSEMBLY-V2'INTERIOR GWTHING TYPICAL.INTERIOR WALL ASSEMBLY -DIN WOOD STUD® C. ( 2x4 WOOD STUDD@IV O.C.INO 1/C INTERIOR GWTHING -11r INTERIOR GWB SHEATHING i TYPICAL EXTERIOR WALL ASSEMBLY TYPICAL E)(TEROR WALLASSEMBLY -EXTERIOR CLADDING -EXTERIOR CLADDING 11-718'(JOIST 1B'O.C. -BUILDING PAPER IJOSia18'OC -BUILDING PAPER -Ire PLYWOOD SHEATHING 11-7lB' . . -Ilr PLYWOOD SHEATHING SIFflSON EGOSb,TYP. -R30 BAIT INSULATION SIMPSON EG055.TYP. -RSO BATT INSULATION -2x6 WOOD STUD 0 IT O.C. .2x6 WOOD STUD @ 1S'O.C. -VAPOR BARRIER -VAPOR BARRIER -1/2'INTERIOR GWB SHEATHING -1/T INTERIOR GM SHEATHING l TYPICAL FLOOR ASSEMBLY - TYPICAL FLOOR ASSEMBLY C a D T r 1 9 h t I -1rZ GWB CEILING SHEATHING -12'GWB CEILING SHEATHING -1x3 FURRING 4016'O.C. -tx3 FURRING 018'O.C. j -11-7I8'WOIST 016-O.C. -11-7/B'WOST 0IT D.C. -314'TBG PLYWOOD SHEATHING -314'TBG PLYWOOD SHEATHING -FINISH FLOORING -FINISH FLOORING ...... (3)-1}x 18'LVL FLUSH (3)-1�'x IV LVL FLUSH .....__ .. _......._._...-..._. 11.716'WOIST O IW O.C. 11-71r WOIST c le-O.C. SIMPSON E(305.6,TYP. - SIMPSOV EG055,TYP. 4'DIA LALLY COLUMN 10'FOUNDATION WALL.TYP. 4'DUL.LALLY COLUMN! IW FOUNDATION WALL.TYP. --._---- Drawing InTormatlan ..e 09-1005 4'STRUCTURAL CONCRETE SLAB 4'STRUCTURAL CONCRETE SLAB J x o a D D a r DRaTnolda 24AUGUST2009 .i 114'-V-0' BUILDING SECTIONS 2 TRANSVERSE SECTION B TRANSVERSE SECTION A "� --- ------ V4"=T-0" A 3 0 A Hilinski Residence 558 Scudder Ave., Hyannis Port, MA . D B.n I e I H R e Y n o I d e _ - Architect Ure 8 Den19n . ante. B�•'®soma:.,..., % Conan I tantn ----- —_- R STRUCTURAL ENdII TEEI2INC} OLUTIMS,LLC 107 KING STREET,LITTLETON,MA 01460 n (978)gn-M1 1.(978)486-9594 FAX I W W WA.4BSROGN, r - CBntrB Clot: • MARK GRENIER,INC. BUILDER 109 ROUTE 102,UNIT#6 - HYANNIS.MA 02601 -. 50ST/32299 508mfi702 M.GRENIERMCOMGST,NET G ne eral Holes: EL 31.5 • ° - ANCHOR BOLTS INSTALLED IN C o D Y r I p A t ACCORDANCE WITH MASS STATE BUILDING CODE TOW EL.VARIES, . SEE PLAN .•®• ' OC VERT ' - B•MIN AT GARAGE DOOR � �I .._ _. VARIES AT OTHER OPEN 1 O . S ` SEE PLAN FOR ElEV'S TOS EL VARIES. SEE PLAN — ® #4 a 72 BOF EL VARIES. '. .' - 2-0•MAX .. w z p. _ -. .. OC HORIZ m SEE PLAN • m '. FOOTIN(p s 2 - FINISH EXTERIOR GRADE MUST ♦W DOWEL® T '° THIC104ES5 » ., 10 10• BE LESS THAN 4'-C ABOVE OR -. --- .. __. l�� 2 i BELOW INTERIOR SLAB. -' - - Drawing Information: 09-1005 4• •� M4�13• ' s.. - 4 w OReyDP Id N OC HORR NOTE - „ r. k § BOF EL VARIES a a I d s 0 0 ALL FOOTING STEPS MUST BE IN _ ._ 2 4 A__ _ __.._.__ SEE PIAN U EL 23.0(iYP.) ACCORDANCE WITH THIS DETAIL - (� ..� 114• 1 0 3'CL CONE EL 2zo m P.) r,G. (3)q4 BARS ECI . . SPACED Tab ram. r DETAILS TYPICAL FULL HEIGHT FOUNDATION SECTION �� YPICAL FOOTING STEP TYPICAL THICKENED SLAB AT DOOR �1 TYPICAL PARTIAL HEIGHT FOUNDATION WALL 4 SCALE:VY=V' SCALE:N.T.S. 2 SCALE:1"=1'-0" SCALE:1/2"=1'-0" A 7 01 DRAWING NOTES: 1.THIS PLAN IS FOR STRUCTURAL FOUNDATION ONLY AND ALL DIMENSIONS H i I i n s k i AND DOOR LOCATIONS,ETC.-MUST BE CONFIRMED WITH ARCH PLANS ANY CONFLICTS CONCERNING STRUCTURAL ELEMENTS SHALL BE Residence BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER OF RECORD(SER)IMMEDIATELY. 7-SITE PLAN BY OTHERS.FOUNDATION MUST BE LOCATED/PLACED ON SITE USING SITE PLAN AND PROFESSIONAL LAND SURVEYOR AS REQUIRED ——— ———— — — TO ENSURE SETBACK REQUIREMENTS ARE NOT VIOLATED. - —— —— — —— — — — S ELEVATION BENCHMARK MUST BE SET BY PROFESSIONAL LAND SURVEYOR FOR FOUNDATION CONTRACTOR TO LOCATE THE ELEVATIONS SWWM 558 Scudder Ave., ——— — — N. - - --- - - - - - - � ON THIS PLA i Hyannis Port, MA 7d 7d f35a 33 a$ 2p$ F--03W B3341' 6-3aW 2--03W Td - - --- -Tw.Ii - - -- - - I - + I II -- - -- - - -- — ]rArchitecture 8 Designr Denial H Reynolds TAYL . O O OF.I3:20/ HR I I o 0 0 C I I I I 4 I I I Iall:e,te:',exexa 1 � anren.�atyOcome��innt I�� I L- ---- - - -- - - -- - - - -� IqP,rn,QQ 0 0 0 0Cona 011anlat \2LP I I X BOF.B:21.9 B.OF.B:ZS 60F.A T19 pD„a GF TR CTUR . Amp)IFIG /-1:TIm-st mimm-,o �� SOLUTIONS,LLC l b r WIIN(E.11 °' r—,W1m I1-LO TISMENe r ,- HB.to OW.T1P. R3IALwBOT 7w- lm It3MN�� 107 KING STREET,LITTLHTON,MA 014W I I I I TAP. 11P. TYP. �I1.� . I ❑ I ❑ I _❑ I N (9r7g)8770601 I(978)06.95 ePAX I w sr AS sarnM f338• I 22$ I B-0ye• L J lad - L J e's•- 14W rr•L J 2F-V O a a —— —— — — — ——UAWABLAr — � -i BOF.---VD— L , Contra nler LL219 _ X ———— ——— — TAW 280 r — TAW.li20/ BUILDER a. INC. r-,o• a-fo• r-1o• I § —J �.�� J L aoF.ars - I X \X/ BUILDER B 4xA TmW.ELZZ @2,C \�4' f09 WAN1�AKG2601D p8 TAW.A 28I ° I I O I TAW.�TOA r TAW.8,280 W87718702 A' I B.08LLtY.9 J L J L J BA.F.B:11JI_ _J I — —— — — — —.A — — _ Ib' M.Ga!?IIENRGDMCJST.NEr IGeneral Not— — $ I I § 4 I ( l40PEPTOmmm D00R I I rA OWNM lAatmur m I Iv ° _ F . L — J L J d aaaAr E TA Ammio�R Hm IR2LW _ B70007UT I I IPIBti?98 ~ I I fIND(l6A8 A OOOLLIR� an TAW H:238 9 I I I ° I I ° I ° I I °° I I I TAH EL22R L J L J L J L J L J L J I AT000A /3 I3 I3 I3 16d ,7'8 12-C 2I$ TBnacaNraa3s I TA.W.B:rBT TAW. AST I I b 2 1 I STEP I ° I &OPEPTdriVAB00dt MII I —Bona 2BI708 1 f— B�.�aa "� L J TAW.LL378 I I TAW.1i318 I T001Fq 31B rTD00N 27Jn' r- - � �GOa •E2 L— _ - - - - - - -- J l_ - -- 4 Di E � I B.Of.H:72D I � I � - I BOF.f3:709 TA.W.H:318 I TAW.EL Ht 1 O 1 t,ff TP.N10faA w:CIB1B QIRffTN01 — ——— — — 1017 — — — — I J m LF I ° d X�@AL2. 12TN31( b I I -W � fq c o P r r I p It—I (0 wlrH -4� � I I � AID"L _ I re$eAEW OOr � BADO]!f n IYP. I ffwm.-SB r — — — —— TAW.fi91$ l6F.B:$D— J - - - - - - - X�Q.b BORE1,22I 12TIO RGWInI(-0- W NEBAR EW ODr TP. 18-111EM1 BYfgI TYR 7Id 2I$ 93 1TO - SS 12d 17-V tad 'Drexlnp InlOrmallOn: .e 00-1005 1078 ---'-' JKnapPar _.._-..___ STRUCTURAL NOTES: DBeynolaa_ GENERAL NOTES: FOUNDATION NOTES: SLAB NOTES: -24 A U G U S T 2 0 0 9 I.CONTRACTOR TO VIHBFYTHATALL DIMENSIONAL CONLRDLSARE ADEQUATE PRIOR TO 1.FOOTING AND WALL.CONCRETE COMPRESSIVE STRENGTH MIN 3.000 PSI AT 20 DAYS LINO. I.SLAB CONCRETE TO BE MIN 4,OOD PSI AT 28 DAYS LUNG. 114•-1'-0• _ CONSTRUCTM 2.PLACE CONCRETE IN ACCORDANCE WITH ACI 318OB 2.MINIMUM S•COMPACTED CRUSHED STONE OR GRAVEL BELOW SLAB. •' 2.CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE PERMITS ARE IN PLACE PRIOR TO 3.MIN.SOIL BEARING CAPACITY 3000 PSF,CONTRACTOR TO VERIFY. 3.INTERIOR SLABS MUST HAVE VAPOR BARRIER PER MASSACHUSEITS STATE BUILDING CODE DIRECTLY BELOW SLAB. \X' BASEMENT CONSTRUCTINK 4.WALL LOCATIONS TO BE STAKED BY PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION IF REQUIRED. /.FOR SLAB ON GRADE ULL,REMOVE ALL ORGANIC MATERIAL AND TOP SOIL AND COMPACT.PLACE ENGINEERED FILL IN B•LETS AS NEEDED AND \ @.� i STRUCTURAL ENGINEER MAST BE CONSULTED FOR ANY CHANGES TO BEARINR WALL 5.FOR ALL FOOTINGS,EXCAVATE TO THE BOTTOM-OF-FOOTING ELEVATIONS LEAVING THE SOL BELOW UNDISTURBED. COMPACT TO 95%.FINAL S'MUST BE CRUSHED STONE OR GRAVEL STRUCTURAL ENGINEER MUST BE CONTACTED FOR SPECIFICATION 'T LOCATIONS FRAMING,MEMBERS saM FOUNDATION OR DETAILS SHOWN ON THESE 8.FOOTING SHOULD BE FOUNDED ON VIRGIN SOIL IF EXCAVATION TO aoF EIEV DOES NOT UNCOVER SUITABLE MATERIAL,EXCAVATE OF ENGINEERED FILL EXCAVATED SITE MATERIAL MAY NOT BE ADEQUATE CONTRACTOR MUST ENSURE MATERIAL IS SUITABLE BEFORE FLOOR DRAWINGS. ADDITIONAL Y4r MAX IF UNSUITABLE MATERIAL STILL EXISTS,CONTACT STRUCTURAL ENGINEER - USING MATERIAL BELLOW SLABS. 4.ALL STRUCTURAL MATERIALS I MEMBERS SHALL BE FREE FROM DEFECTS THAT MAY 7.NO MATERIAL CAN BE PACED BELOW SLABS WITHOUT APPROVAL B.SLAB TO BE REINFORCED WITH 84-WIAxW1A WWF ��ASEMENT FLOOR PLAN PLAN REDUCE TIER STRUCTURAL CAPACITY, S.BACIffILL FOUNDATION WALLS 4'd'MAX ABOVE FOOTING UNTIL THE FIRST FLOOR FRAMING E COMPLETED AND THE SLAB q POURED. 8,gOWOUy CONTROL JOINTS MUST BE INSTALLED AT LOCATIONS SHOWN ON THE SLAB PUW OR 2D4r MAX A /.ANCHOR BOLTS MUST BE INSTALLED IN ACCORDANCE WITH THE MASSAONUBETTS STATE BUILDING CODE UNO. (;RACI((ONTROL JOINTS SHALL BE CUT USING POWER DRIVEN ABRASIVE OR DIAMOND BLADES JOINTS SHALL BE CUT AS SOON AS THE 10.ALL REINFORCING BARS SHALL BE BO I(31 DEFORMED BARS LINO - CONCRETE SURFACE IS HARDENED SUFRCI—TO RESIST RAVELING AS THE CUT IS MADE,AND BEFORE ANY SHRINKAGE CRACKS - FORM IN THE CONCRETE.THE PROPER TIME FOR CUTTING WILL VARY FROM 8 T)18 HOURS AFTER PLACEMENT.JOINTS MUST BE CUT NO (1 � O O LATER TIAN 18 HOURS AFTER PLACEMENT.SAWCUT CONTROL JOINTS MUST BE VI SLAB DEPTH. J REINFORCING SHUL BE CONTINUOUS THROUGH THE SAWCUT JOINTS. Hilinski Residence _ ---- --- 558 Scudder Ave., F Hyannis Port, MA i— — — — — — — — — — — — — — — -- ........_ .. .__....._ ... ..... j-I I (2)-2112BEAM _ , l I I (2)-2A2 BEAM(2)-2XIOBEAA/ ( I D e n l e l H R e Y n o -2A0 BEAM A hi l 0 e Architecture S Design (2) (2)-2t12BEAM i I• -- Coneulte i 11-7/S'WOIST a Ir O.C. CTURA TR anvEEx�vc� OLUTIONS,LLC � I I O I I I 107 KING STREET,LITTLETON,MA 01460 (973 r4)11 l 1(9]8)48695%PAX I WWwASB CUM ...in � ontre cl or c MARKGRENIER,INC. BUILDER ' --- � (3)_-1 t-x lWLVL FLS H m :I.ji::i.__--—_J- ----.._—_—_.__--..._-_�-I.__I (•--i—_� _.—.-. __ ___.d._ -..- -_ffl- ii ------_—---_-- 1IiifI _ —.---- Ge1HNn0V.9GeA R�mNrONHUaIbSITE,mlE RM p1eAi3 (N CO27O sSUMIN1l1UI TeS 08 �778-28 L J L o o o o 3 --I Ile o 7 all ID xa 7 L — 41- (2)-Z,10 eT N: Ef BEAM BELOW 1 - --- --- -' --- I ; , Ce0Y rI0h l[ I I ;i : STRUCTURAL NOTES: — — — — — — — — — �- n,a R.� �e web. r — - -- GENERAL NOTES: ti _ ._ ... _ _.......r : 1.CONTRACTOR TO VERIFY THAT ALL DIMENSIONAL CONTROLS ARE ADEQUATE PRIOR TO CON3TRLICTON. _..-- 2.CONTRACTOR TO VERIFY THAT ALL APPLICABLE PERMITS ARE IN PLACE PRIOR TO CONSTRl1C1`10N. ! ®g ! ". _ - 3.STRUCTURAL E NGINIEER MUST BE CONSULTED FOR ANY CHANGES TO BEARING WALL LOCATIONS,FRAMING,MEMEIM SUES. FOUNDATION OR DETAILS SHOWN ON THESE DRAWINGS - -'--"--- 4.ALL STRUCTURAL LMTERULLSIMEMBERS SHALL BE FREE FROM DEFECTS THAT MAY REDUCE THEIR STRUCTURAL CAPACITY. 5.CARE MUST BE TAKEN TO ENSURE THE CONCRETE CORE OF ALL LA LY COLUMNS REMAINS INTACT. (2) ZOO BEAM BELOW i I WOOD NOTES: D r-a•I o g I o/o r m e 1 I 1.ALL START ARD SAWN LUMBIER EXPOSED TO WEATHER,IN CONTACT WITH GROUND OR IN CONTACT WITH CONCRETE SHALL BE •PRESSURE TREATED SYP.NO.1 OR BETTER U.N.O. j .e 09.11)(15 2 ALL STANDARD SAWN LUMBER NOT DOSED TO WEATHER SMALL BE SPF NO.1 I NO.2 OR BETTER OR HEM-FIR NO.1 OR 1 _ __-_--_.. BETTER U.N.0. "" 3.ALL BUILT-ij MEMBERS SHALL BE FASTENED TOGETHER BY 2 ROWS OF ISO NAILS®1S-O.C.MIN.U.O.N.BY MANUFACTURER. - 4.ALL I,MATERIALT08E 20E MIN. 5.ALL WOISTB MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER GUIDELNES. " - _--....._- -' e®a DReTnelde me 14A000.STTOOA _ S ALL STEEL CONNECTORS MUSE BE INSTAI 1 cn IN ACCORDANCE WITH MANUFACTURER GUIDELINES .._-_ 7.ALL WALLS RUNNING PARALLEL TO JOISTS SHALL BE SUPPORTED BY BLOCKING 019'O.C.OR DIRECTLY BY A DOUBLE JOIST. _"-"___ re 114' 1'• S.SOUND BLOCKING MUST BE INSTALLED BELOW LOADING BEARING WALLS- S.INSTALL MIN.OF 2 ROW3 OF SOLID BLOCKING AT 1/3 POINTS OF ALL JOIST SPANS TO REDUCE VIBRATION AND DEFLECnow 10.LVLS AND WdsT3 LAST BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FIRST FLOOR 11.CARE MUST BE TAKEN TO SUPPORT ALL COLUMN I POINT LOADS FROM ABOVE WITH SOLID BLOCKING AS NEEDED:-" FRAMING PLAN 12.ALL BEAMS MUST BE SUPPORTED BY(2)ZIA BUILT-UP COLUMN MIN.U.N.O. - - 13 LVL BEAMS INiFNDED TO BE SUPPORTED FULL WIDTH X T DEPTH PAN.TYP.U.N.O. (j)FI RST FLOOR FRAMING PLAN 14.ALL FLUSH FRAMED CONNECTIONS REQUIRE METAL CONNECTORS U.N.O.ANY SIMPSON HANGER INTF?NDEDFOR MEMBER 1/4 "_ •-0^ SIZE BEING SUPPORTED,IS SATISFACTORY. _ .e Silo Hilinski Residence --- -- 558 Scudder Ave., Hyannis Port, MA ' I j�4 ( Don IBI H Reyn 010s Architecture & Design - - -- ----- — - --° ( C e°......... C D n r.I t.n t.: - - - - - - - - - --(2)-ar,o BEAMBELOWow - II,. 11-7/S'W01Sr®,S'D.C. ..., TRUCTURAjL ENdINEERII.TO SOLUTIONS, M00107 KINGTRE , IEro 14 iK ------------------------ ----------- (978)9n-0wJ i(97e)4e5-sssa FAX I wwwAMsaoom C.olraet.r: (3)-1 r x,8'LVL FLUSH,TW. !I _I MARK GRENIER,INC. LDER 109IROUTE 1 ...-._..._-...._.._. .._...... ......__... .._..._.-. ..._..-.. _ __ 006TT&7199 1 S2 UNDAO HYANNM MA O7W M.GRETNER@COMCASTJET I Gen.r.1 Nut- 1 b O O O O — ED 10 - — i7 j I 8 1 a 1 -- = �' I 3 i 1 3 � I 1 , i z — ------ - lii� p' - i z - I— O_ CY- O E! 0I — j 0 3 I l ° o , -- — -- — — _-....... i — - zw I 1 I 1\.J ._ - -- ._.....-- __...._. ..-_..._.... __ __IL.._._ __...._.. .... �I I / ! � J I cDDrrlent: i I r i D—I n9 Information. :.e 09-100JKnepper DR a yn.l1n 24AUGUST2009 111'-1'•0' • SECOND FLOOR PLAN SECOND FLOOR 4"-�'�" FRAMINGPLAN �� S 12 0 Hilinski Residence 558 Scudder Ave., Hyannis Port, MA Don III H Re yn ol0e II Architect Ure 8 Deel9n i i •zOza — -- Conaollanla: STRUCTURAI- ENGINEERI7VG OLUTIONS,LLC 107 KING STREHT,LnnETON,MA 01460 (970)grY l 1(972)49"594 PAX I y/Tyw.A.S03CCOaa Contractor: (3)-2}x 1S'LVL FLUSH,TYP. i MARK GRENIER,INC. BUILDER KYANTM 109R00TEA UNRibf l 1 ' --...�•� —-f.. _.:.I— KGREM029COMCASTJIET Can a r a I x n t a a: ---_ Lr. _ / d ® o _ 3 u A. 2 — -- --— F I.58 IT f - _J IT a 1w D.C.TYP. 3 " ° ! L : I, / -- ---- I -- (2)-t}x 20'LVL C O p Y r l D h l II FLUSH.TYP. I — _ a L-------------------------- — — -- drt D raaln Informs lino: .e 00-1000 JKne DDar --__--___— 21A000ST2000 110'- V-0' — • ATTIC FRAMING PLAN ATTIC 1/4"=T-0" FRAM ING NG PLAN - �� S 1 3 0 Hilinski Residence 558 Scudder Ave., Hyannis Port, MA i D e n I e 1 H Rey n o l o e ! ' Architecture 8 Deelgn I i .00:e I i zx12®1r O.Q — Coneoltenll: S TRUCTUP—Ai. — OLUTIONSR,LLC 107 KING STREET,LIT LETON,MA 01460 (978)BT Wl 1(978)48"5%FAX I WWWASBSHCDM (3)-1314•x18'LVL IUi III - FLUSH BELOW 1 11-7J6'hJolsr 018.0.C.,TYP. 11-7/6'IJOIST e le-O.C.,TYP. Ip (3)-131a•x18'LVL Co a re e l o r: FLUSH BELOW I I III III MARK GRENIFR,INC. BU LDER (3)-1�'x 18•LVL FL113H,TYP. I II (3)-1�'x1LVLFLU3H.TYP. 3/4'x 18'LVL FLUSH,TYP. III 8• Hag ROUTE 0 9 I1-pJB I'i�WNST 1B'O C: _.. _. ".. ._ IrcANNIs,MAA 0�01 01 --- - —! — -- - — 4'x'16•LVL FLUSH.TYP. I - - --.— 50&A1b7M I I �- III �--- —�"-- � � I A � on: aL� tn�woeJcasrlaET 1:--1 Rot _ I III III n (2)2x12a Ir O.C. ,� _ IIII III ,� (Z)2x12�12O.C. f x - x III 1 ;:I a III- FLUSH � i o !1 II IIII III =- C; I- III IIII $ i o x !I III IIII � o i zx12012-O.0. .... ----_..___... - � _ II -: � IIII x ISLVLRUSH, s III ib 1 �- I -� - _ — IIII �I II 7 �tr . i lirr �,. II �'`I : (�)zxlz lr oo. - 11 3/4"x 161 LVL FLUSH,TYP. (2)2x12 OG I � 1 III I -I = - �---� II 11-7A'IJOISf®16.O.C.TYP. 11-7JB'I_"Sf®16.O.C.. — — — -- _ ----- ------------- 13/4•x 18•�LVL ,TYP. IIII �� II III (FLUSH,�18'LVL C o p y r i g IN—I (3)-1314'x 16•LVIL e.�. >.. IIII tl IIII FLUSH BELOW L_—— .._._ -------..I ..----- III -- ----- ) —— --------FETISH BELOW 202 @——O.C. -- ..—'—'—_-_--_.-- - Dr ex I n g In l o r m e t l o n: 00.1005 JNo aDDer DR.ynoldr 2/A U O U S 7 2 A 0 9.....___...—.... __._.—..—___—. ROOF FRAMING PLAN ROOF FRAMING PLAN .� S 14 0 .t CONSTRUCTION NOTES: SIMMONS POND 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF cRAI THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. EA0H 1.{ ROAD RO � MAA'S7'ON HYANNISPQRr oo ANue 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING GOLF cou�sE �GP�� SITE BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 0 0 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. Z 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 IRVING HYANNIS SQUAW NUE HARBOR PVC. UNLESS OTHERWISE NOTED HEREIN. ISLAsouaw ND d' �c -.� 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C ISLAND ROAD W PLAN BO HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE Q x `0.9 NSF CA7NERINE yy RYq PAGE 11 LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 21.1s LOCUS MAP a. N REALTY 15.255 TO THE TOP ELEVATION OF THE SAS. 20.4 TRUST Scale: 1" = 2000' 00 1;� 6. INSU AN 3A L PCIPES OVER AGAINST FREEZING AS REQUIRED WHEN M x 2L PLAN g40K 289 p 1.) LOCUS AREA IS COMPRISED OF: o x 21.3 x 22.0 N/F EDMOND A, COUE 97 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE BARNSTABLE ASSESSORS MAP 287 PARCEL 158 m ARE GRINDER DISPOSALS. LOT 2 PLAN BOOK 615 PAGE 39 OWNER: ViNCENT A. WOLFINGTON Z • 21.9 AU x 21 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT II 4545 42nd STREET, SUITE 202 -I 20,4 x x X222.2 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL WASNINGTON DC 20016 CL tiry 22 X 23.4/ EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CB/DH FND X. CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT DEED BOOK 3,510 PAGE 267 2.1 i_x _2 LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL 2•) ZONING INFORMATION 21.0 21.9'I/ 22°2 x 25� x 26.8 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE ZONING DISTRICT: RF-1 22 .9 x 22.0 ;n x 27:2 2 x , -- - a x ,x AN APPROXIMATE WAY ONLY MAY NOT BE LIMITED TO THOSE x � 28.7 LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN OVERLAY DISTRICT: AP - AQUIFER PROTECTION 214.32'22.7 Z5 25, - $ - SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM CURRENT ZONING REQUIREMENTS 20•6 x 22.4 �- �' ? 82-07'S5""E �' BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR MINIMUM AREA: 44,000 S.F. s 26.2 9 29.5 t 29.6 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 315.80' ti 29 f MINIMUM FRONTAGE: 20' ?� / . 7 8 Q TD WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE v_--.._- � . -��" _ 30 -- TO LOCATE. THE UTILITIES EXACTLY. IF ELEVATION INFORMATION ?1°3 - �'l6 DECK, EXISTING w `_ ._.__._.___ N.�-- -------- THE CONTRACTOR SHALL MINIMUM WIDTH: 125 x 208 x DIFFERS FROM PLAN INFORMATION, FRONT YARD - 30 SIDE & REAR YARD = 15 RESERVES GARAGE/COTTAGE w W pRppO� WA i01.48 N NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT 3.) COMMUNITY PANEL NUMBER 250001 0008 D - L / ;'` % �"" w --_._._ W R LINE -- OTC /D FND UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION INVERTS / THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA ~ " - _ '' / 29.2 x - -.w w x 29°6 19-50 30.8 OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE AS ZONE C, AN AREA OF MINIMAL FLOODING. t - x 23°6,'`" - - J/ 7 3 / x 28.8 29•o w ---_._- _ 30.1 31.o IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS 10 m % 7 .-----'� w 3� DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL ' 1 29.0 W oc�v ,n J ,-' i 28.8 1 x 30°3 x 30.4 31.2 UNDERGROUND UTILITIES AS REQUIRED. - 22 00- V x x 22.1 00 312 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE 2 o _ _ �� ., x 29/.7 - __-. 6 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE a� Q co 2 , /x 26.1 ' / 31°sx APPROPRIATE UTILITY COMPANY. X 8.3 I 32 ti �- 44,000 SQ. FT. ,� x 10. PROJECT BENCHMARK: DATUM NGVD 1929 4 22,5 31.7 22.8 �.- ;: x ,-� x'24.0 i --- � 23 ___ �; m 1.01 ACRES / x 27',a x 2a°a - ; ' RM 14 N FIRM MAP 250001 0008 D - I- C-) v x 28.2 ;SS N 1 ;� ,-- _ - 32• x 32.2 � HYDRANT BONNET BOLT ® ENTRANCE OF x 2s•6 \ :0 ' a 1 r `--" 32°9 HYANNISPORT CLUB AND IRVING AVE. EL. = 66.66' J 2 4'9 / rn1 x 32.3 32 32.6 33 . TBM: = SPIKE SET IN UTILITY POLE # 19-52 n/ x 27.2 1 to 1 x 31.6/ x'32.7 - F� : - L. -• _.._... 32.6 � � n 4414 (NGVD) -- x 25°9233 = _ i 32,� J 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE n r BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. , N r 12.__TH PROPERTY IN INFORMATION_ H ELINESOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION Q V 45.1 x 25•2 # 25•s x 27s / z '' - CONSISTING OF PLANS AND DEEDS. THE EXISTING / x 24.7 x 2s.3 1 ` r"' - " FEATURES SHOWN HEREON WERE OBTAINED FROM AN Tp #1 x 27.4 r x 33,7 25.0 r' ,� /J f x 33.2 _ ON THE -GROUND FIELD SURVEY PERFORMED BY _. ....- %/c�4.9 x. 26°0 ti''26.2 - x 33.8 34.7 34.8 , NYE & HOLMGREN, INC. 01-03-05, THRU l M BAXTER x26.9. ' J 01-11-05. 25.3 / ' 34.6 � ' PLAN REFEREN CES: TP #2 �, ,r� _ PLAN BOOK 388 PAGE 47 24.4 / 32.8 3 X_. PLAN BOOK 289 PAGE 97 ,�y `` b >>•q$,3 /� '' 33.2 _ _ 1g0.0� 35.2 ; PLAN BOOK 64 PAGE 11 ' PLAN BOOK 325 PA p� , �4.o i 35°8 B GE 81 / 25.4 /84 '' / / ,' x - / 1 25.5 x 64' 3 - 33.2 x S 14 A6 i'/ P SOIL LOGS DATE: NOVEMBER 18, 2004 ` 26°02s.9 x 6 Jr �g2,61 ( x 33•s x CB/DH FND 36 51 35.3 1� P#=P 10,853 x ;' 37 � - , 32.6 ; x 35.5 26.2 S ; 1.8 x 33.7x xr 33°9 37.2 SOIL EVALUATOR: STEPHEN A. WILSON, P.E. --- L � ,x3 37.1 B. 0. H. AGENT: DAVID STANTON, R.S. ,--- 33.s , 43 x 26.4 26.2 i 4. 35.3 9 ' TEST PIT 1 TEST PIT 2 � J'rJrs Scudder A 26.2 x , ' 38 G.S.E. = 25.5't G.S.E. = 25.3't ( u r Venue r 34.1 O" AP On AP / Port, Massachusetts r Y33°D - $ H annis rt SANDY LOAM SANDY LOAM 'x 3s.1 �+ y 7" 10 YR 3/1 9" 10 YR 4/2 , ' ' , '/ - 39 _3.9.0 � PREPARED FOR _ - �'3f.9 ' BW B ! Y ^-- Alicia U. Wolfington, Trustee SANDY LOAM SANDY LOAM 17" 10 YR 4/6 20" 10 YR 4/4 C 1 C TITLE SANDY LOAM MEDIUM SAND Septic System Plan 22" 10 YR 5/6 120" 10 YR 6/6 DIST. LINE IN N C2 MEDIUM SAND `r BAXTER NYE ENGINEERING & SURVEYING 3/4"_1_1/2" DOUBLE WASHED STONE DESIGN SCHEDULE ELEVATION 120" 10 6/B GARAGE SLAB 28.5t Registered Professional Engineers and Land Surveyors 21' 78 North Street 3rd Floor, Hyannis, Massachusetts 02601 PERC o 48" (EL = 21.5) 2 25' 2' SEWER INVERT AT FOUNDATION 24.2 y RATE= >2 MIN/IN UNABLE TO SOAK SEINER INVERT INTO SEPTIC TANK 24.0 Phone - (508) 771-7502 Fax - (508) 771-7622 �O f PLAN VIEW SEWER INVERT OUT OF SEPTIC TANK 23.7 INSTALL ONE INSPECTION NOT TO SCALE SEWER INVERT INTO DISTRIBUTION BOX 22.7 PORT ro EXISTING FlNfSHEO MADE OVER LEACHING TTRENCH O 6 BELOW 23.0t GRADE 20 0 20 40 � 9C3t8 GARAGE Fl.00R CONSTRUCT accEss TYPICAL SYSTEM PROFILE SEWER INVERT our of DISTRIeurloN Box 22.5 SEWER INVERT INTO LEACHING CHAMBER 22.3 SCALE IN FEET rELEV = 28.5 MANHOLE OVER INLET COMPACTED FILL 1 TO TANK"TO AT LEAST NOT TO SCALE 9• (min) Cww " ' S 12 BOTTOM OF LEACHING CHAMBER 20.3 SCALE: 1 = 20 �s (m07) C01°r FINISHED GRADE WATER TABLE: NONE OBSERVED AT ELEV. 15.3 WITHIN 6 FINISH GRADE �ONAL� 2" LAYER 1/810/2" 2S C7 i FINISHED GRADE OVER TANK = 28.,Ot FINISHED GRADE OVER D. BOX = 24.5t DOUBLE WAS STONE 36"MAX.-9-M �� �� COMPACTED FILL�� OR GEOT> FAQ LEACHING�MERS __.__L__ / / / TOP OF Leaching Area Requirements a 8"MIN. 3• (mi 2" U1YER DOUBLE WASHED CHAMBER ' CHAMBER / STONE 1/8 TO 1/2 _ 4" SCH. 40 PVC s 4" SCH. 40 PVC FIRST 2' (TO BE LEVEL) IN=22 3 OR GEOTEXTILE FABRIC IPE INVERT TYPICAL) (6 3 BEDROOMS AT 110 GPD EDROOM 330 GPD DATE: 05/18/07 N ADDITIONAL 50% FOR GARBAGE DISPOSAL N/A GPD 24" °•/"'�" ~+ min + 1 WT. 3/4" TO 1-1/2" EFFECTIVE PERC RATE _ MIN. INCH (CLASS 1 ) Y to' GAS BAFTLE " N W DOUBLE WASHED 6 SUMP 4 SCH. 40 PVC r DEPTH ., CONSTRUCT ACCESS 3/4 TO 1-1/2 DOUBLE N _ MANHOLE OVER INLET w STONE _ • TO TANK"ro ar LEAST wA�H oN � LIAR 0.74 GPD/S.F. ' "J WITHIN 6 FINISH G s" cam' • STONE ELEY-20.3 T MIN. LEACHING AREA OF S.A.S. . Isp REINFORCED CON. �_4' . . 4' 4' N0. BY DATE REMARKS v, �• STnNE &1SE IXIS7ING SOILS TO BE REMOVED TO THE C 330 GPD/ 0.74 GPD/S.F. 445 S.F. MIN. FOOTING • ' 5' MIN " - DRAWN BY: MTM DESIGNED BY: SAW H :,- . <�,�,'•y^:•.r•`'.'�•'r•_ r:,.:'••ww,<.• .�' . ;.••:•`z"r!: HORIZON SEE CONSTRUCTION NOTE /5 SECTION _ DRAWING NUMBER HEREON. PROPOSED SYSTEM: SIDEWALL 12'+25' x 2 x 2' = 148 S.F. C EC ED BY: SAW NOT TO SCALE ( ) NO GROUNDWATER OBSERVED ELEV. 15.3 , BOTTOM 12 x 25 = 300 S.F. 0: 2004 04-148 SUR wrksht 2004-148SP-LOT2.dw 1500 GALLON SEPTIC TANK (H-20) DISTRIBUTION BOX SOIL ABSORPTION SYSTEM (SAS) Y, r0 BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE LEACHING CHAMBER (TYPICAL) PLASTIC LEACHING CHAMBER DETAIL 448 S.F. 2004-148 WS -------------- ------- - SIMMONS CONSTRUCTION NOTES: POND 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN C,AIGNu-E ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE EACH ROAD DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF HYANNISPORT p0�' NUON THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. COURSE SITE NOTE: GRADING AROUND FOUNDATION AND DRIVEWAY TO BE IN 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING ACCORDANCE WITH LANDSCAPE ARCHITECTS PLAN. BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE N CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. ' c � L1j FAR �-� .1� 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, �qZ _, ,._ N F PLAN BOOK 64 N011FY THE BOARD OF HEALTH AGENT FOR INSPECTION. IRVING HYANNIS a Cq TNERINE PAGE 11 a. W RYAN REq�n, 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 SQUAW NUE TRUST, 00 PVC. UNLESS OTHERWISE NOTED HEREIN. ISLAND00 BENCHMARKSQU ISLANDAROAD M SPIKE SET; ='' PLAN BOOK 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C EL. 21.47 '' ; N/F ED 289 PAGE 97 HORIZON" FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE ' r'?r ° AMOND A. COUTURE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR LOCUS Map m f '% ;! 15.255 TO THE TOP ELEVATION OF THE SAS Scale: 1" - 2000' ' . _ f a // 4 j ti: , fir%��-� 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN J ' ` . LESS THAN 3' OF COVER. 1.) LOCUS AREA IS COMPRISED OF: �- / ryq, Y 'r�-? � /f` CB/DH FND BARNSTABLE ASSESSOR'S MAP 287 PARCEL 158 � �_ 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE -- � �,�'�4_� LOT 2 ® PLAN BOOK 615 PAGE 39 GRINDER DISPOSALS./% f OWNER: SCOTT F. HILINKSKI 2 SPRINGDALE AVENUE '- - 1 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE AT WELLESLEY, MA 02481 ---- 2 W- ,- ' ,\ "` 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL DEED BOOK 23,353 PAGES 123-127 i ,d �''� - Zs EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT tCH LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL 2•) ZONING INFORMAl10N / 9 29' EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE ZONING DISTRICT: RF-1 21 __ r �, / -t •\\ _ , R; - __ _ 30 - LITIES ARE SHOWN IN LOCATION OF EXISTING UNDERGROUND UTlOVERLAY DISTRICT: AP •r AQUIFER PROTECTION - ,. --------------- -- �" AN APPROXIMATE WAY ONLY MAY NOT BE LIMITED TO THOSE •0' -' x l PRDP061< DR>�rAYMINIMUM CURRENT ZONING REQUIREMENTS ;' ,' SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM AREA: 44,000 S.F. Q / 9 s. - ;' � j / w w ti w_� t _ _ ` FND BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR MINIMUM FRONTAGE: 20' / ,-' - ~ .�. Y , - ----sir r= 19-50 n, AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ' ' r -� -- _ `� �' _ WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE MINIMUM WIDTH: 125' v� m ,-' � f � I � �` _ __ w ----._ - , CIVi ' --- ----W-== w 31 M TO LOCATE THE UTILITIES EXACTLY. IF ELEVA11ON INFORMATION t / - sue. w. . _ FRONT YARD = 30 SIDE & REAR YARD = 15 22 �. �o v -' / ; ► - (r .` w _-w- DIFFERS FROM PLAN INFORMATION THE CONTRACTOR SHALL 3.) COMMUNITY PANEL NUMBER 250001 0008 D =' A ^w -'- f - GARAGE UIDER �� V- �� 1O•00' - N011FY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA 2 0 __ _ '� I - UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS AS ZONE C. AN AREA OF MINIMAL FLOODING. a 1C ,f` i 1 , �, X ,_- -------____ - - OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE 1 IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS / t I ` s_ - 32 DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL 2 � \ f *n J 20! I -'`�j UNDERGROUND UTILITIES AS REQUIRED. 23 MINc � ` l c� "IDT i A � - -- - ___ y' z '�P 9. THE PROPOSED U71UTY CONNECTIONS SHOWN HEREON ARE 2 -/ a \ , i PL* SM 388 PAGE,41 2 _ - - I ''`' SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE '14►594t 9IL . : -" APPROPRIATE UTILITY COMPANY. 1.02t ACFIES (� 3 t J " - -- / _ i ! r "�l 10. PROJECT BENCHMARK: DATUM NGVD 1929 RM 14 - FIRM MAP 250001 0008 D HYDRANT BONNET BOLT ® ENTRANCE OF ti� O 00 / `/ /f % , �� - '�� f"' HYANNISPORT CLUB AND IRVING AVE. EL. = 66.66' ~ / '/ IBM: = SPIKE SET IN UTILITY POLE # 19-52 EL. = 44.14' NGVD/ / o TP Y t } f , _ \� "/ ;! 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE u Lv - SOII, LOGS DATE; NOVEMBER 18 2004 3 L'� ; " BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. --- 1 z1 1 =r lO�OJ� �� �! \\ r/, /,- �/ / /i l , ,' '. ,; y 1 12. THE PROPERTY LINE INFORMATION SHOWN IS ' ,/ �`' ' BASED ON CURRENT AVAILABLE RECORD INFORMATION SOIL EVALUATOR: STEPHEN A. WILSON, P.E. \.a $ CONSISTING OF PLANS AND DEEDS. THE EXISTING - �� 8 i FEATURES SHOWN HEREON WERE OBTAINED FROM AN B. 0. H. AGENT: DAVID STANTON, R.S. � \ ON THE GROUND FIELD SURVEY PERFORMED BY 71 rEsr PIT rEsr PIT 2 / ,;., _ , z r _: -- - :, "` BARTER NYE & HOLMGREN, INC. 01-03-05 THRU G.S.E. = 25.5't G.S.E. = 25.3't ,,'' i X .,.� ��✓ '�- _� ; yl, �/ , ,r ; ���' ,;� �� 01-11=05. ' / r PLAN REFERENCES: . " x r - 0 AP 0 qP //, ,\ IAT 9A r ,., �' / ;, i� `___ _ --'PL1E PLAN BOOK 388 PAGE 47 ,: " �.,. i SANDY LOAM SANDY LOAM , ' '^ .,._ 1 PLAN BOOK 388 PAGE 47 � `-yF n / f' f` / ( '�- / � `3� =' __�-� -�< �'" r` 19-51 7 10 YR 3/1 go 10 YR 4/2 ' �, ;, ,..� 1 i y 7., CB/DH FND / - �� ;;, k �-� / / :,. ' � ��> ,� PLAN BOOK 289 PAGE 97 45,7W* SQ. FT. r, _ PLAN BOOK 64 PAGE 11 / 1 B �fp F> ? c:..` f r / _. :, r' r !' 1N 37 PLAN B 1.05t A ;... . `, ✓ �'-1: �. - -_ N PAGE 81 w � '' _ ,- BOOK 325 SANDY LOAM SANDY LOAM ' 7. _. _ 17" 10 YR 4/6 20" 10 YR 4/4 SANDY LOAM MEDIUM SAND / - , f / ` \ r� ,; / ,, t _1 4; - _���►�!!!!! it 22" 10 YR 5/6 120" 10 YR 6/6 ------ I o / �/ . 2 �, �� / f i f / l �'.� � 39 MEDIUM SAND \ � ,-_.:y . -� -� f / 1 -i" - B/DH FND Eon 120 10 YR 6/8 /. % "�✓� . ;: y'a 558 Scudder Avenue PERC O 48' (EL = 21.5) RATE- >2 A�IN/IN .0 _ - ----- ' ti UNABLE TO saNc Hyannis Port, Massachusetts X ::. PREPARED FOR s Scott F. Hiiinski Uw CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED Septic System Plan BY THE DEPARTMENT OF ENVIRONMENTAL ` ,--/ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ELEVATION PROTECTION AND THAT THE ABOVE ANALYSIS `' DESIGN SCHEDULE WAS PERFORMED BY ME CONSISTENT WITH THE DIST. UNE IN TOP OF FOUNDATION 33.0 REQUIRED TRAINING, EXPERTISE AND EXPERIENCE GARAGE SLAB 24.0 BAXTER NYE ENGINEERING & SURVEYING DESCRIBED IN 310 CMR 15.017. ' ' ' ' ' ' ' ' 3 4'-1-1 2'' ' ' ' / ' ' r / / , a SEWER INVERT AT FOUNDATION 23.9 DOUBLE WASHED STONE SEWER INVERT INTO SEPTIC TANK 23.2 Registered Professional Engineers and Land Surveyors 5T SEWER INVERT OUT OF SEPTIC.TANK 22.9 78 North Street-3rd Floor, Hyannis,Massachusetts 02001 SIGNATURE DAIS 4 65' 4' SEWER INVERT INTO DISTRIBUTION BOX 22.8 Y SEWER INVERT OUT OF DISTRIBUTION Box 22.s Phone - (50$) 771-7502 Fax - (508) 771-7622 TYPICAL SYSTEM PROFILE PLAN VIES SEWER INVERT INTO LEACHING CHAMBER 22.3 �a TEPHEN INSTALL ONE INSPECTION NOT TO SCALE PROPOSED TOP OF FOUNDATION FINISHED GRAOE OVER 20 0 20 40 NOT TO` SCALE PORT TO 6 BELOW GRADE BOTTOM OF LEACHING CHAMBER 20.3 33.0' SET rrritrioLE TRENCI� '" 24.0.+ WATER TABLE' NONE OBSERVED AT ELEV. 15.3 No.30216 OR 0 F90H GRADE a COVER o GRADE (tALSUBLO COMI CTED FILL o-SET COVER a Ets t o RISERS a COVERS SHALL. BE WA7ENnG"t 9- (�) Cow 12' SCALE IN FEET � a,� STE F aaDE OVER TANS = 2&0.t 36' (a=) cover SCALE: 1 = 20 !clldAt F11+NSFED GMBADE OVER 0. BOX = 2L t 2- LAYER 1^11/2' FINISHED GRADE . STONE " �- \ \ \ . .� .� \ \ \ Leaching Area Requirements CL OR c;EOtExnl>` FABRIC 9 M CULTi:C 36 MAX.-9 MIN. \�\COMPACTED FILL\�\�\ 3- LFACHING CHAM 2" LAYER DOUBLE WASHED -�- • • ' TOP OF 7 BEDROOMS AT 110 GPDAEDROOM = 770 GPD :': FIRST 2' C►Ir1MBETt STONE 1/8 TO 1/2 �nCHAMBER ADDITIONAL 50% FOR GARBAGE DISPOSAL N/A GPO c f 4" SCH. 40 PVC 4'sm 4o PVC " _ (TYPICAL) W N 23.2 w ) OR GEOTE MLE FABRIC �° IPE I _ DATE: 07 28 09 -� PERC RATE - � MIN. INCH CLASS 1 / / 7:77 ' 4• PVC (t49' ) r 4" SCH. 40 PVC 24' EFFECTNE " " `ef 24" / ) t L>A - sL�LP DEPTH eoT. 3/4 TO 1-1/2 N EF�CIIVE LIAR = 0.74 GPD/S F. y INV IN 22.8 :. U r. ouT=2Ze DOUBLE WASHED DEPTH Y STONE 3 4 Tn 1-t 2 STONE "STONE G AREA OF S A.S. RIaRcm CDL�RErE LLAFFLE ' BAFFLE a'CRUSFm 6 BASE / WASHED/ DOUBLE 6 BASE MIN. LEACHING :'. STONE BASE ,,. 770 GPD/ 0.74 GPD/&F.= 1041 S.F. MIN. 1 SAW 8/31/09 S.T. BAFFLES & WATER UNE La 111 U FOOTING STONE BASE ExisnNG sons TO BE REMOVED m .THE "c 4' 4' 4' PROPOSED SYSTEM: SIDEWALL (12'+s5') x 2 x 2' No. BY DATE REMARKS P-cl� 2,500 GALLON TWO.OWARTLINT SEPTIC TANG BOX s MIN HORIZON' - SEE � NOTE /5 SECTION BOTTOM 12' x 6 -1780 F. DRAWN BY: MTM NED BY: SAW HECKED BY. SAW DRAIMHVG NUMBER Ham' NOT TO SCALE ROtONOO Se x 14-3 OR EQUAL 10 BE INSTALLED ON A LEVEL STABLE BASE NO GROUNDWATER OBSERVED E ZE 15.3 (CULTEC 330 OR EQUAL) 1,088 S.F. 0° WO GRIM i :MIVRIMM tLiWO GALLM SOIL ABSORPTION SYSTEM (SAS) SEPTIC TANK: 770 x 2 = 1,540 GAL//l�1SE 2500 TWO0: 2009 09-023 SU wrksht 2009-023SP.dw c LEACHING CHAMBER ICAL) PLASTIC LEACHING CHAMBER DETAIL COMPARTMENT SEPTIC TANK 2009-023 CONSTRUCTION NOTES: SIMMONS POND 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE CRAIWU-E DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF SCH ROAD THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. HYAG SPORT J�O�' NOTE: GRADING AROUND FOUNDATION AND DRIVEWAY TO BE IN 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING COURSE gGP� SIB ACCORDANCE WITH LANDSCAPE ARCHITECT'S PLAN. BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. p 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, w PLAN BOOK N011FY THE BOARD OF HEALTH AGENT FOR INSPECTION. V ' OK64 ��, N/F CATHERIN E W. RYgN PAGE 11 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 IRv►Nu HYANNIS d �' REALM TRUST, PVC. UNLESS OTHERWISE NOTED HEREIN. SQUAW HARBOR 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE C OO �, ISLAND ao BENCHMARK " SQUAW SPIKE SET; t. PLAN BOOK - r ISLAND ROAD Y EL. 21.47 / " << 289 PAGE 97 HORIZON , FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE LOCUS MAP O ��/ ��,� N/F EDMOND A. COU�RE 15.255 LEACHIN 0 THE S AND REPLACE TOP ELEVATION OF THE E SAS.CLEAN PER 310 CMR Scale: l° = 2WO' ZQ ' 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN ~ I LESS THAN 3 OF COVER. _.� 1.) LOCUS AREA IS COMPRISED OF: CB/DH FND /ry _rI 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE BARNSTABLE ASSESSOR'S MAP 287 PARCEL 158 GRINDER DISPOSALS. LOT 2 ® PLAN BOOK 615 PAGE 39 OWNER: SCOTT F. HILINKSKI x ti� `- 't' 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 2 SPRINGDALE AVENUE i --'" ____ ;-_' i ' / - '` ; 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL ;q WELLESLEY, MA 02481 2 5 >r�'r �' _ " " s EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF x � ti __ _ ,- - ` CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT DEED BOOK 23,353 PAGES 123-127 _ s a2tirss. - - "'" :>{ .f. LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL - E ' ti9 29 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE ' 2•) ZONING INFORMATION � ,' ,�' �-�=�:.. 313.E - "- ZONING DISTRICT: RF-1 21 ~-, o'/ "---- ____ 30 -- LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN OVERLAY DISTRICT: AP N AQUIFER PROTECTION ` '/ %% AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE •0' -' " ` PROPOSED DRI"AY i� ; SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM CURRENT ZONING REQUIREMENTS ;' - " l /� ,%' /, /-- w w PROPOSED ,�A� UW N C /DH FND BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR MINIMUM AREA: 44,000 S.F. Q 9.y / / ,' w --._ gP50 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES "`' " MINIMUM FRONTAGE: 20' ,J,, - - J - - ; " 'w` w _ . _ V' }1,- WHICH" MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE x _ 31 TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION MINIMUM WIDTH: 125' N m i rr' ', i �� - ca-~ sbT w w. w ` -- DIFFERS FROM PLAN INFORMATION THE CONTRACTOR SHALL FRONT YARD = 30, SIDE & REAR YARD = 15' __ �' ��' _ /� `, I L ? tps 4 u 'w N011FY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT 22 6b= ~---" / tIND� ' G UTILITY CROSSINGS VERIFY IN FIELD THE LOCATION INVERTS 3.) COMMUNITY PANEL. NUMBER 250001 0008 D ^� '�- -'' / !/ `M 1 �� � �� _ _ � '�' ` OF ELECTRIC GAS TELEPHONE & DATA COMM AND RELOCATE THE ,FLOOD INSURANCE RATE MAP DEFINES THIS AREA Q�v o �3' - - b'� `\ K "' ' ---____ J�, / AS ZONE C. AN AREA OF MINIMAL FLOODING. 4�v / /' i I b'`' IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL -' t UNDERGROUND UTILITIES AS REQUIRED.� ED A . 23 �'tv 2 _ , �� ---- _fJ., t'AiN. / ,` .-- -"IDT i - � 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE BOOK 388 PAGE Al a SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE X' x E':;'i::� 44,,5"* SQ. .P'f. ` APPROPRIATE U11UTY COMPANY. J ,- 1' 1.02t ACMES u I � 33 ! �, --' 10. PROJECT BENCHMARK: DATUM NGVD 1929 ------------ RM 14 - FIRM MAP 250001 0008 D _ _ c HYDRANT BONNET BOLT 0 ENTRANCE OF � O O t HYANNISPORT CLUB AND IRVING AVE. EL. = 66.66 ti / O �, i \° %f ;`''` ' u? i - TBM: = SPIKE SET IN UTILITY POLE # 19-52 EL. = 44.14' (NGVD) X ... Tp #') i \� V 1� n � / ,', /', �J . ti „`5 'r •/ J Jam.... .� 11. A TITLE' SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. .r.:.,. W - / - 1 1 TH _Pt O R `ININFORMATIONH WN SOIL LOGS DATE. NOVEMBER 18,2004 ` J 2. Er R ?E- 7Y-LINE , SHOWN S \ ''`' BASED ON CURRENT AVAILABLE RECORD INFORMATION P#=P 10,853 r' TP #2 S j' , ,' ,'' r CONSISTING' OF PLANS ANDS `DEEDS THE EXISTING SOIL EVALUATOR: STEPHEN A. WILSON, P.E. // J a N '� ' /� /'� ' i f ' '� - ', FEATURES SHOWN HEREON WERE OBTAINED FROM AN B. 0. H. AGENT: DAVID STANTON, R.S. OBAXTER NYE &N THE DHOLMGREN INC.FIELD SURVEY POR�03M05 ED BY TEST PIT 1• TEST PIT 2 01-11-05. G.S E. = 25.5'f G.S.E. = 25.3'f J Pf G.S.E. /.� PLAN REFERENCES: A / 0"A 0"A /'JJ IAT 9 --',` I ,' I ,� i i' 'L I PLAN BOOK 388 PAGE 47 P P �r>..�� °�' ( / '�' , ;'� p t9-5t t� PLAN BOOK 289 PAGE 97 r SANDY LOAM r SANDY LOAM �,'/ ti , , PLAN BOOK 388 PAGE 47 �` i. / CB/DH ::FND- ., ►+'" 37 ! PLAN BOOK 64 PAGE 11 ! ,., r �. 7 10 YR 3/1 9 10 YR 4/2 �� ! 45,780t SG. FT. - / 4 1 _ PLAN BOOK 325 PAGE 81 .�0 m , U 1.05f ACRES �' _f�%. V 3 . `, ? t '� .r - ` - BB - ---- SANDY LOAM SANDY LOAM v 17 10 YR 4/6 20 10 YR 4/438 it �- • / S SANDY LOAM MEDIUM SAND r $ \ ` % ,;.. < {'' r' 1 n, , r�\ x 22" 10 YR 5/6 120" 10 YR 6/6 /' ? �,\ �� �,- --------- /� �' �l /t • /a /' J w- e MEDIUM SAND I \ � �B DH FND . ,� `-- --� ..r , � r_. ,� ,� � .'y�,���/,- • ' . 'J �. .. • 10 YR 618 " ? r + t 558 Scudder Avenue PERC A ,�• (� = 21.5) Hyannis Port Massachusetts RATE >2 MIN AN 0 _ UNABLE TO SOAK PREPARED MR i S W4' w � �'• Scott ■ . Hilinski ,- W 0 UW TIRE Septic System Plan CERTIFY THAT IN APRIL 1995, I HAVE PASSED WAX14A' 'THE SOIL EVALUATOR EXAMINATION APPROVED `� =� /` -___ , /• ! , , ,> > , , , d DESIGN SCHEDULE ELEVATION y BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS =\ DIST. LINE IN ! WAS PERFORMED BY ME CONSISTENT WITH THE TOP OF FOUNDATION 33.0 REQUIRED TRAINING, EXPERTISE AND EXPERIENCE r ryVj- GARAGE SLAB 24.0 BAXTER NYE ENGINEERING & SURVEYING ' 014A. ' ' ' ' 3 4 -1-1 2 ' ' ' ' ' ' ' SEWER INVERT AT FOUNDATION 23.9 DESCRIBED IN 310 CMR 15.017. DO BUGLE WASHED STONE SEWER INVERT INTO SEPTIC TANK 23.2 Registered Professional Engineers and Land Surveyors 4 57' 4, SEWER INVERT our OF SEP11C`TANK 22.9 78 North Street-3rd Floor, Hyannis, Massachusetts 02601 SIGNATURE DATE 65' SEWER INVERT INTO DISTRIBUTION BOX 22.8 Phone - (508) 771-7502 Fax - (508) 771-7622 ��-�"°F'�'+s SEWER INVERT OUT OF DISTRIB�IIION BOX 22.6 gaa� EfHI:N CLAN SEWER INVERT INTO LEACHING CHAMBER 22.3 TYPICAL SYSTEM PROFILE ,,,,�„� ONE INSPECTION NOT TO SCALE PORT To 6 BELOW GRADE BOTTOM OF LEACHING CHAMBER 20.3 20 0 20 40 PROPOSED TOP OF FOUNDATION NOT TO SCALE FINWO GRADE OVERrLEACIIING TRI CH • 24.0* WATER TABLE NONE OBSERVED AT ELEV. 15.3 No. <� �;e f aEv = 33.0' SET M90OLE sEr COVER m e•ea ow cxrADE a COVER 0 am (Loov LE) COWACTED FLL SCALE IN FEET R�ERS a COVERS SHALL BE WgUnx;FIf RISERS a COVERS SITAR BE VVERI1GFn' 9- (min) cow 12 SCALE: 1" = 20' nmm ("10") cdY°r FINISHED GRADE Leaching Area Requirements 3 �� OVERFTAW . �� 2• LAYER , , , 2• 9 q FMS!" GRADE OVER O. BOX = 2U* z - STOW FA 9 N cuLTl�C 36"MAX.-9"MIN ��������COMPACTED _ F1EDROOM = 770 GPD LEACHING r _L_ TOP OF 7 BEDROOMS AT 110 GPD/b r wN 2 LAYER DOUBLE WASHED ADDITIONAL 50% FOR GARBAGE DISPOSAL NIA CPO 4• SCH. 40 PVC ''�H 40 PVC FIRST Fe wL (TO BETIQ2 r.EyET.) OR STONE EOTE TILE FATO BR C egN tOCiPE�i _ / DATE: 07/28/09 (TYPICAL) w N - 23.2 - "_ 4. -MTV ouT-229 4` SCH. 40 PVC 24r EFFECTIVE t r / ) �-we lEE (u•1�1) 2• p " N EFFECTIVE PERC RATE - .� MIN. INCH CLASS 1 INv M=22.B BOr 3/4 TO 1-1/2 LIAR = 0.74 GPD/S.F. s- cA aAFFIE DEPTH �• sum our-rlsDOUBLE WASHED 6"STONE c rms REIWORCED CONCRETEeAFFLE = '. 6"BAS STONE 3/4 w ,-,/2 DOUBLE STONE BASE MIN. LEACHING AREA OF S.A.S : ./` srnNE BASE ..•. ,r ,.� '-T 770 GPD/ 0.74 GPD/S.F.= 1041 S.F. MIN. t SAW 8/31/09 S.T. BAFFLES ac WATER LINE i PROPOSED SYSTEM: ISP No. BY DATE REMARKS ;y•�_ -.� e' er I ExIsnNG saLs TO BE REMOVED To THE •c 4' 4' 4' SIDEWALL (12'+65') x 2 x 2' = 308 S.F. FOOTING SIDW BASE 5' MIN HORIZON" - SEE CONmucnoN NOTE #5 SECTION BOTTOM 12' x 65' 1780 S.F. 2.600 QALLON TWO-CANPARTI�]dT 8EPT1C TAW DI'BTii�UT10N BOX HEREON. . DRAWN BY: M1'M D IGNED BY: SAW NECKED 8Y: SAW ORAN7NG NUMBER c ROOM SM x 14--3 OR EQUAL. TO BE NSTALLED ON A LEVEL STABLE BASE NO GROUNDWATER OBSERVED ELEV. 15.3 NOT TO SCALE 1,088 S.F. (CULTEC 330 OR EQUAL) 0: 2009 09-023 SU wrksht 2009-023SP.dw �� cAuoNs SOIL ABSORPTION SYSTEM (SAS) SEPTIC TANK: 770 x 2 = 1,540 GAL/USE 2500 TWO COMPARINENi2 ' M° cAuoNs LEACHING CHAMBER (TYPICAL) PLASTIC LEACHING CHAMBER DETAIL COMPARTMENT SEPTIC TANK 2009-023 NIS