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HomeMy WebLinkAbout0023 JENNIES PATH - Health 23,Jeni-Path, Hyannis ° ° e i, o � o 0 ° l ° ° e s Town of Barnstable P# 6 ofTIM Department of Regulatory Services a►twareeIA • Public Health Division Date MAS& a 200 Main Street,Hyannis MA 02601 Date Scheduled ✓0 0 1 Titne tee Pd. Soil Suitability Assessment Jor Sei ge isposal Perfonhc&8y:" F �N��� A, oN , i ' Witnessed By: �'1�' LOCATION& GENERAL INTORMATION Location Address ? ey) p 0wr4er's Name /I / _ • ¢ �i Address Assessor's Map/Parcel: t U/ f 6 ''� Cngineer's Name t NEW CONSTRUCTION REPAIR) N, ' Telephony II J U� �36ot l S� Land Use- 1 / Slopes(%) _ Surface Stones Distances from: Open Water Body ft Possible Wet Area _ ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands�n proximity to Doles) rL 7*11.00 or J >3 3 5 22 Parent material(geologic) Depth to Betb•Ock Depth to Groundwater: Standing Water in Hole: rt'Weeplhg I)'otn Pit Fltae Estimated Seasonal High Groundwater - ---- --- - ------DE'I'ET I`�IIIN_TTON:rOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing In obs.hole: ___In, Depth 10 soil IrtOUICS: IIL Depth to weeping from side of obs.hole: In. Oroundwuler Adjustment _w _ _It• Index Well H Reading Date: Index Well level Ad�l•factor•ter AtIJ.CJroundwuter Level PERCOLATION TEST Date, Observation Hole Tillie fit 9" - --_ Depth of Perc 170 ` D— =— Time al G' n`.� Time(9''-G") Statt Pre-soak Time @ fJ End Pre-soak Rate Min./Incli Site Suitability Assessment- ilefi s'sed "V Sit.~.Failed: _ o} Addition it Tastittg'Needed(Y/N) Original: Public Health Division Observation Holc Data T6 Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to begiunil.tg. Q:\SEPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG' Hole# Depth from Soil horizon Soil Texture Surface(in.) Soil Color Soil• Other ;! (USDA) Soil Mottling (Structure,Stones;Boulders, Con istenc % ravel 4 DEEP.OBSERVATIONHOLIiI.,46;.1 Depth from Soil Horizon Soil Texture w]FIoIC# Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mot tlin g (Structure,Stones,Boulders. A t L I Consis e c °%G a el 6 LS DEEP OBSERVATION HOLE LOG ure Hole# Depth from Soil Horizon Soil Text Surface(in.) Soil Color Soil Other USDA) (Munsell) Mottlln g (Structure,Stones,Boulders. Coi i to cy,%O ve P DEEP OBSERVATION HOLE LOG Hole# Depth froni%ey. Soil Horizon Soil Texture Surface(in.) Soil Color Soll (USDA) (Munsell ^_ Other Mottling ' (Structure,Stones;Boulders. •.�' Cons' ten a y7- J; l J ' l~ AY r'` <�. i,tom--• t•-�-T,.- Flood Insurance Rate Map. �'J ' ''�r� • R,� __Above 500 year flgod hn_nrdary No_ Yes✓-_ , Within 500 year boundary No_ Yes Within 100 year tloodboundary No Yes . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all area's observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pery eus material? Certification �` `°•� I certifythat on V. ''a'_� � -. ;, t •. (date)I have passed the soil evaluator exafflinafion approved by the Department of Environmental Protection and that the above analy-i%was perfo med,by me consistent with (fie required ' in ,expertise and experiencedescribed in. 10 CMR•15.017. Signature Date QASEPTICU'ERCFORM.DOC TOWN OF BARNSTABLE LOCATION �J�,d/tJ ��S SEWAGE# �Or VILLAGE euehi) ASSESSOR'S MAP&PARCEL s2 f/G INSTALLER'S NAME&PHONE NO. ��,1, C B6ti�/lrl�'o✓ y� g51�o SEPTIC TANK CAPACfTY-,,/e4m 44, LEACHING FACILITY:(type) 37) ,y (size) /0 2f—'Z -Ta.�/'X. t NO. OF BEDRO S .3 OWNER 1 PERMIT DATE: COMPLIANCE DATE: -7 l 3 U Separation Distance Between the: L Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J—T 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 06f/ 4!!:�Oe 4Ov zz—y mr W w 0 7 / / f L L . No. �(J�1'�`03 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(ppYication for Migpogar *pgtem Congtruction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System U individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Z45ro- -it Mk Assessor's Map/Parcel �5�� Installer's Name,Address,and Tel.No. Des' ner's Name,Address and Tel.No. ��� Type of Building: Dwelling No.of Bedrooms L? Lot Size Z sq. ft. Garbage Grinder (/�Q Other Type of Building /r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requir d) 3,j0 gpd Design flow provided 35S gpd Plan Date Number of sheets Revision Date Title aeyj 17 Size of Septic Tank Q Type of S.A.S. Lf - 3 0�� �/at/'�7�0�• /�$ Description of Soil 6�Qj y���i ZS-1(t 7 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The.undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this and of e Lh Signed Date Application Approved by 12 . Date 7" 9 - d R Application Disapproved by: Date for the following reasons Permit No. 2 3 Date Issued 7 Z4pCj �No. .r.....d' Fee ZOO THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ff; PUBLIC^HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application, for'Migpogal * gtem Conaruction Permit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑ Complete System U Individual Components Location Address or Lot No. 'Z3 VC' h`I%� S P'�I)` Owner's Name,Address,and Tel.No. zso-���6 / she Assessor's Map/Parcel Qf Zrs Installer's Name,Address,and Tel.No. Des' ner's Name,Address and Tel.No. h s> ' ��,v�r 9• � 36Z-ys r Type of Building: Dwelling No.of Bedrooms Lot Size _ Z.,4J sq. ft. Garbage Grinder (/C�0 Other Type of Building /� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requir d) Zj,�) gpd Design flow provided 3�D gpd Plan Date Number of sheets Revision Date Title H 6 S Size of Septic Tank 90 L � /s�`/�Ty of S.A.S. � - 3 Description of Soil ?a_1 2_ 9, 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 in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B and of ea Signed Date Z Application Approved by 12 ,S Date 7 Application Disapproved by: Date for the following reasonsr.�,`;,. ——— Permit No. — —q 2=d - - _ Date Issued — 7= - -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS j i Certificate of Compliance THIS IS TO CERTIF ,that the On-site Sewage Disposal System Constructed ( ) Repaired (✓) Upgraded ( ) J Abandoned( )by at 3 07 -5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System C40nstruction Permit No. 2010q 2 O 3 dated 7"2 Z� Installer_9:,p 2T o L L-a I', Designer_ Cjw N C' P E #bedrooms 7j Approved design flow 330. gpd The issuance of thi permit sha 1 not be construed as a guarantee that the system l fun has designech Date t 3 Inspector No. 400�( 2 63 Fee /00- - . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS lwigool �&pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair •( Yl< Up rade ( ) Abandon ( ) System located at . 213 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 pe Date —7 Approved by rmit. /Z_, FROM :down cape engineering inc FAX NO. :15083629880 Jul. 14 2009 10:23AM P1 _ Town of Barnstable �THU Regulatory Services, Thamias F. GOler, Directoia• It VAllMMAFB[£, s Ar,M b\ Public Health Division Thomas McKean,Directur 200 rvLdn Street,Hyannis,MA 02601 0ftice: 508-862-4644 Fax` .508-790-6304 instaaller &T)csii-er Certnilea:aation Form Date: U Sewage Permit# ob�� 00 Assesser'aa ManpTanrcel T)'Signer: Address: 93�.-----/ ` ..'1 ,. d"t Address: o• 41011 YaW010i4A �6r 7 A/A N1a"—,f o(z /Y; // IYA was issued a permit to install.at (date) (instaner) septic system"It....20... ..'Je o t�1 e s / a — based on a desigi)drawn by f1 (address) V U vv✓� dated 7141 I certify that the Septic system.refereuced above was installed substantially Recording -to tb.e design, which may include minor approved changes such as lateral relocation of. the distribution box and/or septic tlmk.. i. certify that the septic system Tefereneed above was installed with major. changes. (Le, greAeT than l W lateral relocation of the SAS or any vertical relocation of any component of the septic system) but.in.-accordance -with State &Local Regulations. Flan revision or certified as-•built by designer to lifllow- o� ARNE H y�.h OJALA (Tnsta s Si.gnature,) U CIVIL. No: 30792 Is I k/I (Designer's Signaler 1 (Affix Designer',, Stamp Uere} FLEASIR Yr_F,'1fIMN TO BARNSTABLE I°1L:BLIC; D_F;AJ.,TH DMSION. C;IPId'1'IFIC'.AT'P: o (:0YOLI.4NCE WILL NQ1* M, ),SSUED UNTIT, B®T]H TWS titlRM AND AS-BUILT CARD AR rd CKIVED BY IHE BAILiNSTABA.II<',YUBLAC HEALTH I)TVLSiO1�. '1'fYANX YC)U. W/— Q Ttxnt 3-26-04.di>c TRANS. NO.: CITE'/TOWN: —T+Z-lA...--j APPLICANT: CaN� ADDRESS: 23 �j DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO 7�y7�'11, I rx,....a...",?,:'a—vn.:...,_.....;...a.T'r,.t.-A::7iiTii.i�.:ur: Abr.a Cn>..ht 5.a•i•:ef: 1 e,:�.i,., ..l`• ,r..5'.L::)': •d.. S:i e..J. "i'�.c�1.•;".i�i.Pi•.;:c' 'I.T:::K 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)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for / components) [310 CMR 15.220(4)] v Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(l)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15-220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] daily flow a septic tank capacity•(required and provided) soil absorption system(required and provided) 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 CNM 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CNM 15.220(4)(h) and (i.)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)6)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR (/ 15.220(4)(11)] Address Sheet 1 of 7 N/A. OK NO Location of every water supply, public and private, [310 CUR 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location iu 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. [310 CMR 15.220(4)(1)] _ Water lines and other subsurface utilities located[310 CMR 15.220(4)(m)] (if water line cross see 310 CUR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 Mal5.220(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 approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? V [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)(q)] V Materials specifications noted? [various sections of 310 CMR \i 15.000] System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CUR 15.405(1(b)] Address Sheet 2 of 7 N/A Offs NO '1 'i 1- yy q, y^- i ,y r,'y. .'1: %.�P'q'':�:.,i;t�'• •y1°n}i,.::•:j 7 �rne. xpl.f.".y'�•',.54' •! •y"4 '��1'i�'„T'k:C�.l,/�+�JC):y;.. ,�. � �� ..� v•�...�•h:.`�.,-��0•; •.,r t�'>'�" ' S••'C•yr�'Ci,..:;__YY .;t,r•:<" '.f Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)]_ Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR v 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] V 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) acid 310 >>� CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] V Access to within 6 " of grade - one port for systems<1000gpd, U two for systems>1000 gpd [310 CUR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] V > 10 ff from building foundation [310 CMR 15.211(1)] y Buoyancy calculation Required/Done [310 CMR 15.221(8)] ' V H-20 Where appropriate? [310 CMR 15.226(3)] V Setbacks from resources [310 CMR 15.211] ✓ ^�'•P a� an*u�rxt'aatr wwx!it• ty a' ' IT::•.t;,� •Yr..:�1 v i+. �'M` !� 9' t{ 7,F: •ems-., 1�[���:��onnpaat_a�e�$�Tauks G� 4.� �..�'���;,•;���;���;�...;��,��1:;;;�.r�. Required when other than single-family dwelling or flow>1000 gpd [310.CMR 15.223(1)(b)] 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(4)] i Address Sheet 3 of 7 N/A OK NO ,�p�7A� J:➢'LLJ,1�:�ti�L,�V,,:�%,SL'� 1�s�181V1:����137'JUAti�'P'Y.�.F,yl&�>�li�-.• 3r'.:[7'.r�i��H1k`.�i.^._ •.:�4 .:1':'e�.���,:,....'�,,.,,�.: Located at least ten feet from any water line? [310 CMR j 15.222(2)] Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211(1)[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 (1/8"/R) 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 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when , pressure sewer to d-box or steep pitch of gravity sewer) [310 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" [310 Mal 5.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] :-, ON Capacity(emergency storage above working--design flow)? [310 , CMR 231(2)] 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 movie. [310 CUR i5.231(6) and (8)] Stable Compacted Base [310 CUR 15.221(2)] _HV Buoyancy calculations needed? Provided? [310 CUR 15.221(8)] Address Sheet 4 of 7 N/A OK NO .�:+: �', f ! s I '`.� 19. .( ,1 ..��. �}!�.�.Y'.. f : �i d I:•{u�(I:is r-t. CalcLLlatlons correct? 4 feet of naturally occumng material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] . Inspection ports specified and within 3"final grade? [310 CMR v 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] IF , gh�1IsS'�Py ' r.: 1f3145::,'31 UlC1VI I �+ Chambers and Gal. in trench configuration supplied with inlet J every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate I' minimum- 4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] — In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] v - " Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet -maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever 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)[41 and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] ` Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)]' Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(1)] Address Sheet 5 of 7 N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15-220(4)(1)] V Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year (systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] y Construction in fall -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] 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)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and % Guidance Document] ✓ At least 5 $. from impervious barrier to edge of SAS (10 $. recommended) [310 CUR 15.255 (2)(e)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? V Is the technology being properly applied 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? g� Has applicant submitted a copy of a maintenance Are the variances listed on the plan? [310 CIA 15.220 / 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 15.4141 Sheet 6 of 7 Address N/A OK NO ..C: 4ri�;:dF; g�:p,. - .i:. 9. :�;7.• :y::•�:a p��::irL).:+:,f`� .r,:i:•�.[::.�:r`. ��_ - ..5:%.�.rr';, �j:I' ��.. .�i�•i�� .i.�i`,.; y r'�.y'.:,i:'.:=.7.:,. y�,i ;.':i..,;... �1,r0':L�i�'ogeri>;Sefisctcve:r��r�ea�s:�,��F,; 1.��r - ..�:`-•'..:��"�lh�� Dy�'� .I' 7 .� NYs / C^J'F Y t _::Y:.�:�. i .4 :. Is the system in a Designated Nitrogen Sensitive Area(Zone R for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and / 310 CMR 15.216 - also refer to Policy regarding upgrades of such existu-ig systems] Is the system proposed on the same lot as served by private well ? v [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR / 15.216(1)] ':T�,gin• .a:% ,Z�;CO:�;.'�'� !ii'.-`.•'5;1;.��. �:. .r .*�..�.. •�.. ,�,..,., t:�.S!ca.i,::;1i •�•� IVlasc_ella77zppou ���'`�>>+ ,Y��peT� r� � ,'.1��5 ,�[,��LI,Yf���,p(p '' °�•' u �' a6 7,_. ;S•A.,u�!i�„t...'iY.�� : r ��:J/lsa8�t�.'�..L�F�;:�„�7,.•M�PK ����YMIN"7i'�7F��v'bt�f):�;si:;!, ra .d,?�� Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] (/ Address Sheet 7 of 7 L O C AT IONr SEWAGE PERMIT NO. VILLAGE P 1 ; , INST-A LLER S _ N�.ME i ADDRESS 20be r JDo r C© aAlc, `. N U.11DE R OR OWNER DATE PERMIT ISSUED - o� _�,� DAT E COMPLIANCE . ISSUED -� i b I i 4 I 1 ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................OF.......... ....................... Appliration for Uispwial 1VOrkii Towitration ramit Application is hereby made for a Permit to Construct (V<Or Repair an Individual Sewage Disposal System at: of, ..........J6;�. ..... .............1........ lion-Address ; or Lot No. .........e V ......lus!� 2............................. ............ ------------------------1,41-�__- ....................................... Address ..... . =................... ...../_ � ---------------------------------- Installer Address Type of Building Size Lot............................Sq. feet U ...............Expansion Attic Garbage Grinder K44 Dwelling—No. of Bedrooms............................................Expansion �4* Other—Type of Building ............................. No. of persons............................. Showers Cafeteria P4Other fixtures ------------------------- .............................I.............................................................................................. Design Flow............_3..- ?..,7................gallons per person per day. Total daily flow..._......F .....................gallons. 04 Septic Tank—Liquid'capacity/ gallons Length.-.,,f ....... Width-__ Diameter---)-4/n,�... Depth................ Disposal Trench—No. ....../............ Width.................... Total Length__....._.._......... Total leaching area...................:sq. f t. Seepage Pit No--------/......... Diameter......4.......... Depth below inlet_._.......... Total leaching area..,A4..(-..sq. ft. Z Other Distribution box ( ) Dosing tank ( Percolation Test Results Performed by...._.. ............................... Date...I.e._Zef: Test Pit No. 1.14skp mirlutesperinch Depth of Test Pit------J119...... Depth to ground water....ek__ --- Test Pit No. 2... .........minutes per inch Depth of Test Pit-------/-,;....... Depth to ground water.. ........................................... ................................. -------------------------------------- -------- 0 Description of Soil..... .......A'. c60 W .6 .4/' ------------------------------------------------------------------------------------------ ....C4 U . ............................................................................................................................................................................ W ........................................................................................................................................................................................................ Z U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTI-E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has begs,issued�b o4-ard oV v -c- Signed............. . .......... .... ...... Date Application Approved By......... ------- ----------------------------- Z7---I:In.. .......... x Date Application Disapproved for the following reasons:..............................................................................................1-1............. ........................................................................................................................................................................................................ - �ate 4 - Permit No. Issued L...3.... ......D f.................................. ate i v I No .._....... Fss.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH Appliration for Dispnsa1 lVarkii Tontrnrtion Vrrnti# Application is hereby made for a Permit.to Construct ( or Repair ( ) an Individual Sewage Disposal System at: ... --------•---•--........ '... catio Address � ....... o t o t/ Y �- ne........................................... �•----••----•--•-•--•--... / ddres Ut/2 Installer Address Q _ Type of Building _ / Size Lot............................Sq. feet. U Dwelling—No. of Bedrooms.............................................Expansion Attic Garbage Grinder ............................ No. of ersons............................ Showers — Cafeteria pa., Other—Type of Building p ( ) ( ) W Other fixtures ------------•------•---------- - W Design Flow............. _J... �....._gallons per person pew day. Total daily flow........... .................gallons. 9 Septic Tank—Liquid'capacity----._.._._gallons Length---------------- Width................ Diameter-_--._�..... Depth................ Disposal Trench—No. ...... ............ Width................... Total Length........... Total leaching area.............. --sq. ft. Seepage Pit No..................... Diameter-------------------- Depth below inlet.._....>�......... Total leaching area._ .......sq. ft. Z Other Distribution box ( ) Dosing tam Percolation Test Res ` Performed by.........................................................-•----__----•--- Date_..�.Y � . .. Test Pit No. ,__.minutes per inch Depth of Test Pit------- Depth to ground water________________________ GL, Test Pit No. 2..... ,........minutes per inch .Depth of Test Pit.......���.._... Depth to ground water..�.�....�:°......_. O De ription of Soil...... .�_. '.. �c/�fv'`.. Y' i 3•` ..��dsP,se x �.. � . c, W -----------------------------------------------------------------------------------------------------------------------------------------------........................................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -•--•--•---.......--••-•--•--•••---••••-•••-•-•---•---•---•••••••-••-•-----••----•-•--•--•--•--•-••-•-••-•-----••••••••••••••••••---•---•----•--••••-•••••••---••••••••-•....•-•••••••••.............•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal_ System in accordance with provisions of i:the p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in 'TT ".-..•� operation until a Certificate of Compliance has be ' y,,t;l eY`rid of/a Signed............. --• .--•�J Application Approved By.......... ............................. 9-' �✓'. ...... ----- _ a Date Application Disapproved for the following reasons---------------•--------•-•------------•-------------------------....-------------------------••-••......----•-•- ....--••-•---••----•----•...•-•--•-•-•.....--•-••-•-••••-••••••••••••--•---•-•-••-••----•••--•---•-•-•••••••---•-•------••--•------•---••••......-••••••......--••••-•............•-•------••--•-........ Date PermitNo.......................................................... Issued....................................................... Date - F THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /d w.N......O F.....:.... �^ '' ................ ....... ............................................................. (Intifirate of Tounplianrr THIS.IS CERTI Y, That the na:vidual Sewage Disposal System constructed ( r Repaired ( ) .............. ......----- :.. bY -- at •------ has been installed in accordance w i the provisions of TI?'I� 5 of The State Sanitary Code as described in the application_for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM 16NILNCTION SATISFACTORY. DATE........... ........... .. . . -----••-•-•••-......---...... Inspector -•---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i - �• ..................................:OF................................_..........................-....._......_-......--... ��.✓ 11 FEE........................ ' �io�000l . orko �o��nr#ion rrntif Permission is herebyranted ^ ,..: g to Construct or.ReW ( ) Individuaj Se�Crage Dis{ags stem at No or,/ f / '--------- . . ....................................................... ..---.....--•----•-••............................•• Street as shown on the application for Disposal Works Constructio5-Rear4n It NNo.-_-_----------- - Dated_.._.....___.._.___...._.._._......_..... - /..........................•••......... oard of Health DATE............ ----.�1-`---------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS n j L .. f 1 L � ' � ` .M.T al-ML+I�Wit'• i(,�w�....yR„, ' oe'�"� 1 •44 1t cr q ry If 11 t M. { � .W' ty-Wi.' / � i � / /� � � �a 1 r ry� nfY'.,w ,�, 7y•t � ,`1 LL}})it ^} i�L.w'/1 / / `j n. � Ptie''' } .f •�4 ri F'i �'i. �f• .�,! +� r1• � ( Vt [, V .;i, ti4►iYif�'ey Ir } � _ }} d'" 1'�> " LOT .. +' O ,i i 1.I�r t `�,d.}�r 'F: •,.i"d '`�k � T� e � S) 7 •'t /.y. V ` �„r... a•r.i m � f A •i {��.. , � - IntiJ `. C`�J+�O..�c�s�. ���.� p � � �, z _ t;�, 'yu 4f4�e"t.� �}.a•.o k`: r+ AA r�A jS �r 31 n' Ar- �'I * c9 ,1 �Cl� Nl C�t7• fir. ', f°' it`'u,.��r"�'r XAA, r'V ��� ` <S 1. l.. / i � `3 .t.� i \'1 •i �• Vi� t ' h '' t r�1 trY '13UIVIKl� N0.221ti" G t ,•,, 3 i a" ;.ys`I `trPN� 4k LEGEND '. :� . ±:•. ��. p. . CERTIFIED PLOT" CM37100 SPOT .ELEVATION' ' OA0. C-1to0YIN0 CONTOUR —'_ — p VJV q .9CD SPOT EiLEVAT11OI�i (� �J� P �1 �� �'i'��irj�• ��It, 0 it I t Pr6J1 oil C® .C®[JYOUR Ir �04-ROVED.t BOARD ,OF' WEALTH., °roTe�'�a 4.0 �CAL� rr_ b1U} © 63� E AGENT � A _ Co' MS �•.' _ CLIEP9T Df1 COY . i CERTIFY THAT f°EG10YtcRHI� REC319Tf�F?E® ,90© i90. ©UILI�ICJO .i311Otf� Oil ;:'I' $a � r f - CIVIL LAND CONFORM TO THE E OfWR-ER.. URVEY R. DR.DY. F'''�1 OF DARNST BLE >, °� 3. 712 MAIN ST. C�4. ©Y� /� �'" NYANNIS PaASS. � x a,;.,,a i. ,. 3E9CGTL OF A .0 RCO. ' `I»ASJ �� [lttWlw .r��.x- •y. `a"�ZvAL v�7 D � y (1) N � A So 21 ,irli •�r :� ' q� to �, O �1 ; C Z y >1 rb NZ cl rh xj hi • � C'. �`• '�i �� `r� �,s C � r � 6a �i lit m. a s..,, f` n --- G D o ; j ` 'n' .p., nt rl .�•.j•�. `I � �1 o. e p O a o O J 0 � � (�, � '�j `�� �. !i f .� I" i� 'f _ y '�' .ifill•AID•�1�i411.�I1A•AIdJ!!�'!'��{I1T � 1�1' � ��Ll fl � � to ►v �1 �l ;I ' _ '�: e � _d o � :I �n; � c � � �9 , • � i U � '� °l'1 I Ol .6_n. �,..� o rR�.,,o q_o � .I �� V ♦ P "'R'+. �I I o o p' II T �0 �l- S[l!rll:• u dil a<,�:ti�n+u:i� p n O �' oo�II °o. oo.` D° o��: LA lb 1Xl- fail ' � .i.I j:.i=' r. � � � � � � T � � M Qp � �`rZ ? � ••� �. � � � �- Health Complaints 30-May-06 Time: 2:50:00 PM ' Date: 5/24/2006 Complaint Number: 18832. Referred To: DONAI;:D DESMARAIS Taken By: ELLEN WADLINGTON Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 23 Street: JENNIES PATH Village: HYANNIS Assessors Map_Parcel: Complaint Description: RUBBISH AND DEBRIS PILED IN BACK YARD, OLD SLEEP SOFA, CHILDREN'S PLASTIC TOYS Actions Taken/Results: DD went and saw a pile of junk in side yard. Susan Ashe said"why is this a problem?". I told her it was a violation and she said"we'll get a dumpster. DD asked when? She said soon. DD told her to do it right away and gave her a card and that she was to call DD with timeframe. Will follow up. Investigation Date: 5/30/2006 Investigation Time: 10:30:00 AM 1 r = Health Complaints 07-Jun-06 Time: 2:50:00 PM Date: 5/24/2006 Complaint Number: 18832 Referred To: DONALD DESMARAIS Taken By: ELLEN WADLINGTON Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 23 Street: JENNIES PATH Village: HYANNIS Assessors Map_Parcel: Complaint Description: RUBBISH AND DEBRIS PILED IN BACK YARD, OLD SLEEP SOFA, CHILDREN'S PLASTIC TOYS Actions Taken/Results: DD went and saw a pile of junk in side yard. Susan Ashe said "why is this a problem?". told her it was a violation and she said"we'll get a dumpster. DD asked when? She said soon. DD told her to do it right away and gave her a card and that she was to call DD with timeframe. Will follow up. Trash removed as of 6/6/6. Investigation Date: 5/30/2006 Investigation Time: 10:30:00 AM I � I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S� Parcel / Permit# Health Division Date Issued Conservation Division Fee Tax Collector SEPTIC SYSTEM MUST BE Treasurer INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address -� S �� �,�D�y a I Village Owner��-C_AJ Au. S S Address Telephone :2 IRS- Permit Request 'F i oA-) Square feet: 1 st floor: existing proposed `3�0 2nd floor:existing �� proposed OCR Total new a4 07 S Estimated Project Cost 3 7, S-Oo Zoning District Flood Plain Groundwater Overlay Construction Type Gvoo J Lot Size ,20, 7 6 S4 rr, Grandfathered: ❑Yes ;d No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /�� ��A r S Historic House: ❑Yes f VNo On Old King's Highway: ❑Yes 0Ao Basement Type: WFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) N A Basement Unfinished Area(sq.ft) A Number of Baths: Full: existing new — Half: existing — new — Number of Bedrooms: existing new Total Room Count(not including baths): existing (o new First Floor Room Count Heat Type and Fuel: OGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes f WNo Fireplaces: Existing New — Existing wood/coal stove: ❑Yes Q*`No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )i No If yes, site plan review# -- —Current tuI.se-�--'- (3— ,_S —Proposed_Use - z-S - -- BUILDER INFORMATION Name Telephone Number 0 Address S �1 0 S'� License# 0 7 S/t or Home Improvement Contractor# / ;l. S7/ 8 0; 70 Worker's Compensation# 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE AZ& N Win O N in N44 Y Pevv • rrn Z N PI M 0 a i Ir rl -- , t o -� I 0 Y-o�oSe � 1or, Y �l�ln,� /� ►^ • Sfl J �1-00. r _r4,S-f..v WOO �p Wl v*G`r i Sw " /✓ CO oPc� vI AA Zadv� S133HS OOZ tiAt-LZ 513314S OO L Lb l-ZZ m1d S133HS 09 lbl-ZL r i 0 hS� �C4r4 Z o LA f• n i f �1 h I rro ,Loot t - Fgr�sS �O34, 3� )Z G3 cd o s Zoo ►' S133HS 009 bbl-LL S133HS OOl Ltil-LS S133HS OS lbl-LL 'Pro S T_- C� I A c 'o 0 --- _ ,EXIs�;,��g G o--t r r S - f dLU �v3�.�v 1. 1 ( > � t r s 1 � • (t S133HS OOZ 4bl-ZZ S133HS 001 Zb L-ZZ S133HS OS LVVZZ " 1 p n J' U C td-- ww w T longs ..r13 t AAA IrS LI) fl 0 ��-a t�oS � � - � ; o� 1- � m rS S 1ae Sc� ►c �''_ �. O ri Nc w - �y i ST;a g. t . �O r.y11 G ► I�o(JS c I I SIMS OOZ tibl-ZS S133HS OO L Lb t-ZZ SAMS 09 LfPL-ZZ /O Y, S1-�e S� 4 ) - / O Roa � . nSS erni3 .) - �a„ 2�10 C.e 1 VA-) C3eaw, 0 -L.uSJ )A It:0� -yam 0. S'o F;T Ve,uT'S Ce�Ar SP nKzrS �.. ya 13 L�u S u )n t•.o.✓ • - Nc41<r �� ' C��/Grs.v r•� S3 0� r� /11I L►'U �AV"� ' yr/G?4 S•� 11 Se.A I� I - . . SAMS 009 tibl-LL S133HS OOl Lbl U S133HS OS ltil•LL . r O �• O � o � . � , n 0 o . Ll xxx ` �y coo T' - A,� rk. a a �� r NCH N M M o f. V1 .1 Z ` 4 LA X 0 . SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES (NOT TO SCALE) MARKED WITH MAGNETIC TAPE OR 1. DATUM IS APPROX NGVD- GIS SPOT EL. PROVIDE MIN. 20" DIAM. WATERTIGHT COMPARABLE MEANS FOR FUTURE LOCATION. ( ) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE TOP FOUND, EL. 69.8 2. MUNICIPAL WATER IS EXISTING "� v 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ 2% SLOPE REQUIRED OVER/SYSTEM SYSTEM 67.3 r MINIMUM .75' OF COVER OVER PRECAST 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 RISERS (TYP.) UNITS TO BE AASHO H-1� R IS ' 4"OSCH40 PVC 2" DOUBLE: WASH PEASTONE o 67.3 SET LEVEL FOR 2' 1 1 5. PIPE JOINTS TO BE MADE WATERTIGHT. OR GEOTEXTILE FABRIC 64.3' EXISTINGs 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE v° 10" 1000 GAL H-10 14" o00o WITH TEE SEPTIC TANK TEE 000 o00 (RE-USE)** 41 5.9'f* ° o ° 6" MIN. SUMP o 63.8 00 310 CMR 15.000 (1111_E V.) �� GAS BAFFLE:: °0°0°�°0°0 12" MIN. INT. DIM. v '_On°�°„°„°_ go 2' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 64.08' 63.91' o 00 �g 61.8' NOT TO BE USED FOR LOT LINE STAKING OR ANY a �o OTHER PURPOSE. z H-20 3050 INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. � Q\ 3/4" TO 1 1/'?" DOUBLE WASHED STONE h es Locus Rut 8 a 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' CONCEALED WITHOUT INSPECTION BY BOARD OF 5.9' HEALTH AND PERMISSION OBTAINED FROM BOARD MIN OF HEALTH. ( 6.5% SLOPE) ( 1 % SLOPE) BOTTOM TH-1 & TH-2 10. CONTRACTOR SHALL BE RESPONSIBLE FOR �On��+ MAP FOUNDATION 1 0' SEPTIC TANK 28' �7 CALLING DIGSAFE (1-888-344-7233) AND \.J D' BOX 7' FACILITY NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 94.06' ASSESSORS MAP 250 PARCEL 116 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE x 68.46 PROPOSED LEACHING FACILITY. NO CONSTRUCTION PROPOSED (UPGRADE ONLY) **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT GP DISTRICT 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE \ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND- WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. LOT 21 x 69.21 AND REMOVED OR PUMPED AND FILLED WITH CLEAN 22139 SF ± SAND. 9 99 - EXISTING CONTOUR X 99•1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 6g (4) H-20 3040 68 INFILTRATORS 198.41 PROPOSED SPOT EL. ^ 19.8, 9 O 1p.25' 67.59 TH' TEST HOLE SYSTEM DESIGN: c� ABOVE 2> SLOPE of GROUND GROUND GARBAGE DISPOSER IS NOT ALLOWED o POOL 71) UTILITY POLE 7.20 6� DESIGN FLOW: 3 BEDROOMS ® 110 GPD = ;330 GPD FIRE HYDRANT USE A 330 GPD DESIGN FLOW NOW- NOT ALL SYMBOLS MAY APPEAR IN DRAWING 19.g• TH2 _ 67.2 PROPOSED D-BOXCP SEPTIC TANK: 330 GPD (2) = 660 -BOX ` TH 1 6 F **RE-USE EXISTING 1000 GAL. SEPTIC TANK TEST HOLE LOGS .82 o. 6� N x . 1 LEACHING: ENGINEER: DANIEL A. OJALA, PLS, PE. 14" P.PINE ) SIDES: 2 (30.4 +10.25) 2 (.74 = 120 GPD SHED N WITNESS: DAVID STANTON, IRS 67.47 7.7 5TO BE REMOVED) /rn BOTTOM 30.4 x 10.25 (.74) = 230 GPD DATE: 6-30-2009 x 67.96 34 68 EXISTING cw TOTAL: 473 S.F. 350 GPD r 1,000 GAL. PERC. RATE _ < 2 MIN/INCH ; 0 SEPTIC TANK USE (4) H-10 3050 INFILTRATORS, � DECK x 68. 3 DOG PEN CLASS I SOILS 67 67.73 WITH 1' STONE AT ENDS AND 3' AT SIDES p# 12606 74 ELEV. ELEV. 3 0" 67.25' 0" E:El EXISTING 67.25' 3 BEDROOM DWELLING A A 8.0 '1 6 TOP FNDN. _ LS LS 68.10 _ 6 4 69.8 MA 6» 6 1�OYR 3/2 » 10YR 3/2 � 6 - off�� 68.4 68.63 s<I 5 8 BM - CORNER OF CONC. APPROVED DATE BOARD OF HEALTH 66.8 66.8 PAVED BULKHEAD EL. 69.7 B B DRIVE 68.49 TITLE 5 SITE PLAN LS LS "�8.44 x / OF 10YR 6/6 1 OYR 6/6 �68' 8 29 68 36" 64.3 36" 64.3 �x\8.3° 6 2 G/ 23 JENNIES PATH �E 6 .24 � HYANNIS \ 68.16 C 1 C 1 \ �, �' PREPARED FOR PERC 68.22 6.02 M/cs M/cs ✓ENN/E'S BORTOLOTTI CONSTRUCTION/ASHE � PATH T 68.21 DULY 3, 2009 2.5Y 6/6 2.5Y 6/6a N OFM1S �it� M,9gS off 508-362-4541 fax 508-362-9880 ARNE H cyG o ARNE downcope.com 168.19 -)3 t OJALA F }H CIVIL 1- OJALA NOWO cope englNeering 18C, .� No.26348 � " , „ , 68.07 "s 0 No. 30792 p ^' r 136 55.9 136 55.9 O, o civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' \� ��'' �c 1 TLN10 land Surveyors k,68.03 ` 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET 6z9` 15.82 .3 DATE ARNE H. OJALA, P.E., p.L.S. YARMOUTHPORT MA 02675 09- >35 -- - 09-135.DWG