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1450 OST.-W.BARN. RD - Health
= a1Ar *27 007 '001" I i. 1 TOWN OF BARNSTABLE LOCATION �y� ( /U�fe 0(s� Ob-- s SEWAGE# VILLAGE t n ASSESSO 'S MAP&PARCEL —OQ7 J INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY IS 0 /DCL) =4 - LEACHING FACILITY:;(type) (-Zn (size) i 51( 36 NO.OF BEDROOMS ` OWNER:: PERMIT DATE: COMPLIANCE DATE: 2 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 r oli A 3 I —/0 0 to 0 r Fee 0 THE COMMONWEi4LTH•OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppliLation for Disposal 6pstem Construction permit Application for a Permit to Construct(lj Repair( ) Upgrade( ) Abandon( ) [ omplete System ❑Individual Components Location Address or Lot No . i YFO cpy&�rv,Ift t..e!4 Owner's Name,Address,and Tel.No. �arF,s;41 .,.( 2o:7 .r.f+l - T/e Firm, LLB Assessor's Map/Parcel /a? _4 X 35 •Installer's Name,Address, `and Tel.No. SO Desigtn1er's Name,Address,and Tel No G // { l zi Cf'i� �i aC7--7t'a3 t� S(�iliVffA? ;'hEeP.hJ i- �ohSGl ns ; �iC, Type of Building: Dwelling No.of Bedrooms Lot Sizes sq.ft. Garbage Grinder( ) Other Type of Building FeilM If 1010.ce No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 0_3 Gr P gpd Design flow provided gpd Plan Date 51l Z11 g W Number of sheets / Revision Date S~� �46� Title PnopdS�,,,l -�•�l'a t.el�-es��f ` Size of Septic Tank 1 Ste'6C� Type of S.A.S. 6 ;:C,� Description of Soil �'^`Z ` a 4e /2eQ��tro�r- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and m ' enance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar f alt _2q - lip Si Date Application Approved by Date 6 / Application Disapproved by Date for the following reasons Permit No.n/ 7 Z t2 Date Issued 3 l 4 9 .. , �. let f,( , . A. F i . Fee / �1 THE COMMONWE, LTH X. F MASSACHUS TTS Entered in computer: ' Yes PUBLIC HEALTH DIVISION ; TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for Opposal Apstrm Construction Permit , Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ❑d�mplete System El Individual Components `"_,. � , Location Address or Lot No. I'1:,�o^/ Sff�'' P i - Otivner's Name,Address,and Tel.No. �G(sS��c:y.1.* /taa \ Ivw� «#A,•�;.., -�•"�e l=ar�►, LLC ... Assessor's Map/Parcel 027 7-/ xis Installer's Name,Address,and Tel.No. Name,Address,and Tel.No. ,.SUI/r✓qtr �f��7 eef;.17J f- 61 Type of Building: Dwelling No.of Bedrooms "Lot Size 7,/ A/ 5 sq.ft. Garbage Grinder( ) - f Other Type of Building Fe?rm l rrc-c No.of Persons Showers( ) Cafeteria( ) _ Other Fixtures Design Flow(min.required) 103 G P D gpd Design flow provided 33 D ( gpd w y Plan Date Sf Q7�� Number of sheets / Revision Date q! L-//( (� L r� Title S;(e ��h 0.1, 6s"I rw/,�r,('em e i r ( y t Size of Septic Tank 1 5 ���1 ���Gx+� Type of S.A.S. ' Description of Soil G-2 �y et. Z-Y�� ���G 'l. `l�'�G g�,��r YCJ Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: The undersigned agrees to ensure the constructionand mainte�offore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme.tal Code and not to place the system in operation until a Certificate of t �..,C`ompliance has been issued by this Board of 'ealt� _ {�,�.� Sighed-. _ Date Application Approved by `�.___,Pe� .,� _ - Date Application Disapproved by Date for the following reasons r� Permit No., / 7 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Repaired( ) Upgraded( ) Abandoned( )by r - -at 4 S4, ,,X 4-ef4 Qc f�,r � Gaol'✓ has been constructed in accordance - J with the provisions of Title 5 and the for Disposal System Construction Permit N / -%�b U dated a j / Installer Designer 'v,��`ti k, i<,Q�'t"11-1 #bedrooms .i' Approved design flow ✓ s gpd The issuance of this +permit shall not be construed as a guarantee that the syste wild no as designed,-_." Date - i // Inspecto � . --------- ------.--- ----- - ------------------------------------------------------------------------------------------f--------------- No. ,_ 9 6 Fee f o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct(� Repair( ) Upgrade(y�) /Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mus-,be comp eted within three years of the date of this permit. .r'� r....�.e...n.�Date � � / Approved by _` Town of Barnstable Regulatory Services ; Richard V. Scali, Interim Director ELARNWABM MASS. � Public Health Division o Via. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 !office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date: Sewage Permit# ow Assessor's Map\Parcel �o1-] v U� f Designer: Installer: tA�� � ka*-ds(a�rtc Address: 1 PU(VA tL Q C Address: �Lf F//P7-� .vt AtiS ins t h 6(l� l�l On 5 2 was issued a permit to install a ( a e) // (installe septic system at 1"�56 QS(ryj~(l� i�L.�Lms�, based on a design drawn by (address) - t dated _-3lru)17 2Fy. 914(11B—• (des'gner C�� � S t! L' 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the s re erenced above was constructed in c liance with the terms f the I\A a oval letters (if applicable) sµ of Alq gy �o JOHN C. GJ, O DEA o CIVIL y nstaller s Signature) No,48168 �FGISTt FSS/ONAI ENS'\ (Designer's Signature) (Affix Designers 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. QASepticTesigner Certification Form Rev 8-14-13.doc �t�r Town of Barnstable Barnstable Board of Health 200 Main Street,Hyannis MA 02601 AjF16 9.a`0� 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. April 20, 2017 Mr. John O'Dea, P.E. Sullivan Engineering and Consulting, Inc. P.O. Box 659 Osterville, MA 02655 RE: 1450 Osterville-West Barnstable Road, Marstons Mills A= 127-007-001 Dear Mr. O'Dea, You are granted conditional variances on behalf of your client, Earnest J. Jaxtimer, to construct a replacement onsite sewage disposal system at 1450 Osterville-West Barnstable Road, Marstons Mills, Massachusetts. The variance granted is as follows: Section 360-18 of the Town of Barnstable Code: Only 2.8 feet of naturally occurring pervious soil (measured vertically) located above the perched groundwater table elevation in the mid- area of the proposed soil absorption system location. A minimum of four feet of naturally occurring pervious soil is required. This variance is granted with the following condition: • The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that.the system was installed in substantial compliance with the plans dated March 10, 2017. This variance is granted because the existing ground elevation contours and perched groundwater conditions which exist at this property severely restricts the location for a proposed soil absorption system. Sincerely yours, aul J. aKnYf, D., Chairman QAODea Jaxtimer Variance 2017.doc TRANS.NO.: CITY/TOWN: I[� APPLICANT: 0� . Via . ADDRESS: DESIGN.FLOW: 33.E gpd REVIEWED BY: L DATE: 3 N/A.'. OIL ..NO w rs - _ �€`..3m .*"�,�m ��-v 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 Easements shown[310 CMR 15.220(4)(b) System located totally on lot served[310 CMR 15.405(1)(a).for 01 upgrades]- i.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)] 77 daily flow septic tank capacity (required and rovided soil absorg6on system re uired andprovided) whether system designed for garbage grinder .� North arrow[310 CMR 15.220(4)(g)) z/ Existing and ro osed contours [310 CMR 15.220(4)(g)] s' Location and log of deep observation holes(existing grade el. on , each test) [310 C VM 15.220(4 Names of soil evaluator and BOH representative [310 CMR 15.220 4 and i ] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242] / Certification statement by Soil Evaluator 310 CMR 15.220(4)0 Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR .15.220(4)(n)] Address O<0.v's. Sheet 1 of 7 r N/A OK NO Location of every-water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location iri the case of surface water supplies and gravel packed public water supply within 250 feet of the pro osed 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 15211 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 CMR 15.211(l)[1] Profile of system showing invert.elevations of all system f components and the bottom of the SAS [310 CMR15.220(4)(o)]. Stamp of designer [310 CUR 15.220 1 and 310 CMR 15.220 2] Stamp of Registered Land Surveyor(required if construction - activities within 5 A.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) ] Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CUR 15.103(3)] Benchmark within 50-75'of system[310 CMR 15.220(4)(g)] Materials specifications'noted?[various sections of 310.CMR . 15.000 System components not>36" deep (unless Local Upgrade ,Approval or LUA requested)[)[3.10 CMR 15.405(1_ Address Sheet 2 of 7 L N/A OK NO XT 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 , 15.228(.1)] Separation between inlet and outlet tees(no less than liquid ✓,;, d th) 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 / u grades.under LUA 310 CUR 15.405 l 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 Three access covers(inlet and outlet must be 20" or'greater)- middle access at least 8" 7/07 [310 CMR 15.228(2)) 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?J310 CMR �. 15.228(2)] > 10 ft.from building foundation[310 CMR'15.211 1 Buoyancy calculation Required/Done 310 CMR 15.221(8)] H-20 Where a ro ndate? 310 CMR 15.226(3 Setbacks from resources 310 CMR 15.211 ._. 'S�,•,t s__.. �+� .ri.. 'a � . � s set �we '".�r 6'"" °far "'��, "s -a•s.--r i.�y sgw � "' 'm;._ Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1) ] First compartment 200%daily flow; Second compartment 100% dail flow 310 CMR 15.224 2 and 3 ' "LJ"pipe through or over baffle, outlet of each compartment with: / gas baffle or approved filter 310 CMR 15.224(4)]. Address 1450 .ate. Sheet 3 of 7 I N/A OK NO 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 1 1 ) / 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"/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 Siphon roblem/ leachfield below pump chamber Endca s or vent manifoldspecified? 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 CMR 15.252(2)(h Materials specified (310 CMR 15.251(5)specifies various:pipe typ6s allowed) ✓' 0 Stable compacted base [310 CMR 15221(2)and 310 CMR 15.2322 a ]' Splash plate or baffle tee required on inlet/provided?.(when pressure sewer to d-box or.steep pitch of gravity"sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" 310 CMR 15.232(3)(f)] Inside'hunimum dimension 12" 310 CMR I5.232 2 Minimum sum 6" 310 CMR15.232 3 e ] Watertight cover if<2000gpd);waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] _ •; AE Capacity(emergency storage above worlQng MR —design flow)? [310 x r T C 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 pum s specifiedT Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231 6 and 8 ] Stable Compacted-Base[310 CMR 15.221(2)] Buo ancy calculations needed?Provided? 310 CMR 15.221 8 Sheet 4 of 7 Address�5.0 .��i N/A OK NO Calculations correct? t 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 Required separation to groundwater? 310 CMR 15.212)] s Aggregate specified as.double washed 310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" de 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 f t. 310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade)- 310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. 310 CMR 15.253 1 ] 2'sidewall cre0it maximum 310 CMR 15.253 1 a In bed confi 6 .tion,inlet ev 40,s` :& 310"CMR 15.253 6 • 0 Ell � hw '_ - Width 2'minimum 3'maximum 310 CMR 15.251 1 100 feet-maximum length 310_CM -15.251 wl 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 00` 310 CMR 15.211 1 4 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 a CUR 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 15.252(2 Bottom area used in calculations only 310 CMR'15.252(2)(i)] Address Sheet 5 of 7 N/A OK 1\O .' , Yr S Pressure Dosed Sy stem ?;Provided`pump and piping calculations as required 310 CMR 15.220(4) r Pressure dosing.required on all systems>2000gpd.or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use A rovals 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 >2000 d good'to note on plan 310 CMR 15.254(2)(d)] Construction in,fdl1 -Did the plan specify that the fill shall meet the specification of 310 CMR.15.255(3)? Im ervious barrier and/or retaining wall? Guidance Document] Impervious barrier installation must be supervised by designer[310 CMR 15.255 2 Retaining wall must be designed by Registered Professional Engineer` 310 CMR i5.255(2)(a Side slo a not exceed3:1 ? 310 CMR 15.255(2)) Breakout'requirements met? 310 CMR 15.:252(2)and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. ' recommended 310 CMR 15:255#(2)(e 011 � ,p dd t.. `x. e € b - RX '€, �l.✓Y"aF•^ ¢m.+ —r .k'tt t_ Check DEP A royal letters for credits and design conditions , If used with pressure dosing do not allow,pressure discharge to scour soil interface , Was DEP Approval Letter providedi and/or have you.. reviewed the letter for conditions? Is the technology being properly applied and.does it meet all DEP A roval 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? Hasa licaat submitted a co`y of a maintenance a ya -.. ♦ �. " "�"° � "� � � �r � KtwwnE;,L,� ��' .� o- �� «"��, 9 k � l� ,.,',fir`t '+�''�,x'� '' .Are the variances listed on the.plan?j310 CMR 15.220 ✓ � 4 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 Address Sheet 6 of 7 V N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone H 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 . 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 1.5.216(1 Pumping to septic tank? 310 CMR 15.229 Shared.System 310 CMR 15.290 • 1 Address Sheet 7 of 7 Town of Wirnstable P b SEP 1 8 FNT'D Department of Health,Safety,and Cnvironniental Services ��►� Public Health Division Date y D� oT 367 Main Street,Hyannis MA 02601 nARNSTAHM y MASS. �A t6�p. ,0'E1639.� Date Scheduled 6hlo Time 6'00 11 Fee Pd. "tooI QQ v Soil Suitability Assess»ient for Sewage Disposal Performed By: '5t.t 1 jl v0.h G !Vil P,2!/%IC J—hc Witnessed By: pgVl� , CAT�dN.& 1tTERE1L'IN FORMAZIOIV Loc Uon Address wner's Na m ame�JQIQ� (�ffiery )je Uxs1 &rns}�61 - Address rl'lars;h�-,s ��us 6mjfu .. 0✓� Assessor's Map/Parcel: /tea p 1.211 loa,-L e-1 00 7—tV J Engineer's Name Peter p91-/fir`✓1UA,P L �v NEW CONSTRUCTION ✓ REPAIR 11 1(1 t( ,-Telephone H 5'Df - 'o?e-93y y Land Use Slopes(%) D'j` & Surface Stones Distances from: Open Water Body 500 } ItS Possible Wet Area D R Drinking Water Well moo j R Drainage Way ADO It Property Line a- R Other R SKETCH:(Street name,dimensions of lot,exact locations of lest holes&perc tests,locale wetlands in proximity to holes) aT / V O t 90 c, y `IS o N 411 O5T - BARRsrABLE a cc Parent material(geologic)-QUT UJkS\-i 71 N Aj Depth to Bedrock ')06 Depth to Groundwater: Standing Water in I Iolc: (A" Weeping from Pit Pace Estimated Seasonal High Groundwater ..... RVRT�OnJ wec� cart; ;ET n1 i \• Z D `X')✓r211' I�At��t +(�►t SASdCA , IdY,'t?yAT . ? 't' t3L . .: .....:. Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt, Index Well N_-_.- Rending Dale: _ Index Well level Adi.factor Atli.Groundwater Level I'1+:nCOI;ATI(7►1�1 T t�ST :. Uale:. ...1: ; Iltdr::l�j7�.:: . Observation Hole H I Time at 9" Depth of Perc y0 Zug Time at G" Start Pre-soak Time ` Z� GrAUOv > ` Z`�G:�t..t0A1S � s-�- _ t Time(9"-6") `i 211 �1rtin. `ETA, End Pre-soak RalcMin./Inch SoMt stt7_, ti- QkAl Ell Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) To beTt3 tit NE #N tUtoK Original: Public Ileallh Division Observation hole Dala To Be Completed on l3aclt Copy: Applicant nV +�N'�.IOI.V.1 OB Mule # -- Depth from Soil Horizon soil'fexture Soil Color Soil other' t I Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. onsislenc ravel ,, 'PAR-COY pEGOM4pSET� LoAM IOYR z Z 1-1— LID 3nP, v �ME Sll_TS 4 o- 1 Z o C m om. s I O s A�Q6tok. .w° E.EI'OBSE ATIO1 I DOLE;L1bG. IIgle# 2 Depth from Soil Horizotl Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Uoulderes. tt i tenc °o Gravel) PARTLY pecoMposeD O -I t�lave5 + tw\b5 I - 9 L(DAMI of z �1 '� y1 MG1) N Io F\ Y (� soAe Slus LI -1Z0,• moo. sA o3sEfZvRZ►oN wL-c.�, SE`� 'M 0eTP— lW-- tAwti (o. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. onsislenc ravel Q PP IF7 V DECoirtF'o�E D LEAO Lo%M z J - 36 mED. sAND 1 o'°/R `l/(, 3b -58 C tnE�. s Io`I S8'IZO Nn . -'-AUL) Z.5 `/ I SOME SITS \ C AEEI.' COSERVA TIONOI;E;LOG : Depth from Soil Horizon Soil Texture, . Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consis(ency.%Gravel) �ARTcy 'DECoMi�oS6}'� - LI P, L&\M 10�R zl c - a -'V frl 5AN IO`± y/(o SflMrc S\��� fllood Insurance Rate Map;. 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 l,taterial exist in all areas observed throughout the area proposed for the soil absorption system? VE S If not,what is the depth of naturally occurring pervious material? Certification I certify that oil Il ' 1795 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required tr ' 'ng,expertise aid a erience described in 310 CMR 15.017. 0' Signature Date l I W�p'LWF��ti Town of Barnstable • s�>�vs�n��. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 30, 2003 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 a RE Par el 7 ®stelvllleWest B,arr►stable;Road; Marstons Mllls A 127007 f: ` � _ Dear Mr. Sullivan, You are granted conditional variances on behalf of your client, Joan Canzano Trustee of the 702 Realty Trust, to construct a replacement onsite sewage disposal system at parcel 7 on Assessor's Map 127 Osterville-West Barnstable Road, Marstons Mills, Massachusetts. The variances granted are as follows: PART VIII, SECTION 9.00: Only 2.8 feet of naturally occurring pervious soil (measured vertically) located above the perched groundwater table elevation in the mid-area of the proposed soil absorption system location. A minimum of four feet of naturally occurring pervious soil is required. PART VIII, SECTION 1.00: The soil absorption system will be located sixty(60)feet away from a small isolated wetland (NOTE: This wetland is not State regulated). These variances are granted with the following condition: . • The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated November 17, 2003. The variances are granted because the existing ground elevation contours and perched groundwater conditions which exist at this property severely restricts the location for a proposed soil absorpf n system. Sincere yo rs, f . Wayne Milli, M.D. Chairman SullivanCanzano J Of�HE f0� DATE: / N O� FEE: L * LUMSTABL& • MASS. v� %639• � REC. BY AjEp yA Town of Barnstable,, 1HED. DATE: /Q3 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,&S. FAX 508-790-6304 Sumner Kaufman;M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 0S-&ry1'J1 e —IV Ba rr-6*b J f 'ed, Ma r�Ings . M'I)s Assessor's Map and Parcel Number: �� ®� Size of Lot: QC `�^Jelieutd_; i',`ilBut 3GO Ft. Y ✓ 1)LI s Nnw� e: c�, No Sult:livision h;:i!.ne: _t"TLTC:�.NT'S,NAME': J 00-n Laid the owner ul'I!te lirol)erty authorize ou to represent hint or leer? L7 IT,014 RTY(,%ViN1 1%'S NANTIE Ct)1:'l':'tiC 'PEI-4-SON j-oa,r7 ea-n ztzn 0 TrS Vie.- kS"tj-J l/' Name: rh e 7© a. 1fe0-1 A4 7 7-Z6-y- Name:_kwl/j'✓CZh - roo B©x LS I Phone: 6,9f - --110a- 313 C/ VARIANCE FROM REGULATION(cast Reg.) REASON FOR VARIANCE(May attach if more space needed) W,n Pa. I-ess Yhd At:& i s proY/dg-d. a-bo l'e- On 5, e. J)tiS' etfahmu : /�lQk>'nu r.�Gt.T,ea elak �fi rn '?, 06 .Z O—lla, nt_ O F 0n-Zs;4, O ffit l-)" 6 perv%gat star/ a1L-105!q G .��.os,&/ 5Li-.kmc U� MILfgi naa kok- NATURI OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) /' } Four(4)copies of the completed variance request form ( � J _✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) IV 11 Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems [only if no expansion to the.building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. VARIRE .DOC Q:\HEALTH\Application Forms\ Q NARRATIVE TO ACCOMPANY BOARD OF HEALTH VARIANCE APPLICATION FOR Joan Canzano Trs, the 702 Realty Trust 0 Osterville-W Barnstable Road, Marstons Mills, Mass. Map 127 Parcel 007 The project site consists of approximately 5 acres of land on Osterville West Barnstable Road in the village of Marstons Mills. The site is located on the opposite side of the street from the Sheriff's Youth Ranch. This parcel of land has been in the Canzano family for over 40 years and they now propose to develop the lot with a single family dwelling, driveway, septic system, utilities and all associated appurtenances. The site has a small isolated area which is not a State regulated wetland and therefore, Title 5 requires no separation distance. Town of Barnstable On Site Sewage Disposal Regulations Section 1:00 does not require a separation from this isolated wet area. The naturally occurring groundwater at this site is mapped at approximately 40 feet below the surface. A discussion with Ms. Belfit at the Cape Cod Commission, confirmed that the estimate of high groundwater levels in Cape Cod Commission bulletin 92-001, does not apply since the encountered water is perched. JoavL CaVVzvLao November 13, 2003 Board of Health 200 Main Street Hyannis, MA 02601 Dear Board of Health, Peter Sullivan of Sullivan Engineering, Inc. has my permission to represent me in all matters before the board of health with regard to the septic system for my property on Osterville-West Barnstable Road in Marstons Mills (map 127 parcel 007). Sincerely, Joan Canzano SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 DIRECT ABUTTER LIST FOR MAP 127 PARCEL 007 FOR BOARD OF HEALTH VARIANCE Joan Canzano Trs, The 702 Realty Trust MAP /PARCEL OWNER NAME 127 019 Dorothy M. Oosterman, Tr. Christmas Way Realty Trust P0 Box 321 Marstons Mills, MA 02648 127 035 Arnold O Johnson & 155 Bumps River Road 127 036 Osterville, MA 02655 127 039 Gary Blondin 10 Little Pond Road Marstons Mills, MA 02648 127 041 Town of Barnstable (Con) 367 Main Street Hyannis, MA 02601 126 005 Kenneth P & Sharon Lacasse 1.424 Osterville-West Barnstable Road Marstons Mills, MA 02648 126 035 Scott E. Munson Tr. Ost-W-Barns Rd Realty Trust 1415 Osterville-West Barnstable Road W Barnstable, MA 02668 126 061 Town of Barnstable (Mun) 367 Main Street Hyannis, MA 02601 • ENSR International 95 State Road Saaamore Beach,MA 02562-2415 (508)888-3900 FAX(508)888-6689 www.ensr.com December 16, 2003 ti Peter Sullivan, PE Sullivan Engineering, Inc. 06328-058 P.O. Box 659 Osterville, MA 02655 RE: Wetland Resource Area Delineation Canzano Property 0 Osterville—West Barnstable Road Barnstable (Marstons Mills), Massachusetts Dear Peter: On December 15, 2003, Kathryn S. Barnicle, PWS, an ENSR wetland scientist, conducted a second field inspection of Wetland A located at the site to determine if it met the definition of a vegetated wetland pursuant to the Barnstable Wetlands Protection By-law (Article 27). According to the Bylaw, vegetated wetlands are defined as "Any area of at least 500 square feet where surface or ground water, or ice, at or near the surface of the ground support a plant community dominated (at least 50 percent) by wetland species." Wetland A is an isolated vegetated wetland and was delineated with pink flags consecutively numbered from Al to A8. This wetland is vegetated with American holly (Ilex opaca), red maple (Ater rubrum), black gum (Nyssa sylvatica), inkberry (Ilex glabra), and cinnamon fern (Osmunda cinnamomea). The uplands are vegetated with scarlet oak (Quercus coccinea), white oak (Q. alba) and American holly. Wetland A did exhibit redoximorphic (hydric) soil features and surface hydrology (i.e., stained leaves, standing water). The majority of the vegetation observed in Wetland A is the American holly which is indicated as FACU (facultative upland) as identified by the US Fish and Wildlife Service National List of Plant Species that Occur in Wetlands: Massachusetts (1988, updated August 1995). The FACU category definition is as follows: "Usually occur in nonwetlands (estimated probability 67%-99%), but occasionally found in wetlands (estimated probability 1%-33%). An assessment of the plant community was performed in Wetland A in accordance with the guidelines provided in the Massachusetts Department of Environmental Protection (DEP) document entitled Delineating Bordering Vegetated Wetlands Under the Massachusetts !Wetland Protection Act (1995). Vegetation is determined to be upland or wetland based on :he "dominance test". The vegetation dominance test results are shown on the attached form. According to our assessment (see attached), Wetland A is comprised of only 35 percent wetland vegetation. Based on the Bylaw definition for a vegetated wetland, it is our opinion that Wetland A does not meet the 50 percent vegetation criteria. C11 Over 30 Years of Excellence in Environmental Sevices Peter Sullivan " Page 2 This wetland does not appear to meet the definition of isolated land subject to flooding as defined at 310 CMR 10.57(2)(b) pursuant to the Massachusetts Wetlands Protection Act (M.G.L. c. 131, §40) and Regulations (310 CMR 10.00). Please do not hesitate to call me if you have any questions or need additional information. Very truly yours, ENSR Kathryn S. Barnicle, PWS Senior Wetland Scientist Encls. APPENDIX G DEP Bordering Vegetated Wetland (310 CMR 10.55) Delineation Field Data Form i Applicant: Sullivan Engineering Trans c` h�a. Wetland A Project location: 0 Osterville-West Barnstable Road,Barnstable DEP File No: Prepared By: Katie Barnicle,ENSR Date of Delineation: December 15,2003 Check all that apply: I ❑ Vegetation alone presumed adequate to delineate BVW:fill out Section I only ® Vegetation and other indicators of hydrology used to delineate BVW boundary:fill out Sections I and II i ❑ Method other than dominance test used (attach additional information) Section I. Vegetation Strata Plant Species Scientific Name Percent Percent Dominant WetlandCover Dominance Plant? Indictor Cate o ' Trees Holly Ilex opaca 80 73 Yes FacU Red maple Acer rubrum 20 18 No Black gum Nyssa sylvatica 10 9 No Saplings Holly Ilex opaca 10 100 Yes FacU Shrubs Holly Ilex opaca 30 60 Yes FacU Inkberry Ilexglabra 20 40 Yes Fac* Vines Greenbriar Smilaxglauca 10 100 Yes FacU Herbs Tree club moss Lycopodium obscurum 40 44 Yes FacU Cinnamon fern Osmunda cinnamomea 50 56 Yes FacW Use an asterisk to mark wetland indicator plants: plant species listed in the Wetlands Protection Act(MGL c.131,s.40);plants in the genus Sphagnum;plants listed as FAC, FAC+, FACW-, FACW, FACW+, or OBL; or plants with physiological or morphological adaptations. if any plants are identified as wetland indicator plants due to physiological ormorphological adaptations,describe the adaptation next to the asterisk. Vegetation Conclusion Number of dominant wetland indicator plants: .5 Number of dominant non-wetland indicator plants: 5 Is.the number of dominant wetland plants equal to or greater than the number of dominant non-wetland plants? No Percent of dominant wetland plants vs. non-wetland plants: 36% Transact No Wetland A December 15,2003 Page 1 of 1 ASSESSORS REF wn in,wa, _ c1� �'w°"'r°e 'm OVERLAYMMICT: -AW�Nwwm m3,, - ' lb le0 PsebW�AaEttmn _ . v OnrY G143b'-AtP3 iBlD WN LOGA A4AP:- e � sm.r.aoc FLOOD ZONE: i l ..yy.e..:..... .w... w3 c"' rr a ass fwa. ueso s 1 1 s u• er . wc ox norac e,mtnm amcamn, 1 ` 1 �\, ram`y+w._ ` NX 1 `• "r �. \ ♦��s'♦�, v .tam' _ .� ♦♦. `'fir .. .\ >na�:• a T9 It — tit �,-• - `��,. �♦ ` `` t ��M�- .;�,�,�w .�.♦ � t . 1 m \ i r .. i' t - gym'. \�� �- e.�..'rir.�m• � - Q ♦tom `,����` ``\ rr. �_ ^` 16 A le irm `ID\ c ; m OF E ♦ \l PLAN VIEW •' t t - S � taro. tr.m rwls f�y.wn,wY.�.rsrww.V.,a,r awrw ^^mTi_` 1 yMm m.rp1 m mar en Ymr re se ra.r Y is t 'w.ao.trpq.esrwmsa,.ar Y+.mt wr.r..e r.r. .♦ I'" Y b�M..3i dtf MaOe'NGi - .♦ 1 T� PIdTA1PLP BI: FMAWFD fat - A PROPOSED SITEIAPROVENENTS in SWH.Eng M&I.. GaPeSUN JOANCANZANO.TRS tS1 O OS MILLET.W.BARNSMa ROAD Do. z oa.a Roo° 256 BEACON ST03 YARSMNS Y11LS,@ASS. ,... Ota.ae Ar BOSM NWS& z)m.,mosmnr .w m,o+.a J _ remt r,,A nu war fWe awwme.q,Y003 �""ns Stm.e' vs co<Pl amt wK4ft . a t3.gr F No. o 003' % /,,Z '7�/0 Fee s /to THE COMMONWEAL H OF MASSACHUEJETTS Entered in compute Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS .� �. ZIppYication for Migoal *p5tem: Con!6trurtion Permit pplication for a Permit to C nstruct( O Repair( )Upgrade( )Abandon( ) O Complete System I]Individual Components Location Address or Lot o� &l rV,%)e— VVe0-7&rn,/U( Owner's Name,Address and T 1.No /�. Ma I-I f 1 rr 0 j.S ,Jean e" 2Q./L077 , 7OA /C eCU/l Tfaj--- Assessor's Map/Parcel ©�5 �acc7r� ��- �!�? o7 1�7 Prc t Do — C�77i N ins+ oa G/ - w a aInstaller's Name,Address,and Tel.No. OO Designer's Name,Address and Tel.No. SOe -4 2-e-33 Vy p� �etlli✓ate �h�/'��i�� .Zn�- 'O Ind I�II'�t� 7 PQ�/Le r nCL, asf<u-v)'ilc ;rr A 00'. pe of Building: Dwelling No.of Bedrooms Lot Size 50 sgrft"' Garbage Grinder(A� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �J46 gallons.Pd Plan Date / ✓• / oI1003 Number of sheets Revision Date Title !ODL�S��L �i+ �Mr/J/7�V zr» ►� O �S '✓�%/ rS _ /ld ;/�i/�] Size of Septic Tank 500 94_//vim! Type of S.A.S. in!j A,,C. Description of Soil e- aP /0,g2/� 11 L Nature of Repairs or Alterations(Answer when applicable) ...,� atra�^fit'^ JLSIGIVIIVC7 hl vINS I ALEPrl!ON � T IM 1NRITiItiCi Date last inspected: THE SYSTEM WAS INSTALLED IN STRICT Agreement: ":000RDANCE TO PLAN. 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. Signed A Date Application Approved by Date Application Disapproved for a following reasons —71 Permit No. 0 0 3 6 AT— Date Issued -------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS �rt art- uESIGNING ENGINEER MUST SUPER`T-Z Certificate of Complia.nceISTALLATION AND CERTIFY IN WRITING THS S $TAM WAS I STALLED IN STRICT THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(� N)Upgraded( ) Abandoned( )by at O D v "7 f has been constructed in a ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. —621 dated f h 0 Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. �UO3�b�'�O -------------------------Fee U HE.COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEa MASSACHUSETTS DESIGNING ENGINEER MUST SUa= A &gw5al *p5tem Construction P'erKIEM 10N AND CERTIFY IN WRi i fHE WAS INSTALLED IN STRICT Permission is hereby granted to Construct(X )Repair( )Upgrade( )Abandon( r) CORDAKE TO PLAN. _ System located at sk4-✓A /e _z 7 fat:, 67� 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 ust be completed within three years of the date of t4 Date: Q Approved by / ,_�r��... -fit �.;,��zt� 4- '•' � ,. ./�� ,- _ �� _4 No. d QU 3- (�� U�„�roK�(� -VrF 4 7 , 1I�/'���1 R Fee �/� to i THE COMMONWEALTH OF MASSACH05KETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS b . R 'V 2pplication for Migool *pgtem Congtruction i3ermit AWication for a Permit to Construct( Repair( )Upgrade(, )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�to &kryi%J e,- VV la l- -&rf)• Rq Owner's Name,Address and Tel.No. "ea,n L�'a.n uan o%"h e. 70A leeaa f y 1 Assessor's �: Map/Parcel 44fis mn :5f A lnstaller's Name,Address,and Tel.No. �, ( Designer's Name,Address and Tel.No. ,J"9e - t!2-e'✓3 Y41 ') I° r � 7 pa rlo r get-, 04 -Crvj l/t ,l- /4 Od[eat pe of Building: Dwelling No.of Bedrooms Lot Size 50C!T sq-fF.1- Garbage Grinder( ® Other Type of Building No.of Persons —Showers( Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons./04 Plan Date /yd(, /740100.3 Number of sheets Revision Date Title LU- Aa rod d 2d ;nun Size of Septic Tank a 9a-//.rr'l Type of S.A.S. L.r_'tt 16 1'11GJ Description of Soil - /o_4� �/,9. .2/9 r u_ )94A4`1t79t°/L7F 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. Signed -. A Date Application Approved by -. a Date i Z ll,;/U 3 Application Disapproved for the following reasons- / Permit No. 2 U d 3 Date Issued 1 / i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed()()Repaired( )Upgraded( ) Abandoned( )by at la US ►" l / -,hyii' _ / d6 has been constructed in ac ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a k -6aJ' dated ) a �9�� 3 Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------- No. UO3—�jo2( Fees OU OF MASSACHUSETTS- I PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS } Miopo!5al *p!5tem Congtruction 3permit Permission is hereby granted to Construct(X )Repair( )Upgrade( )Abandon( ) System located at Q A<At '✓>//e__ /,t) -&!-mALZ.,e led 1—n t �xv 1.2 7 D`2,q/az 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 ,'s permit, i Date: 17 � d Approved by h/ /�� a;. Pere Teal P 10.119 Debt &141M A SElna P.Suiven B ON Itedh D.Sta►eon Ek all nr .� L,"Slh 1 Fri slereMon 90.2 O-Z' O Pine Nemlkea 8 Leaf Matter 7-11' A Lowry Sand 1UYR212 4'-tT B Med.Sand Some Silt 1UYR 4M 417-12D' c }Ned Sand 1UYRS8 86.9 Top of Horizon Water Efrcaurdered ® 9-1 82.4 H2O Perc 0 4tT Pre Soak 15 Mkr.Pere flats less than 2 nun/'ardt CJses/Matedal owLfpl� j FG-elevation 09.0 0 1' O Pk»Need 8 Led Matter 1'4 A Loamy Sand tUYR2/2 4'-41' B Med Sand Soars Silt tUYR 416 41'-12Lr C Med Sand 10YRS8 85.0 Top of I lorizont Water Encountered ® 84' 82A H2O Perc m 41- Pre Soak 15 Mh.Peru Rate 2 min/krch y Cleve 1 Matalal r"fro/. i FG-elevation 88.5 03' O Pierre Needles d Leaf Matter -T-T' A Lomny Sard IUYR2/2 7-W 8 Med Sand Some Silt 1UYR 4/6 38-120' C Med Sand tUYR6/6 tfJ.3 Top of Horizon Weber Enrcourtered (Q Pr tS2.O 1120 rest frol. 1 FG+ekevatlon 88.5 »„ O-T O Pkm Needs d Leaf Matter 7'-4' A Loamy Sand 1UYR22 4-60 B Med Sand Some SIR 1UYR 4/6 • fXr-12IJr C Med Sand IUYRSB R3.5 Top of Horizon Water Emmntered® TT' 82.1 1120 Obeerv~Wri TH 0 1 Rearlkrpe May 02.2003 elevation 80.2 Use as design basis and use 5 foot separation May 12.2003 elevation 80.0 therefore bottom of s stern k y �elevation 91.2 �?4 t� Town of Barnstable Barnstable Board of HealthAHmalnCft 1 1 BMWSPASLE. ' I 200 Main Street, Hyannis MA 02601 Fa 6 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. April 20, 2017 Mr. John.O'Dea, P.E. Sullivan Engineering and Consulting, Inc. P.O. Box 659 Osterville, MA 02655 RE: 1450 Osterville-West Barnstable Road,, Marstons;Mills A= 127-001-001 Dear Mr. O'Dea, You are granted conditional variances on behalf of your client, Earnest J. Jaxtimer, to construct a replacement onsite sewage disposal system at 1450 Osterville-West Barnstable Road, Marstons Mills, Massachusetts. The variance granted is as follows: Section 360-18 of the Town of Barnstable Code: Only 2.8 feet of naturally occurring pervious soil (measured vertically) located above the perched groundwater table elevation in the mid- area of the proposed soil absorption system location. A minimum of four feet of naturally occurring pervious soil is required. This variance is granted with the following condition: • The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the. system was installed .in substantial compliance with the plans dated March 10, 2017. This variance is granted because the existing ground elevation contours and perched groundwater conditions which exist at this property severely restricts the location for a proposed soil absorption system. Sincerely yours, VA aul J" n , D. Chairman QA0Dea Jaxtimer Variance 2017.doc ��'`- ��` �-�i� u ��� �� /rl S 3(�3 DATE: -� o FEE. • BMW9rABLE, • t-o Slg Mass. WI i6gq �� REC.B4� � • `° Town of Barnstable -� SCHED.DATE oc0 V Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION r� 'rlT� p , M Property Address: \ srltnl�U,t " W f.7�QS}- k mz, L.�l. �� 1 aakn$ rk ft Assessor's Map and Parcel Number: 12,'? 00-1 06 I Size of Lot: Wetlands Within 300 Ft. Yes Business Name:�U l�i�/ &411'�CLC 1YlA I.lJV1�U�Th11+�� }'lE.• Noo• Subdivision Name: �JOh / 'L APPLICANT'S NAME: r1 0"Dea c. Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWL --��NER'S NAME CONTACT PERSON Name:erlgaT J. , x'1mcr Name: c�lf1 %Q Ii NOA-SY4 Phone: EMAIL: Amy%G&S axEs Yl•LWh VARIANCE FROM REGULATION(List R .) REASON FOR VARIANCE ay attach if more space needed) e 3uoieC&'i a a t dF 11) /VZgtLe-&UA4(, 1ASo1Me..r!KV0111flk on rYWdiml . NAT OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev Jan2017.DOC . �f . . . . .I 5,2017 Town of Barnstable Board'of Health ?00 Main Street Hyanni s,MA 02655 1. Re 1450 Ostezville;WestBarnstaFile Road,Marstons.1Vl;lls I?ear Ladies and GeII.nQemeri; Please accept this letter as authorization to have;Wpresentatives of L;aw Offices,of Michael.D. Ford afHarwich, MA and representatives of Sullivan Engineering&Consulting Inc,cif Ostervi:Ilc,MA represent n�iyself,.f .J. Jaxtimer,`on matters before the Town of Barnstable related 4. to designing,improving, modifying, upgzading;;replaeng atd/or installing betterments to a property owned by tiygelf. If you Have any questions about this matter,pleaseI.contact me at Thank you, . ''P, .: - �. . �: :.- :r�:.: I -0 �. .:. �..... � ;. A -,. 1. f ' -. EJ. Jax'tmer . .11 1. .-- � .., 1. :': .��;.��:� �.-.::-:! � ,,� � - . — '. :. :��,�-! �:�.?.::, ,:.,:.,: 1". I - .:. .: , . W .. . ... Town of Barnstable 6 �� ' Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 30,2003 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: Parcel 7 Osterville-West Barnstable Road, Marstons Mills A= 127-007 Dear Mr. Sullivan, You are granted conditional variances on behalf of your client, Joan Canzano Trustee of the 702 Realty Trust, to construct a replacement onsite sewage disposal system at parcel 7 on Assessor's Map 127 Osterville-West Barnstable Road, Marstons Mills, Massachusetts. The variances granted are as follows: PART VIII, SECTION 9.00: Only 2.8 feet of naturally occurring pervious soil (measured vertically) located above the perched groundwater table elevation in the mid-area of the proposed soil absorption system location. A minimum of four feet of naturally occurring pervious soil i required PART VIII, SECTION 1.00: The soil absorption system will be located sixty(60)feet away from a small isolated wetland (NOTE: This wetland is not State regulated). These variances are granted with the following condition: • The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated November 17, 2003. The variances are granted because the existing ground elevation contours and perched groundwater conditions which exist at this property severely restricts the location for a proposed soil absorpt n system. Sincere yoGrs, Wayne Mill , M.D. Chairman SullivanCanzano No:. Fee*jsu` ca THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE9 MASSACHUSETTS Yes T[ppYicatton for Miopont 6paem Conotruction 13ermit Application for a Permit to Construct 40 Repair O 'Upgrade O :Abandon O ❑Complete System ❑Individual Components Location Address or Lot NO. �� '����I/F wner's Name;Address,and Tel.No. 6,t Z 1�r0`4'9_Z JOA-ry CA.MSAOLAo /'11•E 'Z02 �Tz(1<LUS Assessor's Map/Parcel Ok fop ,(L?A _c C_ 00"7 2sZa Zt3� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. S t,Lt-L V A"$a16 ems G EFIZX N6 /j.0 Type of Building: Dwelling No.of Bedrooms �^ Lot Size 4M r4O sq.ft. Garbage Grinder (�6 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design now(min.required) gpd Design flow provided S$J- gpd Plan Date Nbu t7,2�' Number of sheets T— Revision Date Title T¢APg6=p `�c.ir l d►n�,rzny�wt�NT'S v C�• QS'�l I L(-C W-5&&PJ5 Tpo z V o Size of Septic Tank Type of S.A.S. Leg G c Nr. 3 TG Description of Soil 5C-C- ?'* l0 ti 'Z l Z) &r 3&,KAA latVT t**'i 4(u Me oro Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in . accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date e -Date- Application Approved by. 'Application Disappr-oved_by: - Date for•the following reasons _. Permit No. _ . . _ ._. —Date.Issued—.——_ _ — --_ __--- ._---------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( X j . Repaired ( ) Upgraded ( ) Abandoned( )by at �r t^,E2S!t t.J 6 �elj' '%M L.�^e-n has been nstruc �rccordance with the provisions of Title 5 and the for Disposal System Construction Permit No "� dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ® Engineering & sullivanConsulting, Inc. (508)428.3344 • P.O.Box 659 a 7 Parker Road,Osterville,MA 02655 seci@sullivanengiri.com • www.sullivanengin.com ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing As a direct abutter of a proposed project,please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific information is as follows. Applicant: Ernest J.Jaxtimer Project Location: 1450 Osterville-W.Barnstable Road, Marstons Mills Map 127 Parcel 007 001 Project Description: Applicant proposes to construct an onsite septic system for farm office, requiring a variance from the Town of Barnstable's Board of Health. Representative: Sullivan Engineering&Consulting, Inc. 7 Parker Road, Osterville, MA 02655 508-428-3344 Details for the Public Hearing: Place: Barnstable Town Hall 367 Main St., Hyannis Location: Public Hearing Room Date: March 28, 2017 Time: 3:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering&Consulting, Inc.'s office. Please call if you have any questions regarding this notification. Please call the Board of Health on the day of the Public Hearing to confirm the location and time for the hearing. I No. � J Fee �5 coca E " Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y J<< Zpprication for Migogal �bpgtem Congtruction permit Application for a Permit to Constr ct Q'J epair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components W- C7s Location Address or Lot No. wner's Name,Address,and Tel.No. �n rYesTolvs 'M� -5 J +u C.A,K�.�..uo l i1+E 702 (arc f i cuasT Assessor's Map/Parcel dh k(7 2SZo 0 aA-C . �'*3 1�A.fZ-c-c 1. 00'7 air- —�5-'�i6 l 1N�� bZll Cfl Installer's Name,Address,and Tel.No. O� Designer's Name,Address and Tel.No. -5U LL.k v A"�y Co\.YU t:'Z=1_ `C176 �/� c 1 I o I L.c..E MAO Type of Building: Dwelling No.of Bedrooms �5' Lot Size (D75 sq.ft. Garbage Grinder (f�6 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) J gpd Design flow provided SS5 gpd Plan Date Nt>U l7�Zpp'� Number of sheets I Revision Date Title Te OPS6j is D 5 cT 1AA e fZ1�,,,/E VWl r(U'T-� C>S-kE"l LL G \LA-5A42NS T;ArG t G (J Size of Septic Tank ) p Type of S.A.S. Lea, c LNG Description of Soil S-E`� F74 10 , Z 1 9 �-�.KKA EN 1 C uu me e5w i4Aco) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date " Application Approved by e Date, Application Disapproved by: Date for the following reasons A eon Permit No. &60-eepDate Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Y) . Repaired ( ) Upgraded ( ) Abandoned( )by at �r ( ,t E2�(((_L E L�'1�7 + �j�-� e(7 has been construc in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ---------------------— L- � -------------- ------=-——_——___—_—————__ -- s No. ---- ----_------ Fee - - - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS D gpogar *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) \ System located at 05 I-EaVI LcZ \4L) - 5Mp c_F 12er� M J/1 VX4 i�7 i co 7 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by Fee l o O I G4 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ^� 3pplicatton for W5pont �&pgtem Cow5truction Permit Application for a Permit to Constructt(,) Repair.( ) r Upgrade(' ); Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No.O" '6-> t���'�� � O e's Name,Address,and Tel.No.6 1 Z"moo`4997 K 1�,W-S-roNX N1N►a.S j bA" C,4� c ?02 (Z,56J-Vt(1 aA.AST 13 Assessor's Map/Parcel VIAtti(2 2 Ste' M QZU 60 Installer's Name,Address,and Tel.No. UU 1 Designer's Name,Address and Tel.No. SULt,tv.Ac.. 1=i..\G.rv�t=2�rU6 Pf aj 'U' 7� x � ��7 C�sevlccEMF�oz�s5 Type of Building: _ Dwelling No.of Bedrooms � Lot Size 2Z:5 sq. ft. Garbage Grinder A0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) J—4?D gpd Design flow provided `�S�5_ gpd Plan Date N e U a,ZC03 Number of sheets ! Revision Date Title ?CO 05 iED `'J tZa I 'M?(ZOV E tN1 (aS 1-F_2V l LL C- \,j` TA LG Size of Septic Tank 1 Type of S.A.S. rU6 i3cn Description of Soil 5EZ3, F14 10 1 2 1 9 1 A711^c-.N M E i ku Fi>Q o ro ?LAeo Nature of Repairs or Alterations(Answer when applicable) M1 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 operatioh until a Certificate of Compliance has been issued by this Board of Health. t _ Sigpleed / „t' 4'Ill Date , .. Application Approved by � RNI,1�f�/t _ Date Application Disapproved by: Date for the following reasons • VpPermit No. Date Issued l _______ _______________ THE COMMONWEALTH OF MASSACHUSETTS .BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (x) Repaired ( ) Upgraded Abandoned( )by at (7~ �S i2�f t U E. ��-�PtJ2tV� �c-� e C� has been construate in accordance ' with the provisions of Title 5 and the for Disposal System Construction Permit N.,4 /� dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ———No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS i 5pont *pgtem Con6tructton Permit Permission is hereby granted to Construct (x ) Repair ( ) Upgrade ( ) Abandon ( ) \ System located at /`�°` 05 yF_2gi 1..tC VC' #M M o Yl \27 k00 7 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special`conditions. Provided: Construction must be completed within three years of the date of this permit. 1 Date Approved by I , - —. • -♦__._. -------------- _ _ -_ - ----- -� J----- -- --ten -- _ -------------'----- - /^� )'-T /•' J --.may ' .ICo:<_rC? ') I \ '�I 9YL•_e EwK'IE] 1 ' - __-- __- - _ � E — —�IIC \ 9A7H ��/�'a� / I c:m.crs_/♦`Y�. �,�: i� .A=' _ -R-_-`E- o j. LAUNCRY112. a._ �- I -- .w Pas - �I G o' / ♦L:- _ _. g. 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' I ..r \ - •.v,_� f_ �' RCCF BELOW ELI- BECROCM .._.F a _u SE_ROCM - - -- � -" I _-• _— " S /:` AEI \ ____� r.1 :.fll _ o '-_ " _, �--�• �-..c..T-- ='� s _� as --`d ••j � _ � _ -• L1 / .I F.NG -- - - I=UTU(ZE,3EDKOOM 45 m , i " 1 RrCc E 01 : m' I _ r MD7—,,�Lu, I f > • — _ -- __ Rccr I l Ir _ j ZONE: u RF 'j .v "s✓'"4 Area(min.)43,560 SF DESIGN DATA m .<Nw I ra q'1, ➢ Fron to a(min) 150' ODIa:5]6SF®]SGPD/I,000SF-43.R0.Ilolw 10Py 0ee°n m,o PrR<<sPlw.iO ` YRie' �• HSdfh(min)- Evployvez4®ISGPD-60 Gailom o , J-a,rmxnm r+«e Setboc s: Tohl-103 UPD Front 30" Dnlgv[m 330 Per Pdm Approvoh Side f5" } l _ Rear 15' SEPTIC TANK J•-ma. eanpq.ee rat-� rR (kt�4'` L� Ueee 1500 GcIl Compemoem Septic Took OVERLAY DISTRICT., LEACHING AREA a• '� AP-Aquifer Protection District 330 GPD/0.74(LTAR)-446 SF Requked '- 'i•) g Bottom Atee-(15'x 3a)-450 SF PmvidN is FLOOD ZONE: LEACHING CHAMBER DESIGN _ s' - Remon Ae unemmN<We All Pip.m be Srb4dde 40 Pafor.md PVC J/<•-,r/2• nn,u 5'a1 me atw Pw� - d Zone X-not a flood zone With Evdt VmW.U583-VO Duvibutlov a OvuWe W4Nae Slme O,1ne 5H,em ,IQ <�7. L k e..•Y @!<Ot«e mm nll a<e1Fq Community Panel No. tm.malsA3a l..InIDR B<dmsbowo. Jta cnla Ixns(J) v- ...• 1 gs, .;•y ao c 25001CO542J \ •' Effective July 16. 2014 r 15' - LOCATION MAP: / Cross Section Of Leaching Bed Scale: 1" 2000'3- I I Not to Scale ASSESSORS REF.: r.r.EL 940 Mop 127, Parcels 7-1, 36, &J5 +,11 1 E0.EL.92.0 5.xvle 6(1)p.) In 1 Proposeq,nwe4(ron Pwt So- no. DIRECTIONS: °/ ; `+ B I '°� o's ee rq 5da aim „ +\ w t ivnlAm RIw fl' CwnpwMenl 5 100o O°lon As ae4uvee From H nniS take Route 28 toward ° O \ <any nwA N-At se'..ren Pwnv cnnmew reo b g2 a S( v \ \ \ welarp,ovr<E/ ea EL. N-20 RpubM EL. Osterville. Take o right onto 05terville " `\1 \ rnl-,<e/semee o-el, .es West Barnstable Road and follow to Race 1\\: ,o.ea s m,,, 1 A \\ \ \ \ '\\ o,ba,one Sedwl n Lone where you will cross over and � r� continue on Osterville West Barnstable y \ 1 t \ \\• '� a s '+ b Rood. The project site is on the right. P _ i \ ! \�., "c° re v<Aamuee weQ x 5 01: a,t.' SE \\\. 8oeeog;l-,. v e a R po. r b.fn9 a �._ WAY < \� .).\ '�< @ e<trne s Jlo,wn.lxass:J '^ "dill" -.--�,,\. /�.�• DEVELOPED PROFILE OF SYSTEM !,\r/ \ NOT TO SCALE Yr+ \ !'\ - L«ale Amur B+ rM ..Sole @ L«a vv \ al.w. rw, flee.Coeea ee%ws,a:,°ee�` l IN t to, I t o \ t x Pbo \\ m eLr„I, $ r 'II 1 \\ Joet./ a, �«"w eaa 8 svne " 'e sm.n we 2<1 ca.=ma Aeo» Aa �I I \t\\\ 1 ,1 1I \i\I tiewm:s con, '` f,\ 45.E\01 6W1... 45 + is 50699 PUMP PLAN VIEW DETAIL NOT TO SCALE N 10 i+. `�'L�_,\•' cw,aR m,o o,.mn<.le, ! I 2n"d row<.@ nenl uw<e 2.ro Heenw. o I \I ,I✓ , X'� rww.a c<.<. J �s A.aPut r, SAP x rwA .x, ee- oeae�U / I \ \\\```( > j �/, ,- X_` �`` \�.dl \\ I 1�1• ez A lLmne Ol/.16x)9 � $/I I 1• ai.\. \` -.. ll r opq Tr+ `Soo �I 4\?,0 !`I e� ' a re S..le Put i � I\• \- \ \ � / ,1��! g's q�� ,03, `/ \\\ ;\ l��� r BONom''olsGamew A y'' k\ 1 v 5lvbly Diem \t `'\ `` '`•. 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OUYER OIAYER oum {\j.✓1J5 Canifnws Tree ! I / PMgI.'FRDLES QLBAP ANTTER 0 Re PINe N9mlPe@L9APAfAT}ElW Z PM Nf.D to LPAPAUliEx .) I / AIATE0.10VR]n ALAY60.10Y8N AIAYPA IOYRrn AIAY0lI0YRL3 J VERY DARK BROWN VfiRYDA0.KBROWN VBRY DARKD0.0WN VERY DARK_% • IAAMY SAND BIM SANOb r, LOAMY SANO SAND D LAYFA OY0.U6 Y60. .Z DIAYBR IOYRub BIAYaR IOYR a6 Birdr DIlED LSOS0MSftLT DAAKYELLOWL418ROWN DAIETEIAANLW BROW„ OAAR YELLOWISH BROWN ep MaD.SANDSOAffi SLLt APED.SAND S0AIDSD.T 156Mt9.9A)m 50A03a.T AIED.9ANO SOA,841LT l auYER IOVR L6 CLAVERIIIR EW)w'l IOV0.L6 CIAYFA IOYRLB 101 _ Y6lI_S`U) Y0.WA15S,U'a VLUOW6HBROWN VELLOMSH 6R0\VN �p lH Of 41FS�C• MED.SAND MPD.$AND A®.9ANp AtE0.SAND Ceeor '1 PHIC TPSI 1 PFACTE4T aC. Holly 2MBNN <2Am4a14 Y,EA 00.0UNONAIEItBN000Nt¢RID '4 OROaNDWATE0.EN VONRRPD '0 0.GY0 D r.IlplMpwATOl ENCOUMERPD 'I /S3ERE� \� Im p rSSIOftAt\Ilr+\` SITE PASSED- TOWNOPRARNst-1, Incorporate SPR Comments 1051121171 clurrm w9ARna6um-MARcwnLLals e DRYPERWOVS RESTNCfION-food PROVmID Incorporate SPR Comments 04/27/17 - vAR1ANc6 RFQUa.6D REVISION: Update Office Dimensions 03127117 TITLE' Site Plan PREPARED FOR: PREPARED BY: NOTES: Proposed Improvements j , The property line information Shown was At EE Berm & CapeSury compiled from available record.nlormafion. The Farm, LLC g p Sullivan C. .1two., 2J west Boy Re, Wte G 2.) The topographic information was obtoined O 1450 Osterville West Barn. Road our atw-o m .•wv���� Geterolle MA 02655 from on on the ground survey 2erformed on r W.)RO-399,/-- teet<a or between 26IFE8103 and 03/007/16. ~ Barnstable Mills) Mass J: The datum is approximate mean sea level W Marstons Mills ) pP 40 0 20 40 80� 160 Draft:JOD Field: WHK/MOH/ASK hosed on town CIS maps. W March i0,20�7 SC L:'r1-401 Review:JOD Comp/Draft/Review:MDH/WHK/RRL = Project 1998165 Drawing y' C544_4gi exi 3V-0" 1 O I I �- J SINK I L—� I WIC O BATH I KITCHEN I r \ O I RANGE Q O ISLAND DN. CLOS. 9 — o N N RECEPTION (VAULTED CEILING) OFFICE GAS F.P. UP 3S'-0" 38'-0" ———————————————————————— FIRST FLOOR PLAN ' ag DN. z 4 RECEPTION OFFICE BELOW L——————————————————————————————————————— 30'-0" SECOND FLOOR PLAN THE ERRORS GNER OROMI AUL SANS ARE FOUFIEDND IF ANY SCALE : DRAWING NO.: BQ� COTUIT BAY DESIGN, LLc NEW BUILDING FOR: ERRORSOftON.THEBSAEFOUNDON THESE DRAWINGS PRIOR TO START OF `WILL BE RESPONSIBLE FOR THE CONTENTftTOft 1/411 1'-011 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION E.J• J AXT I M E R BUILDER COMMENCES WITHOUT NOT THE A l MASH PEE ,MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF FAX(50 ) 539-9402 1450 OSTERVILE W. BARNSTABLE ROAD MARSTONS MILLS, M AHTOD NGSREOUIRESTHEWRTTEN 3/21/2017 OMEN'OF THE DESIGNER UNDER THE CHITECTURAL COPYRIGHT PROTECTION NORTON,MA DESIGN AND EXPLANATORY NOTES MORTON BUILDINGS GENERAL SPECIFICATIONS 1.)ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS lOB NO. 1n-0672s6 LAMINATED COLUMNS-NO.1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S45 INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4"NAILS. 2.)MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRECAST CONCRETE COLUMN-MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 10.000 PSI.STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION.DESIGNED TO BE r MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS.THE SYSTEM IS DESIGNED TO 3.)DIRECTION OF THE LICENSED'/REGISTERED FNf.INFFR 1� RESIST BOTH AXIAL AMC)BENDING FORCES. 4.1♦THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUTTHE PLANS THAT ARE FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-W BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS,INC.OR MORTON BUILDINGS (SEE PLANS FOR DIAMETER AND DEPTH).MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. - - - SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. CONCRETE(MINIMUM COMPRESSIVE STRENGTH 2500 PSI)IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT W INTERVALS OR BACKFILLED WITH CONCRETE(SEE PLANS). TREATED LUMBER-PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO.1 - OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B(AWPA OR ICC-ES)AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER-SIDING MAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36" g O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS.ROOF PURUNS ARE 2.4 S4S NO.2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. �- ci ROOF TRUSSES-FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED9- = m AND KILN DRIED LUMBER AS SPECIFIED.IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU.TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT ckf Z. STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. O x SIDING 8.ROOFING PANELS(FLUOROFLEX 1000 T.,-0.019"MIN.,G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKEPON 70%PVDF FINISH WITH A NOMINAL I MIL.PAINT THICKNESS ON Z EXTERIOR. TRIM-DIE-FORMED TRIM OF 0.01 T'MIN.,G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES.RIDGES, Li-1 CORNERS.BASE WINDOWS.AND DOORS WITH SAME FINISH AS ROOFING OR SIDING,PANELS. - U 11' Z GUTTERS-S'K-STYLE..030 HIGH TENSILE ALUMINUM GUTTER,70%PVDF FINISH TO MATCH TRIM.ON BOTH SIDES OF THE BUILDING. ALLI D IG LU 2x4FIFI 02112 Z r z X Q i L LL1 f- LULL Z F_ Cie U s Q s BUILDING DESIGN CRITERIA ^� USE GROUP U CONSTRUCTION TYPE VIE v 8 Lu BUILDING AREA 50 SQFT 00 } BUILDING CATEGORY R / J ROOF SNOW LOAD' 24 PSF I p�f 4 I GROUND SNOW LOAD 30 PSF, 1 S' WIND SPEED IV.) 115 MPH WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY - B INTERNAL PRESSURE COEFFICIENT io.IB BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 METHOD 2 ZONEIE 19.4 PSF I ZONE 2E -25.2 PSF ZONE 3E --17.2 PSF ZONE 4E -16.1 PSF iY. MAIN WINDFORCE RESISTING SYSTEM ZONEN -15.9 PSF IN (ALL FORCES AM NORMAL TO THE SURFACE) ZONE 6E --12.3 PSF (FOR ZONES SEE MWFRS ON EUNATIOM PAGE) ZONE1 14.0 PSF 'I, (MA%USUM VALLIE SHOWN) ZONE 2 -17.5 PSF ZONE 3 -13.1 PSF ZONE 4 -12.0 PSF DRAWN BY: JSP ZONES - 11.7 PSF DATE.' 4/14/2017 ZONE 6 -9.5 PSF CHECKED BY:JMD ' CURRENT LUMBER 13.71,-21.8 PSF LUMBER SPECIFICATIONS(06-0I-20131 DATE.' 4/20/2017 SHEET INDEX SIZE DESCRIPTION BENDING VALUEFb CO- NEW&CLADDING WIND LOADS ZONE 13.71.-37.9PST 1 - LAD roacFS Acr rvoxmAL To mesuRFACE) ZONE3 13.71,-56.0 PSF REVISED OAlF SHEET# DESCRIPTION 2x4 N0.2SPF 13i3 PSI )FOR ZONES SEE ELEvnnONS) IHEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS REVISEDDAM''- 2x4 NO.1 SYP 1500 PSI F ZONE 4 23.79.-25.8 PSF I OF GI SPECIFICATIONS 8 SHEET INDEX BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT S I OF S6 COLUMN PLAN 2xa 21001 MSR SPF - 2100 PSI ZONE 5 23.79,-31.9 PSF SUPERVLSION AND THAT I AM A DULY REV/SED DATE.- S2 OF S6 TRUSS/BRACING PLAN.TRUSS DRAWING&DETAILS 2.6 N0.2 SPF 1138 P51 LICENSED/REGISTERED PROFESSIONAL ENGINEER. EVLTED DAIS I_ S3 OF S6 ELEVATIONS 2xd MD.I SYP 1350 PSI 2x6 21001 MSR SPF 2100 PSI 1 S4 OF 56 SECTIONS 8 DETAILS 2X6 2400 MISR SYP 24M PSI - SS OF 56 SECTIONS e.DETAILS MICHAEL L.MCC RMICK,P.E. of 56 OF 56 FASTENING SCHEDULE 2xe NO.t SYP 12A` PSI eY'H y s 2xB 2400 MSR SYP 240D PSI mIm Ick®a laddeSig-es.com L. DATE *L7 MICHAEL 2,110 NO.I SYP 1050 PSI UCENSE#41121 MCCORMICK 2x10 2400 MSR SYP 2400PSI `ROOF SNOW LOAD CALCULATIONS EXP.DATE:6-30-18 CIVIL FSO.41121 N12 NO.I SYP 1000 PSI 9 I 2112 22501 MSR SYP 2250 PSI PS =0.7 x Ce x I x PB x Ct X CS 12NI6' LAM I INATED VENEER LUMBER 28W PSI SNOW IXPCE FA FACTOR=1.0 i t =IMPORTAN FACTOR=I.0 31/2WY GLU4AM 1650 PSI PB =GROUND SNOW LOAD=30 PSF " Y 51/4'k161/2' GLLLLM 2400 PSI Ct =THERMAL FACTOR=1.2 1 1 51/4'k19 1/7' UGLU- M 2400 PSI CS =ROOF SLOPE FACTOR=0.94 .9 ��� h- n 1 PS ='ROOF,0 x 1.0 x FACTOR x 0.94=23.7 PSF /v/C�;.'�lF.' 1/}J�']t;(_,/�-.• , 491 SCALE,AS NOTED / NO. G1-0FG1 OFFINOCE' RTON.MA JOB NO. 122-067256 (/D V O Z w 1 1 1 LLJ U Z 0 0 0 0 0 _ _ L i b5'-101/7N' 8'-0" - 8'-0" - 8'-0" 8'-0" 8'-0" IT-T 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" a5'-I01/2� I--V VENTED SIDEWALL OVERHANGS X Q Q 2 V-0"NON-VENTED ENDWALL OVERHANGS F— Id I W Lu 1— O - - -+ - - F- - - - + -- $4 -I-- +- - - - - -+ - - - 49'-9" 49'-9' N = 18"M 24"M m 24"M 24"M 24"M 8 24"M 21M 241M 24'M m 24"M 24"M 24"M m 24"M 18"M -— 18"M I 18"s 47-101/Tl 42-101/7' Q 1< ❑ o m I ❑ § z y, I 1B" 35'-101/T 1 1 1 S IB 32'-10117' c 32--101/Z 8'M I 0 � B I Sn J 0 0 59 (ABOVE) 54 16-101/7' 8"M I II 13'-101/2'� - 18"M D � S4 § . 6-101/7' - I1 8"M ;0 18"M 24"M 24"M 24"M 0 30'M 24"M 24"M 2�M 24"M 30'M ID 24"M 24"M 24'M 19 e COLUMN PLAN LEGEND 54 ' I' sd B - 3-218.LAMINATED COLUMN LOCATION 5'-101/T' 8'-0'• 14'-71/7 5'-81/4" V-a- 8'-0" 8--T S'-81/4" 14'-71/7' 8'-0'• 5'-101/T' - DRAWN BY.' JSP DATE: 4/14/2017 HEADERED TRUSS LOCATION \ N - (2)3068 PLAIN FLAT LEAF FIBERSTEEL WALKOOOR(S),OUT SWING. § (` L ` N F `LEFT HINGE WITH CLOSER.LEVER LOCKSET _ _ o CHECKED BY.'JMD (4)4429 MB SLIDING WINDOWS) 7 7 C ^ < m aol DATE'�OAM� 4/20/2017- (2)15'-Tx 18'-0"DOUBLE SLIDING ALUMASTEEL DIAMOND"M" ry � ol REWSED — SIDE DOOR(S)WITH CROSSBUCKS WITH SATIN STAINLESS STEEL 3'-81/d"HANDLE.WEATHERSEAL,INTERIOR DOOR FINISH OF PRIMED SMARTPANEL 1/4" REVISED - - 4'x 3'-T'NON FUNCTIONAL DECORATIVE DOOR Q- (2)Ib'-Tx x 16'-1"OVERHEAD DOORISI• T REVISED — (2)3'-6"X3'-6"NON-FUNCTIONAL CUPOLA WITH WINDOWS WITH 1 EV6E0 DATE.'— 'M'30"WEATHERVANE - (2)3OX30 ATTIC ACCESS PANELS(VERIFY LOCATION) - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS Q- 7/16"OSB SHEARWALL LOCATION(SEE DETAILS ON SHEET S51 IB"M- IB"DIAMETER FOOTING WITH 5'TO BOTTOM OF 33"THICK CONCRETE 34 roe xs PAD(2S00 PSI MINIMUMI.32'BELOW BOTTOM OF PRECAST CONCRETE COLUMN PLAN Y COLUMN AROUND EXPOSED RE GAGE AND 3/4'k14"THREADED ROD L L WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE O'V1 IVv- COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN NO 41121 „ IN ONE OPERATION. 3PM-3T DIAMETER FOOTING WITH 5'TO BOTTOM OF 33"THICK CONCRETE PAD(250D PSI MINIMUM 37'BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXP SED REBAR CAGE AND 3br'A14'THREADED ROD S / WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE ROUGH OPENING SCHEDULE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN UNIT SYMBOL WIDTH HEIGHT IN ONE OPERATION. 24"M- 24"DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE SCALE: AS NOTED 38 1/4!�2, 8, FROM L PAD(2500 PSI MINIMUM).2T BELOW BOTTOM OF PRECAST CONCRETE ❑j g7" SCALE.' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4'k 1' a' 16' S 6 l 4"THREADED ROD WITH AN ADDITIONAL MINIMUM V ABOVE BOTTOM OF PRECAST S21/4" 335/8" SHEEINO. CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OF OF LOWER COLUMN IN ONE OPERATION. OFFICE' NORTON.MA JOB NO. TRUSS SPACING B'-0'• O.C. 122-067256 LIVE LOAD 24 PSF DEAD LOAD 4 PSF TCEILING LOAD 2 PSF SA'WIDE ZONE 2 8 3) TOTAL LOAD 30 PSF ( 9— 7— 0 4 2X4 PURUNS®22 1/2•'O.C. Bic#4390840OD4909 49- 9- 0 50`ECUSTOM S.C.TRUSS tE�VS+UOCP�ONS 5.01 WIDE9,D1N INDICATES PURLINS TO BE FASTENED (2 O w0NE 2&3) ®q1(E /HEADLOK.19'x 6.0"FLATHEAD LAG n� J 1" SCREW ALL OTHER PURLINS TO BE T()1 FASTENED W/60d R.S.NAIL ,7 a 1/Z O z ©60d R.S.NAIL S 20 GA.GALVANIZED(D 50'WIDE BUILDING PURLIN LAYOUT n TOP CHORD p PURLIN CONNECTOR OF TRUSS SCALE:1/2'=1'-0" Z / a•a, - L.LI . '•Z - W (1J#9x1"HWHSCREW ONPEAKSIDEAND� (2J#9x1"HWH SCREWS ON EAVE SIDE OF U PURLIN IN HOLES SHOWN(JOINT MUST BE Z TIGHT BEFORE FASTENING CLIPS) F E` tv i� h Iv i; i` I� tv I` 2x4 BUTTED PURLIN DETAIL _ - _ _ _ _ _ _ _ a w (PURLIN CONNECTED WITH 60D R.S.NAIL) o n o o - - - o o P Z SCALE:1 1/2•=V-9' Z .5'-101/2,4 8•-0'• &-D• 8'-0" w-a 8•-0" 8'-0" �' 8•-0'• 8'-0' 8'-0' 8'-0" a'-0" as•-101/2� X Q r I I I I II I II I II II II II ~ - - - - — - - + -- - -i- - - -I- - -I--+ - -F- - w rw— o 0 U � ' 60dR.S.NAIL ............................._©................................................................................................... ........................................................................................................................................................................................_..................._...._ 20 GA.GALVANIZED s0 O oQ v BOTTOM CHORD 9 PURLIN CONNECTOR -- © ..................................................................................... _........................................_.............._..,...................... ......................................................................................................................._.................. ...................._............... .................. 1 1 1 2 OF TRUSS �� - I � -- .................................... (1)#9X1'•HWH SCREWS ON PEAK SIDE AND(2) ,I )I"TOON EAVE SIDE IN HOLES SHOWN. I 0 (JOINT MUST BE TIGHT BEFORE FASTENING CUPS) 2X4 PURLIN 2X4 TRUSS TIE DETAIL I ....................._©..............................................................................................................................................................................................................................................................................................................................-..-.... I HEADLOK.19k6.0"FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078)QQ 20 GA.GALVANIZED Os ................... ...................................... ................................................................. ...-...-0..........._o'.......................................................................................................:...................................................... ........ ....................... . ...O.-..... TOP CHORD OF TRU55 a, PURLIN CONNECTOR oq, B (1)#9x1"HWH SCREW ON PEAK SIDE AND ' � o 0' 0 �' o' '� 52 (2)#9x1"HWH SCREWS ON EAVE SIDE OF PURUN IN HOLES SHOWN(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) BUTTED PURLIN DETAIL (PURLINN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) SCALE:1 1/2'=1'-0" DRAWN BY.• !SP (2)20d R.S.NAILS IN OVERHANG FRAME 501 CUSTOM S.C.TRUSS DATE.' 4/14/2017 CHECKED BY:JMD 2x4 BEV.PURLIN ' d DAM' 4/20/2017 TOE NAIL OVERHANG RAFTER REVISED DAIf:- TO OVERHANG NAILER WITH I 'I REVLSfO DATE:- (1)16d R.S.NAIL EACH SIDE I I I . I �• T�T REVISED DATE.'- •1 1 Y EVISED DA IE.'I- OVERHANG FRAME 50'CUSTOM S.C.TRUSS (4)20d R.S.NAILS PER CONNECTION 2x6 OVERHANG NAILER • (7J 20d R.S.NAILS TRUSS/BRACING PLAN 2x8 END COLUMN EXTENSION m UPRIGHT ASSEMBLY NAILED TO END END RAFTER ASSEMBLY AS SHOWN AND TO !4 - � EACH INTERSECTING WEB.FASTEN TO CK HEADER AND FRAMING MEMBER WITH(2) CYJK INTO EACH END COLUMN NO.41121 3-2x8 CORNER COLUMN 16d R.S.NAILS EXTENSION MEMBER OR UPRIGHT. oe owt TRUSS/BRACING PLAN LEGEND 50'CUSTOM S.C.TRUSSES®8'-D'O.C. 2x4 TRUSS, SCALE:AS NOTED TIES �-2x6 DIAGONAL END BRACES 2 B• - DETAIL B (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) SCALE: SCALE'1 1/2'=1'-0'• Q-2x6 FLAT TRUSS TIE DETAIL A 1' 4' 16• �•SHEEINO. SCALE:1 1/2•=I'O" S 2 OF S 6 ` EENORTON.MANO. 122-067256 NAIL PURLINS TO END RAFTER W/(1)6Dd R.S.NAIL CUPOLA CAP 0 #9x1"S.S.I.D.SCREW W/WASHER INTO EACH PURLIN #9x1"SS.I.D.SCREWS W/WASHERS USED (CENTERED BETWEEN HFRIB AND FIRST MINOR RIB) TO STITCH THE GABLE TRIM TO THE STEEL FLUOROFLEX 1000 HI-RIB STEEL BETWEEN PURLINS #9x2"SS.I.D.SCREWS W/W ASHERS INTO #9xl"S.S.I.D.SCREWS W/WASHERS PURUN AT EACH HI-RIB INTO PURLINS #9xl"S.S.I.D.SCREWS W/WASHER USED FLUOROFLEX—1000 HI-RIB STEEL 2x4 BLOCKS BETWEEN PURUNS T#16 GABLE TRIM— TO STITCH LAP NIW BEI WLFN THE PURLINS CUPOLA ROOF 0 • • 2x6 FASCIA #9xl S.S.I.D.SCREW WM'ASHER T#194 50'CUSTOM S.C.TRUSS #9x2"S.S.I.D.SCREWS AT EACH HI-RIB. _ CONTINUOUS 2x4 PURUNS #9x1"SS.I.D.SCREWS CENTERED IN FLATS 2x4 PURUNS FLUOROFLM(10D0 HI-RIB STEEL 50'CUSTOM S.C.TRUSS 2x4 BANDING®4'O.C. f': A 7/16"OSB Cie -9 IN IFISWL4TI001 `J Z W/4 MIL VAPOR RETARDER 0 9%1"SS.I.D.SCREWS W/WASHERS CUPOLA SIDE FRAME® ( o. INTO PURUNS Z #9xl"SS.I.D.SCREWS W/VJASHERS USED # I& Cie TO STITCH THE GABLE TRIM TO THE STEEL # CUPOLA BASE FRAME BETWEEN PURLINS 2x4 CUPOLA BASE BLOCK LJLJ 2x4 CUPOLA PURLIN® L_ INTERIOR HI-RIB STEEL FIRST SCREW IN THE FLAT AT THE TOP AND ATTIC DRAFT STOP SECTION E BOTTOM PURLINS W/#9xl"S.S.I.D.SCREWS 2x4 PEAK PURLIN L g SCALE:1"=1'-D" 1 2 3 TRUSS <W< < SCREW LAP RIB FIRST.THEN THE OTHER TWO RIBS,USE#9x2'S.S.I.D.SCREWS x }_ U 7 w L.Ljo U � Cie Q CENTERLINE OF CUPOLA I 1/4"x 4"POWER TAG WASHER V 06 HEAD YELLOW ZINC SCREWS 2x4 CUPOLA BASE BLOCK® 2xa CUPOLA PURLIN® C.i i TOP CHORD OF '50 CUSTOM S.C.TRUSS CUSTOM TRUSS Q . 9,. 9" � 3 J ----------------- k9x1"SS.I.D.SCREWS W/WASHERS USED( g.Q 2%4 PEAK PURLIN TO STITCH THE LAP RIBS BETWEEN THE 2x6 NAILERS 2x6 VERTICAL BLOCKS II PURLINS COLUMN BETWEEN NAILERS ------------------ #9x1"S.S.I.D.SCREW W/WASHER INTO EACH PURLIN TRUSS PEAK ------------------ (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) — — — — — — ————— PERIMETER OF OSB SHEETS® ------------------ COIL RING SHANK STITCHED ROOF STEEL ATTACHMENT DETAIL COIL GUN NAILS SPACED 3'O.C. SCALE:1 IT'-I-U' (1'HP OVERHANGS) EXTRA NAILERS ADDED ------------------ - BETWEEN STD.NAILERS (MAX.SPACE TO BE 24") OSB NAILED TO INTERMEDIATE ------------------ SUPPORTS W/1-3/4"RING SHANK ------------------ COIL GUN NAILS SPACED 6"O.C. ------------------ TRUSS 2x6 BLOCK BETWEEN NAILERS 0 - TRUSS NAILED TO COLUMN W/20d LAMINATED COLUMN GUN NAILS.NAILED 3"O.C. DRAWN BY: JSP DATE: 4/14/2017 ------------------ 3'6'x3'6'Cupola-Functional or Non-Functional CHECKED BY.JMD (2x4 Purlins) DATE: 4/20/2017 ---------------_—_—_—_ REVISED DATE- -- 5/4x6 NAILER (IF PROTECTIVE LINER IS INCLUDED) LAMINATED COLUMN (BETWEEN TRUSS LOCATIONS) REVLSEDDAIE— ' ----------------- REVUBDDATE— ----------------- 2x8 TREATED BASEBOARD fV/SED DATE — MFS PRE-CAST CONCRETE COLUMN, y .... 2.1 NAILERS 7 _ MILK v'3 /16"OSB LAMINATED COLUMN CWIL L .. NO.41121 7/16"OSB SHEARWALL ELEVATION OSB SHEARWALL DETAIL SCALE:1/2'=I'-O' - SCALE.•AS NOTED SHEET NO. S50F S6 O F F / NORTON.MA JOB NO. � 122-067256 O = � ° . O6 ROOF STRUCTURE FASTENING SCHEDULE z OC QQ VENT-A-RIDGE TO BASE TRIM #9 x I"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS®W o.c. L u OQ RIDGE BASE TRIM TO 2x4 PURLINS #9 x 7'STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(V-a'O.C.) LLJ Z aQ HI-RIB STEEL STITCHING #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS IN LAP RIBS BETWEEN PURLINS �i HI-RIB STEEL TO 2X4 PURLINS #9 x 7'STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(F-0"O.C.) U �s 20 ga.GALVANIZED PURUN CONNECTORS #9 x 1"HWH SCREWS Z © 2x4 PURUNS TO TRUSS(INTERIOR ZONES/END ZONES) 0.200"x 6"(60d)RING SHANK NAILS IN PRE-DRILLED HOLE X QQ 214 PURUNS TO TRUSS(EAVE&RIDGE ZONES) HEADLOK.17k1.D'FLATHEAD LAG SCREW IN PRE-DRILLED HOLE Sw Qe 59 STRAIGHT CHORD TRUSS TO COLUMN (2)1/2"x 5-1/2'M.BOLTS&(12)0.177'x 4"(20d)RING SHANK NAILS - Z r WALL FRAMING FASTENING SCHEDULE x Q � � (D COLUMN TO MFS PRECAST CONCRETE COLUMN (32)1/4"x 2 1/2'POWER LAG WASHER HEAD YELLOW ZINC SCREWS ® 300M BRACKET TO MFS PRECAST CONCRETE COLUMN (2)HUS-P6x40/5 SCREW ANCHORS ui U Q 2x8 SPLASHBOARD TO 300M BRACKET (6)#14Axl-1/7'MILLEDSCREWS Ll.) LJL_' _ O © 2X6 NAILER TO COLUMN (4)0.148"x 3-1/2'(l6d)RING SHANK NAILS®SPLICE/(4)0.14B"x 34/7'(16d)RING SHANK NAILS®STANDARD CONNECTION END TRUSS TO 2xB END COLUMN EXTENSION (41 0.177"x 4"(20tl)RING SHANK NAILS U ® 214 PURLIN TO END TRUSS HEADLOK.19'k6.0'FLATHEAD LAG SCREW IN PRE-DRILLED HOLE INTERNAL DRIVE SCREWS AT EVERY HI-RIB I'-0"O.C. Q x< ® HI-RIB STEEL TO NAILERS #9 x 7'STAINLESS STEEL RUBBER WASHER PANHEAD INTER ( 1 ® SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP Z Q SOFFIT TO FASCIA T-50 MONEL STAPLES(2)PER PIECE 0a < 7/16'OSB SHEARWALL - (,/) Z ® OSB TO PERIMETER BLOCKS/FRAMING 0.113"xl-3/4"RING SHANK COIL NAILS®3"O.C. 1 1 1 ® OSB TO INTERMEDIATE FRAMING 0.1 5-x1-3/4"RING SHANK COIL NAILS®6'O.C. ® BLOCKS TO COLUMNS 0.131"x 3-1/7'HOT DIPPED GALVANIZED(HDG)RING SHANK NAILS®3"O.C. Q ® CUPOLA CAP TO CUPOLA ROOF (4)1/4"x 1"PLATED MACHINE BOLTS AND LOCK WASHERS L u g ® CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND(8)#9 x I"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS J J ® CUPOLA SIDES TO CUPOLA BASE FRAME #12xl"SCOTS SCREWS(4)PER SIDE(161 TOTAL ® CUPOLA BASE FRAME TO CUPOLA BASE BLOCK #14x2 1/2'ZAC SCREWS(6)PER SIDE(12)TOTAL - ® CUPOLA BASE BLOCK TO CUPOLA PURLIN 1/4"x 4"POWER LAG WASHER HEAD YELLOW ZINC SCREWS(5)PER SIDE(10)TOTAL ® CUPOLA PURLIN TO TRUSS HEADLOK.I9"x6.D'FLATHEAD LAG SCREW IN PRE-DRILLED HOLE ' ` ORAWNSY.' JSP DATE: 4/14/2017 CHECKED BY:JMD DAZE: 4/20/2017 REVISED DATE.'— REVISEDDAIE.— REVISED DA IE.'— • EWSED DATE.'— �NOiM. ORM4ICK'2 CIVIL _ sp,NO.41121 SCALE.'AS NOTED SHEET NO. SbOF Sb OFFlCE DESIGN AND EXPLANATORY NOTES NOR TON.MA - J08 NO. 1.)EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 122-067256 5.0'WIDE 5.0 WIDE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 4 6 (ZONE26�3){� {� (ZONE 2) F(ZONE 2831 VERIFY ALL DOOR,WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 3 \ 6E I I . (ZONE I) • r OWNER. 2.)'-STITCH SCREW ROOF STEEL LAP RIBS IS L.F.FROM EACH END WALL W/#9xl" .!: S.S.I.D.SCREWS W/WASHERS.SEE SHEET SS OF 56 FOR DETAILS. 4E 2 ;�: (ZONE 3) n :..:'' 1 :.: :. ... .. .. ZONE 2) MWFRS (ZONE 3) Reference Corner I � Z. r 90A'WIDE BONE d) � 1 Cie ? 5.01WIDE� `5.0'WIDE 0x (ZONE 5) (ZONE 51 tJ A I 24'-0" 37-O' I 24'-0" 10'-0" Z 9 $ 4 0 a p LLJ LLJ 5.0'WIDE b b �' �° I 5.0'WIDE (ZONES 263) b (ZONES 263) ' L- -1 f-- NORTH ELEVATION '� I— U ui _ ZzZ 5.0'WIDE NE ~ Q 5.0'WIDE 12 - (ZONE2 4 831� 12 \ x 2 t (ZO63) 4 -T#16 GABLE TRIM Q ..{ T#16 GABLE TRIM -"1 r 1 L" �_ o = f U � s HI-RIB STEEL SIDING >< T421 CORNER TRIM Z 0 !�l a T#167 BASETRIMLLJ C/) i —�� 40.0'WIDE ZONE 4) I 40.0'WIDE(ZONE d) L S.0 WIDE WIDE IZONE 5) L-.(ZO 5.01 NE 5) (ZONE S) I I (ZONE S) )I I 25'-0' 16-0'. 9'-0.' g J 16'1' 25'1' F Q 9 $ 4 p § a § b O a a O O WEST ELEVATION b zO " 50�• 25,-0 o EAST ELEVATION 5.0'WIDE 5.0'WIDE JZONE2&3)1 I IZONE 2 6 3) �. (ZONE 21 r (ZONE 11 VENT-A-RIDGE(DO ZONE 3) IZONE 2) ............ 5"O.G.GUTTERS (ZONE 3) :.�::.:::::. ..:........ ORAWNSY.• JSP DATE.' 4/14/2017 CHECKEDBY:JMD OATS: 4/20/2017 HI-RIB STEEL SIDING REVISED DAZE'— T#21 CORNER TRIM REVISED DATE.'— REVISED DAZE— T#167 BASE TRIM EVLTED DAlE.— • 1 90.V WIDE(ZONE 4) I 4JLtiT�W S34' 5.0'WIDE J L 5.0'WIDE (ZONES) (ZONE 5) HICK�p CIVIL C MO./1121 r$/( I r B' SOUTH ELEVATION § o SCALE: SCALE.'ASNOTED 7 4 16 SHEET NO. S3 OF S6 OFFICE.' DESIGN AND EXPLANATORY NOTES NORTON,MA JOH NO. 1.FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY.LOCAL 122-067256 CONDITIONS MAY REQUIRE MODIFICATIONS. PRECAST CONCRETE COLUMN LOWER COLUMN INSTALLATION 2.CONCRETE FLOOR NOTES: a.35M PSI.5 1/2 BAG MIX CONCRETE. 3/4"ADJUSTMENT ROD b.SLOPE GRADE AWAY FROM BUILDING®1"PER FOOT FOR A MINIMUM WITH BASE PLATE 1.INSTALL PRECAST CONCRETE %`'•'E'er "" COLUMN W/ADJUSTMENT ROD& DISTANCE OF 10'PLUS OVERHANG WIDTH. UNDISTURBED SOIL - �� BASE PLATE IN THE AUGERED c.A VAPOR RETARDER G NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. HOLE. - UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING a }%�''•�� MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 2.PLUMB PRECAST CONCRETE COLUMN IN BOTH DIRECTIONS --^ HEADER NAILING SCHEDULE BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. 2x8 UPRIGHTP P eLOrr A Tal l/t36 -HEADER uPRIGM .IAMB d.CONTRACTION JOINTS UNIFORMLY SPACED I&O.C.OR LESS. TRUSS IN COLUMNMEMBER COLMN SADDLE •. 3.ADJUST HEIGHT UP OR DOWN HEADER 2x103 3� WI H ADJUSTMENT HEX ROD 3.PRIOR 70 PLACING THE CONCRETE FOOTINGS.HAND TAMP THE BOTTOM 7.7'OF LAMINATED COLUMN <'1%•� 2c6 NAILER1 SYPf' 2x12 a 4 LOOSE SOIL TO CONSOLIDATE.IF THE DRILLED HOLE COMAINS MORE THAN 3"OF 4.POUR READI-MIX CONCRETE INTO 2xB BLOCKTHE HOLE AS SPECIFIED. HEADER LOOSE SOIL.REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF Z'-3",HAND 1 SYP) NOT ES• TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 5.BACKFILL AND COMPACT THE T#124STEEL 1. NUMBERS ABOVE ARERS.NAILSANNULAR SPACE AROUND THE T#129 REQUIRED PER CONNECTION. 4.DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING COLUMN TO GRADE WITH SOIL 2x2 BLOCK . 2 PREDRILL HEADERS AS REQUIRED TO WATER.IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE AUGERED FROM THE SITE. PREUMBERVENT LfF11NG. CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATIONT#151ASEAL 3. IF NUMBER OF NAILS REQUIRED FOR T#1543 HEADER TO JAMB COLUMN CONNECTION INSTRUCTIONS.5 LSEXCESSIVE TOCAUSESPLITTING.THELOWER COLUMN 2x3 JAMB(BEYOND; EXCESSNAILS MAY BE INSTALLED IN/•• BOTTOM 2'TREATED) 16'-3" HEADER SUPPORT BLOCKING.ISOMETRIC (3)2x8 JAMB COLUMN(BEYOND) GRADES BOTTOM OF 2KB BLOCK 2x6 TRACK BLOCK(BEYOND; BOTTOM 2'TREATED) O � Z OHD HEADER SECTION B CD D FLUOROFLEX—1000 HI-RIB STEEL(3) i SCALE:I—VAT T#16 GABLE TRIM O 4O® 7'REINS®22-1/ O.C. (41 0.I35"x 2 1/4"R.W.NAILS OR 16d R.S.NAILS (2 FLUOROFLEXTM 1000 HI-RIB STEEL ( ID 2x4 PURUNS Q 22-1/7'O.C. 2x6 FASCIA (NO.2 SPFj 1 1 1 1 INSULATION STOP/ - - T#194 TRIM &)INTO BRACE THROUGH STRAP AIR DEFLECTOR SOFFIT 7 END BRACE STRAP W/PRE-PUNCHED 2.4 BEV.PURLIN HOLES(BEND TO FIT)FASTENED W/ FIT-RIB/SOFFIT CAP TRIM (2)60 R.S.NAILS IN OVERHANG RAFTER 50,CUSTOM // (3)0.140 x 1 1/T R.S.NAILS U FILLER STRIP S.C.TRUSS Z 2x6 BEV.FASCIA 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG FRAMES 12 , O COLUMN W/(4)62x6 DIAGONAL 1d R.SNG ANA QED S"O.G.GUTTERS 3" 4r— 2x8 E.C.E. 50'CUSTOM S.C.TRUSS W T#144 8 146 FASCIA TRIM 50 CUSTOM S.C.TRUSS 6" ©FLUOROFLI7L'""1000 HHRIB STEEL VI Z ®Q SOFFIT H Q R-49 BLOWNAN INSULATION x HI-RIB/SOFFIT CAP \ A s d MIL VAPOR RETARDER \ �l 2x6 OVERHANG NAILER INTERIOR HI-RIB STEEL r 2x4 TOP BLOCK&T#11 U O 12)1/Tx I/ M.BOLTS& W L O= 16"DEEP UNFACED FIBERGLASS 1/T GYPSUM WALLBOARD OR12)20d AILS = O INSULATION UTILIZED AS FIRE OTHER INTERIOR FINISH♦ 50'CUSTOM S.C.TRUSS - BLOCK U 1 6'(R-19)BLANKET INSULATION W/ 4 MIL VAPOR RETARDER ® FLUOROFLEX—1000 HI-RIB STEEL �! !2T#71 TRACK COVER 334E TRUSS NGER WITH(d)11/7'RS. AILS Q m A(1 j 1/7M 1/Z'M.BOLT SIM TRACK - I8'-0" 3,4 TRACK BOARD (2)11/7-x I e LVL HEADERS(2800fb) `/ d GRADE TO BOTTOM 11/7k�EILOCK OF TRACK GIRT T#74 S.WEATHERSEAL 2x12 HEADER(NO.1 SYP) O C/� Z tl-MANGER W i T025 JAMB TRIM 2x3 JAMB(BEYOND;BOTTOM Z TREATED) 3-2x8 LAMINATED JAMB COLUMN BEYOND WITH AN ADDITIONAL 2X8 d TREATED LAMINATE FOR HEADER SUPPORT FROM I'47'BELOW GRADE L u 8 TO BOTTOM OF HEADER J 18-0 J GRADE TO HEEL NOTE:NAIL 2x12 HEADER TO Q BEAM WITH 20d GUN NAILS 4"O.C.STAGGERED (211 1/7k16"L.V,L. 2x4 STRIPPING 024",O.C. SLIDING DOOR HEADER SECTION CHEADERS SCALE:1"=VAG' (6)ROWS 2x6 NAILERS(2100 MSR SPF) 3-2x8 LAMINATED COLUMN (3)1/7X5 I IT MNOTCH 2x 12 TRACK GIRT B FOR 5L LVL BEAM MANGER 2x2 VERTICAL BLOCKING D LAMINATE(APPROX.1/8"DEEPI AT COLUMN LOCATION CUT TRUSS HEEL BACK BY WIDTH OF OFF AT BEAM HEIGHT ' BEAM PLUS I/4"FOR TRUSS HANGER INSIDE VIEW - FASTEN 334L TRUSS HANGER TO BEAM WITH(10)20D RS.NAILS T#167 BASE TRIM (PLACE NAILS IN ALL HOLES PROVIDED). (32)1/4"x 2 1/7'POWER LAG WASHER HEAD( YELLOW ZINC SCREWS 2x4 NON-TREATED BASEBOARD (2)1 1/7k16"LVL HEADERS(2800 fbj T#162 CONCRETE STOP 6"CONCRETE FLOOR♦ B' ORAWNBY: JSP 4'WIDE R-10 PERIMETER INSULATION♦ 2x12 GIRT(NO.1 SYP) N BLACK PLASTIC DATE: 4/14/2017 - CHECKEDBY:JMD FINISH GRADE <.; ..Z.i.;__��r:Y.�71y:r=i.• L DATE: 4/20/2017 4"MINIMUM COMPACTED GRANULAR BASE♦ REVISED DATE.'— OR IN SITU GRANULAR SOIL 2XS TREATED BOTTOM PLATE TRUSS NAIL 202 GIRT TO BEAM; REVISED DAT'— 360M&370M BRACKETS FASTENED TO MFS® WITH 2Dd GUN NAILS 4' 5'-0" W/(2)HUS-P 6x40/5 SCREW ANCHORS EACH ®4"O.C.STAGGERED 4' REVISED DAlE SAY, (1)ROW 2x8 TREATED SPL SHBOARD FASTEN TO 360M& 370M BRACKETS WITH#14Ax11/Z'MILLED SCREWS Q d )• fV/SED DAZE MFS PRECAST CONCRETE COLUMN 4" (3)1/7k5 1/Z'M.BOLT$ 33"THICK CONCRETE PAD(2500 PSI MINIMUM i 33'THICK CONCRETE CONCRETE COLUMN PSI MINIMUM). 334L TRUSS HANGER 37'BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3hOKI 4" 3T BELOW BOTTOM OF PRECAST CONCRETE COLUMN THREADED ROD WITH AN ADDITIONAL MINIMUM I" AROUND EXPOSED REBAR CAGE AND 3/4'k14" FASTEN 334L TRUSS HANGER TO TRUSS WITH (10)ZOtl R.S.NAILS a ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. nyy THREADED ROD WITH AN ADDITIONAL MINIMUM 1" (1)I/TX2 1/2"M.BOLT&(14)1 1IT R.S.NAILS PLACE CONCRETE BELOW AND ABOVE BOTTOM OF ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. (PLACE NAILS IN ALL HOLES PROVIDED). 2x3 JAMB 18•p LOWER COLUMN IN ONE OPERATION. L. m PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 24"0 LOWER COLUMN IN ONE OPERATION. ADDITIONAL REBAR CAGE HICK CIVIL ADDITIONAL REBAR CAGE TRUSS HANGER ISOMETRIC DETAIL ENDWALL SECTION D "0 411721 ' (2T71/7k16"LVL HEADERS WITH VIEW H 334E TRUSS HANGER) SCALE:1/7= SIDEWALL SECTION A 1'-0' 4 SCALE:1/7'=1'-0" - -NOTE:VIEWS ARE SHOWN WITHOUT OVERHANGS • 1 1/2"x16'L.V.L. BEAM JAMB DETAILS - SCALE.•AS NOTED SHEET NO. S4 of S6 1•: I s' 0 9"Min. Finish Grade 93. a • Compacted Fill-� Filter 4"0 Perforated ASSESSORS REF.. e Pare 7e1 ►»,2» Dar i3r4i@ To E 1.922 Fabric PVC Pipe - I SElna P.SuMr e d Homo 0.St~ EkNrbn p _ .0 o Pine Needles a eafMmer _ I I I Pea Stone �1 Map 127, Parcel 7 o M 7-4" A Lamy Sand 10YR2r2 _ 3/4"-I I/2' 4--4(r B Mod.Sand sane SA 1CYR 46 - -,D Double Washed d e 40--12CT c Mad Sand 10YR56 86.9 Top of Horizon Bal.E I.91.2 Stone ® • .- Water Encountered ® 9r 82.a H2O 0 3.5' 4 4 3.5' o Perc®47 Pro Soak 15 Mn.Pero Rau less than 2 rm/inch Cass 1 Mai*" TOW ; FG=elevation 89.0 0.11 O Pine Naadlen 8 Leaf Matter 1•0- A Lamy Sand 10YR2r2 CROSS SECTION OF LEACHING BED - -,00 'x OVERLAY DISTRICT: rot• 8 Med sera Some sr torn 4,6 Not to Scale 41'-12Q• C Med Sand 1CYR56 86.0 Top of Horizon C Water Encountered ® 8r 82.o H2O AP - Aquifer Protection District F�,- '.a•. -. PercQ41• Pro Sad[15 Mn.Perc Rate 2 min,inch As Shown on Plan Entitled *Abe T"'~"•"al "Revised Groundwater Protection + Tgt�b t 3 FG=elevation 88.5 {• '- _. . 03' o Pine Needles&Lee Matter Overlay Districts" - April, 1993 • . �f =`- 3'-T A Lamy Sand t0YR2/2 � _I _ TSB• B Med Sand Some Silt IGYR 4,6 6" 4� •� � •�0,• z 39•-120' CC Med Sand 1aYR616 85�.3 Top of Horizon O O - I�7 Water Encountered Ar 82.0 H2O I ) 1 1 - - \c, Q C Taal Hoh 4 FG=elevation 88.5 Or 45 /\ b a2• O Pine Needles 8 Lear Matter f1� �I�� jJ _ LOCATION MAP: 20• A Loamy Sand 10YR2R �J I a m 8 Mod Sand Some Silt toYR 4/6 0� NOTES L ) ,�� I. Water Su For This Lot is Municipal Wafer. ��/ Scale: 1 r' = 2000'f iso•'-12P C Mad Sand tOrR5I8 83.5 Tap of Horizon PPIY D Water Encountered® 7r 52.1 H2O 2.Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Prior to Any Excavation For This Project The Contractor Shall Make The Required FLOOD ZONE. Observation ww TH r 1 Resdigs Notification to DIG SAFE-1-888-344-7233. May 02,2003 elevation 86.2 Use as design basis and use 5 foot separation B1(y1 3.The Contractor is Required to Secure Appropriate !� May 12,2003 elevation 88.0 therefore bottom of system elevation 91.2 1 Permits From Town Agencies For ConSlruction Zone t. ZONE. Defined by This Plan- Community Panel NO. 4.Install Risers as Required to Within 12"of Finished #250001 0015 C RF Grade. August 19, 1985 \ \ 5.All Structures Buried Four Feet(4)or Mute or Area (min.) 43,560 SF \ Subject to Vehicular to be H-20 Loading B2 \\ 6 Septic System to be Installed in Accordance With Fron to e (min) 150' 310 CMR 15.00 Latest Revision And The Town of Width min) Barnstable Board of Health Regulations. \ 1 I g Setbacks: \ I 7 All Piping to be Sch.40 PVC Fron t 30' Side 15' 91.7 Vent � \ I \ DESIGN DATA F.G.93.0 Rear 15' I Single Family- 3 Bedroom With no Garbage Grinder FG.91.0 ,.:,,;1,:;,,, •- of \ 1 \ Daily Flow=110 x 5 = 550 gpd \ Septic Tank:550 gpd x 200%=1100 gpd 1 � Use a 1500 Galion Septic Tank. 88 5 D-Box 91.9 5 \ 1 \ 35,830+SF 883 1500 Gallon Pump / LEACHING AREA Septic Tank Chamber Observed Groundwater El.86.2 / \ I \ \ Wetland 550 gpd/0.74=744 s.f.Required 5/2/03 \\\ Use Bottom Area Only. Bedding NOTE'Waterproof/Seal Concrete SepticTank d 24"0 Cpenin Above For M H e Title 5 Pump Chamber With 2 Coats of Approved I 1 \\ LEACHING BED DESIGN l/2 i0 Galy.Pipe For e Sealant. I \ � p Frcme&Cover All Pipes robe Schedule 40 PVC Perforated Fleat Support DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM i I \ \ With Capped Ends.Use 3-4"0 Distribution Lines in a 15 x50 Washed Stone Bed as Shown. �. Not to Scale i \ tO Pump Power 8 Float Control / ToD-Box I \ O Cables Installed in Accordance I 0 With Local 6Idg.8 Elec Codes. - I�( n� \ \ O N - �y1 Qy ` •�'J GQ I \ \ 7 n 4"0 From Septic Precast Pump ,0 t6 \\ �� O• \ I \ O Tank.Sch.40 PVC Chamber ,\fit �t� \ \00 I 85 \ \� T I d-O" I: fc \ \ Jf b\ s B6 \\ \ \ o PLAN ( yq CnA O 4 0 Sch.40 PVC Finished v'- 09 From Septic Tank Grade 87 Conduit T'nru Chamber e :> \ \ For Power 8 Pact Gal° n To D_Sox / \ Emergqency Storage Chain ;. Al ,550 Gallons Cables ;> Min.2 Cover \ \ A \\ \ \ Alarm on 86.6 Inv.88.0cr l / S \\\ \ Pump on 86.1 Switch,s 3 F.z 'd �e ` 0 S e =0 e C \ \ p Mercury FloatG ThrzC-_ed Ce \ / LtL _ Pumo cff 85.0 'I Ch.ec',c Value �92 / \ \ \ \\ Secire Pipect Tap 5 Gate Va!ve \ ` q, N OFF \ Gci1Cr.C`Chcmcer 6 Waef E RuN \\ \ \ ?cttcm El 84.0 ='I I ,one tits-, Benchmark: _ - of \ Top of CB/dh in - ��oo c a�°�• 5/y�1,.,� ¢�' \ ::; I \ n t\ti h,� cy G / SECTION E1.=86.00' (Approx. MSL) \ '� Ay OQ �� 89(� \ Use1/2HPPumpbyNieyers \97 �4 T� / t,4 (�Se ' \ \ (1500 GALLON SEPTIC TANK) or Approved Equal. \ \ _ ti0 0 / �F'tiC�� ¢ \ \ \ PUMP CHAMBER DETAIL Not to Scale /01 OO I \ 0 p B10 \\ \ \ I \ \ \ \ 8g \ \ plc V O I \\ \ A -- �4 , 612 \ \ \ -,a CBldh i o\ fnd 0P "0 r 1 \ \ -89- \ 613N \ \ I l wORKL1t/11T1-INE. S1LTFeNCN 42 \N\TF1 DOuf�LE STAKE. \-•1AY \ \ ` \ Wetland Flags Placed \ By ENSR (2105103) \ \ \ \ \ \. / -- - - A a State Defined ..- Test \ \ \ \ P \�r,� \ \\ I r a I - Wetland. \ \ \ \ °`sec Q Of 6 )' I A2 / I II �5 \\ \ \\ II \ < 4 1NSTA\Lry FLOW 1NO In \ O \ \ c0 MPINTA t_E \\ \ \ O N = \ \ EXIST SW<► \ O C0 \ \ / _ _ - \ \ \ \ _\ ? x - / I Wetland Flags Placed \ / BY F' - 1 By ENSR(2105103) \ c 1\\ \ \ r \ AS �_ A6 B16 / 1 \ \ \ \ \ \ \ 1 1s !S> oo Town Defined Isolated Wetland. \�/' / \ \ \ _ _ Not Board of Health Regulated. / \ � � ` \ \ 93 "\ f - _ Not a State Defined Wetland.C, SDI / \ \ \ \ \ \ 0 \ \ - 18 / \ - `B19 B62 � \ _ - \ \ \ \ \ / Upland 1 /- 860 1 / 86i Wetlond 1 1 / •\ \ \ \ \ \ \ \- \ B22 821 1 B63 R\B59 \ \\ \ \ \ \ \ \8S� i� 1• 11 / \ 1 lk _ ; 823 o /8 \ � \\ \ \ \ \ \ Dog �. iB/dn l \ \ �' m \ \ \ \ e \ / \ d B5e l \ \ \ \ \ \ \ y>LO o \ Q \ \\ I.\ \ \ \ \ \ \ OleB24 857 \ B56 \ 00 \ \0 )+• �837 B38 / \ \ \ ` QS636 \ \ A l \ B25 B39 I3� [� �B55 \ \\ B40� �/ B35 \ BVW Flaged by \ 63+ \ ENSR(2105103) �p \ / \ B26 1 I B53 \\ / 33 \ 1 ` ` B52 \1 827 B41r7 13,390f SF Wetland \ �26'0 S \rid B51 - _ 842 / 831�\ 828 30" E \ \ \ 830 75*25 \ B29 PLAN tVIEW Ce dh \\ 1 Scale � I = 30 � fnd �8413 850 ' --` 849 •� I Directions to Site: From Hyannis follow Route 28 towards Osterville. At at set of 848 \ \ lights take a right onto Osterville -West Barnstable Road and follow to Race Lane \ where you will cross over and continue on Osterville West Barnstable Road for a short distance. The project site Is the vacant lot next to house #1424 and across the street B47q / e++ from the Sheriffs Youth Ranch (number 1445). \ / B45 Variance Required oli/ Town of Barnstable Part VIII: On Site Disposal Regulations:Section9.00 846 Installation of On-Site Sewage Disposal Systems on Marginal Lots. "there is at least a four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area. The four foot depth of -1 naturally occurring pervious soil must be above maximum water elevation" _ r' Less than 4 feet is provided above maximum water elevation. Title: PREPARED BY.• Pr PARED FOR: Notes/Revision: MENTS Sullivan Engineering, Inc. CapeSurvl JOAN CANZANO, TRS 1.) The property line information shown wasPROPOSED SITE IMPROVE g g, compiled from available record information. O OSTF_RVILLE- W. BARNSTABLE ROAD PO Box 659 7 Parker Rood #� N Osterville MA 026�5 256 BEACON ST. 3 _ MARSTONS MILLS , MASS. Osterville, MA 02655 2.) The topographic information was obtained (508)420-3994 (508)420-3995 fox BOSTON , MASS. (508)428-3344 (508)428-3t 15 fox from an On the ground survey performed on PSOPE®ool.com copesurvs'copecod.net or between 261FEB103 and 28/FEB/03. �L J O Draft: MJD (field: WHK MDH 3.) The datum is approximate mean sea level / _ _ 0 15 30 60 120 ba_�..,1 on. awn CIS maps. Date: Scale : Comp/Review: PS Comp/Draft: MDH/RRL -► � � - - � _ , • November 17, 2003 As Shown -- � s__ Prot• # 98147 Drawing # C544g1 I E - J 7--7, �� .ice'. '�• - _ ..'-... _- _.'-'_.A_.�.. _- �eiy 3 ZONE: F Area min. 43, DESIGN DATA qqq ( 560 SF Farm- Ins ection Port o � Frontage (min) 150' Office:576 SF @ 75 GPD/1,000 SF=43.2 Gallons 41 o Perforated PVC Pipe Placed Width min Finish Grade Vertically Down Into The Stone (min) - Employees:4 @ 15 GPD=60 Gallons To The Scil Below W/ Screw Cap �� � �• Setbacks: Total=103GPD To Within 3" Of Finished Grade Fron t 30' Design for 330 Per Prior Approvals g - Side 15' 9"-min. Compacted Fill Rear 15' SEPTIC TANK 3'-max. p Filter Fabric WU Use a 1500 Gal 2 Compartment Septic Tank MIN. 3 OVERLAY DISTRICT. 4' Peporated 11 � LEACHING AREA 2" � � PVC Pie7747 1 8"-, 2" I too Pea Stone AP - Aquifer Protection District 330 GPD/0.74(LTAR)=446 SF Required Bottom Area=05'x 30')=450 SF Provided 15 g •,� . ` �, "' LEACHING CHAMBER DESIGN 3.5 4' 4' 3.5' FLOOD ZONE. Remove All Unsuitable Soils All Pipes to be Schedule 40 Perforated PVC 6" r 3 4"-1 1 2" Within 5' Of The Outer Perimeter Zone X - not a flood zone With Ends Vented. Use 3-4"0 Distribution` Double Washed Stone Of The System -`` c ,._ " Community Panel No. Lines in a 15'x 30'Leaching Bed as Shown. f ' & Replace With Fill Meeting . � � p _ 310 CMR 15.255 (3) 25001 C0542J Effective July 16, 2014 15' LOCATION MAP: Cross Section Of LeachingBed Scale: 1' = 2000'f or Not to Scale ASSESSORS REF.: ; -- F.F. EL 94.0 II Map 127, Parcels 7-1, 36, & 35 °rt �, F.G. EL. 92.0 See Note 6 (typ.) F.G. EL. .1 8 , rlProposed Inspection Port a �O��I 73'-- ! (See Cross Section) DIRECTIONS. a ti",h II N 8 El. 90.0 Splash Plate I Installer To & Flow z I 1500 Gallon \ EL 89. 0 Equalizers EL. 92.35 Confirm Prior 1000 Gallon r3 - o�� I A Compartment As Required From Hyannis take Route 28 toward ° m O I o \ To Any Work H-20 Septic Tan EL 88.75 Pump Chamber q \'., - o \ EL. H-20 Required Too EL. 92.2 Osterville. Take a right Onto Osterville > \ Waterproofed/ led q EL. o � �� \ ' \\ w/ Two (2) is Waterproofed/Sealed D-Box L. 92.08 West Barnstable Road and follow to Race `, \ \ \ of Approved lant w/ Two (2) Coats Bot. EL. 91.2 Lane where you will cross over and \ \ \, of Approved Sealant EL. 91.85' continue on Osterville West Barnstable �`._ �\ \ \\, EL 84.25 L. 91.35 Road. The project site IS On the right. //or C 1 EL. 8 .75 `« Remove All U,suttoble Sods i , \ & i� To Be Installed On Wrthin 5 Df the Duter Penrrieter . \\\ Bob able ompacte ase Qi:The System -- -_-_ \ o,.o Bedding,"T"s, & Replace: With Fill Meeting EL. 86.2 \ t \ Sao Inspection Port, 310 CMR f5 255. (3} roun wa er • ) �s & Boffels Monitoring Well + \ as Per Title 5 No Adjustment I ° 5 \ ,8S 68, Water Table 0 5 ' DEN/ELOPED PROFILE OF SYSTEM N a� \ / ` \, I \ \ NOT TO SCALE 00, d ! I I`. I I II 11 h \ \ \ 1 Pump Power & Float Control Cables Installed In Accordance ao Locate Junction Box With Federal, State & Local Outside of Tank Bldg. & Elec. Codes 1 T\O \ 1`\`\ Alarm To Be On Separate \\ `z \ o Service From Pumps V4 ON V o ' , p B \t \ o ooc n 1/2"0 Galy. Pipe j \\ \ I \` IA o For Float Support O To Field Wetland Limit S` As Flagged By 11-0 j N� \ \,` Brad Hall 221SEP116 4"� Sch. 40 PVC //��� • t 1 + �8 From Septic Tank 24"0 Opening Above Compartment For Manhole A I 1 Frame & Cover `b ' \ N E 1 al \ \ p0' � 7w \�+ ' I \ 45• W a\ � o 0 w 5, \ 9, PUMP PLAN VIEW DETAIL r �• 11 I •� `x ' \ �4 69 1 1 NOT TO SCALE c 'A ,� � ° II I o n \\° 10.�' \. ` >'.. 1' Conduit Thru Chamber For 24"0 Manhole V ` I cZv \ Power & Float Cables ��� '(? Frame & Cover Finished 9" Min. \ y\� Grade Cover cZ �^ \ 54 \\, 4"0 Sch. 40 PVC ---eye//ed_ y �x \\ _• \ \ ( �\ From Septic Tonk - Drill 1 8"0 Hole Choi ---- - --''-�` - - ------- ; \ \ \\ For Drain -- 1 o -�� -y-_- \ '\ Inv. 88.50 To Pressure Dose Emergency Storage tern M,n. 2 1 \ Volume 388 Gol, n Cover Alarm On El. 87.00Sys m o Pump On El. 86.25 l �\ \� 1 ' �� �o \ ,\\ N Pum \ O z i Pumps Off El. 85.75 A o \� \ I ' O 1 1 \� \• q� rn } �\ o I 9� ' j OTOL 40 PVC ' \c^ 9� 1 ! z Q O p I I \' Threaded Pipe O\� �. \, o < T Check Val , Top of Conc. El. 84.25 I o 00 , Bottom of Tank El. 83.75 AI f71=86.0 Assurrye t of DH \ \ -------- Secure Pipe at To /I N I ° j \ �\ Bottom of Chamber �• ` �� •� \ ---- -_-��� I �O i ' \ \\` \\\ Stable Com acted PROPOSED ; I v , 4 I 1/2 H.P. Myers Pump Z I I \ \ / 21 \\, To Be Confirmed Base %pyAY- �I I / o I I \ \ \ 25' �\ Prior To Installation *Prior to Ordering Pumps the Contractor �/ or Approved Equal* Must Confirm the Compatibility of the j de- \ �� oy �� I ` 1 , \ '\ \\ Existing Electrical Service \ 5V /// ,SRO \ , vE �{ \ \ / P 0 PUMP SECTION DETAIL PROPO D WATER SERVIC OP I 124 \ �'� \ \ NOT TO SCALE i M \ \ 9g / \ OFFICE PR OSED o \ ` // SE/�iT/CTA lk I \;\ f!• \ P \ I Iota tland Limit I i nSYD �� 1-7 As Flagged By SR \ c u ePr, z s9 I I 051FE8103 SEPTIC NOTES 1 *1 ER I I 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notifications to Dig Safe(1-888-344-7233)and contact .� J +a, 2 Permits From own + ; � x`. � 1 `,•" 1 ; `,� Sullivan Engineering&Consulting Inc.Ina(508-428 3344). .The Contractor is Required to Secure Appropriate F T Agencies For Construction Defined by This Plan. o \ \ 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 1 ` p�8 \ I •" �'' �'' Be Constructed of Class 150 Pressure Pi and Shall be Water Tested to r \ cr \\I Pe 5; \` aL o; 7 Assure Watertightness. In General,Water Lines Shall be Constructed in \ 2 X \ �2 f TH-1 B>> \ Coordination With COMM Water,and Shall be in Accordance m \� \ \. TH- N oo \\ ; \ 4z6..� �\ With 248 CMR 1.00-7.00&310 CMR 15.00, I r \....................\... J Components. � 4 A Minimum of 9"of Cover is Required for All Compo '' o \ ��N o \ \'`� 5 .All Structures Buried Three Feet or More or Subject �,' . \ * \ \\ �\ / ',• ZZ rn oN ; to Vehicular Traffic to be H-20 Loading.It is the Engineer's oN Recommendation that H-20 Always be Used. / \ 6.Install Watertight Risers and Covers to Within 6"of Finished Grade / 100 _ -' _ . \/ Over Septic Tank Inlet,U,Outlet,Pump Chamber Inlet and D-Box. 0 All covers are to be maximum 18"for concrete or 24"Cast Iron. 9 \ PR X� Q".K \\ \\ __ \ \\ Install One Cover to Grade Over Pump Chamber Outlet. �9AoR - 5p pp " \\ \; \ 7.Septic System to be Installed in Accordance With 310 CMR 15.00& /;00 0 y a�l�F� \P P OBE \\ \ �`` \�r i 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Rp4 25' \ 1/ Board of Health Regulations. • 0 � S 8.All Piping to be Sch.40 PVC. a `3. 8 3<Y \ \ \ S \ \ \ 1 Bps 1 ', 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum / sr \ / Total Area i 5� Sump of 6". / 312,000±SF i \ ( b ' ' 96 so�, 65 10.Septic Tank Shall be a 1,500 Gallon,with 2 Compartments. s ID 1 - �\ The First Compartment Shall Have a Volume of Not Less Than .-ID 660 Gallons and the Second of Not Less than 330 Gallons. o�0 The Compartments Shall be Interconnected by a Minimum 4"0 ��� pSEp Y 1� 6� IJ \\ Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. 1 N/F / s� I �� 'PROPS W F ` ! /f ��� s \ 11.The Separation Distance Between the Septic Tank Inlets and a\o 702 Realty TrustPOOES ` IC N,�" \ Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend ° _ / �ti• / - a.Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Bs8 0 \ \ \ �\ Below the Flow Line,and Shall be Equipped With a Gas Baffle. � I WO a 06 BOUYAN CY CALCS 1,500 Gallon H-20 Septic Tank S, ly - \ \• j" \ Dry Dead Weight=21,230 LBS ;,! J Uplift=62.4 LBS/FT(6'-2"X I F-0")_ p Legend: j \\ B \ z . _ ins J 4,228LBS/FT 4,228 LBS(86.2-84.25)=8,244.6 LBS ;'i Hydrant ,. � 10 \ Weight 21,230 LB>Buoyancy 8,244.6 LBS:Tank Sinks ® Iron Pipe Dill Hole °o �` 01 �l Jc 0, 1,000 Gallon H-20 Pump Chamber ❑ CB jDH o 3 Y c� \ `N G9 4g0. Dry Dead Weight=14,500 LBS r:. Guy y T" O\' Uplift=62.4 LBS/FT(4'-10"X 9'-0")_ O y `Oti' 1 \ ' , 2,712.5LBS/FT o- Utility Pal s rnw ~.• r,, / \moo ! < 2,712.5 LBS(86.2-83.75)=6,645.6 LBS Monitoring ell o_ s ` 01 Stio� Weight 14,500 LB>Buoyancy 6,645.6 LBS:Tank Sinks s 2 .-o • � Wetland Fag o, `S�_ '.�\ s,r ; �S�� 2 �o, "f Bari PERC TEST: 10,219 y y ' Ow Water Gate (round) ��E_/3! `Yy� s�• Oj�<. ToW� o PERFORMEDBY:PETERSULLIVAN-SULLIVANENGIIdEERING OHW- Overhead Wires 26.0T� �� ��'` \ Q�cP: �,\ SOIL EVALUATOR#2376 25 Elevation Contour N 75 2530" E WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BA.RNSTABLE June 4,2002 ul 1-3 \':\ A • Deciduous Tree �; , I TEST HOLE- 1 EL.90.2 TEST HOLE-2 EL.89.0 TEST HOLE- 3 EL.sss TEST HOLE-4 EL.Sss W O LAYER 0 LAYER O LAYER O LAYER 2" PINE NEEDLES&LEAF MATTER 90.0 V PD`NE NEEDLES&LEAF MATTER 88.9 3" PINE NEEDLES&LEAF MATTER 88,3 2" PINE NEEDLES&LEAF MATTER 88•3 A LAYER IOYR 2/2 A LAYER IOYR 2/2 A LAYER 1 OYR 2/2 + Coniferous Tree o �.. A LAYER IOYR 2/2 _ \ J I VERY DARK BROWN VERY DARK BROWN VERY DARK BROWN VERY DARK BROWN 4" LOAMY SAND 89.9 4" LOAMY SAND 88.7 o 7" LOAMY SAND 88.2 4" LOAMY SAND 88.2 I I B LAYER IOYR 4/6 B LAYER IOYR 4/6 ri B LAYER IOYR 4/6 B LAYER IOYR 4/6 IV DARK YELLOWISH BROWN 1 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN o Birch MED.SAND SOME SILT 86.9 41" MED.SAND SOME SILT 85.6 38" MED.SAND SOME SII.T 83.5 40" 85.3 60" MED.SAND SOME SILT C LAYER IOYR 5/8 C LAYER IOYR 5/8 C LAYER 10YR 5/8 C LAYER IOYR 5/8 YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN MED.SAND MED.SAND MED.SAND MED.SAND 40 PERC TEST 86.9 41 PERC TEST 85.6 Cedar /I r <2MIN/IN <2MIN/IN OF ly 4 ° 'ji'/��J 9S�c /j 94 GROUNDWATERENCOIJNTERED 82.4 84" GiROLJNDWATERENCOLJNTERED 82.0 78" GROUNDWATER ENCOUNTERED 82.0 77" GROUNDWATER ENCOUNTERED 82.1 Holly ) NA. yG, vl/ 120" 80.2 120" 79.0 120" 78.5 120" 78.5 Ise G' h , -�C (�,O+_ SITE PASSED* Q 2 TOWN OF BARNSTABLE DCHAPTER Y PERVIOUS RESTRICTIONTICLE N--RGINAL LOTS 2 8 PROVIDED (� VARIANCE REQUIRED TITLE: Site Plan PREPARED FOR: PREPARED BY.' NOTES: Proposed ImprounmentsCapeSurv 1.) The property line information shown was The Farm, LLC ' Englneerin$� compiled from available record information.At Sullivan eowulft,I. . West Bo Rd Suite G 2. The �y ) e topographic information was obtained O 1450 Osterville West Barn. Road ���•7 ° � ° Osterville 20 02655 „a4,,,, .,,,,,. ftecL,.6t@M,,, from on on the ground survey performed on (sos) 420-3994 / 420-3995fax or between 26/FEB/03 and 03/OCT/16. 1� Barnstable Mass I 3 ) The datum is approximate mean sea level W (Marstons Mills Draft: JOD Field: Vv/HK/MDH/ASK based on town GIS maps. W 40 0 20 40 80 160 DATE: SCALE:1 ��- AO� Review: JOD Comp%Drcaft%Re vie w:MDH/WHK/RRL v=j March 10, 2017 4 Project: 1998165 Drawing ,¢ ' C544_4gl ex1 Finish Grade 93. Feee Tex ►tern Dade 64= Top EL922 f Compacted Fill-� Fabric PVC P�pforated - Q - - N 1/B"-1/2" ASSESSORS REF.. o ,SEtna. P.Sutwra e d N•.�r D-Steraon � Elevalora Tie 1 FG••r.mn 9M.2 Pea one 3 Ma 127 Parcel 7 or 0 PM Needle a tsd Medlar 1 I I I p s r-e A Lawny Sand laYR212 3/4'-I In" _ 4:• r s 9 Mad Sand Sara Ss torn 416 - t t Double Washed '�::._ ; • 4-12a' C 'b,4d Sand laYR54 ass Top of Horizon t Slone - -® ' • i Waraar Fna"twed 0 94' 824 H2O Bat.E 1.91.2 ' �� 3. 4 4 3.5' • v P•nc O Q Pre Soak 15 R&L Pwc Rah k ss loan 2 min/rich - 1 D" n Ghee/NNW ._ - Ltlt;l�!! j FG-e4venan 89D 0•11 D Poe Needle 3 Lad Maew 11-C A Lawny Sand 100t2a CROSS SECTION OF LEACHING BED :,t• a �Sand San*SR IM44 Not to Scale OVERLAY DISTRICT: 4VA2V C Mad Sand 10YRSE 86.0 Top of Horizon - .'. C •� t O .., '_• WaWEnaoutaM a be ttzo Hso AP - Aquifer Protection District : 4°; Pweo41• Pre Soak l5Mtn.Pen;Rah2 m^,nrh - As Shown an Plan Entitled ' - • !' ':` C1ee Y matvtd ,. - _ - 4✓.. .... Zt�ttah j FG-dove"a8.5 Revised Groundwater Protection 03 O Pi,a tieedla s Led Matter ,• • - - J Overlay Districts - April, 1993 • , • T-T A Lawny Sand MR22 K� T.'iff B Mad Said Sam Si tOYR 416 �. L._ _ � _ •F�- 3e--lzr C Mod Swirl - 1aYRGl6 eS3 Top d Horizon ! lJ �.• `"� _ WabwEncwtanad Q 7V* t o H2O - I[ l0� �� --,S 1tb-1, - . •` `! e � QA• A jog}� 1 FG• eedi an 88.5 2{ A �3LaefRlati•r tornzn ��6 LOCATION MAP: NOTES 4•� a Mild Sand sob•set 10YR46 0�_ 1. Water Stupply For This Lot is Municipal Water. Scale: 1� = 2000rf 60•-lar C Mad Sand t0YR56 835 Top of Horizon D Wow Encourtwed O 7T 82t H2O 2.Location of Utilities Shown on This Plan Are Approx. At Leash 72 Hours Prior to Any Excavation For This FLOOD ZONE. otxwvaearw.eTNet Radrga Project The Contractor Shall Make The Required May 022003 elevation 86.2 Use as design basis and use 5 toot separation B1 Notification to DIG SAFE-I-888-344-723& May 12,2003 elevation 86,0 therefore bottom at system a elevation 91.2 4 3.The Contractor is Required to Secure Appropriate 1 Permits From Town Agencies For Construction Zone e ZONE• Defined IbyThis Pion. Community Panel No. 1 4.Install Risers as Required to Within 12'of Finished t - Grade. 11250001 0015 C RF 5.All Structures Buried Four Feet W)or More or August 19, 1985 \ Area (min.) 43,560 SF � Subject Yo Vehicular robe H-20 Loading. , B2[� \ 6.Septic System lobe Installed in Accordance With Frontage (Min) 150' 310 CMR 15.00 Latest Revision And The Town of Wld fh I Barnstable Board of Health Regulations. Z All Piping lobe scn.ao PVC. Setbacks: • i � � Front 30 91 7 Vent -\ ♦ DESIGN DATA Side 15 a, FG.93.0 b / BJ to \ - Single Family- b Bedroom Rear F.G.91.0 O \ 1 ` Daily Flow GarbageWith no 1 x 5rin550 god i . �- • ' \ Septic Tank:550 qpd x 200'�=I100 acid _ 1 ;♦ Use a 1500 Gallon Septic Tank. Pump1 \\ \ 35,830tSF LEACHING AREA 803 tsooco nk Chom / 1 Wetland Septic Tank Chamber Observed Groundwater EI.86.2 � \-1 � 550 gDd/0.74=744 st.Required - 5/2/03 ♦ Use Bottom Area Only. NOTE'Waterproof/Seal Concrete Septic Tank S 15'x 50'=750 sf.Provided Bedding as PumpChomber W ith 2 Coale of Approved Be \ LEACHING BED DESIGN 24''0 Cpelling Above For M.H. Per Title S Sealant. \ U2 Gaha Pipe Frr Fro ma t3 Cover. All Pipes tobs Schedule 40 PVC Perforated Float S rppon DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM i I \ 1 With CapDed,Engs,Use 3-4"ODistribution / I \ Lines in a 15 x50 Washed Stone Bed as Shown. - ►f t r'.'. Not to Scale I j 1 \ ♦ a �� 1 •\ to ♦ Pump Power 9 Float Control / - To D-Box \ v Cables Installed in Accordance With Local 8Idg.8 Elec.Codes.SO6Q 4'*0 From.Septic Precast Pump \ Q• ' 1 `� ` 2 Tank.Sch.40 PVC Chamber rk 5 h Bs � moo° � � 1 '�\ � � \ � - o.�. lo'-o" 4�1,� e6oU PLAN 40 Sch.40 PVC Finished � From Septic Tank Grade i 87 I \ \ \ � � \\ � •� Os ..v as .✓iv.a-,a {f .iJi pia s •1 Conduit Thu Chamber Go !� Emergqency Storage For�8"8O a Float Chain Too Son Vol,550 Gallons Cab q: Min.2 Cover Alarm n 86.6 In ' \ I S \ \ N. \ \ \ Pump on 86.1 Mercury Float 2'0 S ch.40 FVC Swi1ehs-3Req'd Threcded Pipe Pump off 85"O 92 - 9�� \ \ \ Check Vchre \ \ \ Secure P peat Tao 3. Gate Val-re qJ \ / 9 N TO \ \ Boticra c Chcmber Benchmark: / / tG Gt-yTa�Npt?F \\ \ Bcttcm EI.84-0 ll 6"Wc�heC la d gtON pCroF R \\\ \ ¢`• Stone Min Top of CB/dh in 9c • n �ti C�,°ro �ynctw- SECTION I E1.=86.00 (Approx. MSL) \ J ��>` / �Q!� a �, B9tQ \\ Use 1/2 HP Pump by Meyers + I\ (1500 GALLON SEPTIC TANK) orApproved Equal. \ \ 97 \ 4�° R / �aFrticQ \` \ ` - PUMP CHAMBER DETAIL _ / K �� / -� ` \ _ ............ ` Not to Scale \ 8 r Q`r I 871 ��-��- \\\ ♦ \ I try' �u \ Q ♦ o \ CB/dh 31 in \ _ _ a• •\ \ 1 1 813 wORKL1M1TL1NE. S11_TFeNctr. \ ep,- \ 6. \ \ Q2 W tTF1 DOUBLs STA.KG HAy \ \ \ fop hr,E A \ \ \ / 1 13ALaS/ 1sot= Wetlond Flogs Placed 1.Ro \ \ \ o-'Max 1 1 By ENS (2105103) \ \ \ \y 4 \ ;, - - - - A4 a State Deft ned-- 1 pP\Jsr \ \ ry c�� \ \ \ _ Test r o f Wetland. \ `�-- \ \ \\ \\♦ � r ♦ - \ �� \ \�. �4''\\ \ E I Az -� .� h _ -14J-^.-SAS CUt_YERT•TO ` � Y ; - I / ♦\ l \ cfl MAINTAIN FLcw..tN 'l` \ \ � ♦ \ \ \ _ \ ♦ \ to .� \ •\ T A 1_!ti \ / \ �6' �• \ ex 1 s sw 84_ _ \\ \ \\\ \ .c Z i t,, - _ I Well�d Flaps Placed �\ - \ ` ` E`i 4 / r.� \ \N. \ +? F I 1 ( By ENSR(2105103) -r\ . \\ I / s s \ �� 1 - 1 co7:3 1� \N. \ \\ 1S' ice'• '1� . o �/ �s-`�- - �-TownDefined Isolated Wetland. e/6 \ , eN-••� \ \ \ \\ \ 4a r` _ Not Board of Health Regulated. Q 1 \ N, \ \ \ ,` `_ Not a State Defined Wetland. \ 1 \ a i83�\ \ \ \ O \� �' r --� 1 / \ Pew �c9Q \ \ a Big / \B62 \\ \ \ \ \ \ Upland 1 �' \ \60 cis l , - 861 -Q\ \ \ - \ \IN \ / / Welland 1 \ \ \ • (` i 921 1 859 \ N, 863 Y 8 \ \ 9� [� \ B23 \ \. r \\ a1 / \ O \ \ \ 4 ` ` F Ind \ \ h s \ - \ \ \ /J \e s s // t fnd m \\\ / \ \` \ \ �- -\\ of 0 rL B24 B57 \ B� \ O \ \ \ \ ` O�� 11 _ - -- -- - - �o 0µ. e37 838 / \ 836 IN ♦ t Ste' \ �� •\ BSs BJ9 BTS 835 \ \\ BVW Flaged by \\ \ 1 r�ENSR(2/05/03) �o \ \ �% / \• Bza 7 ` 6 54 i� Bf 090.t SF '\\ B/V� 832 / Q�=-fnd � � /. •9�9 O�0 \ DH i26• � \ � \ Bit 842 /• 031 \ � F -. � MCP \ � \ `t9` �-� 928 830 l N 75'25 "� 1 - B29 PLAN VIEW \- j 1 f Scale : 1 rr= 30' i d dh \ - 850�� ! �64J ` - "t � 1 B49 - ` Directions to Site: From Hyannis follow Route 28 towards Osterville. At at set of i 848 - lights take a right onto Osterville -West Barnstable Road and follow to Race Lane •\ i where you will cross over and continue on Ostervllle West Barnstable Road for a short - F> distance. The project site is the vacant lot next to house #1424 and.across the street 847 \ B" from the Sheriffs Youth Ranch (number 1445). \ / �OF .\ a Variance Required = PETER /- Town of Barnstable Part VM:On Site Disposal Regulations:Section9.00 _ 41 0.2,9Ah B46 p' Installation of On-Site Sewage Disposal Systems on Marginal Lots. ``there is at least a ' \, CIVIL four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area- The four foot depth of Q1 naturally occurring pervious soil must be above maximum water elevation" Less than 4 feet is provided above maximum water elevation. _ a � 1 a Title: PREPARED BY- Ph-PARED FOR: Notes/Revision: CapeSury 1.) The property lino information shown was -� PROPOSED SlTE IMPROVEMENTS Sullivan Engineering, Inc. JOAN CANZANO, TRS compiled from available record information. "All 7 Parker Rood 0 OSTERVILLE- W. BARNSTABLE ROAD PO Box s59 ?56 BEACON ST• #3 �. MARSTONS MILLS , MASS. Osterviue, MA 02655 Osterville MA 02655 FLLt (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax BOSTON s MASS. Z) The Topographic information was obtained from an on the ground survey performed on t PSOPEebol.corn copesurvftopecod.net or between 26IFE8/03 and 28/FEB/03. al o 3.) The datum is approximate mean sea- level Draft: M J D Field: WHK/MDH 3 0 15 30 60 120 based on town GIS maps. Date: Scale: Comp/Review: PS Comp/Draft: MDH/RRL November 17, 2003 As Shown Prod if 98147 Drawing l� C544gl � ZONE: RF DESIGN DATA u Area (min.) 43,560 SF ham_ Ins ection Port - # Frontage (min) 150 Office:576 SF @ 75 GPD/1,000 SF=43.2 Gallons 4"rt Perforated PVC Pipe Placed Vertically Down Into The Stone Width min Employees:4 n 15 GPD=60 Gallons Finish Grade To The Soil Below W/ Screw Cap (min) l To Within 3" Of Finished Grade 64 t Setbacks: Total=103 GPD Fron t 30' Design for 330 Per Prior Approvals a Side 15' ` Rear 15' SEPTIC TANK 3'-max. Compacted Fill -� Filter Fabric " Use a 1500 Gal 2 Compartment Septic _ - MI ,- � 1 \ OVERLAY DISTRICT. 4'IIPerforated LEACHING AREA 2„ PVC Pipe 1 8"-1 2" � y , �. Pea Stone AP - Aquifer Protection District 330 GPD/0.74(LTAR)=446 SF Required ' Bottom Area=(15'x 30)=450 SF Provided '-� 15' XV � 3ro *� •1 FLOOD ZONE: LEACHING CHAMBER DESIGN 3.5' 4' r r 4' 3.5' Remove All Unsuitable Soils All Pipes to be Schedule 40 Perforated PVC ;r � 3/4"-1 1/2" Within 5' Of The Outer Perimeter Zone X - not a flood zone p 6 With Ends Vented. Use 3-4"0 Distribution Double Washed Stone Of The System & Replace With Fill Meeting '3 Community Panel No. Lines in a 15'x 30'Leaching Bed as Shown. ' 310 CMR 15.255 (3) 25001 CO542J 15 r Effective Jul 16, 2014 - LOCATION MAP: Cross Section Of Leaching Bed Scale: 1" = 2000'f or Not to Scale ASSESSORS REF. I 1 F.F. EL. 94.0 ' 1 �/ See Note 6 (typ.) Map 127, Parcels 7-1, .36, & 35 I F.G. EL. 92.0 F.G. R 93.1 MI \ a Proposed Inspection Port O '` rl rl (See Cross Section) rl H Splash Plate DIRECTIONS: a 18 El. 90.0 & Flaw ° •h \ °- I Installer To 1500 Gallon Equalizers EL. 92.35 do ' k } Confirm Prior EL. 89.00 Compartment 1000 Gallon As Required 3 _ �h From Hyannis take Route 28 toward '� °r b �� 1 A \ To Any Work H-20 Septic Tan EL 88.75 Pump Chamber m� �• EL. 8 H-20 Required EL Top EL. 92.2 o \ Waterproofed/ led Osterville. Take a right Onto Osterville \`� ; 'N 'N w Two 2 is Waterproofed/Sealed D-Box EL. 92.08 0 �� \ of A roved Ion w/ Two (2) Coats Bot. EL. 91.2 West Barnstable Road and follow to Race sal v \ \ \\ of Approved Sealant EL. 91.85' _ f EL 8�F.25 L. 91.35 Lane where you will cross over and , ;�.. 'N -' continue on Osterville West Barnstable _- ,� ; ; ° `,. ���; EL.. 83.75 a Road. The project site is on the right. l�em� e an t+ OurtQbe sals � ' � \,�, p Wrfhrn:5 vOf en0uter:l Perimeter i . \ 6 F \ t \\\, 1 table CompactedHose 0�.The yst�m EL. 862 P OPOSED \ \ °�bo Bedding,"T"s 8c Replace..With Frlf'.Mee#mg: roun wa er -- z�SS WAY \ /' \ °q°O Inspection Port, 31 }. .. Monitoring Well \ x \ l ns & Baffels No Adjustment I as Per Title 5 Water Table 6 S8 41 ` 5 ' DEVELOPED PROFILE_ OF SYSTEM . ;� \ \\� �\�`xJ 1 •\ / \ \ NOT TO SCALE o \� ; 1 \ i \ Pump Power & Float Control \ cl \ Cables Installed In Accordance a� Locate Junction Box With Federal, State & Local 1 / p \ \ _ Outside of Tank Bldg. & Elec. Codes \O Alarm To Be On Separate Service From Pumps Q. tb i \ 1 m` 112„0 Galy. Pipe \ `* O it'. O \ i \ ov` For Float Support i t C) \ , W 1) . O �'` o To Field F I �MQ\,1\ No I \ I \"\ 5 � o It Z \ 1 y< �� 00 �� �\ Wetland Limit As Flagged By 4'0 Sch. 40 PVC / / 1 y I Brad Hall 22 SEP 16 From Septic Tank 24"0 Opening Above g 8 For Manhole Compartment �//�� , �, \ / ; 1 � �. \ �• Frame & Cover Cl) ter/,. \ r\ \ cp 6 PUMP PLAN VIEW DETAIL _ 59\ 6g 1°� NOT TO SCALE ' \ Conduit Thru Chamber For \ 1 O ° 10.0 1 24"0 Manhole 1 1 1 1 h \ ' ' 1` Power & Float Cables Frame & Cover O 1 } \ 1 1 c!�O ; Finished 9" Min. �A o N i \ \ ' Grade Cover o7`Jn� \ o 4"0 Sch. 40 PVC - a elled Y `� �k j \ From Septic Tank Choir, Drill 1 8"0 Hole c j < \ i _ For Drain \\ Inv. 88 50 To Pressure Dose o o Emergency Storage System Min. 2' Cover �♦ + _ \ Volume 388 Gal. Ln ,1t \ \ o� Alarm On El. 8 7.00 m t `\ N.\\` )° o t. ; `I `.\ \ I \ \,\ Pump On El. 86.25 `� \ t 1 �n i 1 \\ o _� Pump I �� ` ) { o ^ `\ �� \ i ; N o Pumps Off El. 85.75 ° i -A��`. c" ON�d ) O \ ( \\ o ' a 2"0 Sch. 40 PVC °\ /~3 i Z Oa O� OG� �1 ° z a Threaded Pipe QQ I zO w ��N��U? / O\ \\ ownCheck Valve /�O�LZ�O�O t i � <i \ \ I O c�O I i ��% \ \\, o Top of Conn El. 84.25 o J T O T� �^I 1. 1 \ F A \ r n O 3 G. �G j ° I\ ' , Bottom of Tank EL 83.75 V \ \ 1=86.0 Assunye •" `� J r o )� CAN Q G �p 4 i \ �` \ �\ li \ \ P P t of H \ `� \ �! /t th O �'' n I I \ P \ \ \ Secure Pipe at To ` ` --_ ' t/ t ; O / o I ^\ Bottom of Chamber Stable Com acted PROPOSED I Z I I \ 1 ? �\ 1/ToHBe Conf�med P Base � I t *Prior to Ordering Pumps the Contractor �'CCE- 1 � � Cn � \ Prior To Installation 9 P - WAY I I O , 25 * Must Confirm the Com atibilit of the l •�epP�Z / t , \\ ���/ \\ or Approved Equal P Y y, •,, �,, `, .„`, `o•�. j� � \ `\\ Existing Electrical Service va O�-)3 \ �,! PUMP SECTION DETAIL PROPO D WA T R o \ \ER �E \ { o R I I �� 2 x \ a``�,o� \ \ NOT TO SCALE F/CE P POSED o \ \..\ i S r2TlC I a \ \\ I T ce, TANK N � �1 �` \ � \\ Hand Limit F ( - P �Q�cD j y \ ► As Flagged By SR SEPTIC NOTES UMP� i! i 'c Z ; - 1� I 05/FE8/03 B9 CH1BE��,� 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notifications to Dig Safe(1-888-344-7233)and contact \ 1 \ I i /' ,\\,, Sullivan Engineering&Consulting Inc.(508-428-3344). ._.... ........ ", ) * \ (0 \ f * x r 1 �� 2.The Contractor is Required to Secure Appropriate Permits From Town '• /�/ - _ t l \\ 1 ,DM 1 I Z. Agencies For Construction Defined by This Plan. C 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 10 \ w Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to ' ( \ \ �- \ 5 \• \`; rn o_ \, Assure Watertightness. In General,Water Lines Shall be Constructed in TH-1 `\ 1 \ 9� \ \\� Coordination With COMM Water,and Shall be in Accordance \ P \\ \ TH- can With 248 CMR L00-7.00&310 CMR 15.00. \ 3c \ \ , 44 ;I o- 4.A Minimum of 9 of Cover is.Required for All Components. / \ ` \.................\ Cn II n OO \�� W � \ �_, 5.All Structures Buried Three Feet or More or Subject { �`'.... o- o _.._ z o N g. gin \\ to Vehicular Traffic to be H-20 Loading.It is the Engineer's t11 IP { m \ \ vl c� \ �6,ON \ 4 \ \ \ Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Within 6 of Finished Grade 100 \\ \ �{ a� \`\ . C, \\ \ '; \\` Over Septic Tank Inlet,U,Outlet, Chamber Inlet and D-Box. b \\ All covers are to be maximum 18 for concrete or 24 Cast Iron. l l N 0' Install One Cover to Grade Over Pump Chamber Outlet. ! r ; d, \ PR X1 \ \ J/ �\ Septic Y 7.S tic System to be Installed in Accordance With 310 CMR 15.00& lfv 6'• ��AA \�. 5 D0 \ \ ��, �. / ,� � 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable � .. DPP \ � ' / \ , A. '� aA<oIeo M R0P°ZA \ ~ R 25' `�`` '�'',-\\ ?1 25 \ `t` \ I Board of Health Regulations. / / 6�• N Q�1 T ) \ 2�RSE \\ ! 1 i \ 1 \ 8.All Piping to be Sch.40 PVC. r g• \A 3s \\- 3 \ \ �0 ��E \ �l \ I B�¢ t, 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Y 6 3s 1 'tea Total Area :.'� \\ 5� \�, Sump of 6". i \ / 312,000±SF ; 1 ° \ Septic 65 \ 1 / �: / �•'' \ i `-_- 10 The First Tank artment Shall Have a Volume of Not Les Than \ �-A \ 1 \�` 660 Gallons and the Second of Not Less than 330 Gallons. oh The Compartments Shall be Interconnected by a Minimum 4"0 ae �,\ \ f' Flo _ •� -' � \ \ \ \ �,� ''' OS P�P,� '''�''-- f ! ! .m B� 1 ` _ f \\; Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. a Z \ j \ OP E `f I �x�'' olo S 11.The Separation Distance Between the Septic Tank Inlets and NIF b� S9 ) t . pR 55 a� 702 Realty Trust \\ Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend o y �' t• \ � � 20 \ a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" x / 4J a Below the Flow Line,and Shall be Equipped With a Gas Baffle. n N% 5 � w / •l � � i 1 B7 a\q' �\ N,Q,Iv G e_ G BOUYANCY CALCS Sgg\. t` \ 1,500 Gallon H-20 Septic Tank �' t \\ \. Dry Dead Weight=21,230 LBS Qa» Uplift=62.4 LBS/FT(6-2"X 1 P-0")_ .< I ;( \ \ 4,228 LBS/FT ( r Le end: ,/ - \; B Z \ J \ 4,228 LBS(86.2-84.25)=8,244.E LBS H dran t „'/ ! / ° 2 <r� \\' 'r5' rjQ' \\ Q Weight 21,230 LB>Buoyancy 8,244.6 LBS:Tank Sinks Y ® Iron Pipe ;t;, s t o ', � ' � • , ,`,... -' `, "'� � /\\ 1,000 Gallon H-20 Pump Chamber • Dill Hole f o \I \ 1 $" E , - , ' 1 \ �61 04, 50 Dry Dead Weight=14,500 LBS � CB/DH ?f �� ( t �, \ \ ~� N 480" Uplift=62.4 LBS/FT(4'-10„X 9,-0„)_ ,o, Guy N ` -' ( O / \ \ IP �- Utility Pol � 12.SLB ( .2-83. )- . 2,712 5 l { . -' 2 7 S 86 75 6 645 6 LBS MW t sue• �/ j \�� i \ j` Monitoring ell o� �-' 1 ! ?6 A t Weight 14,500 LB>Buoyancy 6,645.6 LBS:Tank Sinks rn � 3 O\O � ti �` �•s N�f e 1 Y Y Wetland F ag o, `ram \`�: , \ `. gay^5`° PERC TEST: 10,219 1 5 �Z Oil ! of OO Water Gate (round) � -\�F. I\ ``/ti�? `�• O�A\t� ' 1°Wn PERFORMED BY:PETER SULLIVAN-SULLIVAN ENGINEERING v'�,,�6 >•\ t \ SOIL EVALUATOR#2376 OHW- Overhead Wires 26.07'� 25 EI e vation Con tour N 75 25'30" E o w �,�� 1 \ WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE June 4,2002 TEST HOLE- 1 EL,90.2 TEST HOLE-2 EL,89.0 TEST HOLE-3 EL.88.5 TEST HOLE-4 EL.88.5 0Deciduous Tree � �, \' 7 i \ o _ 1 '1 I / O LAYER O LAYER O LAYER O LAYER - 2++ PINE NEEDLES&LEAF MATTER 90.0 1" PINE NEEDLES.&LEAF MATTER 88•9 3" PINE NEEDLES&LEAF MATTER 88•3 2" PINE NEEDLES&LEAF MATTER 88.3 Coniferous Tree ' a o ( A LAYER 1 OYR 2/2 A LAYER IOYR 2/2 A LAYER 10YR 2/2 A LAYER 10YR 2/2 + x VERY DARK BROWN VERY DARK BROWN VERY DARK BROWN VERY DARK BROWN \ --1 4„ LOAMY SAND 88.7 * 7" LOAMY SAND 88.2 4" LOAMY SAND 89.9 4" LOAMY SAND 88.2 B LAYER IOYR 4/6 B LAYER IOYR 4/6 N B LAYER IOYR 4/6 B LAYER IOYR 4/6 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN o Birch �r r4 OF 1?g � 40++ MED.SAND SOME SILT 86.9 41" MED.SAND SOME SILT 85.6 38" MED.SAND SOME SILT 85.3 60" MED.SAND SOME SILT 83.5 ��` 4 C LAYER I OYR 5/8 C LAYER 10YR 519 C LAYER 10YR 5/8 C LAYER IOYR 5/8 O 1g�HN G 1 YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN O r'EA MED.SAND MED.SAND MED.SAND MED.SAND U 40" PERC TEST 86.9 41" PERC TEST 85.6 ° Cedar N .48168 " "<2MIN/IN <2MINAN ,a GROUNDWATER ENCOUNTERED- 82.4 84" GROUNDWATER ENCOUNTERED 82.0 78" GROUNDWATERENCOUNTERED K-0 77 GROUNDWATER ENCOUNTERED- -GROUNDWATER 120' 180.2 120"1 179.0 120" 78.5 120" 7 .5 Holly . SITE PASSED* Add Sewer Line From Barn 09104118 TOWN OFBARNSTABLE CHAPTER 360 ARTICLE VIII-MARGINAL LOTS Incorporate SPR Comments 05112117 4'DRY PERVIOUS RESTRICTION-2.8'PROVIDED VARIANCE REQUIRED Incorporate SPR Comments 04127117 REVISION: Update Office Dimensions 103127117 TI TLE: PREPARED FOR: PREPARED BY- NOTES: Sete Plan 1.) The property line information shown was Proposed Im, provements E11�I18eI'�IlgBc axpeSurv, compiled from available record information. r The Farm, LLC flivanclowulaq, U1., 23 west Bay Rd, Suite G 2.) The topographic information was obtained At (5asl4za.3s.a•I�.e«�;� ��a� Osterville MA 02655 from an on the ground survey performed on . ..ao.,w..«Isxl r 1450 Osterville West Bam. Road (508) 420-3994 / 420-3995fax or between 26IFEB103 and 03/OCT/16. 3.) The datum is approximate mean sea level {' W <MOrsto11S Mills 20 40 80 160 Draft: JOD Field: WHK/MDH/ASK based on town GIS maps. _ Baam, ,stable aS 40 0 ' Review: JOD Comp/Draft/Re vie w:MDH/WHK/RRL DATE: SCALE: March 10, 2017 1 " 40' �'roject: 1998165 Drawing ;#: C544_4g1 ex1 i