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0090 KEARSARGE AVENUE - Health
90 MARSAGE AVENUE, CENTERVILLE A =225 020 00 I 1 `> No. c2b177 _ - 3 35 ` / 45 Fee a. ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYicatiou for Mi5po5ar *p5tem Cow5tructiou permit Application for a Permit to Construct 9Q Repair( ) Upgrade( ) Abandon( ) tK Complete System ❑Individual Components Locati dress Lot No. 9v Owner's Name,Address,and Tel.No. n J(c Assessor's Map/Parcel N,M LZS.. Joe,/ ��© 0,*s, 1 Antra sL.. vnq,,_s 02 ZZA Installer's Name,Address,and Tel.No. �%� Designer's Name,Address and Tel.No. -56.0-771 75-t7Z, U c . tS / � 73 0®c 51- Cvc nj Type if Building: Dwelling No.of Bedrooms 5c is j Lot Size 4//,dr,'?,3 sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) J Other Fixtures Design Flow(min.required) '776 gpd Design flow provided S gpd Plan Date G/Zfs/20/L Number of sheets A" Revision Date Title M,34—tc.e, C4 —.rAl"1 — L,Se k/-v,ds peym,f R a rn M .2Aa— 45.k, a d9is a ti ea Size of Septic Tank 2 MC)1a.lit— Type of S.A.S. ,,,3 e_Qu,wlx.s Description of Soil I �w 40 -C�oAl loss r" :5 k:"i- 2 0. 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 Environment ode and pl e the system in operation until a Certificate of Compliance has been issued by this Bo d of Health. Signed Date Application Approved by Date Application Disapproved by: Date J for the following reasons u I _ N Permit No. 9_6 1 Date Issued lo'.13` --- —————————————————————————— T No.— a e:. I l.. Fee / I C� "T tTHE COMMONWEALTH;OF MASSACHUSETTS Entered in computer: . \.PUBLIC HEALTH,' - TOWN OF iBARNSTABLE~MASSACHUSETTSYes Zipprication for Digo!6al *pgtem Congtructiori Permit Application for a Permit to Constructt.K Repair( ) Upgrade( ) Abandon( ) ® Complete System ❑Individual Components Locatio_n Address or Lot No. qp Owner's Name,Address,and Tel.No. /"(s �p� yam` % SCS �"�nanuc/ r✓r LLG. Assessor's Map/Parcel "Z,47 LZS OZO pKAL (,�1 v, go Sdrr+ V11Cts (/ U Installer's Name,Address,and Tel.No. J( Designer's Name,Address and Tel.No. SOS .-77/— 7S0Z- s �`t�t 0,x/,,- ivy 71,5 uor4, S!- 1'1 van( GLGo Type of Building: Dwelling No.of Bedrooms ScVcr► Lot Size G//673 sq. ft. Garbage Grinder r Other Type of Building No.of Persons Showers(. ) Cafeteria( ) Other Fixtures Design,Flow(min.required) 776 gpd Design flow provided 805 gpd " Da te ate C//Z(o 2U/L Number of sheets i ! � /Glv Revision Date Title Mohce, (-.)e.-4Ar-r,ds Pcyvnr f P(a to M_ 1ap�r_ 4 sk'n .1.9t6 Ll" De I-ii Size of Septic Tank ZC0CD 4c I k- Type of S.A.S. L,c rr•G,w G.ua,^6em.. ,S'K IZ-W i Description of-Soils J.o Sots IoSs S kczF 2 / 't Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: lT&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 of to pl e the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Li/;' -� Date Application Approved by Date Application Disapproved by: (� Date for the following reasons3373 N i � N i Permit No. G 1 Date Issued ' . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed O Repaired ( ) Upgraded ( ) Abandoried ) �. FI at k'.�l / ! as bli'een constructed in accordance i I I with the provisio s of Title 5 and the for Disposal System Construcfton Permit No. coo I o2 '3 3 5 dated' r Installer V&E-+ �N Designer G eF/l k 7-7>ig t h1 y!�_ #bedrooms Approved design flow 045 J gpd The issuance of this permit shall n•.t bg c•:nstrueu as a guarantee that the system vfj ?fu�n ho as d/esjigned'/ V 1 �✓ /'� Date IInspector ✓�%f! /- ,�) .-1.� No. 0 3 > Fee 160 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS +. 'wtgpo!5a[ 6p5tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) ljpgrade ( ) Abandon. ( ) System located at q6 K(,4,rt,..t, _ 1 a . 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 perm i 16-13 ry,.- Date � Approved by l g Town of Barnstable . Regulatory Services Richard V. Scali,Interim Director aaRNBTA m MASS; Public Health Division. 039. �0 'OrFnn�ors Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2 2.'i jq Sewage Permit# 20 J Z- 3 3 5Assessor's Map\Parcel Z.Z�' U20 Designer:. __1a«rc�cr N y� Installer: Address: Z-s ��,%.+,� St Address: ?,_`16 T 1-4111 & my OZfo33 On /O -Z3-Od le- J,4), Dub is �`r` _5w was issued a permit to install a (date) - (installer) septic system at 4® cam„ -a /� .a based on a design drawn by (a dress) 'Ba-rcVerr 04e dated ---16-' Z0 i 3 (designer) 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. 1.certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) ��,\H OF nrygss llC p� STEPHENALLYN "�C\ nsta ler's Signature) o w ory j. No.30216 � /S�FG RHO t��4 TE � signer's Signature) (Affix mpg Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE. WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc 0?20IZ-6Z�',0'4 Town of Barnstable P# / C� f r e row _ _ _ o" Department of Regulatory Services $ 9AaNBrABLE. 7 Public Health Division Wte Q y MASS. 200 Main Street,Hyannis MA 02601 �rfD MPt Date.Scheduled t / Time Fee Pd. © � Soil Suitability Assessment fob Se Disposal Performed By: S 4 to L- (A l kc A Wltiiesscd By; . LOCATION & GENERAL INFORMATION Owner's Name .C ".,. Location Address .� eerr$�r rrJ6 ��. 1'1 JJ ec.J�{-r,_nA G1. ,IC lv�gl- /'� anvlil�Jort Address. 9�9 fy/a�n S�� O5/Crur�� Assessor's Map/Pareel;... 2 2 5! b 2.p Engineer's Name �ro � QL NEW CONSTRUCTION _ ., REPAIR Telephone Land Use i'e 5 t CtlEa"�•. AR Slopes(%) V�rl LA Surface Stones Distances front:, Open Witter Body ^^ 2 5 44 ft Possible Wet Area tt Drinking Witter Well 1t Drainage Way ft Property Lino ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert;tests,locate wetlands In proximity to holes) au: �J '—J 71 '. rx 1. "` Permit materiel(geologic) G �e►.1 l'�ul-�+o tst Depth to Bedrock .Depth to.Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Met►nod Used: In. Depth to soil mottles: Depth Observed standing in obs.hole: P Depth to weeping flrom side of obs.hole: In. Grotutdwatcr AdJustmcnt Index Well N Reading Date: Index Well level Adj.factor Adj.Groundwater Lovel— PERCOLATION TEST Sato (n /L Time Obsowation Time at 9" Depth of Pere 41�� 4� Time at 6". Start Pre-soak Time a I1'�1 S /l ;3 D Tinne(9"-6") End Pro-sank 11 i 2 //40 Rate Min,/Inch ------------ Site Suitability Assessment: Site Passed_� . Site Failed: - Additionnl Testing Needed(Y/N) Original: Publle Health Division Observation Hole Data To Be Completed on Back------=---- ***If percolation testis to be conducted within 100' of wetland,you.must first notify the . Barnstable Conservation Division at least one(1)week prior to beginning. ;7012- a216,01 Q:FIEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole # Depth from Soli Hoilzon ' Soil Texture Soil Color Soil Other Surface(h1.). Y (USDA) (Munsell) Willing (Structure,Stoles,Boulders. o vc II I ay-2Z" —M o t a nn�dl S' f Sor� 10'YY� . lM&J, Su 10 `t'tE r'I'1 FP, Qf� DEEP OBSERVATION HOLE LOG Hole# 2. Depth from Boll Horizon Soil Texture.. Soil Color Boll Other . Surface(In.) (USDA) (Munsell) Mottling- (Structure,Stones,Boulders. • ��••,,,, —7 0 tC 0 °a e , DEEP OBSERVATION HOLE LOG Hole# Depth from Soli Horizon Sol Texture Boll Color Sall Other Surface 01.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. C01131 tency,° . v_sr, �P 1;bamyScarf (6 Yr2.31 la"- ZL� C� Med. SZ,%4 to Y�c 61Y t o yve'.3/0 c,kz Z,IWO � DEEP'OBSERVATION HOLE LOG Hole# q Depth from Sall Horizon Boll Texture Boll Color Soil Other Surface(hi.) (USDA) (Munsell) Willi lg (Structure,Stones,Boulders. consistellcY,% f, 4,noNn9 Sated {wt�e r. 10 Y K /"/2, C- S�I+y Scr4cl I V `{fZ N��I tiDr—`�D�� Cz W1ceQ, ScKeQ G�S �i,t�, w✓ t3� �f :F ood Insurance Rate Man: Above 500 year flood boundary. No— Yes Within 500 year boundary .No ✓ Yes WI111h1 loo year flood boundary No ✓ Ycs depth of Naturall y Occurrinll Perylous Material feet of naturally_occurrtng pervious material exist in all areas observed throughout the Does at least four are.;proposed for the soil absorption.system? v If not,what Is'the depth of naturally occurring pervioi us material?Cert1__fication ' tort I .1163 (date)I.have passed the soil evaluator examination approved by the I certify that on Department-of Envlrotu-nental Protection and that the above analysis was performed by the consistent with the required training,expertise and experienco described in 310 CMR 15.017. •'°' Date. go/Z_ i Signature �2012- oze; 05 (I MEALTH/Wp/pERCPORM g y 5 p N�A�- x NyNpN!� BW' O � o • G N _ _ POST do RAIL FENCE in . .x .(... - 10--FOOT BADE RIGHT OF WAY 1gp;9g�a?-PST.do RAIL FENCE- 174ND ED _ N C r o �Srill CP Lp r a' ED731 1.27 AV co (�,��,, Ifj . gyp( /� -� 8� � � /\/� N� •\ \� 40, � l 21' l 11 � �r �� •`/ 3 / s 2& 1 21 CDcoo O o � Oc O w \ �i FENCE, ..,.. ; 5..... .. 17-12'3e w /.... ....y....�/...�.../�•• ... � .... y ... .. / ..... TO A4 CKSM — —CD---• -- TOWN OFBARNSTABLE _ LOCATION 9 keA f S y e r9e /�fie• SEWAGE# VIhLAGE CeW�er V: ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.3w �� `S �c"'� 50 f� 'q`15 0 -53 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) aw Il�'rs w i 3"e (size) BL 6 I c/ z a NO.OF BEDROOMS Z OWNER fVI G Jr+06 PERMIT DATE: 0)0I/, - COMPLIANCE DATE: Separation Distance Between the: 1 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I t/' Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching f cilityyy)•• Feet FURNISHED BY W �3-3G ,.� C Ia o CA rA Ad -39 � o A)-s6 I-j-41'd .�s�b Excerpt from the Board of Health Meeting Minutes on 6/12/12: I. Informal Discussion: A. Stephen Wilson, Baxter Nye Engineering representing Debra Pane, owner— 90 Kearsarge Avenue, Hyannis, Map/Parcel 225-020, 1.39 acre parcel, regarding setback to a state defined coastal bank located within 100 feet of the existing SAS. The Board would like to see him find a way to install the septic tank outside the 100 year flood zone. ►. Town of Barnstable %f 1 0 row o Department of Regulatory Services RARNSTABLE. Public Health Division Date rJQ w MASS. f6J9, .o 200 Main Street,Hyannis MA 02601 'rEo Mot Date Scheduled (� / Time / / Fee Pd. LI _ Soil Suitability Assessment for Se Disposal Performed By: S�Gy'G (A.)I Is0% � t'aIF, Wltiiessed By: LOCATION &GENERAL INFORMATION �G.�( Owner's Name C LocatlonAddress ear�g�yG H. /JecJ}-rvt' Address: Assessor's Map/Parcel;.... 2 Z5'! 6 2,o Engineer's Name NEW CONSTRUCTION iX REPAIR Telephone# 54-771 7$6 7- Land Use re Slopes(%) Ve.rite Surface Stones Distances from: Open Water Body" 2 B ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 77 - t Parent material(geologlc) G( Depth to Bedrock Depth to.Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used; Depth Observed standing in obs.hole: in. Depth to soil mottles; in• Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date 6 /L Time Obsowatlon }}' fy Time at 9" Holgil �. a a Depth ofPerc � :(�(; Ti _ - - Start Pre-sonk,Time a Time(9"-6") End Pre-soak !J i 2 Rate Min./Inch 2.,'hp I v%b vt e 4 Site Suitabllity Assessment; Slte Passed _ . Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- If Percolation testis to be conducted within 100' of wetland,you must first notify the . Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/WP/PERCFORM 1 Z- ,o, DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texturc Sol]Color Soli Other Surface(In:). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ° Gravel) 5cKd t— 11 IZY-22" cY�+ah� I o 22�- nn«R; S��dl -10 YY� iM 10 ?It 4A Pe rr. ®V,? Z v DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture.. Soil Color Soil Odor . Surface(In.)- (USDA). (Munsell) Mottling (Structure,Stones,Boulders. C0113IStee °° e 7G':I Zd C. med. Ssnc.Q ►0 Yle V/6 DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cot s s c a v_ ,rri A? aamysan .l /U rz (0.°- ZL I C, . rM,d, 10 Y►2 61Y e6�� 3�1 G . Wl�c� Scat to Yt? 3/1 yid qG0 C3 mt-d So DEEP'OBSERVATION HOLE LOG Hole# q' Depth from Sol[Horizon 5011 Texture Boll Color Solt O ithLl r (Munsell) Mottling (Structure,Stones,Boulders. Surface(in.) (USDA) trilry,% v CJ �Se! /Ala l:ocvv�y Sard fb 19 3/2- 1M'd. se-I'd to YK Flood Insurance Rate.Man: Above.500 year flood boundary. No— Ycs Within 500,year boundary No ✓ Yes Within 100 year flood boundary No to"" .Yes ' life th of Naturally Occurring Pervious 1VMterlal V Does at least four feet of riatura[ly occurring pervious material-exist-in all areas observed throughout-tile _ area proposed for the soil absorption.system? �Z If not,what is the depth of naturally occurring pervious material? Certification I certify that on ri l�.* (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 ertise.and experience described in 310 CMR 15.017. the required training,exp Date Signature iaZ- �0012- oze; 03 Q:H EALTH/W P/PERCFORM 159 PNu N. BOa'C 9 0 N1 \70 POST do RAIL FENCE 10—FOOT;MADE RIGHT OF WAY X. .(.. `\....ice •1.8 m'9? POV do RAIL FENCE- `\ 1�1ND PED IN M2'30' 9. cc Un 1 ca 9 CO Lp r� I \ \ '2j 04, th CC* 480 g ��/ ' � b c cb 8.62- 1 It •' 19 0.60, / / L py i ("& - co ol j \Ovn , LO AP 17 8 �.. . . 't-S 17'12'30' W .. , i,• ,. AACKSON McKean, Thomas From: McKean, Thomas Sent: Monday, June 04, 2012 4:04 PM To: Crocker, Sharon Cc: 'Stephen Wilson' Subject: Informal Discussion Please place Steve Wilson on the 6/12 agenda for an informal discussion regarding#90 Kearsarge Avenue West Hyannisport. The owner plans to tear down his five bedroom home and reconstruct a new six bedroom home. The question is in regards to setback to a state defined coastal bank located within 100 feet of the existing SAS. It is greater than 100 feet from the backside of a coastal dune and the SAS is greater than 250 feet away from the actual water. 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments a syeg 90 Kearsar a Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out A. General Information (� ' forms on the computer,use 1. Inspector: only the tab key p to move your Scott Campbell cursor-do not use the return Name of Inspector key. Cardinal Company Name 32 Ridgetop Rd. Company Address CT Ma 02635 City/Town State Zip Code 508-420-1295 S1388 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs urther Evaluation by the Local Approving Authority 5/28/12 Inspecl6is SignaA Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 f Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Citylrown State Zip Code Date of Inspection B. Certification (cost.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health:. ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ` Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within.a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 550 t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d See detail 9 ( Y 9 (gP ))� Detail: 2010=317,000 gallons. 2011=231,000 gallons. Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-11110 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 8 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known)and source of information: System installed 1997. Certificate of compliance issued 317/97 permit#95-316 Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑cast iron ❑40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): • ' Depth below grade: 115"feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Titie 5 Official Inspection Form Subsurface Sewage Disposal ! Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 2'10" Scum thickness 3" 6" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 11" How were dimensions determined? sludge stick,tape measure Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Septic tank should be pumped. Both tees in place at time of inspection. No signs of leakage into or out of tank at time of inspection. Tank liquid level at proper working height at time of inspection. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Box is set level. Small amount of solid carryover to distribution box. No evidence of leakage into or out of box. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: Leaching working properly at time of inspection. t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System.Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M ' 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 18 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Dry ssoil, no signs of hydraulic failure, no ponding or damp soil, normal vegetation. Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owners Name information is required for Centerville Ma 02672 5/28/12 every page. City/rown State Zip Code Date of Inspection D. System Information (cont.) Comments note condition of soil signs of hydraulic failure level of ondin condition of vegetation, ( 9 Y � P 9, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately g ' Zy' 3y 39 O O 33' 3y t5ins•11/10 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 15 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. City/rown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 12+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: You must describe how you established the high ground water elevation: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 90 Kearsarge Ave. Property Address Debra Pane Owner Owner's Name information is required for Centerville Ma 02672 5/28/12 every page. CityrFown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 ASSESSORS Wtjo- Z Z S No.- >�s..�.0 ........... THE COMMONWEALTH OF M ETTS BOARD OF HEALTH TOWN OF BARNSTABLE Apphration for Di-pooa1 Works Towitrnrtion ramit Application is hereby made`for a Permit to Construct or Repair ( ) an Individual Sewage Disposal Syst at oa,a5A�(z AV uls -•--•-•-•--...------••-•-•-•-•---•-••-•--------------•-•.......................................... ----•-----••-••---------••--------••-•--------••----------------•...•-----•---•-••-•••--•-••----•- Location-Address r Lot No. '`-•`-...__ .! r _4�r. 1- �'o.21�t- dz.L�.LQ.�.r*ls3U�2'� Owner -•--••----------------------------•-•------Address Install Address UType of Building Size Lot.-�v0.�`� ........Sq. ., Dwelling—No. of Bedrooms-----------�_S_ ____________________________Expansion Attic Garbage Grinder get 6 aOther—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ...................................................... W Design Flow......5 ____________________________gallons per person per dam. Total daily�flow---------`— .....................gallons. �P WSeptic Tank—Liquid capacity.1���gallons Length__1Q�- ____ ���idth.$��._._. Diameter____—.--'_------ Depth__.5 e) x Disposal Trench— No. .................... Width...!Z----------- Total Length----S(,o....... Total leaching area-_87 .._._..sq. ft. Seepage Pit No..................... Diameter.................... Dep h below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box NETS Dosin ank (NQ 0-4 AKA Ifv � .�!-��4.�.__........ Date..... . ------ a Percolation Test Results Performed by..... .. ...... �...._._ �• �_ - 1-a Test Pit No. 1....Lz....minutes per inch Depth of Test Pit---- 2 .......... Depth to ground water......AZ,............ Gi, Test Pit No. 2....�-.Z.____minutes per inch Depth of Test Pit....Q........... Depth to ground water.....NZ........... a ----- ------------------------ -----------------------------------------------------------------•------------------------------- ------------------ ..----- 0 Description of Soil........Q.-.Z.Lam. _.> �r Q.1..C..------------------------------------------------------------------------------------------------------ x2.-=--V2...` _!� iJ........k! .. ............................................................ V UW _.. •-----••------------------------------------•-•------------...........---- ---------............-----•--------------...------....-•--------------........-•---....................---------......... Nature of Repairs or Alterations—Answer when applicable-----------------------------------............................................................. -------------------------•-...------------------------------------------.....-----..._...--•-••---------•-------------------------------------------------------------------------------••••---......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ce has been issued by the board of health. Signed ........... - o-+� ......... ..... .. .1..........:...... Date Application.Approved By ............. ...� � .......... ............ c3-..-...�t....-. .c Date Application Disapproved for the following reasons: ...................... ......... . ..................... . ........ . .......7-------------------------------------- ------------------- -------------------------- ........ ............................ p Dare Permit No. ---------..1...b.....:-..�j..l.�..._............._..... Issued 3 ..-. J`—................ Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of C omptinure THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) by ------------.. at -----------._.h.0 c��f � L_...I ��.....__.. ....1� . �Y�4tit.t..U. <St -------------------------------------------------------_.--------------------------------- has been installed in accordance with the provisions of TITI,E 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. _---? ..:-.-....�../.( ...... dated ..------ �...-..�J. ' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. � qq ` DATE .-------- --------------3--../.--- ..1.... ...... - - Inspector ------- ----- � - —m'-----mm.----._--,—�� ----- -- `-1-- —lT—^ -- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH qp / TOWN.OF BARNSTABLE NO...1...�___...��.(� FEE..... Z•l-'�....... i ns 1 �x ii ( titrudion "nutit Permission is hereby granted-------- M. ..-••-•• -� to Construct (k) or Repair ( ) an Individ al eve ge Disposal System �� __AG?.S - -- ------------- at No.. fi ................................ Street as shown on the application for Disposal Works Construction Permit Datd. ..__-_-_- ...............� ......___ A Board of Health / 7 FORM 36508 HOBBS A WARREN.INC..PUBLISHERS "� y1 zZS L - No....��a`�.3/.10 1OC� F THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH ` ;TOWN OF BARNSTABLE Alipfiration for Di-tipwia1 Wnrkg Tontitrnrtion Vrrmit Application is hereby made for a Permit to Construct ( )U or Repair ( ) an Individual Sewage Disposal System at: K. —a 2 SACS G... ....------v'.... . o rz ' Location-Address w r Lot No. Owner Address as Installer w Address d Type of Building Size Lot._Q}2C. ........Sq. feet U Dwelling— No. of Bedrooms----------- ---- ------ -- -Expansion Attic ( Garbage Grinder -f< No. of ersons------------------------_-- Showers — p`�., Other—Type of Building ........................ .� p - ( ) Cafeteria < Other fixtures _----------_----------- ---------------------------------------------------- ----- -----------------•••••---------------•-•--------------------• W Design Flow......5.5............................gallons per person per d V. Total daily flow.........�-. ....:..............__gallons. W Septic Tank—Liquid capa6ty.15_"UL)gallons \ Length--AD..--�.--- Width.5--.ga��- Diameter---- ------- Depth.. ��_:e.?I re � x Disposal Trench—No. .................... Width---XZ_- .------- Total Length....�G....... Total leaching area-.877.......sq. ft. Seepage Pit No--------............. Diameter..-----..---- ------ Depth below �inlet.................... Total leaching area.............�....sq. ft. Z ( rye .-- -- .( .1.--.14..e..�........... Date....--- .S --1>.�....... Other Distribution box Dosing ank 1\ Percolation Test Results Performed by An.. �. �a� ""� as Test Pit No. 1....L-2....minutes per inch Depth of Test Pit.-..N.`.Z---------- Depth to ground water....... ?............. Gi. Test Pit No. 2....4 .....minutes per inch Depth of Test Pit----l�---------- Depth to ground water.....A._,------------ -----------------------------------------------------------------------------------------------...--------------•----........---------•-•---------------.---- O Description of Soil Q.....-Zc .. 11 1501.1.-------- � �A! a . w ----- VNature of Repairs or Alterations—Answer when applicable................................................................................................ ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ----- - -ow -- -.. ...... ..`��7................. Application Approved By ---------- <J.... -�.,_ - ..... ...-.75.. Application Disapproved for the following reafon . --------------------------------------- ............................................................................................................. .....------------------......._..------------------------ ----------..._..-------- ........................................ p, 7 r q. Dare Permit No. .........-.a- -- �...1 - - .& ------------------ Issued ------- ---------- l - `7. ....... Dace TOWN OF BARNSTABLE LOCATION Ay/& SEWAGE # 9S,-3i9 VILAGE (� ASSESSOR'S MAP & LOT • (�0`l0 INSTALLER'S NAME & PHONE NO. Hlali-ey C/e v- 00 -r SEPTIC TANK CAPACITY I 45m LEACHING FACILITY:(type)�L emiS op 9 Size) f2X S"l' NO. OF BEDROOMS PRIVATE WELL PUBLI ATE BUILDER OR WNER_ �P,$j DATE PERMIT ISSUED: 1y 97 DATE COMPLIANCE ISSUED: -1 VARIANCE GRANTED: Yes No r ).a`) TOWN OF BARNSTABLE LOCATION A SEWAGE #_91 ,,- VILLAGE W ; H- t4.,Lms JT` ASSESSOR'S MAP & LOT p INSTALLER'S NAME & PHONE NO. t/ie,Ee y �Jaj,ur (In SEPTIC TANK CAPACITY i!� LEACHING FACILITY:(type);i- p_ow1 0r 9 iur/rc.ra (size) NO. OF BEDROOMS PRIVATE WELL PUB�WATE BUILDER OR DATE PERMIT ISSUED: 97 DATE COMPLIANCE ISSUED: 3 • 1 - VARIANCE GRANTED: Yes No eo Cal An ►�� ''jam ��` PROPOSED CONSTRICTION FOR THE R i MATTOON RESIDENCE 90 KEARSARGE ROAD BARNSTABL.E, MA. FOUNDATION PERMIT SET OCTOBER 22, 2012 ' ARCHITET.• ,.4 MOREHOUSE MACDONALD and ASSOCIATES, INC. 3 BOW STREET LEXINGTON, MA. 02420 781-861-9500 GENERAL CONTRACTOR: ti CH NEWTON BUILDERS, INC. 549 MAIN ROAD WEST FALMOUTH, MA 02574 508-508-1353 LANDSCAPE ARCHITECT HORIUCHI / SOLIEN LANDSCAPE ARCHITECTS 200 MAIN STREET/PO BOX 914 FALMOUTH, MA 02451 508-540-5320 INTERIOR DESIGNER: GEOTECHNICAL ENGINEERS&CONSULTANTS: STRUCTURAL ENGINEER: KATHARINE BARNUM WARDLE GANNON ASSOCIATES, INC. ABERJONA ENGINEERING 2 GEORGE STREET 1125 MAIN STREET ONE MT. VERNON STREET PROVIDENCE, RI 02906 HANOVER, MA 02339 WINCHESTER, MA 01890 401-861-6083 781-982-2881 781-729-6188 Va : r a I ' I Morehouse MacDonald&Associates.Inc. 9 ArW-ft 3 s_seeel.le>dnpmM1 W W4M Tald61 - ]a1181d15B-fmt T i f d I I I v I I 7 _ __—_-__."--------------------------- " I meomenvr m. i i , i = I Exercise Room I_ edlaQRoom Pool Bathrpam; i Z. I I ij O Billiards Room s Peta's Office I Basernerd Vestibule Storage ® Ell [KI I. 1 --- -_- -- - — �- .: ._. Undeveloped I _ ! - Storage&Undeveloped _ p _________ .*e j --------- Mechanipl Room r, j § I b I Mart Redaea I Artl:BaNval sm� Engha —m 1aS Is I - l� • i ]P-01R' i 1T81? 2a'd PtGeUNama 1 MATTOON RESIDENCE 90 KEARSAROE ROAD I BARNSTABLE,MA. [POP.E. J PROPOSED BASEMENT FLOOR PLAN PRoJecT NoaTli BASEMENT FLOOR PLAN SCALE:14-1"-D" , ma•m ey car .m na paaepvm pp]a,mt= A-100 _ � pare prima t mou • Morehouse MacDonald S Associates,I- A,d 7acts 3Bow5 L*"!W,MA O1C20 M14S,8 -td r81ffi1�,58•fm nAy,raO¢MlrsemallouN.mm 19-P 1501C` 2D-111/[' 16'.0Im 174 1? 2— �- Exterior Porch 4 ,O-ova• i m-0ve• ----------- N _ Master Bedraom Family ROom o e F O Great Room k Dining Room T Ell 0 6 n6q a p z�, 0 b ! BASEMENT I � BASENENi FLOOR LNAaIE 50 FOOTAGE:2189 SF 16A 1r1 15'631a" ,a-1' -T '6'-T a•-,a,? 11 e.T'._ 23'-i• ,STFLOOR -------. vpa „ U19 FLOOR DECK:I O WTAGE:3S5a SF EXTERIOR DECKS:15G8 SF ' '-� - ---- Bad,Mudrm GARAGE:SS,SF LOT COVERAGE:SORB SF<83%SF .... i. _...... __ .O _ °ry IryRI�;r Master Bedroom Hall 1st Floor Hallway _ _ 2No FLLOOR LNASLE SO FOOTAGE:2SW SF _ _ _ __ .. _ _ _ _.. _ - _ $toraoe -- _ �., GUEST ROOM.89Q SF. a ; ,Q Ell OECKS:1a0SF ' 6uRelmmN,W,apv mummwe Mudroom Hail EX ER OR ._.. ---- ATTIC FLOOR LNASLE SO FOOTAGE 11135F Mary Ann's WIC ® uP .. ...:.. EXTERIOR DECK.162 SF ... .... .. .I -:. 1 Pete's WIC _ ____ _. ..... __.._.._ TOTAL • b O 4 -- ---- Wl - - _ --- 3Car GeroOe HOUSEPROPER LNASLE SO FOOTAGE'1=6 SF 11ue '„ I a� d 1? ' I ta'-r GUEST ROOM:BaaSF a +• -r T$11110 Main Foyer Kitden - TOTAL HOUSE•GUEST ROOM:1.80 SF .❑W�}❑W�{ Front'MNudRr1 u d FAR:,aG90 SF<1z60,sF PO ,t9 TOTAL GARAGE:9316F - - 1 TOTAL—OR,DECKS:13a99F CHI A.—Bath ... a-0• -.' u•-r ! y, 1 i .pm .�.; _ Por Rm Pe[e' thl :� Front Mudroom Terrace ZL Front Eri ry Terrace V I ... _ 81mA OBan RMseO tlN Q .. As - Q A i Q _ ,mreae m^9a A!rli0emvd SMmp Engi—S—P I A A, 16'6• 20-01? 1a-0• 11-010 2a'O -• Prq-Nana H P S-1w Too,rr MATTOON RESIDENCE W KFARSARGE ROAD n BARNSTABLE.MA nr-r =ROED PROJECT NORTH �FIRST �PLAN PROPOSED FIRST FLOOR PLAN _ SCALE:114"=1<-U' Ce Mar GEG,2 aaWlnc"' . ORwh— OCT.=2012 A-101 t I 1 • � Morehane Mal9oneld 6 Absxiatee,Inc. AMtitecb �eor sweet tmmyln wozam ret-0e,-0sm-m Te,db,d,59-� .w.a�mama,�emm.mn 1 I I 2nd Fir Ektedor Deck ----------------------- ------------- __._.______..____________________________ _____ .< Sitina Room bER ,f-T • , ------ Bedroom 2 : I Bedroom 1 O0 6—t Bedroom ... T-0510' Q a Both 1 K ® l 7 _i -_ ; __ •__... 2 Floor Hallway W a m ,- nd Fl _- - �....� I ..... M ENE .. � � •,...a•� I � � � O Guest Beth Seth WIC4 '/ uy I _ .. A Q ® m g 1 VAC.3 O i anee rolelme 1 _--•-'-- -- l Guest Sitting Room Bedroom3 I. sa,rr O Bedroom N � - ® q 6 b ( b K a N Q -------------- -------------- ........................................................ I � Mark Dewlpiipn ReNmO h q . � -_. _._ � r- ArNpad�vel Seems E�ghmrbeerp -- �... 15S 20'-01? 15'S pt]�y�Y 1 I PiWc t Name i MATTOON RESIDENCE i e0 KEARSARGE ROAD BARNSTABLE.MA I l Tilt> [PROPOSED I PROPOSED SECOND FLOOR PLAN PROJECT NORTH SECOND FLOOR PLAN SCALE:1/4"=1"4r m M aw bk. elm ., e,;e,m, o-.t1 a, e5 0 acr.rz.m,: A-102 N �°"= s t Mmeam,se MacDonald&A—dWm.Im A"'to B Saga[l"m IM mQo latae,a5oo.m ,a,�,-0,ss-� --------------- - -- ---- O — V.1 ix T-111? - 6Em -0al6 1T-0t? 8-0,?,••• 64' ' ..--------------------------------- .________ ________ _________ .... 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RGE ROAD •{ �� ..�� t� i ua"ure Ttlb =v^---I�7��•T�� �. � �:s PROPOSED ELEVATIONS / D;;; cape .lob.na Cpronad bT GEG alSM wa+ae aa. occ2zza,z EAST ELEVATION A-201 oam Pasnaa oa.le,zon L e r GENERAL NOTES CONCRETE WORK STRUCTURAL STEEL METAL DECK GENERAL A CODE CONFOPoNANCE • ANCE ALL MATERIALS,WORKMANSHIP AND DETALS SHALL CONFORM TO THE 2009 •COMPLY WITH THE LATEST fEI=q ATONE M THE FO LOWNG STANDARDS A CODE CONFORMANCE A UPLYODE WITHCON LATEST •ACC-'ISPP.CFRCATONS.D THE CE90N FASISAIiW AND ERECTION OF COAPLY WITH LATEST EDITION OF STEEL DECK WSTRVIEB'CODE M STANDARD NIBWAIAM T RESDBNML CODE DAR S I WSSAaR5ER IR STATE RE AE APPLICABLE S(Siff -ACI 3%-9PECFING RE 9 FOR 3I STEEL L CONCRETE FOR BI.M.OPM9 MMrehauSM MacDMllalA&Assotla�9,IRG fDTKN)AND THE FIEF STANDARDS INCLUDED THEREN THAT Afi^c APPLIGTEE •Aa 3C-DETAILING RENTORCTO 61®. fRRC1URAL HTEEL Fofl BIN-GRIN' RLICIKE'. ARltl4t1S TO THIS PRO.ECf. - •Aa W-FORMWORK •AM-Dl-0 STRUCTURAL WELDING SPECIFICATIONS. fl MATERIALS 5 Bw Street L..A.,MA D2cnI -ACI 30-GA.DNO CODE REOtwEAENR9 FOR STRUCTURAL CONCRETE Ta1�S1S500-M • THE CONTRACTOR SHALL FAABIAR�HIMSELF F WITH THE CONTRACT •Aa 30 CHAPTER 22-BUILDING CODE FEgE6,EMTS FOR STRUCTURAL PLAN •ABC STEEL CONSTRUCTION MANUAL-BiM EDTCN. 701�1-0158•METAL POOH FORM I I V2'RESP X 20 RAGE OALVAN®C(1NF(OI.fMG TO PROJECT ANY ECTDISCREPANCIESFOREPR PALL BE BROUGHT E THE ATTENTION OF THE CONCfEIE PROJECT ARCHITECT BEFORE RROCEED:NO WITH THE AFFECT®WORM ANY ASTM-A853-MNAMNM YIELD 9RE993O100 P$ . •ACC-CODE OF STANDARD PRACTICE FOR HIES.BUILDINGS AND BRIDGES www.naMauYemoNdial6ain ' VARIATIONS OR HE DRAW I DRAWINGS GR E MADE O OR DETAILS H PRIOR FROM THOSE fl MAIEMIA (ABC 3Ki-0.5). C.EXECUTION INDICATED ON THE CRAW'IKa'S MAY BE MADE ONLY WITH PPoOR APPROVAL OF THE PROJECT ARCHITECT. CONpEIE APPROVED READY MIXED CONCRETE HAVING AN9M1M ULTIMATE IlMATERIALS FLORA DECK-FASTEN DECK TO SPPORi3 WITH S/B KOCLE WELDS•12' ABERJONA ENGINEERING INC. COMPRESSIVE STRENGTH OF 4000 PSI AT 26 DAYS ALL CONCRETE SHALL BE NORMAL. O.0 SPACE WELDS T•EDGE OF DEC(AND END LAPS FASTEN SIDE LAPS BY •SHOP DRAWNGS FOR REffOgd.9 STEEL UKLURXKi ALL ACCESSORIES) WEIGHT.SLUMP 3-5 NOES •STRUCTURAL WIDE FLANGE SHAPES-ASTM ASB2-SD. AND STTNCTXML STEEL SHALL W$.FAffTED M THE ARaNECT AID A SnA WELDING,OR WITH SELF TAPPING SCREWS•W O.C.MAXABM MINIMUM END NAP 2'. APPROVAL RBVED BEFORE FABR E.CATDN CAN PROCEED •RE FORCNO DEFORMED BARS ASAP A615 GRADE SO EXCEPT TES AND •CTFER STRUCTURAL SHAPES,RA M ASSTES-ASTM (TQMMPS MAY BE GRADE 40.WEIDE WIE FABRIC ASTIR AOS •� •NO MAN FRAMING WITHOUT NG APPROVAL(JII MEMBERS ARE IT BE MODIFIED.MODIFIED.,ALTERED M D.SI1BI&TALE •T�COLUTB-ASAP A50D-GRADE B-FT-/8 K$ CUT T APPROVAL OF aF THE THE PROTECT ARCHITECT •FORMWORK D SMOOTH PLYWOOD FORMS FOR EEVS�SLABS OR SURFACES. FASTS COMPLETE GOP DRAWINGS PR -METAL ROOT MID ROOF APPROVAL BEFORE INCLUDING $PEACES BOARD FOTM19 FOR FOOITO.4 ON UNEXPOSED CONpEIE 6lFFACES •BOLTS CHOR RODS S ASAP MI FABTEBO fEOTWpETAB TO RWO.EOt'ARCHITECT FOR APPRWAL 860FlE NM •FOR ICAL LOCATION AMC) OOR+ROOF OPBBHQ9,SEE ARCHITECTURAL. NO EARTH FORMS PEAR®. ANCHOR RODS ASAP F CH0 K$ MECHANICAL ELECIRGi N SHOP DRAWINGS, H/IS ASTM A5�may,{lea FABRICATION M RUax •SW IKAGE CONTROL FIBERS(FBEA¢9)-SSRALL N CO CREM MX PER WASHERS ASM FQ& •THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL JOB SAFETY DURING MANUFACTURERS SPECRCATON& CONSTRUCTION INMUDING BUT NOT LIMITED TO SHEETNO SHORPD AND GUYING. •WELDING ELECTRODES E]OXX SERIES 4 ST UCTURiER BARRENS AND SDVAGE •CLOUT.NON-METALLIC NON%/iJG TYPE DOER BASE PLATES ON REARM STRUCTURAL LUMBER FLAiT$ •PAINT APPAL/ PRIMER-2 M11.8 TICK •ALL STRUCTURAL DRAWINGS SHALL BE USE N ODNAOCTON WITH THE A CODE CONFORMANCE ARCHITECTURAL MECHAHCAL ELECTRICAL AND SHOP DRAWINGS AND C EXECUTION C EKECUfON SPECFlCATONS. - •AME ICAN FOREST ARID PAPER ASBOCIATON TATIDNAL DESIGN SPEC6RCAnoH FOR •CONaBTE,PLACE CONCRETE BY APPROVED METHODS OF ACI 3(M. •FABRICATION SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY WIE-CM WOOD CONSMUCTIOM. •UNLESS OTIERNISE INDICATED,DETALS SHOWN ON ANY DRAWING ARE TO PROVIDE ALL SEAM STIFFENERS.COWUH CAPS AND BASES.HOLES AND CONDRRONS. - •RBFORCNG-RACE REFORCFO!PING STANDARD BAR SLPPOiiTB TO CGNNBCROW MEW SHOP DRAWINGS FOR STEBL MEMBERS MEMBE PPEPARiED FROM •AAERN N CASTME OF T/EEi COSTR ON UCI 'STANDARD FOR H VY TAISER PROVDE PROPER CLEARANCE AND PREVENT OBPLACENENT D.M O CONCRETE FED DN@NSIONB,FOR APPROVAL BEFORE PROCEEDING WITH FAFBOATKNt • COBIRUCTKXR-ARC 118•I3 T (H TO SiAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NS COIRUCTON OPERATONN&LAP OCNTNUOUS BARS 40 DANETEB -HE I MEMO.METHODS.CO-OR[XN ON OF On TRADES AND TECFNdF9 TO- •EFECIDN PROVIDE ANCHOR BOLTS LEVELNO RATES AND ALL NECESSARY .AME ICAN SOFTWOOD LILMBER STANOAIID PS m PRODUCE A SOW AND QUALITY BVIDI.O ALL DIMENSICNB,BLEVATONS AND MNMUY CONX]ETE COVER HARDWARE TO ERECT THE STEEL.RUB,LEVEL.AND SQUARE.PROVIDE CONpTIdS MUST BE VSBiED BY THE GENERAL CONTRACTOR OR RESPOBBLE TEMPORARY MACRO UTL FLOORS OR WALLS ARE N PLACE •US DEPARTMENT OF COMMERCE-P5 FOR SOFTWOOD PLYWOOD, TRADES PRIOR TO PRODUCTION GR SHOP DRAWIOS AND/OR COtadENSMENT OF THE -CONCRETE RACED AGANST EARTH-3 N WORK. - -FORM.®CONCRETE EXPOSED TO EARTH WEATHER OR WATER-I V2 IN, •CONTRACTOR SMALL FEUD TOUCH UP ALL ABRASIONS,BURNS AND WM70-M •ANERICAN WOOD PROTECTION ASSOCIATION-BOOK OF STANDARDS. 2 N FOR IS BAR OR LARGER - DEFECTS N PANT OF THE 9TROTRAL STEEL JOB19 AND METAL DEd -SLAB ON GRADE-I N FROM TOP. S.MATERIALS D.OUAUTY ASSURANCE DESIGN LOADS •FO AVOK-PROPERLY BRACE AND SHOE FORAVOK TO MAINTAIN AlXVOENT •SOLD LUMBER(M MAXMIM MOISTURE CONTENT AND TOLERANCES N ACCORDANCE WITH ACI 34]. • PFKNDE SERVICE OF LICENSED IN DEPENDENT TESII G LAB FOR THE THE BUILDING STRICTUREHAS BEEN DESIGNED FOR THE FOLLOWING LOADS N FOLLOYANO -ENDS-2X4,ZXM SPRUCE ME FTL STUD GRADE ACCORDANCE WITH THE 2W9 NTER44TONAL RESIDENTIAL,CODE WITH THE •REINFORCING BASS SHALL BE PLACED N ACCORDANCE WTH THE LATEST -NSPBCRON OF BOLT NSTALLARON AND TENSION. -MEMBERS MASSACHUSETM STATE AMMENOAIHJTS UTH EMON)AND ASGE 7-0 EDITON OF THE CB$'RECOMMENDED PRACTCE FOR PLACNO REINFORCING -VENAL NSP[CTION OF FILLET WELDS UM Ica OTERWCE DESO E VAT . •SPRUCE ME FIR NO.2-2 INCHES TUCK AND WIDER BARB'. -UTUBOC TESTS OF ALL BUTTEL WDS -BASE CESKON VALUES-Fb•S]5 FBI(MM REPETITIVE).F,•05 PS, -41SVAL Il�ECTON CF BM JOCIS EMOO M •ALL RUTS AN TYRE ME-M CENTER, I TO ASAP A105.LAP TWO�IIAFE6 AT NBPEG.-TION SENCEB MAT OCCUR N SHOP OR F®-D AS fEOA✓ED. SNOW LOAB GROUND SCOW TOAD P9M1TS PSF OBC 200N ALL JONB AND TB AT 3'b'ON!CENTER - -BOLD M NO IMPORTANCE FACTOR HO - ALL TESTING A OF TH ED WTI11 9TTUCTISTA EEL SHALL BE N H EDITOR •HEM FR PSI. E EXPOIAREPA FACTOR C•LI •PROVIDE TWO I5 BATHS EACH SIDE OF ALL OPEMGFO SI WALLS AND BLABS WITH CHAPTER A OF THE MASSACHLCETTS HORNET SLIMMING CODE BTH EDITION -Fc•85O P$E•14W K61. TDU FACTOR CaO.9 BAE9 TO EXIEAR 2HI BEYOO EDGE OF MECHANICAL AND LEC SCE AND LOCATION OF FLAT IOW LOAD PMO.]•Ce•aN•T� OPEWM.S,SEE ARCHITECTURAL,MECR/U4CAL AND EIECTROAL DRAWIKBL THE PflOCON. OF SPECIAL INSPECTIONS SHALL BE$®ATV®WIIH?F1E PERMIT •LAMINATED PSL SEAMS -SOUTHERN ME 24FV3-APPEARANCE MADE, SLOPED 2426 PIE - APRUCATKIN Fb-2400 P$Fw2D0 PSI,EL800.000 P$ SLOPED POOP SOW LOAD Fb-Ce•R • NOT SHOWN ON ORAYrt169 SHALL BE N AOCOTRDAICE WORN TFE Ap Pe•224 PSF DETALINGTALA'G MANUAL Ad M. THE COSTS M ALL PgS TEBT9 AND ISPCSION9 SM/J-L BE BOiP-E BY THE •PLYWOOD 'h'EH I JOBI9-PREFAB AN WOOD JOBt9 WITH STRUCTURAL MADE Df�IWG AND SLJDWO SNOW N0.lDE WHERE APPLICABLE DINNER - PLYWOOD RATED LUMBERHUCRRRAL WATERPROOF MO FLANGES OF TICRO�IAM OR MACHINE . - 0.WARTY CONRROI - STRESS RATED LUMBER lIfL12NG WATEPo'flCM GLUE FLOOR LIVE LOAD •CONTRACTOR SHALL MAKE PRCVEJI TO HAVE FOUR CYLINDERS CAST FOR •L.AMONAMD VENEER LUMBER BEAMS-(LINE LAMINATED VENEER LUMBER OF EACH 50 CUBIC YARDS OF CONE POURED M FOR ANY ONE DAYS OPERATION SOUTHERN PPE AS MAWFACILXED BY OF BCSE IDAHO M •EXERCISE AREAS :_PSF PSF APPROVED EQUAL FY•285 PS,Ftr2MOD P$E•t900,0I0 PS.•LNNG AEAS -4)PSF •TESTNG LABORATORY SHALL BE RESPONSIBLE FOR MAKNC AND CUED •SLEEPING AREAS -30 PSF SPECIMENS N C SPECMSB N •PARALLEL STRAND LUMBER POSTS-GLUE LAMINATED LVlVISEi STRANDS OF •ATTIC AREAS -2GI PSF ACCORDANCE WITH ASTM C39. SOUTHERN FINE AS MANUFACTURED BY WEYENABSEH OF fO6E,DAHO M HABITABLE ATTIC AREAS DECKS W PSF PSF ALL TESTI G ASSOCIATE WITH CONCRETE SMALL SE W ACCORDANCE WITH APPROVE EQUAL F<(Perp)2`W P$Fb2400 M E•t8[D,000 M. CHAPTER p a TE MASSA�STATE BULCIO CODE MM EDITION •BOLTS NUTS+WASHERS-ASTM-A307. RIND BASIC NOD 8P®(RIFE 6ECOND(GUST W1D I�H RIND MPCTTANCE FACTafH MIO THE PROGRAM aF 9PfpAL NSPECIONS SHALL BE SIIBIWTT®WITH 1}E PHAOT •NAIL8-VAN- NA"A WIRE EXCEPT BARBED NAILS AT PLYWOOD SHEATHING. WIID EMVST4E CAiLCOflY£XPoSU.RE CATEGORY C APPLICATION OALVANIIED NA"AT EXPOSED FRMBJG THE COSTS O:ALL FIBER TESTS AND NSPECTON9 SHALL BE BORE BY THE •METAL CONNECTORS-APPROVED TEAS OF PROPER TYPE+GAUGE AS SHOWN ON I OWNER - - DRAWINGS-GALVANIZED.UNLESS OTHERWISE NOTED •ALL CONNECTORS AND FASTERS N CONTACT WTTH PFES.SIRE TREAT®WOOD FOUNDATIONS $VJ-L BEF£VW DUtt Q4LVAN®. •EXCAVATE TO LI E9 AND GRADES REQUIRED TOPROPERLY INSTALL ME •PLYWOOD-APR RATED SHEATHING WITH EXTERIOR CLUE FOUNDATKOS ON UNQ'ABIURB(D SON-M CONTROLLED STRUCTURAL BACKFLL -SLOPED ROOF 5/6' TRUCK EXPOSURE t 4 M SPAN RATING APPROVED BY THE PROECT ARda1ECT. REMOVE ALL SILTY.TOPSGL OR -FLAT HOOF 3/4' THICK EXPOSURE 1 401M SPAN RATIO OSJECnONMI.E MATERAL FROM UNDER SLABS ON GRADE ALL EXCAVATOND -WALLS ll2 T-0IX EI(FO$IE L 32/C SPAN RATIO SHALL BE OflY BEFORE iLACBAG ANY CONE -$IBFLCO6 3/4 THCK TONGUE+GROOVE; •EXTERIOR WALL FOOTINGS ARE TO BE RACE M APPROVE SOL AT A STRUCTURAL t 4M/24 SPAN RATING I MWL M DEPTH OF 4 FT.BELOW THE LOWEST ADJACENT GROUND SURFACE •PRESSURE TREATED WCOD AT ALL EXPOSED FRAJANO WITH APPROVED CLEAR EXPOSED TO FR1 EMO ANY AfMBTMENT OF E-EVATXOS OF FOOTINGS DUE TO .. WATER SOME PRESS VATVE ALL MEMBERS S TO BE STAMPED BY APPROPRIATE '. FELD CONDRONS MUST HAVE THE EXPRESSED APPROVAL OF THE PROJECT AGENCY. ARCHITECT ESUAATE ELEVATOR OF BOTTOM INDICATE THUS IV-0 j •SOL REARING CAPACITY-NATURAL UNDU UBED SOL OR CONTROLLED C.EXECUTION STRUCTURAL BACKRL HAVING AN ALLOWABLE REARING PRESSURE OF 2000 •ALL WOOD MEMBERS TO IE NALED N ACCORDANCE WITH PHTHNAIONAL POURS PER SO FT. RESIDENTIAL CONE TABLE RM22M •BACKFMl THE EXCAVATION WITH APPROVE GRANULAR MATERIAL RACE N S •.PLYWOOD ROOF SHEATHING AND SLBFLOORS SMALL BE HALED AT E O.C.AT ALL N LAYERS AND COMPACTED TO SI6X DENSITY AT OPTMM MOISTURE CONTENT. JOINTS AND EDGES+ID•O.C.AT O SUPPORTS.'PLYWOOD SUB-FLOOR SHALL AS DEFINED BY ASTM M551,METHOD D AFTER ETTOM OF EXCAVATON HAS SEEN SE GLUE TO JOIST.BEFORE NAMING WITH APPROVED ADHESIVE. APPROVED BY THE PROJECT APaNECT. •PLYWWD WALL SHEATMO AT SHEAR WALLS B STENNAVE ALL WITH EIXE9 BACKFLLLNNG AGAINST FOUOATON WALLS TO BE DONE ONLY AFTER WALLS ARENAILS BRACED TO PREVENT MOVEMBtff. SUPPORTEDQA TO PROVIDE EDGESLCCKEDA OUND ALL4 FASTENING TO BE WITH SO BOARD AT 4'O.0 AT ALL PANEL EONS AROUND ALL OPENNHQ9 AND AT ALL VOA BOARD WHERE NEW FOUNDATONS ARE BOLT W THE SAME LOCATION AS REMOVED PANE-EDGES UNLESS OTHERWCE NOTE.FASTENER SPACING TO BE AT W O.C.IN EXISUNG FOUDATIOPa THEY SHALL BEM ON UNDISTURBED 6011-AT OR BELOW THE FED OF EACH PANEL REFER TO SHEAR WALL SECTKNS AND DETAILS AS TE ELEVATION OF TE E%ISTNG FQIDAMNS. REGLIRED FOR NAMIG OTIBI THAN ABOVE •PFOVD I KM YATH MANUFACTURERS fECOUA30ATONB, i •PLYWOOD WEB I.J ISTS-INSTALL IN ACCORDANCE WITH PLANS,PROMMKI ALL CUTS.BLOCKING PERMANENT AND TEAPMARY BRACNG AND BT?D(iNG HTAI =ATwzwT. FASTEN WITH APPROVE NAILSM CLIPS. 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AT INTERIOR COLUMN DETAL METAL try . NBIM COfAdT TYPICAL SLAB DETAILS oemP +o-i41z S-MOO " I r 1 i T-a ST 01- 23' FOUADATON NOTES • I I t SEE SHEET S-000 FOR GENERAL NOTES AND TYPICAL DUALS. Morehouse MacDonald&ASaoclatm Inc. H554xaxU4 163ax4xU4 I 2.CJ. DENOTES CONTROL JOINT.SEE�S-000 FOR DU 3 Soho S 1 910^.MA 02420 310'-0'I DMOTEFB•B9�If DOOR SLAB E9 AATIM). Ta1E6145OO-WI / - ------ ------ - - _ BOTTOM OF EXiCfIIOR FOOTPIO B AnGN TO I 1 3 Ta141611t156-tax HSS4x4x5/I6 -,1 -_ - - _- _ H,SS4x4x5/IB BE 4'-0'NS•L BELOW FWIBH GRADE(fYPICAU ,. ���mo�y4. 4.ALL DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION WALL OR TO CBJTEALBE OF ORD. Vz•I R'6iFY ALL D(NB510N5 Hurn TO COFSfRUCiaN) ABERJONA ENGINEERING INC. q'CONC.WALL - Y'-0'x 12'FOOTWG Hssnxaxs/1s \ j / /0 1 e�Vz•I ___- Oplstda Shows __ I W-1 Vri\\ \\\\ Hssaxaz5/1s - FOOTING SCHEDULE I a'lU2'1 �.' -�// i - _ - �\ I5-I V2'1 1-4 4'-0•x W' .12 44580T.FA WAY ' C H554x4xU4 r- - - 1-5 5-0'x 5-0'x 12' 545 60T.EA WAY 1-6 6-0'x 6'0-x Q. 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Ila-s vz•I i Ifs-s Vz•I. ttY CONC.WALL I 165fizfid/2- O 1656x6x5/8 F6SBx66/B I 10'GY)NC.Wni i 1a CONC.WALL ] 4-O'x C FOOTING - 2'-6'x V,FOOTWG 4'-0'x tY FOOIiNO .. 10'CONC WALL r 1tosi/z•i T— —; I I _ Z-O'x2'Fo G I I I I I I I I cJ. L -J 4'CONCBEfE SLAB D I -L--- ---MIA: J' J f-- -- --i - ----- -1 . I U � TYPALLCORNER9. I I 1 F2 m I1a svz•1 m 4 sF. L --- --- J S! 4 I v-5 f/2'I . 3'-0' 3'-0' 3'-0,. 3'-0' 110'-5 Uz'1 _ •1. t. ^¢ 11a-5 U2"1 IVY 1/2'I . . 10' WALL - G-xlz'FooTWG I I - FI16-f U2.1 la CONC.WALL D,_v un_S• 29 Oz'' Is-6• 1 3 ,r 2'-0'x 12'FOOTWO . X-O2• 1T_pl• - - 24'-0' FOUNDATION AND BASEMENT FLOOR PLAN 0'■ 2—' 4' 6. ■_ - - Mark N,cdptlan Ra4seE ' � ArWt4ctural Slamp En9lnear Simnp -I1 Name y MATTOON RESIDENCE 90 KEARSARGE ROAD - . - BARNSTABLE,MA. PROPOSED FOUNDATION AND _ N BAS PLAN EME FLOOR PROJECT NORTH - NT D-by lob.m. ._ D�q OmwN9 na' D..Inlul 10.19�12 S-100 NDa�adn1� . l t GARAGE VT PLYWOOD— 2x6•W O.O.SAW. S9.W.ABOVE V2'PLYWOOD 916•I6'O.C.SBW. SEE PLAN FOR LOCATIONS 2.6MB O.C.SBW. 1/2'PLYWOOD 2x6 SHOE F�1 FLU L90 CLIP EACH�E 2.6 910E FVOSH FLOOR FPA9H FLDo, 2.6 SHOE 914'PLYWOOD HANGER(TYPO 3/4•PLYWOOD 31W PLYWOOD 3/P PLYWOOD NIw he MacDmaltl-k Amdelee.Irm a 0-street L-fttM MA O2 __—____ TO.PLAN O0FR _ _ 7ak86H�O W 6!£PLAN _ 1 V4 LSL f@.1 J06T 2.6.16.O.G SB.W. 7 86T�BL58-w I RIN P.W.J. �A LSL 87/FY P.W.J. P.W.J. P.W.L P.W.J. 1/2'PLYWOOD VT PflEAIOLDED VT PRBWLLED r atn.rivd�a.+e�c4vuMcan JONf FLLSR EA�E JOINT FILLER EA SDE ' GRADE VARIR.9 GRADE VARE9 9 13LOCKNO.37 O.C. (BBY 0T}WE W 4'CONC.SLAB 2-.TOP 4'COW,SLAB 11 I AB6RJONA ENGPI�BNC 6JC. ' P.T.2-2.6 BILL _ FIRST 2 BAYS W/FIBERNIESH W/FISH FINISH ON SILL SEAL SOLD BLOCKING P.T.2 2. Sll =1I H W/5/B4 x)P AS I^ I P.T.2-2ae SILL BETWEEN JOISTS ON SILL SEAL T.O.SLAB FPBSH �T.�O.9�AB GRADE VAfiD3— — m .32.O.C. - ON SLL SEAL WI 5/8'/x M'AB. 'r a�^�^ ORAGE VAI�9 SY EE pLAN WI SM.W'AS ON SL x6 fill — — b I ' •32'O.C. ON SLL SEAL �16 S!' vb �$ � ro ardF' �• •37 O. W/516'I.M'A8 III O .3T O.C. r SEE SECTION F, VAPOfi BAfBiEi P.T.2-2x6 SILL— •��• VAPOR BAMHi 2 — 8 q riw.u� a.18'VERT. III FOR ADDITIONAL _ •_1 SEE ARCH DWGS ON Sal SEPL SEE ARCH DWG'S o.>ffia OUf9DE FACE NF(10.VATIOR R W/5/8'1 x M•A8 �COyAI�T® .exa II !4.17 HORQ. !6•Q')KVR. �°��AF� J •32'O.C. GRA a AI c�TED eaaau III) EACH FACE I EACH FACE EACH FACE (iTPJ 2.4 KEY CcMUD2 (TYPO 2.4 KEY I ro'J Z 2-B5 BOTTOM 2i6 BOT. SECTION F-2 -,vT IIII b SPACE WALL 11/2' t1/2*CLE — OURNO CLEAR 3/4'•T-0' - EACH FACE BACKFILL EACH FACE N•1T ACE OUTSIDE FA NSDE FACE (MSDE FACE b' WATER-PROORNIG 15•@'VHRf. W/PROTECTION N9OE FACE W.,B•VE RT. BOARD SEE EACH FACE "2' T Kl ARCH.DWOS ff CLEAR T 15•12'VHIT. § !4• Vf3RT. Q 10' TDOWELS 2•,O• DOWELS J" 2'-0• III�II NSDE FACE J� EACH FACE T-0. I O'WB.S� tit'PIREMOLDED B2'PREMIXDEIJ DOWELS II SECTION F-5 SECTION I` CVI8DE FACE — 11JON' FLLER JOINT F01ER EA SIDE L — 9 INSIDE FACE 3/4'•T-0' 3/4'•P-0' T-0' W CONC.SLAB P CONC.SLAB 4'CONC.SLAB T-0' . 4-05 W/FAH W/FIBEflKIcSH W/F@EAwO=SH 111, DOWELSITTSDE FACET-0'' I BOTTOM CONC.SLAB T.O.SLAB W/FISH — I $ns6oERu+ HillCO✓x K m� 8.A d• A R5 $ 16 4 A A A ,A — 445 L i Fro.m &K J6 a6 Tn b K � m BOTTOM 9 •L � �•. 4 �-I� )� �� — VAPOR BARME R VAPOR BARREi hB O.FOOTNO Sff ARCH DWG'S I. B.O.POD SEE ARCH DWG'S jh B.O.PLANNC E 'F SEE a•CLEARCOKIPACRED I =_ 6E PLAN 6'COMPACTED CLEAR TYPICAL �S ��FILL #4-,W (TRAVEL FRLL TYPICAL Y4•46' - H59 COLUMN ' — T-T 10" T-7' 3-l5 - MPJ TIES 2'CLFAfl _ I . TYPICAL -4'-0' BOTTOM b' 4 8• >0' 2,CLJ=AR.. T-7' 10' _T-T COAT COLUMM BASE PLATE TYPK;AL _ 4'-0' WRH ASPHALT MASTK: SECTION F-, SECTION F3 SECTION BELOW SLAB 3/4'•T-0' - 3/4'•T- 31 r•T- R( tl I tl 3'CLEAR III=I III= I I-" SEE PLAN TYPICAL EO. EO.7 TYPICAL EEE R'LAN SECTION F 7 i I i Mark DescApllon - -Ra4.e0 Ardtlte w ShmP Sn&—SWW P,q.,Nmre MATTOON RESIDENCE 90 KEAASARGE ROAD j •. BARNSTABLE,MA FOUt•IDAT10N SECTIONS Gam by T- GTxke4 by. G.Wv Date bwetl W-12 S_200 Dele Ixhtatl. - N TT�ST HOLE ELEVATIONS ARE BASED ON N.G.V.D, NOTE: ALL STRUCTURES SET MORE THAN F.F. ELEV. - 25.0 ROAD 100 YEAR FLOOD ELEVATION = 12.0 FOUR FEET DEEP OR SUBJECT TO BEACH = SE:PTEMBER 27,1993 24.0 CRAA �L�E -< VEHICLE TRAFFIC SHALL BE rFOUNDATION n z BAXTER & NYE INC. DESIGNED TO H-20 CAPACITY. COVERS LOCATED TO WITHIN z a o ? #P8120 12" OF F.G. �z 70 m� ELEV. 12.5' , 0 0 . LOAM & SUB SOIL , �9ti -2 SCHEDULE 40 P.V.C.PIPE INV. = 11.8 F.G. 14'f F.G.= 16't LOWS PERFORATED PVC EFFLUENT DISTRIBUTION LINES INV. = 11.2 INV. = 11.4 INV. = 11.6 \ � INV. =9.0 r' F.G.= 3'f ` `r0 = DIST. DIST. INV. = INV. = 14.4 G��o w. MEDIUM-' TOP TOP ELEV.9.5 5�J0 GAL. Box Box SI-P'nC TANK jj'`4a0444 44a, 4444 a4 44 4 a44 1 12.2 2" PEASTONE /444444ia ° A 4 4ea DB-3 INV. _ 12. SAND DOUBLE WASHED 44gg444a"< ` a444 44`44<< 18 EL `6 STONE BASE 8.0 LOCUS MAP 3/4" TO 1 1/2",,-' DB-9 DOUBLE WASHED STONE SCALE 1 0 25,000 INFILTRATORS ASSESSORS PROFILE MAP 225 PARCEL 20 NO SCALE ZONE A.P. RESIDENCE F-1 12 NO WATER EL. 0.5 / MINIMUMS EL. = 0.5 AREA = 43,560 S.F. V,� FRONTAGE = 20' WIDTH = 12 5' FRONT SETBACK = 30' � --k-zQ a BENCHMARK TOP OF C.B. ELEV. 25.14' p SIDE SETBACKS _ 15; a ccl�BNpH. F�;o F REAR SETBACK 15 a x27,7 e° 70,)g R q s °k N° M BUILDING HEIGHT = 30' x -� -a- ' 4qqc FREN (OR 2.5 STORIES IF LESS) 21.9 x�A � \ S F E 337 cy 20.7 ,o �\ 29 76 FLOOD INSURANCE RATE MAP . COMMUNITY PANEL 2500010008D a U OCb JULY 2,1992 O ?\ 29.7 C' ,3, a y �' \ 2a 9. 30.8 s . 17.9 DESIGN DATA '�V •�Z �6 � A 20 x � • �15•°°' 30 E GG LEACHx 1S.2ST x� �„0 � �' 6� .8. N D.H. 50 C.B. NO D.H. SINGLE FAMILY- 5 BEDROOMS Sr CHAMBER• ��F 7`SS �q`°, OA \ �00, ,� FND. NO GARBAGE GRINDER DAILY FLOW = 110 X 5= 550 G.P.D. ;� �o --14 $WK 2.5 N / 0 COh pi.A1N � qT0 �� SEPTIC TANK = 550 X 150% = 825 G.P.D. '' N 0� - - 'O ti �ti\ x USE 12. -_-_ - _ = 12.4 - -9�D 1500 GAL. Z -1?0 _ _ _ _ 0- 1 .1� -- - - - - - 1 .0 O INFILTRATOR USE HIGH CAPACITY , ►' `ti' _____- _-_- 1 USE 18 (3'X 6') CHAMBERS -___ _ _ � _ o� USE A 12' X 56' WASHED STONE FIELD AS SHOWN _ 550 G.P.D./.75 = 734 S.F. OF BOTTOM AREA IS REQUIRED 4.6 USE 12'X 56' (12+1)X(56+1) = 741 S.F. AREA PROVIDED fi - -- - _ m 1 ��. PFRCOL_ATI')I`J o .,TE: - - - n�1 ! 1 INCH IN 2 MINUTES OR LESS. x 9.4 - ST,q�= 0 FINISHED GRADE 2Q �� 2 - ?,O _ o �O�Q" Z PEASTONE ;a44 a4 ..f 4•a4 •.4aa4aA�• •4< + C.B. FN F yN / _ 1x' V�� a w w 44a4�a44a4 4a a44a.4:4�a4, / Q 3/4 TO 1 1/2 444144;•.:• '�:•.:•:`' 18w 1 / >y '�/j / 4 � WASHED STONE ,• a••• 4�• •4,'4< 13. FN / ► 'p Q M 8 cbt` a. INFILTRATOR SEC_ i0 1 7.2 . NO SCALE S�j000. D2 56$ ! ��O C.B. �tK I D3 / D10 PARCEL .L7 d/ 2 54 i Q� � ^�. '`• R� s. ' ' &62,159 sq.ft. upland s.# 17.15 j p C.B. FN O 9 D11 21 505 s .ft.wetland 90. / r / 9 ;. Q.. o ^� 1.46 acres total •�. 1 E-3- O C.B. FND. a �p / / / �6 .,:.,; ❖,,;; :;;,:; ::.:, / / 9 �O C� � 5.3 5 p"W 9.0 v� 6.7 51 D5 a S�3. 2-1 pg' C.B FND. C.B. NO D.H. D7 PATER e o boo / / FND. OFF O.g'j' 2�#LL1VAN �` / / / a p S H No. 29733 INFILTRATOR PLAN \ ea / ,o°• D6 i I NO SCALE FOR PROPERTY LINE DIMENSIONS SEE 6 B PLAN OF RECORD. RECORDED AT D. BARNSTABLE COUNTY REGISTRY OF 1. �9�y �'/ C.B. OFF o CERTIFIED PLOT PLAN DEEDS AT PLAN BOOK 159 PAGE 123. IN 6.2 (WEST HYANMSPORT) BAR N STAB LE MASS. . ° 8;4 Q� O° \ WILLIAM Do PANE O \ \ SCALE: 1" = 30' DATE: MARCH 22,1995 �► 1. 6-16-35 DELETE STONE RETAINING WALL JRE REV.: APRIL 18,1995 REV.: MAY 30,1995 PLAN REVISED: JUNE 16, 1995 REVISE GRADING 1.6 BAXTER & NYE INC, REM POOL FM COASTAL 13ANK GRAPHIC SCALE REGISTERED LAND SURVEYORS REVISE WORK LIMIT 0 30 60 CIVIL ENGINEERS N0. DATE RECONFIG SEPTIC DIST LINES BY ❑STERVILLE, MASS, j #95042-28 /V j2 NCE §OpK �p a /c / ` � ' �� -� � •'3, ' - r• ��- - - � �,.�,� .. Q - -, BARTER NYE j' 1-v FA_��.,,,7riT J �\ �2,1 W 65 pAGe w r• • Y •'��+'•:..:r ',� ;::• �+ I `�: .`. • 00. 47 ' �^ _ ENGINEERING & '60. ~� ` N BENCHMARK AT �' MAG SET40 1 3.7 � Q EL = 27.19' SURVEYING NGVD29 -r r �' %% f � 1 r:Y' o _n r ' --- 6. \ AM 225 Pd 021 r�ti ,f"�:vr> ; , . _-' - `�" Registered Professional Engineers x,28.0 UWAN C. WOO, REALTY TRUST / > •e; • �, tii LOT A '_:`' r ` ` `t" �r - ,��►�� � , '�. • : I� , � _�' , :;i; and Land Surveyors UNRECORDED PLAN '1r r r'+ `�� f �� .t• �'r ..l ,,s I '"IL f �' �. , . :•. `? 4• ' /FND PARTIALLY SHOWN: PLAN BOOK 159 PAGE 123 K•� �• x "f .• _ RMOCAT ELECTRIC SMVICE • :,,' �"y'��;Y 7 :�' "' ; _ 78 North Street - 3rd Floor U _ _ 80 KEARSARGE AVENUE _ ,\ __-- - 1 ,��, cE \ - - , �, y} :„•�: ;� . , Hyannis, Massachusetts 02601AWN L r. WATER '/ \`,\ x 28.5 / -, -^--yk.�_: � • '. . •' .. � �T ` �sf✓.,cam., i ; Phone - (508) 771-7502 \ SHUT WALL AS r' ' INSTALL RAILING AT TOP of / =•.: r ' •' - . .;� + ,. •.,'� •�-!� ;.r , PER CODE ( ) ..,w,+, , �� _ Fax - (508) 771-7622 REaurRm ' .• -ti www.baxter-ny�e.com �&0 GALLON SEPTIC TAW �; n� � J � c. ` '•}�- UN -C?" `Z`,�. � J' Hof ' 4 _ �6 \�� �_.' •'I ,.;' �.-, S T A M P STAMP GAS SHUT OFF >:$ ` �,' X O • � „I: �S 12' X 64 SAS (7 6EDROON$) l \\ , 29.3 K BR ILLS _!'�dAtLt?R \� firs '• a��F�"Ns P�� OF Njgs ZONE _ _' _ i .;cr � 100 BUFFER . _- ---y 1 _ INSPECTIdN PORT / „ , f ^.. . o PdATTHEw yG r 9� r :-•----• • W. cn SHANE M. Gn STATE COASTAL BANK - _� 1 5' OVERDID - _ ••• • + � N •• o y �' �C{`�'.' \\ / .--�w�- �f �_ � • •i �^�• • r ..'�• o EDDY `�i�► � m SEE W S P-1 !fi r "M1�M4t r •-� • •� • •� - �i^__. CIVIL [n `y BRE�dNER / - --- sF - 22. 28.9 ,• �'\�, 917 , . �•- ., �f ,o No 43183 i� � � 0 CB/FND I ONA AL✓AAA - o o _ LOCUS MAP _ 001�2 10.7 - `\ \ LE. 000 \ / OW IAIIt111�1 AT \ N \� \ ' w4ALL CONSULTANT ss TOP REQUIRED4PER' _ .- • �qo 0o s _ �1 �61, �'? / GENERAL NOTES . T!� _ \\\ 1 ~ l �'-� ` \ ARH 0 ` fi �� vo` 1 1�� ) THE INTENT OF THIS IS SHOW PROPOSED WORK AT LOCUS rs = , 1. PLAN I D.E.P. File #SE 3.5026 �� �� • � �20.5- m ,� -��'� �`�� - , _ - � �,:, � � 1 4.. . 2 f/, - w .: 6 0 3 ;, ` \ 2.) LOCUS AREA S COMPRISED OF: Order of Conditions Expires: 9/5/2015 ek, / HEl7GES O a r' \ \ AM 225 - Pd 027-001 CONSULTANT ,.� rt f `�: �°' w r l \ T R. WALKER & T. WALKER ' �, d'6 8B / ASSESSORS MAP 225 PARCEL 020 CONSERVATION NOTES: l :o BLUE HERONLOT tEALTY TRUST DEED BOOK 10185 PAGE 227 CAMPBELL TO PANE) Ra b S 0 1 �� _ y �� �,k \ 1 1 1 DEED BOOK 3843 PAGE 342 _ LOT B PLAN BOOK 159 PAGE 123 1. NO WORK IS TO BE DONE UNTIL FORMS A do B ALONG WITH REQUIRED a o l r , ,� S' \ t 1 LOT 12 PLAN BOOK 64 PAGE 23 PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. /a J s,7 �,\ > - y '. � •f o \ �\ 1 1, 1 1 143 INWOOD AVENUE 2. LIMIT OF WORK SHALL CONSIST OF HAYBALES AND SILT FENCING N 4 t 2. }t` �r r +` 1 ` Z APPLICANT: M CAPE TRUST / ,� 1 TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. x l ? ! r\ 0 1 '` \�\ `, c�o SCS FINANCIAL SERVICES, LLC PREPARED o y �, $ SJ\ :_ 1 1 , 1 �• ONE WINTHROP SQUARE FOR : 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO THE m q � � r � 2•� � 11 1 \ \` � s� �G� _ � �. . \ / y BOSTON MA 02110 CONSERVATION COMMISSION. LINE BEARING DISTANCE g O PROJECT BENCH ROD M6 Cape Trust r o r , . r {. i I 1 \ / o 1 3.) PROM 'ET E!". - 9.78 (NGVD29) p L1 S 7247 30 E 11.50' a o t \ �' SQQ GAL;: SEPTA"�T ivK r 1 \\ ys �G • 0 o J 1 .4 r :.i: 1 S N BENCHMARK ESTABLISHED c/o SCS Financial Services, LLC 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. / a : 1 -, F L2 N 4T46.30 W 12.69 , ,' � �, � . �, 12° Q � z I r LEICA RX 1250 TC CAPS L3 S 29'02 20 W 20.29 r r vy 0 Qy ` ... x l . . .. y t BUSH B 5. A MITIGATION PLANTING PLAN SHALL BE PREPARED IN CONSULTATION WITH - /� o o T 2 F 1 13 a r �,� R1K CONVERT® TO NGVD29 USING CORPSON 6 SOFTWARE One Winthropquare L4 S 73S3 OS W 27.09 r q 0 � +: �: � `� CONSERVATION COMMISSION STAFF. , � L5 S 52'0020 E 14.7-8 �/� 10.5 c \\ r • • �.� f a i 4.) ZONING INFORMATION Boston, MA 02110 6. ALL MATERIALS FROM HOUSE DEMOLITION AND REMODELING SHALL BE HAULED l 15; ,' g/ o + , `t \� ZONING DtSiRICT : RD-1 (Residential) OFF SITE AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS. `\ NON-CHLORINE METHOD. . �- +, + + `\+ �� 5 \ �\ \ / o CURRENT MINIMUM ZONING REQUIREMENTS: T POOL DISINFECTION SHALL BE BY A 0 c, , \ m / y + + + + +_ - >>4 (� - MIN. LOT AREA = 43,560 S.F. 8. AS-BUILT LOCATION OF POOL DRAW DOWN LEACH PIT SHALL BE FORWARDED ,�' , + + + +; , TO THE CONSERVATION COMMISSION, BY THE POOL CONTRACTOR. 13.7, •'F" + +� +' - y 13, �1 I MIN. LOT FRONTAGE = 20 + C+1 �q + t 5(q X 9 2. ,, a AM 225 - Pd 027-003 MIN. LOT WIDTH = 125' x 7 + + +1 + :S s \ 10 X k 8�� ` Q NIP BLUE HERON TRUST FRONT YARD = 30' SIDE & REAR YARD = 10' / 10' \ \ \ x Q < 4 ONE t1 `\ \ 1 .6 FIRS PARCEL DEED BOOK 3843 PAGE 342 OVERLAY DISTRICT. AP (AQUII'ER PROTECTION) 7.7 4 + + + + ,+'' `&'4ro•' ATIO \\ F p / / -` ,,.- _ 9.'t 11 + + + e' �\, < -�\ �. \ `\ \ PLAN BOOK 69 PAGE 101 AM 225 - Pd 017 - / \ x D.5 -� + + + + , s ` >> ` : '�' 5.) A TITLE SEARCH WAS NOT BEEN RFORMED FOR THIS SITE IF DIETS M 4EI) EUZABETH A. UGUORI +) x� 9 + + + + +' �Q , \ \ 1 / \ ✓ + + + + `" + EIIIFFER 2 \ ^ TO BE NECESSARY', A TITLE SEAF'CH-SHALL BE PERFORATED BY OTHERS. s LOT 2 - PLAN BOOK 220 PAGE 37 \ `\\ TF/GLACIAL SOIL +} + + + f c..' T + + + "+ �� � .3 �� \ \y / � 6.) THE PROPERTY' LINE WORMA70t1 SHOWN IS EASED ON CURRENT AVAILABLE RECORD PLAN BOOK 523 PAGE 47 / , /� + + +' - +� + •. ` 1Y 95 KEARSARGE AVENUE \ WF CD 1A x 8 5 + + 4�8+ ?�\ Pl ....... INFORMATION CONSISTING OF PLAINS AND DEEDS. "FENCE /` / 7.) THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD + `\ `\ `\ `� \ ` 1\ \ / SURVEY PERFORMED BY BAXTER NYE ENG WING k SLII VEY W ON MAY 21 & 23, 2012. C4 rt ,- + \ 4 2 1� l j CB-DH/FrID LIMIT OF WORK PION + ` \ �,_, ` 9.a 8•) LOCATION OF ADJACENT STRUCTURES AND TOPOGRAPHY TAKEN FROM TOWN OF � m i WF CDJ 2A J < �i.2 `. +` +x \\ / 13ARNSTABLE GIS. N X 9.0 -----------'r ' '� ` + \ // O x 8 10.; + + + .\\`\ \ \J POOLQIJ�MENT 9.) COMMUNITY PANEL NUMBER: '250001 00080 . PAD7 - 1FIE FLOOD MSl1RANCE RAZE UAP DEFINES THIS AREA AS ZONES C. B, A13 (EL 12) AND V16 (EL 15) Q n'"CE \�\ \ o\ I �.i x 6.2 1 / / \ ` �\ \ \ APPROVED,UANT . / STq / Or\"M \\ 10.) ENVIRONMENTAL INFORMATION AM 225 - Pcl 019 / `-' j/ / .i \\ \ .La • i , \\ y aVF 4l K • SITE IS NOT WITHIN AN AC.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). w L a LUCINDA REED SANDERS i l ✓ / r x 10.5 r �/ \ t <p 3 L ' C �Y,.3 ------` / -- / '\ F � 9 (Q l?) l • SITE S PARTIALLY WITHIN AN M.EA OF ESTIMATED HABITAT OF RARE WILDLIFE PER I- Co PLA BOOK 64 PAGE 23 %\? // (� `� /' p� i j ,' �`IAAF�\225/PARCEL r020 �'• - , � , / �, 8.9• . DE�RAM J. PANE x 5 NHESP MAP OCTOBER 1 2010 'ESTIMTID HABITATS OF RATE WILDLIFE' y = 101 K ARSARGE AVENUE 6. i/ _ _ 0 ---__ ' ' ` r� !- L G / ----- ' / \ ` \ LOT B i ( r x 10.a PLAN )300K 159 PAGE 123►� FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10). (� ca / /%' \• 1 WF C D 3 A I \. THE PROPOSED WORK DOES NCT FALL WITHIN THIS HABf TAT. _ 4" l 1 l� ' / I \ I/ •\\ 96\KEARSARGE ,f►VENUE U \ \\ / Y oz" yy , I - --�--J .� �\ • \ \ \\ -1 I •SITE S PARTIALLY WITHIN A PROWTY HABITAT PER NHESP MAP OCTOBER 1 2010 � / � �' � TOTAL\UPL�4ND�AREA � ' ---- \\ �� ` •` `• \` / 'PRIORITY HAWATS OF RARE SPECIES' FOR SPECIES UNDER THE � p d� ,^v ,yg �,�%� % x 8 \ \ \ \� \\ 41673,1 Sq. Feet O m x \ 1.0`•Acres �/ EAIAANGERED SPECIES ACT, REGULATIONS 321 CURIO). THE PROPOSED WORK DOES T b- - \ NOT FALL WITHIN THIS HABITAT. a ' �5i// I C.0 X .E WF CD 4A - -\ --, .\ \ \\ i ; c - ` • SITE S NOT WTIHIN A STATE AFPROVED ZONE I CROW WATER RECHARGE PROTECTION ARFA WF CD\� FND / • SITE DOES NOT CONTAIN A CERTIFIED VEI W. POOL PER NHESP MAP OCTOBER 1, 2010 o OC Ve - 7.2 I /' wF CD 4Q\ 'CERTIFIED VERNAL POOLS.' o I _ X 8.� ;/ /� �\ \� _ CB/FND / as o f- 5 ' v / I �� _ \ \ GtiF`\ `- --_ ___ -�-�- -__- • SITE S NOT WITHIN A ZONE OF CONTRIBl1110N TO A SALTWATER ESTUARY (BOH 360-45). k a • WETLAND DELINEATION BY DOW D SCHALL, P.W.S. F z cn �� 1tTZ `\ -`- -wVr 5A �� 11.) _UTILITY INFORMATION SHOWN HEREIN: ' J X 8.4--\ \ k �.;.o -- 1 Hi J 0 r✓ ` __ 1 WF CD 7 A THE CONTRACTOR SHALL CONTACT DIG SAFE (At 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE r N w - / l `\ ALL EXISTING UTIITIES, AT LEST 72 HOURS PRIOR TO THE START OF OONSTRUCTION. THE LOCATION OF ^ V a 6.6 i WF CD 6A EXISTMG UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDINTS AND LINES ARE SHOWN IN AN APPROXIMATE _ o \\ 5.3 \\ \\ `\ ; WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED EIASED ON THE AVM ABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR } x 7._5\ BENCHMARK ATE X 9.6 H m \. ROD SET 8, ANY AND ALL QAMAGES WHICH UK�'EIT BE OCGISIONED BY 11 CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND U1I111 EXACII Y. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE \ \ N G�9 x 3 CONTRACTOR SHALL NOTIFY THE DIMNEER IMMEDIATELY FOR POSSIBLE REDE". Z co '\\;\\ x8q .\\ I SHEET TITLE ! \ �Sr \ \. __--J,' /'' �� ,,-' ��\ • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM TOWN OF BARNSTABLE AS-BUILT ���oa, aV �� k.�6\ x 7.7 ,- / AM 225 - Pd 024 CARD 195316 PREPARED E'Y HICKEY CONSTRUCTION CO., INC., BATED 3/7/97. Nonce of Intent - Wetlands 3.0 Q� oN7 Ors) �� / 4 / / MARGARET RISK CAMPBELL \ �� 13 (Q o� `\ \ L--.� AM 225 - Pd 023 / ,' 1985 TRUST • TOWN WATER SERVICESHOWN ON TM PLAN FROM C-O-MM WATER DEPAR1iW SKETCH C-8687, Permit & Septic Plan U W AN C. WOO, TR. / LOT 14 P C k I SERVICE DATE 916196. N Q 1S) �' 0 LOT 13 PLAN BOOK 64 PAGE 23 ` PLAN BOOK 64 PAGE 23 x 1 207 KEARSARGE AVENUE 6. g • GAS MAIN AND SERVICE LINE S APPROXIMATE PER NATIONAL GRID SKETCH AND GAS 205 JACKSON AVENUE QP METER LOCATED DURING SURVEY. SHEET NO WF C D ? / �. \ .\ x 3 .\ , '•� 1. , / �o°,/ O I • ELECTRIC LINE SHOWN ON THIS PLAN PER NSTAR MAP DATED MAY 22, 2012 INDICATING PRIVATE UNDERGROUND SERVICE ELECTRIC METER WAS FIELD LOCATED BY THIS OFFICE T Gr ,♦ \� o egg• °��,, \` \` �' O • PER EMAIL CORRESPONDENCE FROM VERIZON, THERE IS NO CONDUIT IN LOCUS AREA. N s DATE : 08/03/2012 g S 20 0 20 40 / SCALE IN FEET 3� n ,^ ti' SCALE : T"= 20' _c \ N J wF CD a x 6 / 1! DRAWN/DESIGN BY: UTM CHECKED BY: MWE o� \\ JOB NO: 2012-028 CADD FILE: 2012-028NOI.dwg - N C O 0 BAXTER NYE ENGINEERING & SURVEYING CONSTRUCTION NOTES: =�~ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE Registered Professional Engineers 1 FINISHED FLOOR ELEVATION (F.F.E) = 22.5' WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, and Land Surveyors TYPICAL SYSTEM PROFILE 1. USE MANHOLE COVER do FRAMES TO GRADE WHEN WITHIN A 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY P 1 •" ` PAVED SURFACE OTHERWISE ADJUST CONCRETE COVERS LOCAL RULES do REGULATIONS APPLICABLE. 78 North Street - 3rd Floor FINISHED GRADE = 20.5' NOT TO SCALE ONE (1) MANHOLE COVER AND FRAME TO 6" BELOW FINISHED GRADE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY Hyannis, Massachusetts 02601 - (ADJUST TO GRADE - SEE NOTE 1.) 2. ALL COMPONENTS TO BE H-20 ENSURE PROPER PIPE THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED CONNECTION BETWEEN PW�• ONE �E�ON WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. •f�'� MANHOLE COVER do FRAME Poor To W" a of Phone - (508) 771-7502 (SEE NOTE 1.) ALL CHAMBERS 4 ( cAOE Fax - (508) 771-7622 �- FINISHED GRADE OVER TANK = 20.5' SCH '� ) 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF Y FINISHED 0< GRADE OVER D. BOX = 20.5' FINED GRADE OVER LEACHING TR04CH = 20' TO 20.5' HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT LEAST www.boxter-nye.com com 3 min. CHAMBER TOP 2" OF DOUBLE 48 HOURS PRIOR TO BACKFIWNG. THE SYSTEM SHALL NOT BE j7=7 FIRST 2 (TO BE LEVEL) 9 min Cover ELEV= 17.38 WASHED (min) BACKFlLLED UNTIL INSPECTED AND APPROVED. 4" SCH. 40 PVC ..•. "'' 8 O OX C INV = 17.22 L2P " (mi then A 0.51 MIN. PFASTONE 36" (max) Cover STAMP STAMP ••s.+ ((TYPICAL) I 12" I ELEV=17.55 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 6•(",�'• • 4" SCH. 40 PVC I 1 '::�: 18 LF O 2.OX 6" SUMP INV OUT = 17.05 _______�� _ - _-- PVC. UNLESS E NOTED HEREIN. _ q� ` _ - - LES OTHERWISE NO �AQF f� INV. OUT ,r 10 CI TEES _ W. OUT = 17.3 .<... _ �:_:•, _ ��P Ss� �vA OF M 17.91 f L INSTALL _ 4" DIA PVC �` lr � " » o MATTHEW 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF /r C� �FP QSf9 GAS BAFFLE s�'� . �.: 1 -:•'',. CONCRETE LEACHING CHAMBERS SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE C HORIZON-, w. �,`,* �� SHArJE M, INV. INTO TANK = 17.55 p p p p p p FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, EDDY o BRENNER INIVI V. INTO LEACH CHAMBERS = 16.88 s AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE . 43 REINFORCED IL 6• CRUSHED :• _:.:. : • No. 43183 No.45917 STONE ! :; : ..:. :j : :' ,. .. :. TOP ELEVATION OF THE SAS.12 �� IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF F ..,:�. -..• 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN s��s r • '•.:.:r '-'z•�:],•.::.+"'..ram. •••�:: •. . ':,:.v ... VA ...• .. _. Y - 1 EL 14.88 SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE C HORIZON , LESS THAN 3' OF COVER. �� n�r, , 5' MIN WASHED STONE FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER + No Groundwater Observed O Elev. 2.2' TOP ELEVATION OF THE SAS. GRINDER DISPOSALS. CONSULTANT H-20 H-20 H-20 8. CAunON THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTIUTIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING CONSULTANT DESIGN SCHEDULE MAIN HOUSE ELEVATION UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE FINISHED FLOOR ELEVATION 22.5 WAY ONLY, MAY NOT BE UMITED TO THOSE SHOWN HEREON AND SEWER INVERT AT FOUNDATION 17.91 HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY SEWER INVERT INTO SEPTIC TANK 17.55 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE SEWER INVERT OUT OF SEPTIC TANK 17.3 OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN SEWER INVERT INTO DISTRIBUTION BOX 17.22 INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PREPARED FOR SEWER INVERT OUT OF DISTRIBUTION BOX 17.05 IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, SEWER INVERT INTO LEACHING CHAMBERS 16.88 VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, M6 Cape Trust TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH BOTTOM OF LEACHING TRENCH 14.88 PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE c/o SCS Financial Services, LLC CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS WATER TABLE. NONE OBSERVED AT EL 2.2 - REQUIRED. One Winthrop Square Boston, MA 02110 Leaching Area Requirements SOIL LOGS DATE:06/07r2012 MANHOLE FRAME AND r s P#=P 13,661 COVER TO GRADE /» - 1 DOUBLE 7 BEDROOMS AT 110 GPD/BEDROOM = 770 GPD ENGINEER: BOARD OF HEALTH AGENT (IF UNDER PAVEMENT) WASHED STONE NO GARBAGE GRINDER '-�-� 4' - 56' 4' f-•- PERC RATE = 2/1 MIN./ INCH (CLASS 1 ) Stephen A. Wilson P.E. Donald Desmarais R.S. 2" PEASTONE DOUBLE-� TEST PIT #1 TEST PIT #2 TEST PIT #3 TEST PIT #4 WASHED STONE LIAR = 0.74 GPD/S.F. G.S.E. = 13.Ot - - - 04 <-; _ Y. G.S.E. - 11.8f - - J._•<..�.% - G.S.E. 7.Ot G.S.E. 9.2t -.�: •-.•,:a- .., : ,�,,..r. _<.': MIN. LEACHING AREA OF SAS. . i. :.S�l\�•w,el^;.tea.. _ ..� .Y', f•S -e' :l� 24 12 n...:1.:•::i i/'r- x;., o o ^; -Y- L�a � :.�:. 770 GPD/ 0.74 GPD/S.F. _ 1,044 S.F. MIN. A A N - �.. :,: ;r'r�•;}: y-:s, ;;: •' 8 4 12 Loam do Sand FlII P P EFFECTIVE n. �•:_, .:t�, ,••••��.4>.j��::'. ..Y..}��'� k�.'i' �' '.,:�.:��'y�;r:1;,:�=;r• '{, 10 Sand Fill .�.. :�•:- °• ��:..., 0 Laomy Sand Loamy Sand O » . :.f=>:=t: •:-;_ ,. : PROPOSED SYSTEM 12" 70" 5" 10 YR 3 2 5" 10 YR 3 2 DEPTH .('.-': .ice:•";,... r.t'..i.'ir+ 'J. ,....`- .3.i 'f.:�. .• fin.. S.. ' SIDEWALL 12 +64 2 2 = 304 S.F. B C B B � 12' I 4 � 64' _ I BOTTOM 12' X 64' = 768 S.F. Loamy Sand Medium Sand Loamy Sand Medium Sand Q TOTAL =1,072 S.F. 22" 10YR43 120" 10YR46 10" 10YR71 18" 10YR62 O PLAN OF PRECAST LEACHING CHAMBERS SAS. CAPACITY. 1,072 x 0.74 793 GPD C1 Medium Sand C1 Medium Sand C1 Silty Sand W CL CONCRETE FLOW DIFFUSOR DETAIL (H-2o LOADING) No SCALE SEPTIC TANK: 2 x 770 GPD = 1,540 GALLONS 36" 10 YR 5/1 26" 10 YR 6/4 40» 10 YR 4/4 � � NO SCALE (USE 2,000 GALLON TANK) C 2 C Medium Sand 2 Medium Sand 2 Medium Sand cacc 10 YR 6 4 » 10 YR 3/1 » 10 YR 5/6 v m 72" Perc O 48 32 90 (Perc A 60'� W Y = C3 C3 w/ traces of gravel O Q m Medium Sand Silty Sand/ W 10 YR 3 4 OBSOM GROUNDWATER o 80' a 120" 10 YR 4/6 48" (EL 2.5) C4 Medium Sand gZ " 10YR3/1 ! 8 z 96 OBSERVED GROUNDWATER O 58" ° (EL 2.2) �^ a N - Vl i � U Z N f� I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE P B h w DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME F CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 0 SIGNATURE DATE N N w NI C•i � d p 39 o N f0 17 N Z E SHEET TITLE 0 Septic System Design - Details M O O 3 SHEET NO or o e o� D A T E : 09/26/2012 ON gX UJ o LL SCALE : 0 oLL DRAWN/DESIGN BY: M11 CHECKED BY: MWE `'c JOB NO: 2012-M CADD FILE: 2012-028NOI.dwg 0 0 y. m E OU . _.., __ __ _ _ ___ _ _ \:, BArXTER NYE \ 1 DRAINAGE NOTES: �-1 C. /� 1 [1 ----____/ � �\ I j � GRADE TO PROVIDE ` . EKISTING GAS SERVICE RELOCATED ELCTRICAL SERViG COORDINATE .- \ L \ FLOW ONTO <\TO BE RELOCATED WITH UTIIJTY COMPANY AS REQUIRED n 1. DEBRIS, STUMP, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING ENGINEERING & , \\ W' ��� ROADWAY AND \COORDINATE WITH '` L - { & DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED Lai - \ AWAY FROM UTIIU COMPANY AS GRADE TO-PROVIDE \\ \ R a�� �` --------___------- -- I OF IN A LEGAL MANNER BY THE CONTRACTOR ,� t \ REQUIRED FLOW ALONG AND \ FLOW ALONG AND Q 1 :-+ \ Z° N SURVEYING \ AROUND OUTSIDE \`\ V .LO \ T �11 \�`� of WALL. �. ��,\ -- 28 AROUND °E S .� cc-,a 2. DISTURBED AREAS SMALL BE PROTECTED AT ALL TIMES TO CONTROL 91011111009 \ �11 - 29 ,- --_ 28 --- p SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. V" r \\ \\\ d A- . � \ L 0. • _ -------- - -- 7.5 Registered Professional Engineers \ 24- _ L_ ___ _ _ TW 28,0-- - - • •- - .. \ 3. DISTURBED'AREAS SHAD- BE TREATED WITH WATER DURING EXCAVATION, ORSurveyorsr,-, ,w 2 I 1 _ - - ------ APPROVED ALTERNATIVE, TO CONTROL THE DUST an Land �, \ " \ ` --- - ---- \ 1 '1 �\ , -_ - / r,,`+2122___ +E31A1z1 o- +BW21.0- i' ^W 6 \� `-- ---r-� -__ -- -- r _ OVER ALTER C �- - ---- _. 1 G -��1 �`\ ,�' _____-- __� _ 4. THE SITE SUBG?TNTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFlU_ AND 78 North Street - 3rd Floor , 11 UGE � JI- UGE uk c G� ` , /,� -- " -\ --- �, '� ' �/�\ \ - _ ��'� �_ � -____- �\ \\, `\\ COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE Hyannis, Massachusetts 02601 # ;-" E -----BUG r `/ `- /, `' 1 GRADE - --� __ --� _`� �__ _- - - �` - � I PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES, PAVING, -=�, \ (!®� DRIVEWAY ,' ' •' ` --f' /, � -� , , , ,' \ r 2�� 2 1:0 20% GRADE TO t I \ � _ _ - \ __-„ -- /,., �, Z % ` _ I STORMWATER MANAGEMENT AND ALL UTILITIES (INTERIOR AND EXTERIOR). Phone - 508 771-7502 :l \ �\ C3 EN-TRANCE' t 2% \`3 ° _ \\` \, r `✓/ \ , ' �\ n PROVIDE \ -"�TU PRE 1� i s , - - _ -� // / -/j \ r \� ��\Y` \ !� FLOW `.,r, - - •� r- v�� ,_ " �'p -� , �-- _ --__� --�- �� �y ALONG W 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH Fax (508� 771 7622 Ii 2 � t= � / yr, - I __ 2so AND W LOAM, SEED, & MULCH PER LANDSCAPING PLAN. THE CONTRACTOR SHALL BE www.b(ixter-nye.com 1�; I I— ROAp ' \ t p I a2 __� _ r-' O FLOC ; 3 I-'S .; N �' I ' 'j� t �° -- _ �\ `I OUTSIDE w RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY O _ ,- , , \\ \ , __._ .� -�__ � �\ \\ \\ OF WALL. I--- ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE FURTHER STABILIZED WITH ----- DRIVEWAY , --- I , ___'j__L__ .11 _, `6 \ U I EROSION CONTROL BLANKETS (ECB) OF CURLEX OR EQUAL STAMP STAMP . r art , 21 / :` 2 . ,-, / ,' . _,.__ __, _;_. .:_ _.___�- �_::_._ -- %_,} \ 6. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED s \� d•r_� _ L-• , ;�- -�- - -. \ `� `��? FOR H-20 LOADING �� - 1 - \ / r�rr /i / ' . ` - - \\ 201+\ \ \ \ O TTHE yG ---- / , / ,/ -1 1 { _ ---� ____'._ :.__ ..:- .._.,- ._.__._--+__L_ -_.: ._J. \\ \ \ ` \Vv\\ \ �� W' V'- 2 .5, / / r , --- -- \ _4•0 \ \ \ Y � \ / \ / / __:_ M o \, \ \ \ \\ U 7. A 25 MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL PROPOSED IVIL �' i �,� �, /� _ c _ _ �s� 2 \ \� \� \� �\ `\ STORM WATER MAPIAGEMENT INFILTRATION FACILITIES AND SANITARY �N .431 3 I \ '1 ice'/ y� ,_ 0 O ® O \ --- \ \ , \s LF�6 CpP I SEWER/SEPTIC SY�iTEMS AND HAZARDOUS STORAGE TANKS/FACILITIES. o,� F I a �`� r , , 5°ID..= A OOF D AIr� F S T I- __ e� w - w --w r-w w -T w w w10. I" ,W - 'rir1 a YARD-DRAIN.�SE -_DETAIL \� 11 ' 8\S=1. �\ s /oruAl. ECG 1a �' / INv.=17.70 -. - 144-B• � �� ` _ ,� \ \\ 1-- UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS % 1 / / , . a _ RIM 19.9 1 'w \ SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING SYSTEMS/FACILITIES AND INV.=17.4o NV.-17.5 ¢ INV.=16.76 \ -/ 3 INV. ouT�t �o / 1 `\ `\ `\ REPLACED WITH SAND BORROW PER MHD tJ.1.04.0 TYPE B. �� I _-� �� 9 N6 CPP ROOF DRAIN A S=1.OX a 37 LF-6' CPP ROOF DRAIN O S--*o% / 1 2&0 \\\ \\` \ .12' FN6w _ _ _ '���, CONSULTAN \'\v ,18 +202 \ " .-..:_. . . - ': +' - RD REY. '� RD . •RD'\ ` CQP ROOF 8. CPP - HIGH DFNSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH T S I � -" l �'8 \ \�• \\ DR N`o INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL CPP PIPE P : ::: 21 G 1 28 .::: :•:::. - :.. . )____ + �' S=2.OX USE SHALL BE ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING DRAT GE lIV - ! 2�8$+ 'I k I �:i I _ \ \ �` �`. I 24". BACK FILLING CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS I Ilya-17.Ot +220 =-INv: 6. ,• ., • 1 V. -PARKiNGCOURT `5 ; �`', \ _ _ IN 16.52 AND SPECIAL°CARE MUST BE EXERCISED SEE ADS PRODUCT NOTE 3.115 . �: r ( ) i \ \ \ INV.\ CONSULTANT - - / : r- .. .. -. . . \ \ \ I SEE v +22 0 • .. : OUT=`12.1 -. I ,. •. .. . I .\..•.. I..• o I LANDSCAPE , ; , - .I -. -.• . \ 9. ALL ROOF D®WNSPOUTS SHALL BE TIED INTO ROOF DRAINS. REFER TO - \ \ . . ID i - .- .• FOR \ I PLAN F ARCHITECTURAL`PLANS FOR ALL LOCATIONS OF DOWNSPOUTS CONTRACTOR DETAIL D .�':,-:.�:-•:• .• .• .• .- . .• � \ \� SHALL PROVIDE TIC--INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE L+III ' :� :: \ \ \ / v: • ': -: ' /. : \ 1 RIM �10:Q .. . - \ BASIN FACT ITYt S�-o•0 .- :-' . -. •- /:: :• .- .. :• AT LEAST 6 CPP AT 1.00% SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON L .CHlNG BA_N L� j INV. - . •X.• • \ . - \ \ \ \ I A I _ ..'�' .' .''." �' : 3, + \ PRE CAST H-20 LEACHING BASINS 6 _ - -.� `- .- �-��::::::�� - .\ THE PLAN. MINIMUM TYPICAL COVER SHALL BE 2 FEET U.O.N. { OUT-16.58 : - 1 :: .1 \' \ \ 1 _ _. \ \ 6 OD x 6 STORAGE HEIGHT - . ' \ \ D ER! f �1:0 AT OUTSIDE P MET OF STONE RD \iMiTH 1.0 FT �: .r'•. , 1 I PREPARED FOR : 10. ALL PIPE INSTALLATIONS S FOLLOW PROJECT SPECIFICATIONS AN PIPE \ \ AUA S HALL LL C D I E TOP OF SLAB OF LB STRUCTURE=18J 7 (6 STOP H +8 ► LP+20.0 + - - _. �, . \ 1 �. :PROPOSED: GARAGE:. :.::..:.:: \ \ \ MANUFACTURER RE�;O MENDATIONS. SLAB TOP TYP,) + � 1 , .• . . . _ ... \ \\ \ .: 12 CPP INV. IN = 16.50 I I 8 LFN12"� �. POP�SEQ: HOVSE:: - Cape ' _ r \..' ' -= :- :. ..•;. �._'.- .- ,•..<. -' :.- :.':..:--: ..\..•:' I \ \ rust s CPP INV. IN a6.50 cPP o /y • .- \ .. -. ,. :..: . :.::,...:: : _: 11. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER BOTTOM OF PRE-CAST LB 5-11.50 F I S-1.O% D 1.07. j ,• .- - . •. .• , -. .. .. - •. -. - \ . .F..F�.. -.•21 .. .. •. . . .. .- .. . • .. .. _ : . . .. �:: :: =: :: . ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING c/o SCS Financial Services, LLC \ . -�. n i \ \ BOTTOM OF STONE EL 11.0 is;::.-\,. .. .. -. •- -. -, -. -. , \ ., .. . • ::=:. .:- , \ OR PONDING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE n . :. Winthrop SEE DETAIL 140-B I _ �. . . -. . - . : _ : :. :.1 { e ®n Square ,; .,'.• .-'.• .- . • .•'.- .- - ISSUES OR QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING WORK. \ :\: \ N �:. .\ _, 44 LF 6 T I1 . \ \ �-'' - . CPP ROOF � 12. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM / / �., ,I DRAIN ® . I �.• .• .- .. .• . % SEDIMENT AND SILTATION AT ALL TIMES. JUST PRIOR TO COMPLETION THE SITE �\ 20.88 + t TOP 0�FENC \ . t '- \\.• .• .• C D N F SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AN CLEANING 0 THE I � � 19 \ •r 25 R 225 :•'\-- .• .\ ' •' - - STORM WATER MANAGEMENT ENT S SEDIMENT AND T S I _ O ST TE h GEM SYSTEM. ALL SED EN SILTATION HALL BE 1% , J - 1 :: ::-: 9.0 20 REMOVED FROM THE .DRAINAGE SYSTEM. / .. . \ .: . ,. -a 2%., \: 4 \ J TOP OF FENCE 25.5'(36' .• .. .. .. _. .. . .. . .. .. .. .. . • .� .. :. :• \ •'. . + -21.0 / I 11 . . . . . EXCAVATION/FILL NOTES: `.• ,.• I / I TW 7W26.17 TW26.17 225 -- _ ___-- \ , \1 INV. I +20.55 20.71 20.`� -�- z : : 1 - 1 2 11 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD BE 215 -. - , \ TC r _ _ ... •' 88 r. ;'. _ :.:: . . ... .. _ _ t t 1 FLATTENED (AS REf�41RE(D BY SITE CONDITIONS) TO AT LEAST 1 H:1 V OR �/ 3 /� I TW20.5 NV.=9.40 \ \ - . 19 ' I BW 20.0 I TC+2s.47 - : - '.. .:.�'�- \ \ '-.:�� SUPPORTED WITH T!'r"[dCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE I r + \ ...........: ..•.-... .... `� EF.`s , : _....r: - I GRADE TO x G� . 2 1 , Poi 4 _ . PERFORMED SAFELY sD IN ACCORDANCE WITH OSHA AND MOSHA 25.5 2 CPP R \ \ PROM E FCOW ...,: 1 _ D _ _ __ 1 i .fib ..I. ,. .-.... h. 4" � -� ---INV. 9.2�` � � 4 _ . ,. ., .,. I •� CPP R T � U EMENTS. CC•..,, xtulCR ,,S-3.�K�.. ,.,�twi. ...,. IC . w_..�, I a �: 5. _- DRAIN ® ' , r .LQ IR a 4 E'er , _C�,4R�,1. t ------.. _ __ DR _.----,.__ 20 LF' Is S•-t.aX \ i1 i I v AROUND OUTSIDE X . 1 14.d _....__� CPP ROOF \ � 18 OF WALL. I Z ;-.:..-�. r_-_._ 2. AFTER REMOVALI TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL r/ / / �. s __ it At \ DRAIN o \ /'AT'DOORS I Y _ I / , _ ,-----t __._,.j_ __ �-I _,__� s=1.oY ` ___\ ,_�_ . _i_:. `\ SUBGRADE SHOULT) (DE: PROOF ROLLED WffH A LOADED 10-WHEEL I I /� 18.,. /k _A_! _. -\ /., :- -- `\ I TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED AS I ; 2• 11 --- - _ w+ i \i \;1 .o k GEOTECHNICAL ENGINEER. NO FILL' SHOULD BE PLACED UNTIL / � 1 j --' ' , - - INV. 9.30 225 - - _ ..: ? DIRECTED BY. 11 L I _ --:._.._..__ `__________ ____ j l QP; o THE SUBGRADE IS APPROVED BY A GE4TECHNICAL ENGINEER. BORROW tV 4 Q I L \, J�� - -! - __. ----- - _:.._._ \ . S FOR FILL`OPERATIONS FOR G ~ -- ,.:___4 1 �^� I -T1N 12. 1% 7 M i �- MATERIALS GENERAL, SITE GRADING SHOULD MEET m 14 , /, `45_._._, +1'I: Q i AASHTO DESIGNATI01 A-2-4 CLASS Ill OR MORE GRANULAR AND BE N V0 4 1 '`.... i SEE LANDSCAPE __BS + 17.3 INV.=9.23 17.03 + ;-- i \ \ M N \ ( ) I 4 , / , /,` PLAN FOR DETAIL _.- ' /``� ���, I APPROVED BY A GbTECHNICAL ENGINEER. ALL FILLS SHOULD BE pr O TSB \\ (Al Z" \ IN 8° LOOSE LIFTS AND COMPACTED AS FOLLOWS, UNLESS 1 / - 6 I , ' ( `�� s' 1 hN�v.ou7 9. CONSTRUCTED II I ; : .. BS+1Z.3; d+15.12 +17:3-._.._ \ \\ �v 2 ' Q tt ` - �, +11.a9 - m°a OTHERWISE NOTED IN PROJECT SPECIFICATIONS: u f q, __;1_,.... _, \ Q z o FILLS SUPP RTIN(� FOUNDATI NS AND FI_OOR SLABS, 95X OF ASTM ! u : @ _�_ -v I I D-1557 (AASHTO T-180) _ o . 11CD ,, ,- :% . 1 _._ ,-; •` s�\\ •\\ \\ - TOP 12 INCHES :OF .ROADWAY SUBGRADE, 95% OF ASTM D-1557 (AASHTO 0 � { t YARD DRAIN GRATE. � a_--- 1% , I O It E I 1 , SEE LANDCAPE PLAN --, ,.. i _ ; - --- t --- \ s\ ` 16 T 180) _:- •O IL � II ' \ FOR DETAIL y_::- . ; .5 - RETAINING WALLS SAND FILLS WITHIN ROADWAY BELOW TOP 12 INCHES w L _._. 111, I hI I i ��-- �TW"125-'_----_ - - 12 1:896 - - -- ---- -:m I \ \ \\ \\ ( )' -' I n \ ____- -�--- _ _ 13 ! ; , - \\ 5q I 92% - (AAS - 0) u - 17.42+ 17 - \` \ 1557 HTO T 18 _ G \ I OF ASTM D FILLS IN GREEN .PACE, 90% OF ASTM D-1557 AASHTO T-180 0 I ' � • -- 1� 14 13\ ( ) I- L c 12 Q � 1 - \ - . '�_ ® YARD DRAIN - FILLS FOR PIPE EMBEDMENT (BEDDING, HAUNCHING AND INfTIAL BACK FILL), tt - � ' (0 cc 1 t l GJ 1 ,. `' _----' I 'I ; - 1 s LF�1 `\ I GRATE SEE 95% OF ASTM D-1557 (AASHTO T-180) v >' CQ� I 1 r o = r--_, - LANDCAPE PLAN _ t O1 l �T o 0 -L E}.-g __ -- r -I , - CPP o \ \ \ I ) _-__-_____ . I -- ®PDSEr� ® L - - S=1.O:c \ I ° �.. I 1 s;} l l ' co - PR Q // 2 \ FOR ETAIL I _. , 1 \ n , / / 1 g , 7YV a7.8 • •. a iY I l z r .,_� ,.. \ \ 1 1 - r 0• a _-�-a `\ I , \ \ + I i --- 1 l �J I ( r�° ! 14 LFN 2r-CPP , " . - \\ A ` II I i ! I , o S=5.88)L __ - --'r ' \ _.' I \` \�` �\\ \\\ I I / I t - BW 14.8+ +BW 14.8 Z {' r I I l r D AINAGE INLET IN �- \\ `� \ -, z 1 r 1 1 / i 1 ---_�- \, � � ;1 o r 1 - 1 � GkMrTE PAVING, / 14 I t l r t / r O I I ' \ SEE ATL 2/L7 5 -` + .\ \ I- / i�1 - I I ` SEE LY NDSCAPE ,% + \\ `\ a 1 I � 4 I � \ PLAN FAR DETAIL // �__ � � `\ � \ - Of ! / 3r I I \ RIM=17.33 / ------------- �\ `\ U I I ( \ INV.\OUT==9.83 �\ \\11, \ co I / ! /' i \\ \ LAWN 25% SEEA.ANDSCAPE PLAN \�� I 0 I // �' �I, `\ , \\ \ (8'LOAM) FOR-DETAIL `\ n 41, i3 I / ••.e, � \\ `\ RIM=17:30- \ /_ I •, \ \\ \\ �`\ INV. OUT=9.83�. \ • I ` \ \ +11.8 \\ O •.• 2 I \ \ `� �J 11 °° \ \ \ ` I ,_ " ' I -- -- \ r - ` � 2 r�/r i I e e r \ 6 `�\ °°° 1 SHEET TITLE . • . . . \ - " " \ Drainage Pian r , -� 6 ° •�. 11 � _ // e o o e b e o e e e e o • • ° ° / \` • . . . \ ^ • \\ \\ \� `\ 1 I // NG BASIN Lay i3 C\ r'� -� ° °° e , • \ (� C,� \\�G, • _\\ �\\ 9 I o� / 2-PRE-CAST H-20/LEACHING BASINS / _ ° ° e • . • \ 1° \ `\\ \ S . ` \ e ° I` V /' 6' OD a 4' STORAGE HEIGHT �,' ,� -�__ \ ° ° • e e • • .°• , �� /// WITH 1.0 FT OF/STONE AT oUTSI 1S RIMETER // �/ , \ S `\ / GRATE E EV. # 11.50 o 1 LEEACHING I I SHEET N O , , SIN FACILITY J2 -, I ) I 1 I 1 /' TOP OF LB STRUCTURE=10.50 (6- STOR HT.+8` S= 3NPRE-CASTH 20 LEApiING BASINS � ' 1 1 I - ' ) S G- /' 6' OD x 4' STORAGE HEIGHT `\ I I I DR001 a SLAB TOP-TYP. ' 1 �� 1WTH 1.0 FT OF'STONE AT OUTSIDE PERIMETER i i �9 �, I 92'° CPP INV:I IN 8.83 /'f \\ / '�0 / , GRA)IE ELEV.=11.50 \ � .1 I I a'a 1` '\` BOTTOMOF I RE-CAST 1�5=5.83 /' \\ / / l TOP OF�,SLAB •0-S7RUCTURE-yQ.5 (6' STOR HT.+8' � DATE : 01 14 2013 4 I \ BOTTOM OF ONE EL=5.33 \ i / f SLAB TOPI-'i�'p� \ I 0o I SEE DES YL ,140-B / ) / / , \\ f I ( � i 12 CPP INV. IN = &83 Z.1 �. / / I 1 1 � 10 0 10 20 4 \� \ i r / / , 6 CPP INV. IN = &83 \ ) 1 i N I \ I \ S , / 1 BOTTOM//OF PRE-CAST LB'S=5.83', Q (� �� i \\\ ' I \ I . // /' ' BOTTOM OF `\\ J I i /J SCALE IN FEET o Z I \ 1 . ( // / I SEE DETAIL 14�0-EE6�=5.33 \ 1 1 5 5� i \\ `\`` \Y --r,- t // �� I \,`� `11`\ I I I F L- 6/ DRAWN/DESIGN BY: SDI! CHECKED BY: UK J O B N O: 2012-028 GA D D F I L E: 2012-028--C z;a 9c �a VL. It '. UEe�\o/ry'�`"�� %sueaIr `•- l''�'r-� �'_- ......... N • 10 2 .4 `. / ` __ _. �`' ~ - Q♦ y'l•.:y :ati.L�1, ..• •�,'�,• M }1 S:�• -. _ -.� - I•,•^ fY: P� w ��Q � .... ;�f "j .��. ._. :e, .rC. _ BOXIER NYE UT'JTY EASEMENT �` 5 w _ � �, Gfi 2 9.0 /o _ ■■} ,�. { )�_l -_. \ S Irjl �• �C 1{ �t1 t7= ' i• • •J jf� I\ ( -• 1 j.. ... T-. f16p� �2 -t7y�'{Fri • .` � I3� y yl • 3•.�. • ' •,nM1M1M1' r _ .-, +(r �� t 7`I •' BENCHMARK AT ,•rf t`" Iil4�L ~'3S '" ': Alf-•ur+� , ►{ (• lr ENGINEERING r r ' s� `" r., � :�.•: , T,� � j f :� f�. GINEER & ,:..., \ tvtAG SET ;. a 7'}9�.a.•• 4 • }'�s y ' �.7�chi . �. . ir•• ,.._... 1(�Yi - .84 y' � \ �' , sr > \\ EL = 27.19' ns�r" .fit'. it + ,•.`J?,1C,,, ,' .� .1�� :+;.,. [ra++:r:can ,��t rt.. l f �. NGVD29 / Y, � > •• r. , }rE : z_ .:. :, �.. f, SURVEYING r >I .� ? �'{ "I i �:t i1IA,�� J�.-` .ry '+i"�_1� 1 •1 4 O !_t;41 4••.. '..�'] - •/ tI,4• ••-.. t�1,tirw�i4T��'S ;fir- �'4 d',rrJ'�v1,� 1tiM• r? ` '\ �.��'ti•:•i1."-� vf : _-:. .r{, S r f 1 ! AM 225 - Pd 021 ,y's•� C 7;`='` ~ r_ '` t j ' :sy ��'�x a \ t X 2a.o / •` '�i y' t. tir1 , �.:Y ar Jir• T ,Yam. .y( 4e_!i'a 1i - '� �+T-�f ' '6` �a� i' Registered P L1 �S}}�»: Re ist {r \ \ UWAN C. WOO, REALTY TRUST ": ;K �`"T t'- yr {; t+ r. ,l.,r �.� *a . .,• '�' ► I g Engineers. J LOT A ,:aiy , _},� z„ ff,,.rr• ate. tl o`, 1 .- Professional En ,. .j a ... r and Land Surveyors �� I'} -/ \ \ ` r .Gz�, _.air S.,i' t °•'rr"' •. Jl,.�i % 1"C«'_•... I .H''µ.,.-:•*:t'•'`nc • ^"1•r f '�1 ti�i e•�•;. I \ r i l• r � r • +��, � �\ •c � \ \ UNRECORDED PLAN _,t 1,•.. s _ � ,�l jl�f,'£'•°I��tir.;:.r���,•"Y ,t . �ir.; / 1`\,. +ro ..� F�r t fY *r '�'�'r �(•'���/t' 1�`• , w !r41 � �,..y) �-'�•:i j.�I A rh�'..�j , ?' 1C�•`\ , ..... 'l\ x 4. J RELOCATE ELECTRIC SERVICE PARTIALLY SHOWN: PLAN BOOK 159 PAGE 123 r- ;;�' - ' -', ,, 10' r`.A: x J •• , �•, •,� �r /t ..r:% �. '� r.� 80 KEARSARGE AVENUE ' K� '. �' r'a �; ' r '%��^. �� 1.. ;"' � :; `^� ;<��r,�':�: " , r � 78 North Street - 3rd Floor i-1': jY t•� ij �'••!�'Ti.risir 5. c ti''�r ia�'lr �r �1 �(JG� \ \ `s_,p)'�•� .:�y • -L,�•,.-;,,,� I- 2l iJ-�r.^ ` 1. _ =ti�4' ;� 1^, `l. r+"1�� .*.ti'!�• .�. � a r . l ti"'�\ �•a \ 1 \. ��y'f�.',,-t� fy.`' =s�� w��_T,{r" , ( •+-•.�.,rj 4 4• • ) '•• '/+O.D :l`.Y°{j` �,;. . " ; Hyannis, Massachusetts 0260 X , 2L \ O� rrN �\ ' , wwti7C.a+IL�+. ,?eYti.; •'• wrr 7 �`•. ,la , :�`L._l..!':. � rJ! ��:1. ✓✓ ' ._'... ur I- WATER / \ X 28.5 / } ,: . t tiy' = •. c-TP� l,.,�;TJ.�' •�'• w• YY a 1 Q \ - - - �sXC7 SHUT \ • �� INSTALL RAILING AT TOP OF WALL AS / ; �;pr,■ s�` ;r ����' . . j , - Ed), REQUIRED PER CODE (TW.) / t�=`'•"--`�U:=�,aN�„� "`T +•' �� =," Phone (508) 771 7502 f.--1 Fax ( ) 771-76 �'�Ap�� . : www.baxter-n .com"1 ` • J f P J I r rjS` �_ t �,..r ti -' '` d'1 . . ' ,e, { � ;5�' �';^i .1-60 GALLON SEPTIC r+` I �' _ ' �', �� „t f - �L'f �� \ l `Jt S l t'•r'.\ f. '� •a � �.d:?�' ��4� �;�f _ „ � .. GAS SHUT OFF (1/l�l �\ ` S�i� y� ;i\ /60, t 'i 'f . �• � 8• S T A STAMP '� ) \\ \ 4S 12'x 64 SAS(7 BEDROOMS) ��N of h7q \ Aat-7 e 5'S ' 'w � \ � / � O' _ _ Zq 3 E��ERTrTbLE' ��1._XARBU'K ,-.1� �=\� .=;.1 �' •a,�.- �,.-1�'i`�. •I 1 � c'y 100 BUFFER ZONE / > > - _� �,�'� - SECTION PORT / fl � t t ;1 'a �►�Is�afid� ,•"_ �' s=�aT + N STEPHEN G� ..•-- COASTAL K --- ® a !! y1 .� STATE BA J WATER USER �.. �, t;' - �. � \`� 5' OVERDIG - / _ _ '� �t y :';rs 'r }i{ '„,-1 +: 0�.-• o MATSON &�.0 w/>` / _� �\ x SEE CONSIRUC WE 15 (SEP-1) �t r�- � f !iv„i+�s .��_�`v A• I ' ' r"-�'!p o No.46Cf 1345 - 22. �,.p c o �Q IFS -TO G ti R , AL oCB/FND _ r x / 'o.==: O O - ? LOCUS MAP n - o•�5.2 �o -.:_ ` � SCALE. 1 � '009 moo- 00-2o3 STi1l.l.'R l !�AT� r ............. < -j p STOP \ \\ \ fC \ \ S ' SOP OF-WALL 1 / CONSULTANT S RE4 `J GENERAL NOTES : . 1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED WORK AT LOCUS fix:::::::: ' .. o 3} Order of Conditions Expires: 9 5 2015 B / ::::-::: ::. > .: : ;:: :::;::::. :. ...... . .4 i r 1 ` tYf _ _ 2.) LOCUS AREA IS COMPRISED OF: P / /�. w r :..' �_ ;::'::c_:;.,:.:_::;::; c:::;:;::;'::::: :=:::::: .'::.. r 1 AM 225 Pd 027 001 CONSULTANT .. .. �..99.:, .,:_ . . . . .: :. :a4� R. WALKER do T. WALKER ASSESSORS MAP 225 PARCEL 020 ..... . ::'::::::;:.::::::::..:.;.`sCJ-::.::::-:::`._'::: .:::'::;::: 75::':::: :'::'::: '::�:::::::::-_ ll \ BLUE HERON REALTY TRUST TES: / o ::._::::.:_::.: ' -: t 1 DEED BOOK 10185 PAGE 227 CAMPBEtL TO PANE) ONSERVAT! N NO w �- \ ...... :.-:::=: : ::::_-:; :: -=:;1:::: .. 11 . 1 / LOT 14 A. ...... `\ LOT B - PLAN BOOK 159 PAGE 123 �.. 1 DEED BOOK 3843 PAGE 342 UNTIL FORMS A & B ALONG WITH REQUIRED a o ::::::'::::':::::::::.::.':: ::�:. .....: . :.:':::::a. . ::::: .:::.::::::':::::: ::::.: ::. .:; \ , 1. NO WORK IS TO BE DONE / r .., \ S /. .... ... �.... ............ �'' c + LOT 12 - PLAN BOOK 64 PAGE 23 o- 4 �, &7 :.?: �y :::.:.p�` .: ::.� :::; ' 1 +44' \ 1 143 INWOOD AVENUE PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. +� `', ••. ._ �'.,.: ,. �' ",:'..��:::�:�=:�:-:: ::�:�:::. -'.... �:�`�r: �.'�:':•'::::.�:.. �....... 1 �n / f 4 12. •:T\,:...;_ , S ..... \ : 1 APPUCANi: M6 CAPE TRUST F WORK SHALL CONSIST OF HAYBAI-ES AND SILT FENCING ,. •- : _: :_`: :::::::.. .::. .. . . :.::::::...:..:::.' t::_: \ o` 1 0 2. LIMIT 0 OR / �? � � \.. ' ... _f ANW.I�MfOVE-::::::.�' � \,� / p. % SCS FINANCIAL SERVICES, LLC TO BE MAINTAIN® IN GOOD REPAIR UNTIL COMPLETION OF PR0.1ECT: o r 2 . : :.: _: Q ::_ 1 1 1 =, ,- - -. -••• - _ � :�: . ' - .... . �,...::....:•.:. ..... ::; N \ ONE WINTHROP SQUARE PREPARED FOR FOUNDATION PLAN SHALL BE DELIVERED TO THE au �+ t •::::::::::;;•C :::::: ::: ::. 1 h \ 9 BOSTON, MA 02110 3 A COPY OF THE AS \ _ / CONSERVATION COMMISSION. z \ \,_ : :. ::.: :: + t 1 y LINE BEARING DISTANCE < i hV ; .. :::.. :;;_::-:;:.:: ::'::.-.: ::::::.t.. ................ \ o = M� CapeTrust w , ,, r c�t \ .::.:._.•:... �:.................. } 1 a, \ \ / o 1' 3.) PROJECT BENCHMARK: ROD SET E LEV. 9.78 (NGVD29) L1 S 72 47 30 E 11.50 a. 01 ,: .; :..... ....................... 0 DRIP TRENCHES. Q �SpEL_G�E SEP i} iK:.:: .':: gL 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY wEILS R N 47 46'30" W 12.69 / o �"Q o c�, J t 4 -:. .::.....:::::::::':::::::::. :::::._.. t:•:;-;E:':::;•:::..'.t: \ ,� F / �� + t2v� �' :::.:.::: ' \ N 9l BENCHMARK ESTABLISHED BY LEICA RX 1250 TC GPS SCS Financial Services, LLC L3 S 29V2'20" W 20.29' r i`i vy 0 ?Qy \ ` -: na 3:: ::::�::::�. : :... B. SH \ • G o F es r3 \\ :}..'+ ' , . �J RTx - CONVERTED TO NGVD29 USING CORPSON 6 SOFTWARE One Winthrop Square 5. A MITIGATION PLANTING PLAN SHALL BE PREPARED IN CONSULTATION WITH L4 s 73'S3'o5` W 27.09' r ,� o - - 2 q 0 1 : . «'.: :::: :�: , + 9y,F� CONSERVATION COMMISSION STAFF. L5 S 52ti0'20" E 14.78' r to.5 PROPOSED SP��1� 4•) ZONING INFORMATION Boston,, MA 02110 6. ALL MATERIALS FROM HOUSE DEMOLITION AND REMODELING SHALL BE HAULED 15> ' 9/ 08 + + _--1\ �`�, 'J \ ' , r� r r \ EQUIPM T'VAULT OFF SITE AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS. �- ,' 9 ( LANDSCAPE ZONING DISTRICT : RD-1 (Residential) / •o + `� `i'. l `\: `�\ / o TECTURAL PLAN CURRENT MINIMUM ZONING REQUIREMENTS: 7. POOL DISINFECTION SHALL BE BY A NON-CHLORINE METHOD. �, +r + \+ ��\. r o OR DETAILS / x r+ + + + +_ >> - `; \ _ / ) MIN. LOT AREA = 43,560 S.F. + + r MIN. LOT FRONTAGE = 20 8. AS-BUILT LOCATION OF POOL DRAW DOWN LEACH PIT SHALL BE FORWARDED / 31 .�, + +, +' 1 z _ o:o\\ r �� '\ ` J , TO THE CONSERVATION COMMISSION, BY THE POOL CONTRACTOR. 13.7 , ��. +x 1 = `� a I + + + qti - O t 2 \ `- AM 225 - Pd 027-003 MIN. LOT WIDTH = 125' \ - x 7 i �++ + +t T�� + ��i A \yob �'~ 0 > x :' _., t ¢8\\ \ �\ \\ Q N/F BLUE HERON TRUST FRONT YARD = 30' SIDE & REAR YARD = 10' / 10' ,� + +t + + t + �, • y0 ONE 11. \ \\ 1 6/ FIRS PARCEL DEED BOOK 3843 PAGE 342 OVERLAY DISTRICT: AP (AQUIFER 'PROTECTION) F \ �\ x 9'' \+ ++ ++ �,�+t T�\IE+ �tiN - \ ` t ,�T 0 1\ \\` 1\ `moo PLAN BOOK 69 PAGE 101 r f\' \ :r S �A ) ` 0 5.) A TITLE SEARCH HAS NOT BEEN PERFONED FOR THIS SITE IF MEN WED AM 225 - Pd 017 r J ` o_5 + 1+ + EUZABETH A. UGUORI % \ f-1 x g , + ± �'t �`Q� \ , 3 TO BE NE ME 5 BE BY OT}�NECESSARY, A SEARCH HALL PERFORMI® LOT 2 \ + + ++ T ++ + Q + TP/GLACIAL SOIL T } PLAN BOOK 220 PAGE 37 1\ \ + + r / 6•) THE PROPERTY LINE iNFORMLON AT SHOWN IS BUSED ON CURRENT AVA�E RECORD PLAN BOOK 523 PAGE 47 / `, % ,� :: + + +1 --+� ' + _.`�F ;POOL � \ INFORMATION CONSISTING OF PLANS AND DEEDS. 95 KEARSARGE AVENUE \\ WF CD 1 A rr x 8.5 �� + + 11�+ � ' _P� .. SA€I TY / ....... .� % ' �\ l\\ 7.) THE EXI5iiNG FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FED $!1 \ �\ - r \\\ + + + + •� \\ \\ \` 1 \ / SURVEY PERFORMED BY BAXTER NYE MMEFJTINiG & SURVEYM ON MAY 21 & 23, 2012. C4 1 \� CB-DH/F�vq � LINT OF WORK,F ANON ' n � - + +\\ \' 14.2 i\ \ ` 1 s.2 ` i + + \ 9. 1 8J LOCATION OF ADJACENT STRUCTURES AND TOPOGRAPHY TAKEN FROM TOWN OF WF CD12A BARNSTABLE GIS\ I \� `\ \ x 9.0 ----------- X 'J i'/'' \`\ \\\ \\\ \\ ` \ 1\ O a ' 10.1�. `\\ \\ 1 + + + �\ \ \ ,y � POOL E(UiPAIENT ® ? +`\ + xz PAD VA7H FENCE 9.) COMMUNITY PANE. NUMBER: 250001 0008D --------- -� ; ' `\ �, \� +`./ `\\`\\ \`\ \:\ THE FLOOD INSURANCE RATE MAP DERNES THIS AREA AS ZONES C, B, A13 (EL 12) AND V16 (EL 15) ,' x 6.2 1 / , ,' / \ \ \ \, \ � `� S`Tq�/ X 9. ,� G-- �x 8.�\ \ `\ \ r `l OF\WOR!( \ n CO 10. L.• AM 225 - Pd 019 `� ,, •'=� f i i i •� \\ ` ti r �\ y ONE A13 Nk •SiTE IS NOT WITHIN AN AC.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). w C- LUCINDA REED SANDERS �� .3 ___-_-- ---' ,, r r / x 10.5 r . \ -\ A r 2Q �Q1 i LOT 10 PBOOK 64 PAGE 23 �r �`� \` /'� p�rr j i �\ �` �FMAf3\225/ ARCEL�020 ) s 2� • SITE IS PARTIALLY WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WIDUFE PER 1- Co 101 KsoARSARGE AVENUE x - i __ \ __ __ i r / ,'�\� '�\ 8.9 `\ `\D®R`A'J. PANE X - NHESP MAP OCTOBER 1, 2010 TSTIMATED HABITATS OF RATE WILDLIFE' ` P - - --_ ___ ' / `` PLAN\BOOKO 59 PAGE 123r' THE PROPOSED WORK DOES USE WITH THE MA WETLANDS WITHIN THIS HABITAT PROTECTION ACT 310 CMpi 10 ' (� Q \ 4VF CD 3A (x 10.4 / ( )• 4" ly 1 / i �\ { \'`\ 9d.KEA�SARGE AVENUE / U W TOTAL\ L�tJ J /o O �' �' •� \ UPD/AREA - / SITE S PARTIALLY WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1 2010 x 8• \`� \\ \ \\`\\ \'`\� \\\ 4167311 Sq. Feet ` / 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE O x 12. E \ 1.0` ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10). THE PROPOSED WORK DOES Y .5; I \ o----__ __---J / �_ �'� j \ `\ / I NOT FALL WITHIN THIS HABITAT- °- 0.0 WF CD I - �3y� `\ __ _ \\ •SITE IS NOT WITHIN A STATE APPROVED ZONE 9 Q?OUNID WATER RECHARGE PROTECTION AREA, W t'JF CD��9 ,FND / •SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2010 Y! o z ` oo x 7.2 X /' �,�' t/�CD \�\'\ �_ _ ✓ CB/FND i "CERTIFIED VERNAL. POOLS." 0 WF CD 1 > _ _ ' / 1 �� 1�M'--- \ GtiF�\. __ �- _ --- '� •SiTE IS NOT WITHIN A ZONE OF CQNTREUTiON TO A SALTWATER ESTUARY (BOH 360-45). � •WETLAND DELINEATION BY DONALD SCHAU, PX& FgUj z boo t\ k�\1b-Z\ �ViF-q 5A 11.) UTILITY INFORMATION SHOWN HEREIN: \x3 o fi •� �� \` VVF CD 7A �� 0 • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UNITY COMPANIES TO LOCATE o � N n � ALL E7OSTWG UTILITIES, AT LEAST 72 HOURS PRIME TO THE START OF CONSTRUCTION. THE LOCATION OF 5.3 �`\ rr \ \ \,\ DWING UNDERGROUND WF CD 6A INURE UTILITIES, COMM AND LINES ARE SHOWN IN AN APPROXNWQE m D WAY ONLY, MAY NOT BE LIt1ITED.TO THOSE SHOWN HEREON AND HAVE �I RESEA CHED BASED ON THE I AVAILABLE UTILITY x 7.5 @ENCHMARK A� x 9.6 , . < ' `\ � `\ `• `\ \ \\ ( � � ROD SET \ .� / / NO HEREON. THE OONLRACTOft AGREES TO BE FULLY RESPONSIBLE FOR N 0° \ \ �� o •\ t `-----` 9.78' -- / ANY AND ALL. AAMAGES WHICH MIGHT BE OCCASIONED BY THE CONiRAMOR'S FAILURE 10 LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY IF HELD CONDITIONS OFFERS FROM FLAN FORMATION, THE `\\ ��� •\\ \�� NCVE129 ,� X 3 CONTRACTOR SWILL NOTIFY THE EWNELR NAWTELY FOR POSSIBLE REDE%K z � �� � ' SHEET TITLE \� \`• "1' 1' -- \ I • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM TOWN OF BARNSTABL.E AS-BUILT . 2 ,w �l ;g , x7.7 ,� '` AM 225 - Pd 024 CARD J95316 PREPARED BY HICKEY CONSTRUCTION CO., INC., DATED 3/7/97. ®SIC@ Of Intent �,fetlandS �\ 0 Q O as) y ` ` �.' / .4 '' MARGARET RISK CAMPBELL. s13 (ELl\`\ -O AM 225 - Pd 023 / / ;J 1985 TRUST • TOWN WATER SERVK2; SHOWN ON THIS PLAN FROM C-O-MM WATER DEPARTMENT SKETCH C-M7, `��1 \\ 'vF \\ �,' ,��L uWAN C. W00, TR. ./ PLAN BOOKT6 PAGE 23 I SERVICE DATE 916196. 14 �e�n'�t Septic Plan PLAN BOOK 64 RAGE 23 . a \ \ LOT 13 , � \\ �� ,� \\ ;i \ "� x .1 207 KEARSARGE AVENUE N �' °B �\ �\ \ �' 'J 6' �' 205 JACKSON AVENUE ' GAS MAW AND SERVICE LINE IS APPROXIWATE PER NATIONAL GRID SKETCH AND GAS , P METER LOCATED DURING SURVEY: SHEET NO \\vJF CD 3 `\\ / o° / • ELECTRIC LINE SHOWN ON THIS PLAN PER NSTAR MAP DATED MAY 22, 2012 INDICATING x 3.1 `\ \ x 7 / �� // o Z T 9 cF o \ \o `\\ \o PRIVATE UNDERGROUND SERVICE: ELECTRIC METER WAS FlE1D LOCATED BY THIS OFFICE 0 4 ` \\ \\ \\ \\ \\ va / • man PER EMAIL CORRESPONDENCE FROM VERIZON, THERE S NO CONDUIT 1N LOCUS AREA D A T E : 08/03/2012 (sue x \ \ \ \ \ \ \X12,9 »- SALE IN FEET \ \ SCALE : 1 20 0 0 \ \ `\ VJF CD 4 X 6 DRAWN/DESIGN BY: UM CHECKED BY: USE o J O B N O: 2012-028 C A D D F I L E: 2012-028NOL a:4 \ / D � �`.,\ RELOCA1f�ElErCiRIC SERNCE AM 225 - Pcl 021 \ `Q -_o /FN°\.. ```� LILLIAN C. WOO, REALTY TRUST LAWN LOT A / / \ ►_ •,� s'`�' �.`,, RELOCATED WER SERVICE UNRECORDED PLAN — — — — — — — —— —J \o -�. '``� -\_ PARTIALLY SHOWN: PLAN BOOK 159 PAGE 123 r . '\_ ,�\ 80 KEARSARGE AVENUE / 4p on,00, — — — — —-1 IsA--�_ -- s llc / / SHUT OF \': p //��//�� BUFFER ZONE � 1 G�4�S UT OFFS r....... 1 .j •.� • � 'y.:::::::: c-l'- ``_�-' _GE1aEB 1CT4R`•`�.,, / •' STATE COASTAL BANK p �( ���\ \ RUSH BLE OCEVFND ................. .................. p) ti 4 LAWN - ................................ Q: •� % ' .......................... ......................::::::::::::::::.. ......................... t 1 e-- t , _ r- / t 0 1 LAJ , 1 1 ARBOR 1 , \ _ -}4 ,. :::.•�:::: :::':. '......:' ( ' U AM 225 - Pci 027-001 \ HEDGES , :' ,' . 3' / R. WALKER do T. WALKER Q rn k \ :::::::... . . . f / ....... ...... .........:::::::: ::::::`::..::: ':::: ::;i :c o / BLUE HERON REALTY TRUST ::. :::::::::::::::::::::::. ::::::::::::: ' O i LOT 14 ly TO �t :; ;•::':::.:. �'':::':•:':::::;•:::': '� . -::::' ::' -:::'�'::::�:::::r':•::" `, �� DEED BOOK 3843 PAGE 342 o 3 OR l � � O� ......... ..::::.�::.:.�::::•:.::.;:••::::::::::•.: .......: / 143 INWOOD AVENUE 4, rS \� :•::':T:'::•i::ifi'::ii...•...:::::' : :.y,;�'�.�`:i:•::•:'r'':.'c:i:i•::':iS': ; p`p 3 / .................. .. 0. ...... .. o ....................... . ...... .... cis 1 O0 � y LINE BEARING DISTANCE \ �/�00 �: •\ `t500 GAL. SEPTIC1\ ' L1 S 72'47'30" E 11.50' Bi�USH ( , <7 y L2 N 47-46'30" w 12.69' tom, L3 S 29'02'20" W 20.29' o C,3�, 73'53'05" w 27.09' L4 S �(i/ L5 S 52'00'20" E 14.78' �''` 1 t , \ Dc�. Ar 7/ \ � co WF E0k 1' ,w /y ti ` 1 LAWN 1 tiOSC 'STONES cqo• PATIO STONE \, STEPSIN, AM 225 Pcl 017 •• \ ,. \ �v cF0 ELIZABETH A. LIGUORI /`\ WF EO1 -2_ Q AM 225 - Pd 027-003 LOT 2 \ TP GLACIAL SOIL Q- r \ 0 ,/ .:.' % BLUE HERON TRUST PLAN BOOK 220 PAGE 37 = \ PLAN BOOK 523 PAGE 47 ` \` \i : FIRST / . WF CD 1 A /; �OL 3 WF EOL 4 ��° \ \ / 95 KEARSARGE AVENUE DEED BOOK 384 A 342 • , : �` OK 3 P / \•\\• `, :' \��\ \` `ti `\`�`. `` ` PARCEL BOOK 69 PAGE 101 �t ` Fl - y lb ev DH h / , o AM 225 - Pcl 019 -r„ LUCINDA REED SANDERS E E LOT 10 �' 'LOT % PLAN BOOK 64 PAGE 23 o /% �. '\\ PLAN `6Q AVENUE 3 101 KEARSARGE AVENUE /P!! : ,----' '--- -� WF CD 3A\ 90`�CElt�2SARGE 1A�: i • . 1° \ ~'`,ti a1°�\. �\SO• TOTAL\yJPL\A ND AREA / /gyp:•,� o ;, I � �q• o°I° rye' ti \ \.B ; / I I -'-8--' E: ti '�` \\\ / `\ `,G 4167 Sd:. et ! C6 \19 • OG\ � W/M , ,��, �° `\ .`\ -�-----7 f/1Q': i � F- �`•\` ``\��V �° ``_tip``_ \\ \_, �,►r' t. 'It !^ i) P-. `'. -�: / WF CD 6 A ,BENCHMARK `AT ROD SET , \ - r \ 9 78' �•�.�.1 1 ;4 d, ,;fQ, 1., , �iA .r:. t .r'ri , ✓'M• t 1 f,�--i=,•r,�'7�h�; � ,.; I i tf,, i�.l •,I .I . 1 ,,'1.r,t� ', ',� !' , '�i , ,. � � - � - \` \` N6' AM 225 - Pcl 024 MARGARET RISK CAMPBELL F� ZpH� s) \�; .•- 1985 TRUST \,413 (f` 0(,. `\ %^ `.\ .w- po AM 225 - Pcl 023 .• LOT 14 LILLIAN C. WOO TR. (£C�� '\ \��` %r' e�• LOT 13 /r PLAN BOOK 64 PAGE 23 64 PAGE 23 207 KEARSARGE AVENUE \ PLAN BOOK Oe \\\ ;�'-`'- 205 JACKSON AVENUE q S \- WF CD 3 .S WF 0 S \ / 4' /