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HomeMy WebLinkAbout0471 HUCKINS NECK ROAD - Health .-47`1 Huckina Neck Road Centerville P A = 233 049 �I No. 4210 1/3 ®RA .v Pendaflex' Arm 10% i ' VI 5 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION MAP 2.3 PARCEL ;��9•-4.�-,0 TITLE 5 LOT fl OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: / ~gp �Ro" Owner's Na Owner's Address: ( P'� :Date of Inspection: Name of Inspector: pleas print) a r4Q1-�j`f�4� � Company Name: Mailing Address: { Telephone Number: 7 7 /. 1-01 �•,�O . NEP CERTIPICATION STATEMENT ' I certify thattl 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 to P P systems.ms. I am a DEP g P Y approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority _ Fails Inspector's Signature: / Date: if 3q-J03' 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 tile DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ir ****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. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address. `� 7 Owne Date of Inspection:o0m4LY-11.bed .Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. ystem 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: ti 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. Answer yes,no or not determined(Y,N,ND) in the 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. ND explain: 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 obstruction is removed distribution box is leveled or replaced ND explain: 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 obstruction is removed ND explain: 2 Page 3 of I'] OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION'FORM PART A a C_ERTTIIFICATION(continued) Property Address: 7� rid /CZC�P ' .e4 Owner. ' Date of Inspection: Ply 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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: 3 f � 1 Page 4 of 1 l I OFFICIAL.INSPECTION FORM—NOT FOR.YOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART.A CERTIFICATION(continued) Property Address: .71 Owner. Date of Inspection: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to'each of the following for all inspections: Yes No/ W 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 t/ 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 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. 1/ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface / water supply. _ 1! Any portion of a cesspool or privy is within a Zone I 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 I00 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 coliform bacteria and volatile organic compounds . indicates that the well is free from pollution from that facility and th.epresence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria �l^� are triggered. A copy of the analysis must be attached to this form.) /-(/ (Yes/No)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• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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. 4 Page 5 of H OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEW AGE'DISPOSAL,SYSTEM INSPECTION`FORM F,< PART CII-ECKOST Property Address: 7 Owne ' Z� t- Date of Inspection: PR.�. 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? v 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) V, _ Was the facility or dwelling inspected for signs of sewage back up? V 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 tI baffles or tees,material of construction, dimensions,depth of liquid,depth.of sludge and depth of scum? Was.the facility owner(acid 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: Yes no -jZ/_ Existing information. For example,a plan.at the Board of Health. - V _ 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(3)(b)) 5 r Page 6 of 11 i OFFICIAL INSPECTION=FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAG '-DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1d Owner. Date of.Inspection: U FLOW CONDITIONS RESIDENTIAL` Number of bedrooms(design):,3 . Number of bedrooms(actual): 2D DESIGN flow based'-on 310 CMR 15.203 (for example: 11:0 gpd x#of bedrooms): Number of current residents: Does residence have.a garbage grinder(yes or no)' +- Is laundry on a separate sewage system (yes or no .[if yes separate inspection required] Laundry system inspected(yes or noW Seasonal use: (yes or no) Water meter readings, if available(last 2 years usage(gpd)):�l'1n019 0,, Sump pump(yes or noyzff -�/ Last date of occupan y) 4 L2/1C� COMMERCIAL/INDUSTRL,P - Type of establishment: Design flow(based on 310 CMR.15.203): gpd Basis of design-flow(seats%persons/sgft,ef . . ,c.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):— Non-sanitary waste discharged to the Title 5 system(yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as.Apart'ofth inspection(yes orno),d If yes, volume pumped:_ ;_gallons--How was qu tiafi typumped determined? Reason Torpumping: 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) —Tight tank _Attach,.a copy'of the DEP,approval —Other°(describe): r ximate age of all components,date installed(if known)and source of information We�esewage odors'detected when arriving.at the site(yes or no 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: f (y . Owne Date of Inspection: 0003 BUILDING SEWER(locate on site plan)ke-r Depth below grade: Materials of construction:_cast iron _40 PVC_other(explain): . Distance from private water supply well or suction liner"� '' Comments (on condition of joints, venting, evidence of leakage,etc.): SEPTIC TANK: V (locate on site plan) AI Depth below grade:0C Material of construction:_concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a.copy of certificate) Dimensions:J6• Sludge depth: Q Distance from top of sludge to bottom of outlet tee or baffler Scum thickness:_ Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum toAndatio f outlet tee or baffle: How were dimensions determine Comments(on pumping recomm , inlet and outlet tee or baffle condition,structural integrity, liquid levels related to outlet invert,evidence of leakag , etc.): -_7 ,�j r� GREASE TRAP locate on.site plan) %P" Depth below grade: 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: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): 7 Page 8 of I 1 OFFICIAL INSPECTION FORM.—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION:(continued) Property Address: Owne Date of Inspection: a(�o TIGHT or HOLDING Att(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/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX: present must be opened)(locate on site plan) Depth of liquid level above outlet invert 44V"� Comments(note if box is level and distribution to o�equal, any evidence of solids carryover, any evidence of kage into or out of box, c.): d PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): w Comments(note condition o ump climber, condition umps and p rtenances, etc.): 8 6 Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: (y�tp� Owner. Date of Inspection: Q :R SOIL ABSORPTION SYSTEM (SAS): locate on site plan,excavation not required) If SAS not located explain why: Type leaching.pits, number:_ leaching chambers, number: __�Z 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, CESSPOOLS; &(cesspool must be pumped as part of inspection)(locate on site plan) L 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 or no): . Comments(note condition of soil, signs of hydraulic failure,_level of ponding, condition of vegetation, etc.): PRIV�Y/g&(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.): i 9 1 l l 1 Page 10 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner._ ' - Date of Inspection: ( u SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. 7" o h) 391 7 10 " L Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR'VOLUNTARY Y ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM-INSPECTION FORM PART C SYSTEM INFORMATION (continued) .Property Address: Owne Date of Inspection: / 00) SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water ` 7 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: 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:. ®G! r2 11 Permit Number: Date:_ Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. :Owner. Address: Contractor: &/L7G/� j C�h -,address:_ Notes STEP 1 Measure depth to water table _ 11/� ' to nearest 1/10 ft. ......... J�/� ' Date 7` month/oaY/year i STEP 2 Using Water-Level Range Zone and,lndex WeN-Map-locate site and determine: OAppropriate index well..........................• �i`7 . Water-level range zone ...................". STEP 3 Using monthly report."Current Water Resources Conditions" determine current deoth to water level-for index well ...... wI�P�13 month/year C_E° Using Table of Water-level. for index well (STEP 2A), current depth i to water level for index.well (STEP 3)., 'and water-level'zone (STEP 2B) determine water-level 'ST FP S " Estimate depth to high'water by subtracting the water- -level adjustment (STEP 4) from"measured'de'pth to water level at site (STEP 1) .:....................................................... .. 7 ,y� Figure Q.--Reprc-ducible comput2tiori fore. I i TOWN OF BARNSTABLE f 7s=i6z� LOCATION T 7 "S �'eGk" /� SEWAGE# VILLAGE C ZLZ% 6 ASSESSOR'S MAP&LOT233-41y� r�DleJi`i UL S-89� INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPACITY 75�� LEACHING FACILITY:(type) '�'V4 2n!2g rFy.,r (size)J NO.OF BEDROOMS_ BUILDER OR OWNER su�fH7 GAS f PERMITDATE: 7/2�0/9S COMPLIANCE DATE: f Separation Distance Between the: Feet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by 9 �k I C C g �►ik � c. 3 A3 No. 1.5 //0 27 ` ` FEE S THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS kjapfiration for Pi yosaf,,Sgst.em Tonstrurtion Permit Application is hereby made for a Permit to Construct( ) ort p ( n On-site Sewage Disposal System at: Location Address or Lot No. wner's Name,Address and Tel.No. 1-.)O 1U S 0 ran dV1 C Installer's Name,A dress,and Tel.No. Designer's Name,Address and Tel.No. mciutslv-s rK101- M6 L08— 9?A6 /V1 a,r Z Type of Building: �y Dwelling No. of Bedrooms " Garbage Grinder(�p Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1 1 0 gallons per day. Calculated daily flow ? gallons. Plan Date 7-16— S Number of sheets Revisions Date Title ropg,- 4JRAJ Description of Soil s ' Nature of Repairs or Alterations(Answer when applicable); 'Y Se I �OC7 iG Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and riot to place the system in operation until a Certificate of Compliance has beenyi` ue by thi BoSo of Health. Signed Date Application Approved Date Application Disapproved for the following reasons Permit No. Date Issued 4 No. ! -1(p+� ! s{ a f FEE TTHE COMMONW A TH OF-MASSACHUSETTS - J��V► C �Q --, MASSACHUSETTS - AppXtratton for Disposal o*gs#ent Constrnrtton jhrntit .. Application is hereby made for a Permit to Construct( ) o Ply—) an On-site Sewage Disposal System at: Location Address or Lot No. /� ,• wner's Name,Address and Tel.No. l(. U�M IM r(S 971 N04441S Ned< RD q;' �c�,,S , R� c4 14ilef- v,y I-e- 3C.a as S Li Installer's Name,A dress,and Tel.No. Designer's Name,Address and'[el.No. e' AA i3�-` c c (6'L#0OC Jil�7 Type of Building: Dwelling No. of Bedrooms 3 Garbage Grinder(N P Other Type of Building No. per Persons Showers( ) Cafeteria( ) 'Other Fixtures ^� Design Flow f gallons per day. Calculated daily flow J 3 gallons. Plan Date .� Number of sheets ( Revision Date Title roNS.r� A uT 1^ yt Description of Soil Nature of Repairs or Alterations(Answef-Aen applicable) 5 n( 94"' 1 S-OU ���]iC cX�C) /�vr GA.4MW✓' 1�� lea :,. C ,h�i I� �a w 4/' 1&-�-e Sad,-s-t 1� n.Js— 'u A P/A4,c,�� -! Date last inspected- Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code,and not to place the system in operation until a Certificate of Compliance has been ' sue by thi Boa d of Health. Signed, Date Application Approved b� y /�ir'..." Date 7 a Application Disapproved for the following reasons Permit No. I A? Date Issued . ..._THEE COMMONWEIA TH OF MASSACHUSETTS 1J0-4 h S�`�1��f' MASSACHUSETTS @ter#t�trr�#.e of C�ont�Itttnre THIS IS TO CERTIFY, that the On-sjt� Sewage Disposal System installed( ) or r d�/replaced ( ) on ' by 1 A t-0 COW I C'cl� for hy N Su✓►� !S 'r at L/71 Auc4eri4S A R ra `� It been constructed in accordance with the provisions of Title 5 and the for Disposal'System Construction Permit No. Z dated Use of this system is conditioned on compliance with the provisions set forth below: The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This Certificate expires on `^�► - DATE C?I/d n 7�i Of / 1�7 Inspecto ! t 33 0/ � THE COMMONWEALTH OF MASSACHUSETTS No. 16 7 l (wO'ckk , MASSACHUSETTS FEE Vispveial ,�bps#em Tons#rur#ton 1erutt# Permission is hereb granted to to construct( ) or epai ( )an On-site Sewage System loca[egat -Y71 ►Jvckrt4s No R� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. �� DATE _ —7h f0/_91 5 Approved by FORM 1255 Re,3/95 A.M.SULKIN CO.-BOSTON,MA TOWN OF BARNSTABLE LOCATION �17 #Zl i n S 'Vey � SEWAGE #VILLAGE C2a i^rlle ASSESSOR'S MAP & LOTZ3370qt; INSTALLER'S NAME&PHONE NO. kIP olyi qZ F gy2!t-l'o SEPTIC TANK CAPACITY LEACHING FACILITY: (type) f 9"/ 75l,o' �O�' (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 71"ASr COMPLIANCE DATE: -Z 7" Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 7,8S JA h N b V C 1 L a � � t0 u f3 Ab W W ANnLEVEBcK ABOVE ==7a=CC=C:C7d=-==_=CCF{ _ H � Ab r--------trj Ab y — --- EGUAL Ed1AL —EXISTING J_c AM L` a s Alm COLVgpW$JPPORTS 1 � I � TO REMAIN fABOVFJ Q`I` 1 , E%15nN6 RU.L HEI6NT g_________________ FmV WA�LL5 REMP/E BXI5rT1W WALL MID STAH1 RE.THE WI1N CUT T1% IN LL���JJJ NEW FRAMIIE 10'TREADS TO LEVEL WALL ', RISERS fi1I�IEI.AND HANDRAIL TO LEVEL OF SLAB REMOVE EXISTING CHIMNEY ISnN6 GONG. - � �_____ ro LEVEL OF SLAB(FRAME FROST WALLS (2)2X6 �� AND PAT FLOOR A$NEEDED) TO REMAIN A I _____ %ISnN6 CELLAR 5A-H Ab NEW 3 U2'VIA.51L. caL.aN 3Ox3Oxl coNc. xlsnrNG 2X6 RooR FOOTING(CM/REMOVE - ' A '0 E 55UMED E%ISrI SLAB \ J01�O REMAIN NEEDED)TO r XIST.MECHANICAL POINT SLAB TO BOTTOM OF E405T.Lo15n1) 2X6 FLOOR J015T5 - EXISTING GI ANIL TV T NAILEDro T Ex15T5 7xb FLOOR UP 6 5ER5 YlI5T5 . W IFIEXGAVATED� -__ i cqo Lmc pub ' _o�U<oL- _eoy v -- DRILL�4 REBAR 4"INTO E%.GONG. _ ayc5 c� •, W 511 I�FOOTI�O,IbG O�LTVE�Rr� � �cecQ� (L 2X8(FLU5NUBEAM LOYU v NEW 3 1/2'DIA.$TL. TO PROJECT 12'MIN.INTO NEW GONG. e T d�a^ ._ . I 6Bt ON?,1g'%-36x12 GOlr. ___ ___ ___ ___ - m - r Foc,ASW`E lyml/REMOVE WALLi FOOTING ~ EEE w _' ASSMED %ISTING SLAB e m^ + `y AS NEEDED)TO SAPORT -'-^i000g' (2)2XB IFLIfi1UBEAM BdLOH) 101ML FROM ABOVE ___ __F___ ___ __ ___ ___ mc�:� ---a. B'GMl FROST WALL ON 20'%11' P-a c' o F - c o Sj CON (I EICONCRETEFOOTING :rah._FE:o m5 oX J 2'd'CRAWL$PAGE W/KEY BEIGM OF WALL i0 8E BASED ON E _ - I ACCESS 1 P T.2X4 GRADE CoNmInONS;4'-0'MIN.F FIN. <m- - - m N'FY13 I/2'VIA.$1L WgLL FRIN6 GRADE i0 BOTTOM OF FOOTING) G0..IN 30X:0x1 LONG. �j V FSSI)ME lEUT/REMOVE o o' WALL/DEMO L A` ASSUMED EXISTI SLAB4.-." uJ LL A� AS NEEDED)TO T 2 EXISTING WALLS AND ITEMS TO POIM LOAp ABOVE; FROST Al L5 e c® 8E REMOVED U VJ O REMAI ry tE%�15nNGq]. L_� EXIST%-1-5 }i C ______ _________I^@�_'EJ_I{5r57________________. Q NEW WALLS .O W ru ___i_ DECK X15T5 41 Z v) Cu _________ - Ib'OC.(PROVIDE PT. N tV 2X5 LEDGERS AS NEEDED) C - LZ U !r 4'n11GK LMU ON EXI5T. O FOOTINGS UP TO GRADE 5TEVEL iVENE RRRT 4' 2 FOUNDATION PLAN E �C Cl � 5CALE. 1/4' ���}IW O V U- - job no. : date MARCH O8,20& scale AS NOTED drawn 1cMw rev. rev. 0 A_ 1 h ISSUED FOR CONSTRUCTION snt: I of 10 bs so 0 A � ��a V CSC �Y I ar • A 214' EOJAL EWAL ELVAL EOUAL N F-10 7/8' tD V 8 �6n Ab Ex12 4x4 POSTS .— (313BM.i0 REMAIN i ===g--------__ _ _==== _ _____ ____� V/W m on ,{ H — ox ox 1 ? 7 ^ +- ry Ab n E%15TIN6 STAIR FRAMINS G u TO REMAIN;NEW DECKING A6 O .....................i AND RAILING SYSTEM -- - I b I ..._-_ d V - I0 MAN.DEW" ' ON P.T.FRAME V J V a) ----.T--:t EXI5TIN65TRUCI1RAL (Q BEAM5 TO REMAIN (ABOVEI -- --- - YEr_ `; BAR'::' ' :�•::� I :...-.-.-i'-'i"' , EMOVE EXISTING fiHiH4EY ___________ ___ i PORGH 'r^ TO LEVEL OF SLAB(FRAME _ J D*0 C:1 AND PATCH FLOOR AS - 5/B'F.L.GYP.30. � NEEOEDI ; j AT CEILING AND HOVSE WALL(ttP) , z c , „ , 64X6 O. a q ..__.__---._-_..__.__.-..--._::I EGVAL AL ° 4" SLOP o.H D�BY ' �:,i ' ' ' i CLOPAY(OR SIMILAR) A6 LLDx-3353 ENTRY m 2.9 3/4 x 4-5 3/ .....--"---...._.-.._----------.._-------H _._..._.. -- - HALL REMOVE EXISTING 5TAIRWAY AND DOOR;REPLACE WITN in b 10 EXISTING STAIRS TO NEW FLOOR5TAIR5 W NEW DAL BE REPLACED PV ALL NEWEL P05T5,1 HANDRAIL PLG011-3353 m NEW MATERIAL ______n ----- 1 2-9 4 x as 3/4 BEDROOM I wi Rs GARAGE b 10' 4-5I/2' FIRE CODE DOOR _ -. -.-. - - ............... a�'o e.c ec m°'ym , cm u 0 TOP OF EXIST. ' SEAT, 4-0 CARRIAGE - _ - FOUND.WALL S-0Xb- SLIDER tt .H AIZ ' BATH' aovA°r(oa°s°OnLa -0Xb-H SLIDER ry 1 A.• _ _ _ � 1 c I , PORCH ~� — = i m';cc s� X4 MAH.DECKING N t_ _____ a � ON P.T.FRAME It PLCDH-333/4 x 4 24 5 3/4 0 _ �rOP OF EXISTING O C y (n BEDROOM 2 3.O =a Eo., F�"D'NALL ovEATw-�(Aeovel, '----------- ------ ----------- A`l • BJILT-IN DE5K5HELVE9 I V /Au11 -� ... �(DESIGN BY OTTERS) //a1S/�Qy� C W V OFFICE -o "R3C Z : w „ w FF�' PLAN NOTES c �x nx L m n S TO BE 2X45 a VOL.WALL/DEMOOTETIER M,4'?NICK CNU(a-� _______ TN POCKET pOOR$TOWALLS AND ITEMS TO (TYPICAU N O BE REMOVED Q ENLT4N E%IST.FOOTING TO S)PPORi _ %TERIOR 7R5 BY FELLA' LLSTONE VENEER �nry - EXISTING W41L5 TO LgIITS(REFER To ELEVATIONS Q aREMAIN LLE PATTERNS) T -FRONT AND GARAGE ENTRY DOORS NEW WALL$ BY 51M1PSoN. C L _ DEMO NOTES -REFER TO ELEVATIONS FOR WINVcM Q V R 0.TEKallTS ABC,E SUBFLOGR .AND GRILLE LL PATTERNS 4'-b I/4' 3'-5 3/4' 3'-5 3/4• 4'-0 I/a' EMAL EDJAL EOUAL T'-0' EXISTING OA5iW WINDOI•G a WALLS EOJAL TO BE REMOVED AND PATCHED AS job no. o53a NEEDED OR REPLACED AS NOTED. Ib'-0' date MARCH 06.200b scale AS NOTED drawn Knl rev. 1 F I R 5 T FLOOR PLAN rev. EXISTING HOUSE v Ip41 SO.FT. PROPOSED ADDITION 41 SO FT + I SCALE. I/4' v I-O' nTOTAL=1,054 5p.FT. A-2 0 ISSUED FOR CONSTRUCTION sht: 2 Of 10 � E o � ro 'V � na A Ap EX TINS E%ISTING EXISTING )ti S E t 2'-0' EQUAL EQUAL EQIAL BGUAL EMAL EMAIL B Ab 2'_a' ON�`^'m I EXISTING STAIR FRAMING m(Tm TO REMAIN:NEW ►t7 od AND RAILING SYSTEFrEM �yW,� 1�•1 � n DECK ' o gx l44 d I Ixa MAN.DECKIN �m d ON P.T.FRAME Q �4 u f IX4 MAH.DECKIN6 ON U Ab CANTILEVERED P.T.2X65 O c / B 16'OL. - + \ a 12'� la la' DE K b q Fil V J t� F `--'+2.GABLE WA4 REMOVE E%ISTIIIG CHIMNEY i0 LEVEL OF 5II,',AABB MRAIE -0 I/2 2'-0 I/2' n 3' O -_"-' AND PATCH FLOOK AS NOOK „NEEDED) 2 P ,• ,r r - m I ____________________ _________________ r a LL6.LINE ABOVE 2-FS/4 X -1(ABOVE " 3-II 4/4 3/4 r in FIRED I.ETAL FIR FIREPLACE W/F1.15H • .,r „!EARTH � _� _ - .• �g}F___ _ ____ T m gg,, rr r - - Ila c • rr , m „ ' "'°" PLcnw-3s2s AeavE� „ LIVING' I" -- -- =------ 3-I)3/4 X 2-1 3/4 A M5TR.BEDRM. 14'_8 V2'r/- 5•_I• __ --------- N6 STAIRS TO BE RE -6 y4 BE REPLACED Y(/ALL PO`r POCKET \ PLGDH-295T - OF RIDbE NEW MATERIAL, I � 2-5 3/4 x 4-9 3/4 Il axB-O G o. - „ -__„______ ________ __ _ •. WIG. __ a rm , i! ff _r fl _ i ________ ___________� _ --S_ -a_�m-:aye X cUa 861off` r m ' -_--_-- ' - B'-bv2• I•_3•,,?'t✓iSTRTBATH. - m; r^ TOFOOTINb(PRWIp� m ms ou m_^^�>-ea�m� I BLOCKING,AS-AEEDEm) - - �u r(T .9 ME �NFILDP�WD-WI p LINEN 4W T PN-3365 ___ _]f 9 % -5 - _ - DININGKITCHEN �um au n wl F La`m+m6� PLCOH-3365 !� -��— o m Q�n A l T n(nm , i f KITCHEN OE516M ^1 `^ BY OtHERS i� TW Q _+ W 9 4%5-534 j r2 FLLC-5 a/4 4) u Ai 4J Ztv ;^ „ VI ' Y it c " v L „ R x GENERAL PLAN NOTES A L.L �n V L L _________ __r_. ______ ____r_________ _ i -ALL WALLS TO o e"m Ib'OG. CC WALL/DEMO IWLE55 NOTEv onERwlsel � U � 0 WALLS AND I1EM5 ro -WALLS WITH POCKET DOORS TO FURED BASE n ^ < v _______. BE REMOVED 2X65(,PIC&) (n 7 E:BELOW -WINWWEXTERIOR DOORS BY'PELLA' 2 EXISTING WALL5 TO PROLINE UNITS(REFER TO ELEVATION$ 0� REMAIN FOR GRILLE PATTERNS) W omm onm i NEw WALLS -B�� N ARAbE ENTRY DOORS O DEMO NOTES REFER TO ELEVATIONS FOR WINDOW EQUAL dry EQUAL 6•-0• b'4• R.O NEIGNT5 ABOVE SLWLOOR Q U v � VWI AND GRILLE PATTERNS RE EXI5TING DASlED WINDOW$1 WALL5 16-0 EQJAL EQUAL DE TNEED PLAACED AS NOTEOS NO PATCHED A job no. 0539 date MARCH 08,2006 scale AS NOTED dram KMW S E C O N D F L O O R P L A N EXISTING H085E•104 SO.PT. I, rev. PROPOSED ADDITION=512 50 FT SCALE, 1/4' (EV. TOTAL a 1,4'16 50.FT. Q g A- 3 W ISSUED FOR CONSTRUCTION sht: 3 Of 10 $ o u aAb qq B G d Ab Ab t e ,e We m C2dSi ID Z 17 1] A.y OD o E / � § a �c u OVE FASCIArRA R KE / OVERHANG IXSAXD CORIERBOARD C \ , s So FLOOR FLOORcon fT0 MATCH ExISTJ Y 1 / , [V�J =� W.G.SHIN&LE5 FEARED WRGARNERS L _ FLARED (TO EXIST) �4ESECOND�OOR MATLN LAM. U FLCYIRORA Y u DECTIVE BRACKET - DECORATIVE BRACKET y^ w+ SI] O V ISTFLOOR 4'STONE VENEER ON V 4'TMCK CMU BASE/ _I 5HELF;OH.TO EXIST. -- FOOTIM V %4 M4;DG.DECKING SRST FLLbR_ ON P.T.FRAME fu 0*0 �1Jfi) D FRONT ELEVATION Ila 50ALE. I/4' 1'-0" 1] a Lint-Q�'v'mu�q3 Q4 ` --(=-� TYPICAL ELEVATION NOTES ROOF OF SHED ROOFING: TIMBERLINE R.TRA ASPHALT 12 r DORMER BEYON GAFD 'NT LES YU LONTINWUS RIDGE III 5117ING: WC.5HIN ES W/WEAVED LUSTON RAILINGS. CORNERS(4 I/O'EXP.V-) 4AA, ® \ BALUSTERS.AND POSTS LASING: 1X5 JAMBMEAD CASING.]X W(REFER TO DWG.C/At) PVC SILL('AZEK'ERAND OR SIMILAR) O v i UA DOORS: DOORS TO WIVE IXS JAMB/ IXb HEAD LASING ^1 -C CANTILEVERED BALCONY W W/DECORATIVE BRACKETS MAINNORMER RAKES: W�LOVE MOl DING O BELOW 2AR ON I%51B-RAKE ON IX BLOCKING j m SI,g FLOORA 10 (REFER TO DETAIL:5/A-10) ND FLOOR NEW lX MAN.OECKIN6 ` ,^ V) (i0 MATCH EXISiT ON EXIST.PECK FRAM—, MAIN CORNICE(TYPJ: I%'./IXB FASCIA(911LT,pUF) V/ NpT%B FASCIA/RAKE NEN P05T5 HANGFIAI W/ALUMI—ORIP EDGE; A N O/ERNAN6 *DO LODE NOW.,%ON O IX FRIEZE ON IX BLOCKING: '�r/ �/ (REFER TO DETAIL:11 5/A-10) Q CC Y `�1B FLOOR DORMER CORNICE I%5/iXB FASCIA U W W/AlLMINM GRIP EDGE; pELORATIVE ERALKEi (TO lHA.TLN EXIST IX FR Eff ANON IX BLOCKING; w Z O (REFER TO DETAIL:Z9,1 4/A-10) O �2 w WL.SHINGLES W/ FLARED SHINGLE LINE FkM 5%LTNEE9L SHINGLES W r, •O WEAVED CORNERS E 5UB FLppppR I%4 MAHpG.DECKING L FLARED EASE FIRS�LOOR ON P.T.FR A C QU US 00'TREAD5) T 1` At U w Ll AND(B)2m BM.EXISTING 4X4 POST 4'STGpE VENEER ON 4'THICK LM1 BASE/ NOG R0. 0539 SIEGE;DN.TO EXIST. EBB FWR FLOOR � date MARLN OB,2006 (EXISTING) Stale A5 NOTED drawn KMW rev. RIGHT ELEVATION re,, Q 5GALE: 1/4- = 1'-0' 0 A-4 "' ISSUED FOR CONSTRUCiIDN $m: a Of 10 uy1 V G R% N () a A fd Ab Ab Ab M 6 � r = 12 m _ D J to \ / A CUSTOM RAILINGS. , p E BALU$TFR5,AND P05T5 S FRCANTILEVERED BALCONY - t W/DECORATIVE BRACKETS BELOW Fml (FLOOR SECAFLOOR MF: IXSA6 CORNERBOARD V J (TO MATOX E%15T) NDN-ET T - NEW 1X4 MAH,pEGKING W RAKE ON ON I% ON EXIST.DECK FRAMING; BLCCKINS BPWNEWEL - ::::....._•'�: SUB FLOOR ............ m SECOND BOOR ................ ' -ffi0 H42TfExIST� � f0 DECORATIVE BRACKET Y-1_L.1 ... _ ........ _ _______ __________ NECT FLOOR�C ~' T ~ u f ' fON STVD51 wFIR T FLOOR _ V %ISTING _ � Wc.SHINGLES vY � O a7 MAXOG,DECKING ON P.T.FRAME FLARED BASE TREADS) (10• -- FFR 4•STONE VENEER ON _ �ppR 4'TNICK CM)BASE/ ii®FIkSi.Fy.00R Fcoll D.TO ExISi. IX4 VERTICAL MAN. XSTIN6-1 DEGKINS AT SIDES A�IRSPAGE I%B SKIRT AND(3)G XI) POST AND(B)2X6 BM. 0*0 REAR ELEVATION 't � SCALE: 1/4' a 1-0' A Ab m�u ohm- _EHw s^.3' — — TTPICAL ELEVATION NOTE5 ROOFING: GAF TIMBERLINE ULTRA ASP T 5HIN61-E5 W/CONTINLOU•RIDGEc- VENT. 50N6: W C.SHINGLES W/V�4VED ® ® CORNERS(4 D EXP.•, CASING: PV JVILL. AD cn RA,.2x ®® PJG SILL.(•AZEK•BRAID OR DOCR5: OLVR5 To NAVE I%5 JAMB/ }N I 1 A` IX6 READ CA51N u G YI A IiO MAIWDORNER RAKES: U°1A%6 RAKE(BUILTq ) O Lh i ON IX�SUB-RAKE ONNAI%OIBLOCKING (/) n, U 7 (REFER TO DETAIL:5/A-IO) c c MAIN CORNICE(TYP): MAX6 FA561A(WILT-OUT) (ON MVO P.T D W/ALUMINUM DRIP EDGE: O 6025 CODE NYAILOING ON IX FRIEZE ON IX BLOCKING: LIL-1 D (REFER TO DETAIL:I Is 5/A.10) V ME COND FLOOR DORMER CORNICE 1X511"FASCIA(g11LT-OUT) (V(/' O W/ALUMINUM DRIP EDGE; _ SUB FL�R �6025 COVE MOXVING ON < i I1 _ SE (X FRIEZE ON IX REFER i0 pE ABLOCKING:/A.101 "V W 1 NEW IXa MAN DECKING TO MATCH Ex15i ON EXIST.DECK FRAMING; _BASNE FLARED SHINGLE LINE FLAREp(&11LT-OJTI WL.SHINGLES YV (II NEW BALU5rER5.NEWEL G.SHINGLES W P0575,I HANDRAIL MARED CORE 1 BLOCKING A5 NEEOED = E%ISTIN6 4Xa POST ® 4'STONE VENEER ON Q L ANO(B)2xB BM. 4'THICK CMU BASE/ r+1 �FDN.TO EXIST. ^ C CANT,FLOOR DECORATIVE BRACKET Q��U w SUB FLOOR �_ FIRST FLOOR JOG R0. 0539 (E%)STING) date MARCH 08,2006 Scale A$NOTED dram KMW rev. s LEFT ELEVATION rev. m SCALE: I/4" I-O' - 5 A O m ISSUED FOR CONSTRUCTION SGt: 5 Of 10 GAF TIMBERLINE'LLTRA ROOP SNIN6LE5 LD%PLYWOOD RIDGE VENT GAP - vlos a Ib OL y U 12'-b 114' a f0 (2) 9/4 X T I/4'LVL WI0X26 STEEL BEAM - - NOR W(3)2%b POST W 2x12 RIDGE BOARD ON 2X NAILER N 2%55 a 16'O.G. BOLTED TO TOP OF FLANGE OF W 2Xb LL6.WISrS STEEL BEAM:(4/2x6 POST DOWN - TO LVL IEADER B fi)2XIO RAF TER5 l V (BEYOND) RIDGE VENT CA OVER 13/4"X II /B' 12 TOP OF VOL. / TOP OF Om' LVL RIDGE BO PLATE O DORMER �_ PLATE a FAMILY \ M r A (2) 3/4'X S Ih'LVL \ I F2)1 '%9 V4'LVL GAF TI@ERLI ULTRA I] TOP OF DBL. (2)1 /'X 2X4'LVL \ / W(2)13/4'% ROOLD RY 5 D 2XB5 a Ib',G. I— ��a SIrnNb /A'LVL S1RWT. 12 TER(BEYOND) 2%B GL6.JO15T5 2XI05 0 16'O.G. II D 2 16 LL6...p15 ff�� •Ib' L. O , + TOP b DEL. @I Gb.)AND - IR"GYP,BOARD , PLATE•FAMILY 10 a Ibb'OL. (2)1 3H'X 9 V4'LVL L'Ib E06E 1 CTR. ON IX9 6TRAPPI _ N I/2'GYP.BOARD 4 HDR ON(2)1 3/4'% BEADBOARD ON R-30 Fb.IlEi1L. p E ON 1X3 STRAPPI 9 I/4'LVL STRUGT. 2%b CLb.JOISTS S / R-30 F6.IN5ULAT RAFTER(BEYOND) SITTING D 5/4'T16 PLYWOOD y H 9 IrzT b 05 2XIO FLOOR JO15T5 A-p 3/4'TIb PLYWCr ib•OL WCONT. 2XI0 FLOOR.YJIS S ` 16' L.W 2%10 RIM JOIST 3/4'RI JOIST TOP OF Ei1B FLR. ---. 16.OL.W CONT. 2XIO RIM.IOIST 2XLS1011x RYYYbD BIIL/l'l O FLOM IGN LLGONT. I +� -�2X45 a Ib'OL. I PLATE o �E2E��RD O W C R-13 F6.INSV... R� PLATE s ENTRY (3)1 3/4•X 9 1/4`:LVL I/2'GYP BOA F3)1 3/4';A 9 V4'LVL �) LANBLEVERED AJSI05 V2'GYP.BOARD HDR.W 13)1X4 POST ON Iq$TRAPPING NOR W 1 Il 2%4 POST - _ TOP OF`a9 FLR .16.OL. ON IK STRAPPING i 1X6 EDGE 1 LTR- ®®SECOND FLOOR I� BEADBOARD ON NEW 1X4 EtAH DECKING rT' RO MATCH E%15T1 WC.SHINGLES 2XB CL6 J015T5 ON EXIST'DECK FRAMING; „~� 21•LOX 6'04 O.G. NEW BALUSTER$IEWFL TOP ._., EXISTING WALL m 1%45 o Ib'OL. PORCH POSTS.1 HANDRAIL RATE a ILr :.-., AND s IRS:RERACE WITH R-13 F6.IN51.1.. ENTRY g'GYP.BOARD NEW F HALL L. IN6.10'TREADS 4 C� ON OF$ TRAPPING =-+ RI HEJ•AND NANDAAIL PORCH R-19 F6.INSULATION tAs NEEDED) IJ ENTRY 1X4 MAN.DECKING 3/4'vb PLYWOOD ON P.T.2%6 FRAMING 24 FLOOR JOISTS FLARED SMItKIF (2) 3/4'X S i/2'LVL - TOP OF 5JB FLR s Ib'O.C.W CONT. EXISTNfi 4%4 POSTS AND 2X6 RIM JOIST (3)2X5 BEAM TO REMAIN a NOR W 0)2X6 POST i �....( FIRST FLOOR(EXIST) R-19 F6.INSUL. FIRST F (EAISrJ e1 (3) 9/4'X II 1/6'LVL T TOP OF X_IS a M� STONE VENEER ON R (PUSH W JOIST H4NSER5) P TE'•"^`kME EX15T.LONG.WALL BEDROOM E%)STING 2x6 FLOOR TI J O V JO15T5 TO REMAIN " a2 %)STING A�i`aMED 3XB EXISTIN5 24 FLOOR (R-19 F6.IN5LL.AG TOP OF SUB FLR 1=LLY)R JOIST$TO REMAIN JOIST$TO REMAIN i rz¢Pit.SILL WEOLTS Q i NEEDED) o FIRST FLOOR -19 Fb.1N5LL.A5 I$DEDI fR-19 Fb.I REM IN - 2 NEEDED/ a PIP L) 6J — — I 1 (rrP1LA�-) P MECHANICAL Ex1s�6) - MECHANICAL F 6•CW FROST WALL EXI5TIN6 CONCRETE - EXISTING BEAMS ON 20'X 12. ` ro RE wM"'N AB )r CRAWL SPACE - �1 �1 CONCRETE FOOTING FOOTING TO IN - " W KEY pP pF SLAB 15TIN6 O LOrEf1 LEVEL 2•CONC.MTCOJER (E STING) EXISTING CONCRETE !'ram••\ !/ ••1 !� �l FpOTI1K TOE REmMrVN 5EGT1 ON 5EGTI0N '' �J A R .+mew SCALE: I/4' a I'-O' SCALE: I/4' I'-O' RIDGE VENT LAP OVER 1 3/4•X 11 7/6' LVL RIDGE BOARD 5 GAF'5HIN RUNE'ULTRA RIDGE VENT GAP ROOF SHINGLES \ 5/B•LDX PLYWOOD 2%12 RIDGE BOARD 2%105 a Ib'OL. W 2x8 RAFTERS ' m.`c _ - 16.OL. ,O -on'm' E- \ (3B)E2+OIO RAFTER_ AP TIMBERLINE',LTRA 5 m m oar L e G I n o Oc / ROOF SHINES GL (3)2 W 5/6'cDX FLYWMD v (y 2AXIO VALLEY 2x105 a 16'OL. oaU t o g i(BEYOND) 2XB5 a lb,O.C. M Q4 9.im3o - �oPaoa DX LYYl20D 2XI2 RIDGE BOARD ON 2X m RX13 FG I1115LL FLAWE OF N 5TEEL BE r e�'u� a gco•m-q'>i L�L.JOI515 X "'LER BOLTED TO TOP OF N�13/4'%91PL TOP5 OF 5L. NEAD� rD01W TO LVL .65�16'0 0 FRI (4)2X6 POST „< O - BOARD TPLATE oo M51R BATH.GABLE ......._.. : LRAPPIN6 TOM RAILINGS. 4)1%b POST DN \ WI4X26 STEEL BM. a Sta�m o ne E`o R-30 F 'IN31IL. BALUSTERS,AND POSTS &11LT-CUT W 2X5 �(2) 3/4'X 4 1/4'LVL b15r5 NA�L� TO P.T.X FLOOR TOP OF DBL. 2X6 OL.JOISTS ;RAFTER(BEYOND)X 3m� 0)2xb POST G) I'fi' m M5 .BEORM. W%4 MAN.DECKING m PLATE b FAMILY ....__.................1/2°GYP.BOARD ..._......-.. --.-.. -_--._._-..-.-..._....-.- � �,.1 u 1+A�.,,+ Q 12 a, M5 .BATH. `,.. " 3/4'X 5 I/2'LVI. W R \DNA E 1X4 MAX.DECKING Q V 3/4'T16 PLYWOOD (REFER t0 DWG.A EXIST.DECK FRAMINS;2X10FL JOISTSL LONT. S Fm ® WUTOP OF SUB FLR. 2XI0 RIM JOI5T TOP OF SUB FLR o (3)2X4 P05T OSTS.1 HANpfEP.IL (u V I!So SECOND FLOONA SECONp FLOOR(E%15TJ WXPI TO HDR. C 0-0 _ �G LIVING RM. DECK Z m FLARED 5HINGLE KI HEN/ ING 6.q. BASE - B11LT-INS BIILT-INS ((f (A MIN. 3/4'TO A-YWOOOFFT7P /� 2, GARAGE WI2X26 STEEL BEAM W 2X )JOISTS a a?OL.— bA5 fIREp METAL /Vj (uf O TOP OF%6 FLR FIRE PLACE W W NAILER BOLTED TO TOP<F Ia'VINYL AIR a SECOND FLOOR W 3/4'CONT.LVL RIM FLIfN EARTH }I C }a I%b EDGE 1 CM FLANGE OF STEEL BEAM; FOR MIN.AIR SPACE m 110 MATCH EXIST </�/•V GA' ? BEADBOARD ON PROVIDE BLOCKING 1 5/B' FOR DRAINAGE(OR$IMJ 1`■i i YJ 2X6 TRIANGULAR FL.GYP.BOARD A5 NEEDED m TOP OF DEL. iRUiaE5 W Y. GUSSETS a i6 OL. (3)2%4 POST ON. DECORATIVE BRACKET PLFi�9 FAMILY _--------------- — w DECORATIVE BRACKET 0E'lONDI YP.80 UJ ` L EXISTING A' -ED 5/6' 11 FL.GYP.BOARD TOP OF SUB RR.a TONE VENEER ON 5 N LVL 3HOR.(F9LIFJi)W C �O_ a CEILING 1 HOUSE WALLS FIRST FLOOR E%ISiJ 1 IDT Wh�EL.N (1 FE6�p ® ® T LL L EE )2X6FW _REMOVE EXISTING DECK m }I r,; H W(3)9 ST EAMS6 REMAIN X BEAMS r0 REMAIN AND I N6 4x4 POSTS C NEW FRAMING.BALV5TER5, 1 W NEWEL POSTS,1 HANDRAIL BEDRM.2 BEDRM.' TO (R 1xe SOS 'O G� OP OF S AB fETSTING)� EX15TING 2X6 FLOOR REG.RM. Q V TOP OF SUB FLR YJ15T5 TO REHAIN TO REI�MIN a FIRST FLOOR (R-19 F6.INSIA.AS NEEDED) TING) CUT OUT AND REMOVE 4'THICK CN91 JOE B0. 0539 CONCRETE FOR NEW DOOR TO SLPPORT Ex1srlNb BEAMS date T' STONE VENEER AND LOLUw1 TS GRA 5PAGE ` MARCH OB,2006 SUPPORT$TO RE SEele AS NOTED EXISTING CONCRETE F3AI L'To REMAIN !--_- drawn KMW PROVIDE(2)2XB BEAM rev, (FLIfifVBELOW WALEL) N rev. < SECT I ON \ 5E0TI0N � W SCALE- 1/4" - 1'-0• \/ / L\ SCALE, I/4' 1'-0' A-6 m ISSUED FOR CONSTRUCTION 5nt: 6 of to t o 0 A F- SECOND CTURAL DESIGN GRITERIA T FLOOR 40 P5FLL 15 P5F DL —_ a FLOOR 30 P5F " � `d 10 P5F - ATTIC/5TO. 20 P5F 12 10 P5F u A - ROOF 30 P5F e 15 PSF o t0 V - EXT. WALL5 15 P5F OL e - INT. WALLS 50 P5F DL Ab - DEGK5/PORCHE5 60 P5F rn 10 P5F — Vw H F—, no D JO sTiIL TLE o BEDHPPT 2X66 DECK 7 1a f 1 Ab G FLOORY15T5 V/ �+ Pp)5I� O V TO lmft. Ab y (3)13/4"x 1/4'LVL R. V rA •- rVJ VJ t P05T FOST V 9 IR'OAJS-l05 �' pST 4(3)1 3/4'x 9 Va'LVL XDR PAST a p CAMEVEReD -- -- --- --- -'- -- --- - As os E C •Ab-ID Ib OL. !D*9 II ______ O Z - 9 In,ASI05 '---------------- A 1xa Posr �el/7• 105 I_ o _ ;I I� P x n Q a 'AX-105 `I 51 X4' T V•7_ 10 ei)T P 1]x4T \ OI60 . O. a Oy I Q Q POST otWm2wvr$uE- OS 9 In-A Ios fi$ I I r6maro - 91 i g�c „ep 12m OI OL. g oo�o _c : mma > v -<aa• - -cccoo a VP A.IS-105 a.j .j 'aA Ic Iv Ip I m-,n..r • L. O O 1 .m ? m Im Im I� a� II91/]'A ID5 113 "x /a' VL c --�_ ( )1 � O _ __ ___ ___ ___ ___ ___ ___ �/ 4) (3T (313T4 (])2 10 ) XIO HDR. O 9 In,AJS-105 - 4 • --------------- ----------------------- N U C 0„Q U C C POST 4 c rd L L NOTES Q u itwon x - POINT LOAD FROM ABOVE to m� �- o (PROVIDE BLOGK'6 AS REO'D) c }.t= M - ALL WINDOW HEADERS TO r C O BE (5) 2Xb'S W/ 1/2" PLYWOOD, p `-' UNLESS NOTED Q 0 It U cn - ALL DOOR HEADERS @ INT. job no. : o539 LOAD BEARING WALL5 TO BE date 5 F- G O N D FLOOR FRAM I N G FLA N (2) 2X6 N1 1/2" PLYWOOD, MARGNOB.3006 SCALE+ 1/4' a 1-0- UNLESS NOTED scale A5 NOTED drawn K- M. rev. a / •-7 O O ISSUED FOR CONSTRUCTION snt: of to tL go 0 A � t N •NO f0 STRUCTURAL DESIGN CRITERIA � - FIRST FLOOR 40 PSF LL 15iP5F DL $ X - SECOND FLOOR 3p P5F 10 P5F 11 - ATTIC/STO. 20 PSF 10 P5F � A - ROOF 50 PSF g E 15 P5F y - EXT.WALL5 15 PSF DL � u e it - INT.WALL5 50 PSF DL Ab - DEGKS/PORCHES 60 P5F 10 P5F — w U D H V o Ab � +. A6 I a � ==j I 3XI0 LEI�INb.101515 ------ Q1- ' II �--_-- o*eF—I I1a Ab 3 10 L Isis ------016_— I I (a)3x4 fa 3x6 e P�'TN":x]6 STEEL BEAM Q'1 rvl4 x136 5 EL,B AM -- -Pf) mOu -. Z.�I S 3XI0 LEILIN6.LISTS BIb"O.c. ~� .-- mi6�A=mti E ca n 6m R a� -1 rz O �y N Ul /7• 3XI0 cEILING JOISTS Q-C u +J• Z to tv Ul CL NOTES b VI s_ U) N x - POINT LOAD FROM ABOVE *� a (PROVIDE BLOCK'&A5 REO'D) < U - ALL WINDOW HEADERS TO :3 BE (3) 2X65 N 1/2" PLYWOOD, C �_ LL UNLESS NOTED 0. Q) ✓m r+/ C - ALL DOOR HEADERS @ INT. LOAD BEARING WALLS TO BE Q(n U U (2) 2X6 W/ 1/2"PLYWOOD, UNLESS NOTED job no. os3q GEi l L ING FRAMING PLAN - INTERIOR LOAD BEARING WALL date MARCH OB.3oob scale As voreo SCALE: I/.q : I�_O drawn KMW t rev. rev. E 0 o A-8 0 . r m ISSUED FOR CONSTRUCTION ant: a of to i ao 0 V v N i0 ' ed fV O � L c cr A NOTE5 y s i M � A - ALL P05T5 @ EN05 OF BEAM5 TO BEi (2) 2X4'5/(2) 2X6'5,UNLE55 NOTED - ALL WINDOW HEADERS TO BE(2) 2X6'5 11 W1/2" PLYWOOD,UNLE55 NOTED t r 7!i o - ALL RID6E5 OVER 20'-0" LONG v TO BE (I) 1 3/4"X II l/&" wlc =xuwv6EeoARvoN=XNAILER - PROVIDE 2XIO LEDGER BOARD 9OLTE0 TO TOF FUNGE Gf WIOX= A b STEEL !o=xb p05T 4', p OVERLAY FRAMING FOR RAFTER w •� oo'a'TO LVL R =b BEARING/SUPPORT !4)ixp P305%6 'TOW P05T� 3)1 a x /4•L LHOR. - INTERIOR LOAD BEARING WALL v t=xIO RAFTERS =%10 RAFTERS ' )0 IV O.G.x / WAM4� _ ___ --T (= 4 X5 •LV13/4'X q 1/4'LVSTRUCTURAL DESI6N CRITERIA=e oa" oFAR o o - FIRST FLOOR 50PSFF LL tv � (=)13/4•x q1/4•LVL/aTRULTURAL R •_ -.1- p a �a 5EGOND FLOOR 30 P5F (=) 3/4'%41/4_L` TRULTLRAL RAFTER a 1t 0 P5F $ r 0*01E] rosra p _ _='o - ATTIC/5T0. 20 P5F ', - / IL =T1fG TRIA"w�`PLArRi•+ooD 10 P5F m 3/4' u •Lv w 6 sse s o Ib oL. - ROOF 30 PSF m r=XIORAFTERSTFLMO I5 P5F 0 W OL. (5 2K y - EXT. WALL5 l5 P5F DL I p o a -____ ___ __ x ry o }� 1 - T. WALLS 50 P5F OL - DEGK5/PORCHE5 60 P5F ="RAFTERS W =x6 RAFTERS IO P5F =XIO RAFTERS 1� =x1O RAFTERS 0 ib'OL. _ 0 ' 0 VOL. 0 16'OL. p•_o --nctii - �Y'a I - r (311 4'X91®LV DR si;J_ =XIO RAFTER5 3X10 RAFTER5 s mra`dI- .l=U_ .........._._.__....._................._._._...._.._.._....------- Z.TRIANSLLAR TRUSSES VU PLYWOOD i ° C Y T aI� u o:QZ b W Q�1 _ c �—> O4_ � <-- �— cC <— .._ ..._-- u`_ 4' C O Q U job no. : ,,5q date : MARLH 06.2006 ROOF FRAMING PLAN ROOF PLAN SCALE: I/4' = I—O' sCdle AS NOTED SCALE: 1/6" a I—O' dfdWfl K,vyy rev. rev. I 0 A-9 0 m ISSUED FOR CONSTRUCTION sht: a Of 10 I � u c 6AF SHIN6L INE'ULTRA 6AF•TIMBERLINE'ULTRA u bAF'TI!-BErtLINE'IILToX 12 ROOF FELT ON ON RGVF FELT ON ON r y ROOF SHINGLES ON IS LB.FELT ON 5/6'LDX IS LB.FELT ON 5/6'GDX a re IS LB.FELT ON IN,5 LDX IOAI RYWD.SHEATHING _ RYAD.SHEATHINb PLYWD.SHEATHING jd 2 u4 O 3X10 RAFTERS D, - 2%6 RAFTERS 0 I6.OL. 5� ]%B RAFTERS 0 I6'O.L. W/R-YF F O INSU.ATION W/R-30 F b INSULATION W R-3O Fb.INS.LATION 1X3 STRAPPING AND f f0 IX3 STRAPRN6 AND I/2'GYP.BOARD 12 V2'6YP.BOARD In'&YP.BOARD .c i PROVIDE ICE AND WATER 7 �4 PROVIDE ICE AND WA u Y SNIELD AT ALL �IEL AT ALL ROOF 'bo,E BOARD xfl EWE5 AND VALLEYS ON IX BLDLKINS-\ / \ �• �, µUM,GRIP EDGE PROVIDE ICE AND HATER- N IX 5LEEZE KINS Y ` A $NIELD AT ALL ROOF IX SOFFIT YV COW. 1 ON IX BLOLKINS EDbE5 AND VALLEYS ---- - PERF.VENT 2•WDE BY'COR-A-VEXT' L �� ALLN.DRIP EDGE P11P1.DRIP EWE 1X3/IX5 FASCIAS -1X3AXB FASCIA L E IX SOFFIT N CAM. ¢V y a n PERF.VEM 2'WIDE l �i .6025 LOVE ON @ BY•COR-A-VENT' Gj, IX FRIEZE BOARD .T{ Q COW. ON IX BLOCKIN& $} I%SOFFIT W/ O PERF.VENT 2'WIDE o Ro f BY'COR-AR-A-VEM' � a r IX3AX5 FASCIA IX HEAD 1A51N6 W 4 In'EXP. T p I%5 HEAD CASING v' WC.5HIN&LE$ON--� WC.SHINGLES ON Q p( In COX PLYWOOD NO.$IUN6LE5 ON 2X45 a 16'OL. I/2'COX PLYW00P I/2'GDX PLYWOOD �T 7 R-I3 Fb.INSLARON 2X45 0 16'oC. 2X45 0 16'O.G. ^I In'GYP BOARD R-15 Fb.I115A.ATION R-13 F.6.INSULATION In'6YP.BOARD Q V2'6YP.BOARD EAVE DETAIL AT M5TR..BEORM. DORMER ( o EAVE DETAILTYP.J O EAVE DETAIL FAMILY ROOM DORMER 1 O t--I 5OA.LE•I In•=V-0' SCALE,1 In'=1•-O' F� !!!!� O Ij Ij E GAF TIMBERLINE'ULTRA ROOF IN6LE5 ON 1' 15 LB.FELT ON 50'GDX GAP TMBERLINE'UL PLYAD. TRA - RYWD.SHEAINING MA1gbANY 2%4 ROOF SHINGLES ON N RD V ON RAIL(TAP ERD)W 5/43 15 0.FELT ON 51b'LDX BRAIL 2XB RAFTERS a Ib'OL. RYWD.SHEATHING W/R-19 Fb.INSILATION 12 1X3 GTRAPPIN6 AND p Q3 I/2'GYP.BOARD MANMANY PROVIDE ICE AND HATE / NANn1GKEr GPP S VELD AT ALL ROOF IXSAXR BUILT- / EDMS AND VALLEYS OUT RARE - / 12 8025 COVE ON IX FRIEZE BOARD� -��COVE IOAI ON IX BLOCKING IX S,g-RAKE ON IX BLOCKING P.T.4X4 POST W/ IX WRAP ALUM DRIP EDGE 5' 5' S' S I In' I In il/ Z, IXinxe FASCIA PROVIDE ICE AND HATER a=`o pr; ' SHIELD AT ALL ROOF EME5 =^sY -_t- _'=-,.: ¢Rl AND VALLEYS MAHOGANY 2112 -Ts P I%SOFFIT W/CONi. B i'q°�0 6p m-a mpQ a X d{ IS PERF.VENT 2'WIDE o v BY"COR-A-VENT' Q IX SOFFIT VU CONT. S.BRAIL I/2'MANW. ^�-- t o2v -mF S PERF.VENT 2'WIDE m < c< c�mcoe WG.SHINGLES ON RAHWAM 2%4 LOWER f I/2'GDx PLYWOOD RAIL W/5/4X5(PROVE)O. 2X13 0 IIN UIL i 5• '12.Y.ARD ALUM,DRIP ED6E ``X' ' Q'T C F .6462 BAND MOILDINS Y 11 Al W L.SHINGLES YV OEAVE DETAIL AT MSTR. BEDRM. SITTING `4AVED 2'EXP.CORNE� _ X6BASE +� Y- SCALE,1 In'=1•-0' C WIN z (J j "X4 MAHOGANY DECKING ro ON EXIST.2X6 FRAME Q OTYPICAL RAKE DETAIL AT EAVES ___ ____ � C ra SCALE I In•.I'-0' X3nX6 Q 1 I y x f i '1 A to 3 EXISTING 4X4 POST AND Q E •� m %6(3)2 BM,TO REMAIN r a-+ ro N I <(!) �u in DECK DETAIL job no. : o53R G SCALE•I In"=1•-0' date MARCH OS,2006 scale AS NOTED drawn KMW rev. rev. a a m A- 10 P 8 m ISSUED FOR CONSTRUCTION sht: 10 Of 10 q-77 -7gD GM /Z BENCHMARK 4" SCHEDULE 40 PVC PIPE SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM MIN. PITCH 1/8" PER FT. CLEAN SANG r- 2" LAYER OF DATE OF SOIL TEST ELEV. _ fit• ' 10 FT. MINIMUM 2" PRESSURE PIPE 4HED SOIL TEST DONE BY 150 PSI MINIMUM ELEV. _ ". - STONE VENT WITNESSED BY CONCRETE � -- COVERS OBSERVATION HOLE 1 ELEV.= OBSERVATION HOLE 2 ELEV.= 1 CU. FT. OF PERCOLATION RATE MIN./INCH AT INCHES PERCOLATION RATE MIN./INCH AT INCHES CONCRETE DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER ANCHOR 4' CAST IRON PIPE 6" MA - - -- -j (OR EQUAL) MINIMUM C fi C 0 0 0 0 0 �'� PITCH 1/4" PER FT LEVEL0 0 0 0 0 ELEV. 6" SUMP -ELEV. _ -- FLOW LINE 10" 19" 3___ DISTRIBUTION ELEV. _"" ^ � ' � " ~ � .� `. w' : ._:�A► '� ._. _ ELEV. _ JMIN. 3/8' DRILL Z �'►> l`�tUNI �Kr�'1 /'t! i 1 ri BOX ELEV. _ HOLE TO BE WATER TESTED "� TRENCH FORMATION WELL ."✓ ND ELEV. _ IF MORE THAN ONE OUTLET ZONE , no CHECK ' SOIL ABSORPTION INDEX P?fZ�iUM 'TC�I�C.�L ` -- — VALVE 3/4" To 1 1/2-- SYSTEM I�SAS) ADJUST SA3 JO BE PLACED ON FIRM BASE:) 77 WASHED STONE \ 500 GALLON PUMP BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = WATER ENCOUNTERED AT I :S� ELEV. a WATER ENCOUNTERED AT ELEV. _ SEPTIC TANK CHAMBER OBSERVED WATER TABLE ( - / / ) ELEV. = ELEV. AT INVERT INLET 38-7 PUMP CHAMBER CALCULATIONS: LEGEND: DESIGN CALCULATIONS NUMBER OF BEDROOMS ELEV. AT ALARM ON - EXISTING SPOT ELEVATION OOxO --r- REQUIRED FLOW PER CYCLE .25 X GAL/CYCLE EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON t VOLUME PER CYCLE GAL;CYCLE /7.48 GAL cu. FT. _ CU. FT. CYCLE NOT TO SCALE ELEV. AT PUMP OFF / FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW VOLUME OF WATER IN PIPE 3.14 X 0.00694 X FT. _ " CU. FT. X BR.) GAL/DAY BOTTOM OF INSIDE PUMP CHAMBER FINAL CONTOUR � -- — '—GAL./BR./DAY TOTAL MINIMUM VOLUME PER CYCLE CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL. DISCHARGE ' CU. FT. / 34.67 CU.FT./FT. = # FT. (1000 G.S.T.) STORAGE CAPACITY (�O_ GAL/DAY / 7.48 GAL./CU.FT. / 34.67 CU.FT./FT. = I ' FT. UTILITY POLE -O ACTUAL SIZE OF SEPTIC TANK GAL TOWN WATER SOIL CLASSIFICATION t CATCH BASIN `®j DESIGN PERCOLATION RATE < MIN./IN. M F 1 i_T RA T0R1 •.,v T H 1-fi S-�O E 010 0_.Vr_NS + Sibs� GAS LANE --G= ----- - EFFLUENT LOADING RATE GAL/bAY/S.F. LEACHING AREA SQ. FT. � � � �, "1ta1�E R + 7 w `"� LEACHING CAPACITY (AREA X R TE) GAL/DAY 44 ,. RESERVE LEACHING CAPACITY �� CAL/DAY .3 NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF RULES AND 1�S REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO }�UN �� �.O,�•-�' WITHIN 6" OF FINISHED GRADE. 3. ALL :OMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESST'IEY ARE UNDER OR WITHIN r 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE: MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE MATH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. b. U`DLfilES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE' AT 1-800-322-4-844 AT LEAST 72 HOURS ✓f`,�_.- PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 8. PARCEL IS IN FLOOD ZONE 9, LOT IS SHOWN ON ASSESSORS MAP Z 3 AS PARCEL _ `�_ 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 11. A_ARM IS TO BE BOTH AUDIO AND VISUAL. 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED IN INSURE THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES. •.CPI(.... C:)O + f '.'�'I { r';i'V N IV)L t'.� *A//11 1 i.•t1 F AA ail BRUCE / 1. VN teArjt �1�tJK �:� TC .St. AP, APPROVED: BOARD OF HEALTH DATE AGENT , w PROPOSED PLOT PLAN r� r � FOR e PROJECT LOCATION t BR UCE G. HURPHY -- "y -+ REGISTERED SANITARIAN 508- 77 SPUR LANE 432-3358 MARSTONS MILLS, MASS. 02648 0t 1 SCALE DATE , REVISED REVISED i ; � � . o�� �- C--- LOCATION MAP ---� Joe No. SHEET �"\ J -- ---- - ---- ---