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HomeMy WebLinkAbout0059 LILLIAN DRIVE - Health 59 Lillian Drive'` Hyannis=:r P A = 248 1=97 DATE: 4/22/03 PROPERTY ADDRESS: 59 Lillian Drive / Hyannis,Mass. ------------------------ 02601 ------------------------ On the above date, I inspected the septic system at the above address. This system consists of the following: 1 . 1 -1500 gallon septic tank. 2 . 1 -Distribution box. 3 . 2-500 gallon leaching chambers. ( 25 'X13"X2 ' RECEIVED Based on my inspection, I certify the following conditions: NIAY 0 6 2003 4 . This is a title five septic system. ( 95 Code) 5. The septic system is in proper working order at the presene1FBARNSTABLE 6. Both of the 500 gallon leaching chambers are presently dry SIGNATURE: Name:_J. P_ Macomber Jr ._ Company: Joseiph_P. Macomber & Son , Inc . Address:- Box 66 ------------------- Centerville , -Ma__02632-0066 Phone:- 508-775-3338 -------------------- r THIS CERTIFICATION DOES NOT CONSTITUTE,A GUARANTY OR WARRANTY Irer',VAIN JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 e� COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION s TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 59 Lillian Drive Owner's Name: June Wi son Owner's Address: Same Date of Inspection: 4/2 2/0 3 Name of Inspector: (please print)_Joseph P.Macomber Jr. CompanyName:,T P Macomber R, Son Inc. Mailing Add ress:Box 66 02632 Telephone Number: 508-775-3 38 CERTIFICATION STATEMENT 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 Needs Further Evaluation by the Local Approving Authority Fail g 1 Inspector's Signature: Date: z/1`'��'0� P The system inspector shall s it 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. Notes and Comments ****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 1 f Page 2 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 59 Lillian Drive Hyannis,Mass. Owner:June Wilson Date of Inspection: 4/2 2/0 3 Inspectio ummary: Check A,B,C,D or E/ALWAYS complete all of Section D A.��??S,,�� st Passes 4/y 1 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: Th_ Psepticsystem is in proper working order at the present time - B..',lSystem Conditionally Passes: Vy4J 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. 1,)Z)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 exjsting 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: /01) 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 1 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 59 Lillian Drive Hyannis,Mass . Owner: June Wilson Date of Inspection: 4/2 2/0 3 C. Further Evaluation is Required by the Board of Health: A 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: AA6 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: 4)6 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. 4,P The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. /0 The system has a septic tank and SAS and the SAS is less than 190 feet but 0 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 Page 4 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_ 59 Lillian Drive HYannnis,Mass. Owner: .7tine wi l son Date of Inspection: 4/2 2/o i D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes N _ ./B ackup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent tc the surface of the ground or surface waters due to an overloaded or /clogged SAS or cesspool -/ Static liquid level in the disnibutio box above outlet invert due to an overloaded or clogged SAS or esspool CAA01 kie4r, quid depth in,Go"Vea4 is less than 6"below invert or available volume is less than 'h day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number /�f times pumped d . •_ !/ 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. 11,--�,/EAny portion of a cesspool or privy is within a Zone I of a public well. y portion of a cesspool or privy is within 50 feet of a private water supply well. _, y 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 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.) 1001 (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 now of 10,000 gpd to 15000 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 Xthe 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 ma ed Zone 11 of a public water supply well pp 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 I 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 59 Lillian Drive Hyannis,Mass. Owner: June Wilson Date of Inspection: 4/2 2/0 3 r 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 y Were any of the system components pumped out in the previous two weeks? l/ Has the system received normal flows in the previous two week period ? _ZHave large volumes of water been introduced to the system recently or as part of this inspection ? ZWere 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? 16/ d Were all system components,4/Rccluding the SAS, located on site? Y _ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of thhee baffles or tees, material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? Y — 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 basedlon: Yes no;""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(3)(b)] 5 Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 59 Lilliaa Drive Hvannis,Mass. Owner:June Wilson Date of Inspection: 4/2 2/0 3 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): `� Number of bedrooms(actual): OL DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x# of bedrooms): .�X1I Number of current residents: t . Does residence have a garbage grinder(yes or no): 410 Is laundry on a separate sewage system Yes or no):�0 f if yes separate inspection required) Laundry system inspected es or no): Seasonal use: (yes or no): 04 Water meter readings, if available(last 2 years usage(gpd)):2 0 01 =21 0 0 0 g 11 ons=5 7. 5 4 GPD Sump pump(yes or no): V0 2002=28, 650 gallpns=78. 50 GPD Last date of occupancy: COMM ERCIAL/INDUSTR.IAL Type of establishment: Design flow(based on 310 CMR 15.203): , gnd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):�/Q Industrial waste holding tank present(yes or no): /9 Non-sanitary waste discharged to the Title 5 system(yes or no):X'o Water meter readings, if available: •{J� Last date of occupancy/use: AJl OTHER(describe): GENERAL INFORMATION Pumping Records , Source of information: 4)'4-Ve' r¢J�¢ Was system pumped as part of the inspection(yes or no):-fV6 If yes, volume pumped: O gallons--How was quantity pumped determined? Reason for pumping: TYPFO F SYSTEM Sep tic tank,distribution box,soil absorption system ,&OSingle cesspool Overflow cesspool 4/1 Privy Shared system(yes or no)(if yes,attach previous inspection records, if any) /0 Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank AM Attach a copy of the DEP approval /V 2 Other(describe): Approximate awl corypgnents,date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):/19e) 6 r 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: 59 Lillian Drive Hyannis,Mass. Owner:June Wilson Date of Inspection: 4/2 2/0 3 BUILDING SEWER(locate on site plan) if Depth below grade: Materials of construction: cast iron VJ40 PVC 00other(explain): -?M Distance from private water supply well or suction line: IS 't Comments(on condition of joints, venting, evidence of leakage, etc.): ,)=aims appear tight Nn evi dpriep of 1 eakage SEPTIC TANK: Zlocate on site plan) Depth below grade: /. Material of construction:_concrete A'�Otnetal 0fiberglass&epolyethylene ,1,12other(explain) &� If tank is metal list age: WO Is age confirmed by a Certificate of Compliance (yes or no): (attach a copy of certificate) f Dimensions: Sludge depth: �d Distance from top o'fjtdge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle:7-- Distance from bottom of scum to bottom of outlet tee or affle: How'were dimensions determined: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of-leakage, etc.): Pump the septic tank every 2-3 years Tnl Pt & nm 1 f tees are in place The tank iG Gtruntura11y -,nand and -,hnwG no evidence of leakage.Liquid level at the outlet invert is 51 " GREASE TRA94�&locate on site plan) Depth below grade: �A Material of construction vlJ/9�concrete,�meta1444fiberglass Lk&/ olyethylene-jey other (explain): Aly Dimensions: Scum thickness: Wlq Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: 1114 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.): Grease trap is not present. 7 Page 8 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 59 Lillian Drive Owner: June wi son Date of Inspection:4/2 2/0 3 TIGHT or HOLDING TANKY'ke(tank must be pumped at time of inspection)(locate on site plan) Depth below grade:_M Material of construction: VA concrete metal&/A fiberglassWR polyethylene�other(explain): Dimensions: Capacity: allons Design Flow: gallons/day Alarm present(yes or no):P� Alarm level:_A, Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): Tight or holding tanks are not present DISTRIBUTION BOX:--Z(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: t/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.): Di st-ri h ut-ion hox has two latprals-No evidenceof solids harry over Na evi rienre of 1 eakage i nt n or nisi- of t-he hox PUMP CHAMBER4&1_(locate on site plan) Pumps in working order(yes or no): M Alarms in working order(yes or no):AiR Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Pump c-hnmhar i G not- prPGPnt- 8 Page 9 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Add ress:59 Lillian Drive Hyannis,Mass. Owner:June Wilson Date of Inspection: 4/2 2/0 3 SOIL ABSORPTION SYSTEM (SAS):Zlocate on site plan,excavation not required) 2-500 gallon leaching chambers. If SAS not located explain why: Located- see page, in Type 4/0leaching pits,number:_0 leaching chambers, number:`6�vae 4)0 leaching galleries,number: D leaching trenches,number, length: O ,,W) leaching fields,number,dimensions: overflow cesspool, number: 0 ,yam innovative/alternative system Type/name of technology: T,fB� Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of-vegetation, etc.): Loamysand to medium fine sand.No signs of hydraulic failure. Both of 5oo gallon chambers are presentiy dry. Soils are Cry. Vegetation is normal. CESSPOOL-Ytku Jcesspool must be pumped as part of inspection)(]ocate on site plan) Number and configuration: p Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum laver: 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.): rPSSnoals are not present PRIVY(locate on site plan) Materials of construction: Dimensions: x,4 Depth of solids: ZIA Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): privy i c nnt, p rP4Pnt 9 Page 10 of I 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:59 Lillian Drive Hyannis.Mass. 02601 ` Owner: ,Tune W i l son Date of Inspection: 4 12 2 f n-1 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarksior benchmarks. Locate all wells within 100 feet. Locate where public.water supply enters the building. � o qj jq L, l���h 17�,✓t N`1�tRr1s — 1 • a G TI i 1 10 Page I 1 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 59 Lillian Drive Hyannis,Mass. Owner: June Wilson Date of Inspection:4/2 2/0 3 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 9-,9'feet Please indicate(check)all methods used to determine the high ground water elevation: 0bta ans on record-If checked,date of design plan reviewed: tZ4 _ 0 served site(abuttin pro�ebservation hole within 150 feet of SAS) W6 hec e wt oca Boar oth-explain: .dJA Checked with local excavators, installers-(a ach oc�ru nentatio ) Accessed USGS database-explain: fy�7' j/�j ,q� ',�,lj q�4a. You must describe how you established the high ground water elevation: sed: Gahrety & Miller Model 12/16/ 4 Ground water elevations above a level. sed: USES: Observation w 11 data Jump 199 sed: USG Techni cal hill 1 ai-i n 99 nnn 2 P1 at-a #2 Tannary 1 cQ? Annual ranges of grniin&i aatar Al eu I un 1 c� "eet Groundwater: Feet Below Bottom(of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the bottom of the leaching pit and the adjusted groundwater table is feet. 11 y+•rrrrr.—nrrrr-.Trrnrmr•nerrnn•rrtasnrr.�r::•r'+:arrl�+e*mrrn nrrty*m�stv.� .rr*-rr-r-ir—r..-._r...F 1 TOWN OF 94rn:stable BOARD OF HEALTH 0 SIHISURFACR SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION I n.nn .rrr•r--• .'..A -TYPL OR PRINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 59 Lillian Drive Hyannis,Mass. 02601 ' ASSESSORS MAP, BLOCK AND PARCEL 248-197 OWNER' s NAME June Wilson PART D - CERTIFICATION r NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J•P.Macomber & Son ino.� ' COMPANY ADDRESSBox 66 Centerville Mass. 02632 Street Town or CSty State LIP COMPANY TELEPHONE ( 508 775 - 3338 FAX (508 ) 790 - 1 578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and omplete as of the time of *inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check one : V4 System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 16 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* \ The inspection wllicl, I have con ircted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 3.10 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . e re4 - Inspector Signatu Date �"� nd copy of this certification must be provided to the OWNER, the BUYER ( Where applicable ) and the BOARD OF HEAL'I'll. * It the inspection FAILED, the owner or"operator shall upgrade ' aYste within one Year of the date of the inspection, unless allowed orthe requiredm otherwise as provided in 3.10 CMR 16 , 305 . partd .doc r SEWAGE INSPECTIONS LCATION 59 Lillian Drive DATE 4/22/03 Vii`_AGE 'HVannis,Mass. 02601 ASSESSOR'S MAP &'LOT -INSPECTOR Joseph P.Ma omber Jr. SEPTIC TANK CAPACITY 1 500 tank 1 -Distribution box LEACHING FACILITY: (type) 2/500 chambers (size) 25 'X1 3 'X2 ' NO. OF BEDROOMS 2 BUILDER OR OWNERJune Wilson OWNER MAILING ADDRESS . Same y _ - 4 f f: 4 I _A / A �l/ / I � � � � / /�� I 5. � � n � � i� �� 1 � �,` � � of �; s � � `� ��\ \ �� t � 1 �='� .� TOWN OF BARNSTABLE C� lklw LOG,�TION 19r i v e, SEWAGE # . 11 —fib VILLAG S ASSESSOR'S MAP & LOT-4V& 1917 INSTALLER'S NAME&PHONE NO. (to,44 71,1-y%74 SEPTIC TANK CAPACITY `� U LEACHING FACILITY: (type) 00, f 1®11\ (size) �- NO.OF BEDROOMS Z BUII i OR OWNER v Q' PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching faci\kr Feet Furnished by 6, l S. � � '° . 0 .� ® (. 5 � .. . .. � � - -� v � r .: �_ �i Y �. t,. 1i No. a--,010 FEE y /E Board of Health, MA. APPLICATION FOP, DISPOSAL SYSTLM CONSTRUCTION PERMIT Application for a Permit to Construct' Repair( ) Upgrade( ) Abandon( ) - GKomplete System ❑Individual Components Location 5- 4/11, p/.y�e Owner's Name DC/,GIP.`r kll 'Map/Parcel# e Address Za N. M t ST' Lot# Telephone# c3 g Z'Z Installer's Name _ Designer's Name &to j n a-. DO v it Address Address L� o� 3 0 37 -e Su ivic user¢ 0 6 3 Telephone# Telephone# _ 3 SD Type of Building 5»G /e Fy,0-ri/te /�D r'hCo Lot Size_ 14 V Y O sq.ft. Dwelling-No.of Bedrooms a2 /lg.Carbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) da V gpd Calculated design flow IPAO Design flow provided d7 gpd Plan: Date //1,2 3.j9 Number of sheets / Revision Date 6219 Title )' e .-r f y77 TPA O�° n Lo 3� Description of Soil(s) m ed tv P e ur5 a Sa.o lnl��9 Tu<'e/ R 7- ;9C " (;// to— Soil Evaluator Form No. Name of Soil Evaluator 64r01 ,% Date of Evaluation d//3� 7� DESCRIPTION OF REPAIRS OR ALTERATIONS r! Ma INS TlON CERTI W "^ THE S gu a ACCORDANCESO PLAN. The undersigned agrees to'M stall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further s t knot pl the system in er 'o until a Certificate of Compliance has been issued by the Boar of Health. Signed Date TOWN OF BARNSTABLE LOCATION ,�.//iri v S SEWAGE # J00 ®/ VII.LAGE ASSESSOR'S MAP & LOTA&-/97 INSTALLER'S NAME&PHONE NO. y vur SEPTIC TANK CAPACITY ,sb /j LEACHING FACELrrY: (type) TDO (size) NO.OF BEDROOMS Z BUII.DE OR OV1WR v PERMITDATE: COMPLIANCE DATE: �:� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility_ Feet Private Water Supply Welf and Leaching Facility PP Y g .(�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 facil ) y Feet r Furnished by. ciw �1 ... .. ..x [. ..c �h µ Y No. - �" �4 FEE COMMONWEALTH OF MASSACHUSETTS Board of Health;, /J aroA5 tn.6/e MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PEPMIT Application for a Permit to ConstructV Repair( ) Upgrade( ) Abandon( ) - complete System ❑Individual Components Location Jr (�/� ��.+ 2 is Owner's Name Lj��. r+,�/f _o �t / Map/Parcel# A DG E, f c� } Address ---U N. r Lot# 3 Telephone# C _ Installer's Name I Designer's Name u rV n J, P'O V<. Address �_ Address L� �i?�ivrPElihJ c ouP'e /3 4 57 Gi /3 5b Telephone# Telephone# _ yc7i7� Type of Building /4�1 047&G Lot Size_//, V`/4 sq.ft. Dwelling-No.of Bedrooms o2 4—Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow PIP O Design flow provided fir' o gpd Plan: Date I/ 3,1 7 9 Number of sheets / Revision Date N/f} Title 5) 4- k, STP— /Of5 � ; Ln 1'" 9 Li//i , D•^ (/1-17 Description of Soil(s) Me /'Ve"r5P SU S' 6✓/9'rZV 7- 3!J `' ( o II„ Soil Evaluator Form No. YX:7f, Name of Soil Evaluator yr y(-Date of Evaluation y (Jd//3/J DESCRIPTION OF REPAIRS OR ALTERATIONS F . The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further afire s t Ott plaice the system in o eraho until a Certificate of Compliance has been issued by the Boarl of Health. Signed _%Z / �. J� = Date >� P No. FEE COMMONWEALTH Of MASS ClIUSETTS�. i Board of Health, Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed (W,.-Repaired ( ), UpgA aded O,Abandoned ( ) by. at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. �6,1�, dated .��+►� Approved Design F w (gpd) Installer r Designer: Inspector. d' e: v /The issuance of this permit shall not be construed as a guarantee that the SY44 will function as designed. No. 4 —d/- 1 FEE C®MMONWEALT14 OF MASSACHUSETTS Board of Health, ,MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct()" Repair( ) Upgraded( ) Abandon( ) an individual sewage disposal system at. � � � '!/ "1_ -•�_ as described in the application for Disposal System Construction Permit No. g1d eel , dated Provided: Construction shall be completed within three years of the date of thhermit. All local condi ' ns must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date /� '' Board of Health �/-/, � c 'a ,r g .i i c r V :� 4— _P _Z x� e—' 1 � 1� t :p 0 0 X s ' a 4 ': 7 T 0 � Z �.. .»..�r..�. DAVD&ORTBUBDWG W. PYO ECr: w.wnar. 10 NORTH MARL S tMT �� MA02664 SOUTH TARFmUi41. rz�CT'N o/.v�t�-F. O , LOCATION: Oc...w.r.v..w.......... -� — es5Rm Wkomd.,Ig, � r c, DEED RESTRICTION WHEREAS, Cape Cod Building Supply, Inc., a Massachusetts Corporation duly organized under the laws of the Commonwealth of Massachusetts, with its usual place of business located at 63 Warehouse Road, Hyannis, MA 02601, is the owner of Lots 331 38, and 42 on a plan of land entitled "Craig Port, a residential subdivision in West Hyannis, MA, Property of Rolkin Realty Trust (Frank L. Elkin, Trustee, dated September 1961, Ed Kellog, Engineer, Osterville," which plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 165, Page 41, which lots were conveyed to us by Deed from Rolde to Cape Cod Building Supplies, Inc. recorded in the Barnstable County Registry of Deeds in Book 1397, Page 616 and Book 1434, Page 650 WHEREAS, We, as the owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for each lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a'single family home on each lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; NOW, THEREFORE, We do hereby place the following restriction on the above referenced parcel in accordance with the agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. We may have constructed upon each lot a house containing no more than two (2) bedrooms. We agree that this shall be permanent deed restriction affecting Lots 33, 38, and 42 on Lillian Drive, West Hyannis, MA, as shown in a plan recorded in Plan Book 165, Page 41. For our title to Lots 33, 38, and 42, see deed recorded in the Barnstable County Registry of Deeds in Book 1397, Page 616 and Book 1434, Page 650 e . rt-- Executed as a sealed instrument this day of January, 2000. Cape Cod Building Supplies, Inc. I John G. Doherty, Jr., President COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 , 2000 Then personally appeared the above named John G. Doherty, Jr. and acknowledged the foregoing instrument to be his/her free act and d, b for e; Notary Public i ael J. Princi My Commission xpires: 9/8/04 TOWN OF BARNSTABLE �FTHET� OFFICE OF m � i BAHa9TAM a BOARD OF HEALTH MASK. mop 1639. `0�� 367 MAIN STREET c►eaY HYANNIS, MASS.02601 December 29, 1999 David Sauro 20 North Main Street South Yarmouth, MA 02664 RE: Lot 33, #59 Lillian Drive, Hyannis Dear Mr. Sauro: You are granted a variance on behalf of your client Davenport Building Company, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at Lot 33 Lillian Drive, Hyannis, with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall submit revised plans to the Board of Health showing elimination of the proposed dormer, elimination of the proposed windows at the second floor, and showing a typical ranch style roof. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health RE!Lr to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct no more than two (2) bedrooms on lots of less than 18,000 square feet in size. Sincerely yours, Susan G. Ras , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs sauro3 • y CF TFIE Tpr,. DATE: �7 FEE: MASS. 1659. kA REC. BY Town of Barnstable 1---�� SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 URalp"'Mi9rphy, " 0 1pmgOffice: 508-790 6265 sk,R.S.FAX: 508-190-6304 finair_M.S.P:H:phy,M.D.VARIANCE REQUEST FORM LOCATION Property Address: .r'!f/T- �� L/L L�dta>, � t (/� 1'��a�i ry►'1 Sl_ Assessor's Map and Parcel Number: Z- Size of Lot: . 2 6 ,4 e. , Wetlands Within 300 Ft. Yes Subdivision Name: ,t4 4 No_U,,00' Business Name: APPLI CONTACT PERSON Name: 1 - Name: Address: aD 00,n!h /r IC6%n Address: Zd A)o7ry% /Yl.isi 57. Phone: tea 9 3 Phone: SO 8 - 3Q$ FAX: IS5-3 - 3q - 6 76 5 FAX: SO S-dI?4 - td'71-S VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) art c9 /�>°rx1`l�i %D clijow — -Ax C�Qtr54ruG1idr1 r f S o�' 2 —f c cs C) �2ed roa:.-, 120r►7 Se.crt� crvs � Z �3i 0 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownedleasee only,outside dining variance renewals[same owner/lessee only).and variances to repair failed sewage disposal systems[only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to`meeting date VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ 2'-0" 4'-3' 14'-3' T F ICD El — -� o IPATHdo • C FO BEDROOM #1 i 6 KITGHEN/DIN. O -10 5 3/4 V-3- 'n 0 8' x 28" SCUTTLE L o IN o ' o N ° o o G ° LIVING RM. 14'-0" '-4 1 -5 1/2 BEDROOM #2, BAT�j 2xG WALL DIMENSIONED THE 2x4 WALL LINE O i 0 O CW/STUD FOCKET53 RETAINING QFni iFPFn i O J Q j • � V 1 • t fie MOP WALL FOR BLCoQ MA"lrAD G.- STANDARD BASEMENT C4' CONCRETE-5LAB) is WNDOW PER BIRDER s 7'-0' 6•�• 6.�. 6, 6•�. 7'-0' O PKT. m- L - -1 L J L - --J L _ .J L _ J - CENTERLME OF C3) 2 x 10 GIRT ABOVE TYPICAL 30' x 30' x 10' CONC.. COL. PAD I 4 I I TYPICAL 8' CONCRETE WALL I I ON 16' x 8' CONE. FOOTING p I L -- - - - - 40'-0' BASEMENT PLAN SCALEe 1/4' 1'--0• 12 12� GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF SHINGLES/15# FELT PAPER. 5/5' GDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT 16' O.G./PROVIDE 'PROPERVEN' • OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE SAVE TRIM - lx8 FASCIA W/ lx2. lx8 B AND NAILED TO JOISTS 5 VENTED SOFFIT. lxB FRIEZE W/ 1 3/1 BED MOULDING. C1xB = 7 1/2') 2 x 10'5 at 16' O.G. co COURSE BETWEEN FRIEZE + 1x4 WIND( HEAD • DH'5 CLAP = 1'3 ADJUST FRIE FOR PROPER SIDING COURSING CADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) L G 1/4' FIBERGLASS INSUL. TYP. 3/4' T+G PLYWOOD GLUE IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at 16' o.c. 2 x G TREATED SILL. C3) 2 x 10 GIRT B' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'a GONG. SLAB--i .__ /'• .. n• I'/�AIT /`/CAI/` C/1/1TIA1/'. S L�J � 0 RIGHT SIDE ELEVATION .0-3 = .t/T s3ld-09 NOUVA919' NV9N C1 C� -1 1 L 0 14 a � , rn � c oD � DO ❑ O oo ❑ z 1 CF tHE T DATE: C� FEE: BARNSrABI.Ir. MASS. 9 16S9. ,m�' REC. BY Town of Barnstable SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 3 0 ^' Office: 508-790 6265 Susan G.Rask,R.S. FAX: 508-790-6304 Stimniii Kiufrnan;M.S.P.H. Ralph'A:'Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1-07- - 59 Z—/L L i dlr�, �� . t (re- Assessor's Map and Parcel Number: q,4 7q, IeI97 Size of Lot: . Z 6 .4 e . Wetlands Within 300 Ft. Yes Subdivision Name: LIZA No Business Name: LI CONTACT PERSON Name: r� i Name: zlha.v"d (�a u-, Address: On Qorjy-, r3 S- Address: 28 ����, lYl�is7 .St. :so.y��;or—Fh, W) yes- o«W,,m t9. 02 4e Phone: Q_$-.3 9tf- 9--2 9_-3 Phone: SC 8 - 3R8—efoZ 93 FAX: Ebb - :3g*- 6765 FAX: S-08-d?A1 - te'765 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) &C 11) B -P Al ert/`fh -l o c 1l o w —t-he C��5-�✓e e fi cow-, r-e-4. f-hrf S o, 0 0-- 0 43-ed rcm, , home— S2crt, G--Z-, 2 z .310 cmd is-, Z14 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting a date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same ownaneasee only],outside dining variance renewals(same owner/lessee only],and variances to repair failed sewage disposal systems(only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ v 1V -V 9'-6' 2•-0• 7'-6' 14'-3' 1 i PATH, a Y • Q Cho BEDROOM #1 i 6 KITCHEN/DIN. cli 0 —10 5 3/4 7f-3' Q 4'-11' Q In .1 � 0 8' x 28' SCUTTLE . L o c O� 4'—O' CO . � c O N O Ot=3 © 0 LIVING RM. 14'-0' —4 1 '-5 1/2 BEDROOM #2 z9 I BAT ir 2xG WALL DIMENSIONED � ) THE 2x4 WALL LINE 0 a 1 Ol CW/STUD POCKETS3 RETAINING QFf]I Ii2FTf DROP WALL FOR M-C.0 IV BIAnr-AD STANDARD BASEMENT C4- CONCRETE SLAB) is WINDOW PER Blli = 7•-0' 6'-6' 6'-6' O n O PKT_ (_ _I . 7 r. '� F t -1 B� :r L _ -1 L J L _J L _ J L _ J CENTERLME OF C3) 2 x 10 GIRT ABOVE O TYPICAL 30' x 30' x 10' GONG.. COL. PAD I I I O I I TYPICAL 8' GONGRETE WALL I I ON 16 x 8' GONE. FOOTINGIL O I I BASEMENT PLAN SCALES 1/4' 11•.-0' i2 GROSS SECTION TYPICAL ROOF CONSTRUCTION, . ASPHALT ROOF SHINGLES/15# FELT PAPER. 5/5' CDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT 16' O.G./PROVIDE "PROPERVEN' • OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS: SOFFIT VENTING KNEEWALL 3/4" T+G PLYWOOD GLUE SAVE TRIM = lx8 FASCIA W/ lxZ. lx8 8" AND NAILED TO JOISTS 5'-9" VENTED SOFFIT. lx8 FRIEZE W/ 1 3/1 BED MOULDING. C1x8 = 7 1/2') 2 x 10's at 16' O.G. n COURSE BETWEEN FRIEZE + lx4 WIND( HEAD • DH'S CLAP = 1') ADJUST FRIE FOR PROPER SIDING COURSING CADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) � L G 1/4' FIBERGLASS INSUL. TYP. 3/4' T+G PLYWOOD GLUE IN BASEMENT CEILING AND NAILED TO JOISTS L F 2 x 10's at 1G, O.G. 2 x 10's at 1G, 0.0. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8" CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'• GONG. 5LA8 _—��• .. n• i•nur i-nwr cnnnw��. i Hill 70 Z A 1 A -i oo ❑ O moo ❑ IIHIIH Z 70 rn 70 (P rq D r I-A M II < - -- - I� O 0 z RIGHT SIDE ELEVATION J� I I i LEFT SIDE ELEVATION 5GALEv 1/4' 4'-3' 7'-G' 14'-3' I--- � . i ---I i I T r — � hj1D i i AT�t do O � � Cho BEDROOM #1 i 6 KITGHEN/DIN. 0 O_ -10 3/4 7f-3' J i& B' x 2B' SCUTTLE ' L o O `y 3 -B 4 -0 GO . GO . � Z � W O cV O 4 = is © 0 LIVING RM. ae- 14'-0' BEDROOM #2 � BAT Q- 2xG WALL DIMENSIONED THE 2x4 WALL LINE b o O EW/STUD POGKETS3 F, RETAINING eFn' i lRZFn T M V-00 W-0' 6•-0• I r 3 � '0 I I I � T J -Ni I oJim ' Z9 Mz IF 7 0 I > ci X r� LOD S 1 J • Z" v 00� f -1 �D I L - J z � � 0 . i- L J g 1 1 Ft7 4 L + .J 1 b G'-O' 7T-00 7'-0' 6'-0' NOIlVA313 INO2IJ ?Nunn Dal OWN I o ❑ y: 70 v. N 70 C� D r nl r N 1� O Z ,x 70 n r • I Sri Ili 1 rn N D r o 7 - O f 12 GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF SHINGLES/15# FELT PAPER. 5/B' CDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT 16' O.G./PROVIDE 'PROPERVEN' OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS. KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE EAVE TRIM - lxB FASCIA W/ lxZ. lxB B' AND NAILED TO JOISTS 5-9' VENTED SOFFIT. 1xB FRIEZE W/ 1 3/1 BED MOULDING. C1xB = 7 1/2') 2 x 10's at 16' O.G. °D ,i COURSE BETWEEN FRIEZE + lx4 WIND( HEAD • DH'S CLAP = 1'3 ADJUST FRIE FOR PROPER SIDING COURSING CADD 1 N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) N I� G 1/4' FIBERGLASS INSUL. TYP. 3/4' T+G (PLYWOOD GLUE IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' O.G. 2 x 10's at 16' O.G. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'jt GONG. SLAB ._- i•• .. n• /`WAIT /`/1►1/` C/\/1TIAIP. 1 �FtME tp� DATE: r7 FEE: 1ARNSTABI.1r. • MASS. 9 1659. ,0� REC. BY Town of Barnstable SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 1\10 0 i Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Slimnei Kaufinarc M.S.P.H. Ralph''A:'Murphy,M.D. VARIANCE REQUEST FORM LOCATION .# Property Address: Z/T-Ra -59 Z-ILGi Ye U rr")Ste. Assessor's Map and Parcel Number: -0 Size of Lot: . 2 6 .4c . Wetlands Within 300 Ft. Yes Subdivision Name: ,tIM No_ Business Name: APPLICANT CONTACT PERSON Name: i� i Name: J)a.v,'d CSa a✓o Address: 040 Oor� t Ca_1 rn 6—r Address: 2a n.)A-7-7, �yft-vnatc-�fh, �� O�(�(b`-f' �o y�^�,�ect`fG,�r►11�j• OZ(!p� Phone: .3?9- 9 Q 9.3 Phone: SO 8 - 3cl$-tea 93 FAX: Sb8 - w*- 67b5 FAX: S`09-J?4 �'71-S VARIANCE FROM REGULATION(Liu Res.) REASON FOR VARIANCE(May attach if more space needed) / &a a�ed n -F 14eQ15-h %y clll o w ---/'AL2 C'�,�,5�✓u cfi d» �33 r-e4. A rf S o S o t� a- --f-W a 45.e d ra?ay, Giom e- z -3 10 c 5 Z/ Checklist(to be completed by office staff person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at(east ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) _ Variance request application fee collected(no fee for lifeguard modification renewal,,grease trap variance renewal,tsame ownertleasee oniy(,outside dining variance renewals(same owner/lessee only).and variances to repair failed sewage disposal systems(only if no expansion to the building proposed]) ` Variance request submitted at least 15 days prior to meeting date I VARIANCE APPROVED Susan G. Rask, R.S., Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ i ZONE: RB SYSTEM COMPONENTS* ELEVATIONS" A VARIANCE 1S REOUESTEO FOR A TWO BEDROOM SETBACKS: LOCUS: DESIGN FLOW (DEED RESTRICTION REQUIRED). FRONT - 20' MIN. 3" TOPSOIL ° SIDES - 10'__FILL (FHEL ROSE y8 w 1. TOP FOUNDATION.......................... 98.00 OF TOPSOIL ORGANIC MATERIAL & ' REAR - 10' 0 ' E°� BOULDERS 1N COMPLIANCE s FRONTAGE - 20' 2. INVERT OF PIPE AT FOUNDATION.......................... 94.00 ' WITH 310 CUR 15.255(3)), ._ AREA - 43,560 S.F. � 3. INVERT OF PIPE A7 SEPTIC TANK INLET.............: COMPACT TO 90R DRY WITHIN WELLHEAD ZONE 93.79 1' DENSITY �� ' � aAW ft 4. INVERT OF PIPE AT' SEPTIC TANK OUTLET........... 93.54 2 LAYER OF 1 8-1 2 FEMA FLOOD ZONE C 'a'""Olt DOUBLE WASHED STONE 5. INVERT OF PIPE AT D-BOX INLET........................93.50 ', �, 7 PANEL 1250001 0008 D cxuarrA AVE (AREAS OF MINIMAL FLOODING 6. INVERT OF PIPE AT D-BOX OUTLET..................... 93.33 8 OUTSIDE 500 YEAR FLOOD ZONE) 1 cwr"ROD. ' I 5.2 3.5' 1 7. INVERT OF PIPE AT GALLEY................................. 93.31 -1 SITE 8. BOTTOM OF GALLEY.................................... 91.31 �'- 3/4-1 1/2" DOUBLE ••- END OF EXISTING PAVING ' 9. BOTTOM OF AGGREGATE.................. ........ ....... 91.31 WASHED STONE GENERAL NOTES: 9 *LOCATED ON SECTION & PROFILE / 1. THE SYSTEM COMPONENTS AND CONSTRUCTION PROPOSED WATER & GAS SHALL BE IN ACCORDANCE WITH THE STATE OF **BENCHMARK = STA KE SET = 95.19 ' i ' ` // MASSACHUSETTS SANITARY CODE T17LE 5, AND LOCAL SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED / BOARD OF HEALTH REGULATIONS. BELOW '93.31 IT SHALL BE REMOVED & REPLACED SECTION A - A ' TITLE 5 REGULATIONS SECTION _ y PROPOSED OVERHEAD TELEPHONE, N 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO WITH A.5 OVERDIG PER LE TYPICAL SEC ON / /�� ELECTRIC & CABLE TV CONSTRUC7ON AND BE RESPONSIBLE FOR ALL NOT TO.SCALE / , p UNDERGROUND UTILITIES. 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOW. 'ESTIMATED HIGH GROUNDWATER CALCULATION WN. (USGS/CCC METHOD) / G /,,-' , I � �' 4. PIPING SHALL BE SCHEDULE 40 PVC. NOTE; PROPOSED EDGE OF 16' GRAVEL ROAD - INDEX WELL: # AIW-230 ZONE: D AN PROPOSED UTILITIES PER PLAN OF LILLIAN }� i a SYSTEM D 5. S S EM COMPONENTS - k. COM ONE'N S SHALL MEET H 10 LOADING DATE OF READING: 2120197 DEPTH TO GROUNDWATER: 21.92 DRIVE, CENTERVILLE, MA BY CJ ENGINEERING FOR GROUNDWATER LEVEL ADJUSTMENT: 1.90 / UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ALL CAPE ENGINEERING, REVISED 6123197 UNDER DRIVEWAYS. �� ACTUAL GROUNDWATER LEVEL ® SITE: EL. 66.50 / �D ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 68.42 C� � �� /� aC 6. CONTRACTOR SHALL WATER TEST D-BOX FOR / � f#PER USGS MAP - PROPOSED SAS AT EL. 50.00 ABOVE MEAN SEA LEVEL, .y F i •P m LEVELNESS. PER GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) Z ANY ALTERATIONS OF THIS DESIGN SHALL BE �. APPROVED IN WRITING BY THE ENGINEER AND BOARD OF 50.00 - 20.00 = 30.00' TO GROUNDWATER 96.50 (GRADE AT SAS) - 30.00' = 66.50 (GROUNDWATER ELEVATION) ��10j 69 \ ,.' • � HEALTH. 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN �� -' ��' LPG ''�• C9� s� ADVANCE FOR FINAL INSPEC77ON OF SEP77C 'l P SYSTEM INSTALLATION. SOIL TEST LOGS P-8878 DEPTH HORIZON DEPTH HORIZON \ --___, DESIGN CRITERIA: J ,'1 •' 97 GRADE = EL. 96.50 GRADE =,EL. 94.25 j �� ��. p 0" O" / �� ,- �P� $4� ,/ DESIGN FLOW. ORGANICS & ORGANICS & LEAVES LEAVES _- ,- 1 � hg FO / 2 BEDROOMS 0 110 GPD = 220 GPD / -,-' ..,.` tnQ = , 00 GALLONS 6" I 440 S.F. - - - - - _ SEPTIC TANK I s LOAMY SAND 0 LOAMY SAND O ,/' _ , ,� l� � /P-8878 � _. _ TOWN 7.5YR4/1 7.5YR417 / ,-'i� ,►�, �' C i q - - SIZE OF LEACH FIELD REQUIRED. 12" 9" / ' JJ i .' DESIGN OF PERC RATE 2 MIN/INCH SANDY LOAM A SANDY LOAM A / /,-' �/ �� ' F, %' REO'D AREA = 220/0.75 = 293.3 S.F. / 5 7.5YR3 3 F. R / / i , 7.5Y 3/3 � 0 ?o. � AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. LOAMY SAND gw LOAMY SAND Bw j �� 1 t O 10YR3/6 10YR3/6 EFFECTIVE LENGTH = 25' PROPOSED EDGE `h_--_- _ EFFECTIVE WIDTH = 12.2' 30" 22" OF GRAVEL ROAD c MED. TD COARSE Ct p STK SET MED. TO COARSE Cl SAND W/GRAVEL SAND W/GRAVEL \� E7,. 95.t 9 O0 , 112` 2.5Y7/6 10YR7/8 ��\ --- �. \ °,] �Ss ��\ ���`` ;'titi , TWO 500-GALLON PRE-CAST 72" ' COARSE SAND C2 MED. TO COARSE C2 �\ �\ �\ g�I r� CONCRETE GALLEYS, 8'6" x 5'2" / �. g. Fj EACH, 4' CR. STONE ON ENDS AND LEGEND: 10YR7 4 10YR7/6 �� �� s� __ -- 11 ��� 3.5' CR. STONE ON SIDES LOT BOUNDARY 120" 120" \ 6- WATER �� w-- E P-88Z7 c GAS SOIL TESTS CONDUCTED ON 2113197 BOTTOM OF EXCAVATION FOR LEACHING FACILITY TD 1 Gc - ELECTRIC CABLE 1V BY CARQLYN J. DOYLE, P.E. BE INSPECTED BY THE ENGINEER OR HEALTH AGENT _- -t TELEPHONE AT TIME OF CONSTRUCTION. PVSNO ss� 80 PROPOSED EXISTING CONTOURS 'WITNESSED BY BARNSTABLE BOH � � - F MATS (gam DUNNING JERRY � � LIMITS OF OVERDIG TERRY\ _ _ WARNER ��� ------- ------ LIMITS OF FTREACH FIELD WAY NO GROUNDWATER OBSERVED AT 120" (EL. 84.25) � � o N I PERC RATE <2 MW/INCH AT 66" IN P-8878 L 0 ' 35 � -- A No.3872 EDGE OF CLEARING AND 66" IN P-8877 \A121 'r5 S•f..• P-8878 TEST PIT, LOCATION & NUMBER D-BOX TO BE PLACED ON CRUSHED SSiQ,y ��s sol10 4" PVC, s=0.021 REVISIONS: STONE BASE, MIN. 6" THICK 2" LAYER OF t/8" - 1/2" DOUBLE �� S' D 20 40 WASNM .STONE AROVE GALLEYS Q RISER TO WITHIN 6" OF GRADE, TYP. l SOLID PVC, FIRST 2' TO BE !/ 1 SOLID 4" PVC, S=0.021 LEVEL, REST AT S=0.005 \� SCALE: 1"= 20' _ TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN OF LOT 33, 59 LILLIAN DR., CENTERWLLE, MA ------------- o 0 CAROLYN OWNER: DAVENPORT BUILDING CO. TRUST 2 0 0 0 0 0 0 `: :`:'• 20 NO. MAIN ST., SO. YARMOUTH, MA 02664 DOYLE � 3 = : �' o 0 0 0 o NOTES FOR SEPPr' TANK No.34531 CJ ENGINEERING 5 6 ` 4' "' ' �ISTE�`�� 449 ROUTE 130 SUITE 13 4 dr. , cR. wave t. INLET TEE SHALL EXTEND A. MIN. OF f0" BELOW THE FLOW LINE. D-BOX DB-5 BY SHOREY ON VVs ow�vs � RL Etc' � SANDWICH, MA 02563 -� CONCRETE PRODUCTS OR 8 SEPTIC TANK EQUAL, PROVIDE FLOW 2. OUTLET TEE SHALL E'E PROVIDED PER THE TABLE BELOW. (508) 888-4975 H-10 RATED LEVELLORS ON OUTLET 3.5' CR. STONE LIQUID DEPTH IN :SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE PIPS 4 FEET 14 INCHES MAP: 248 PARCEL: 197 o/ 9 E ON SIDES PROVIDE GAS BAFFLE 5 FEET 19 INCHES �/ 9 PROPOSED SEPi7C SYSTEM - PROFlLE 6 - EET y' 24 INCHES DATE: 11123199 SCALE. AS SHOWN 7 FEET 29 INCHES 8 FEET 34 INCHES SURVEY BY: TERRY A. WARNER, PLS NOT TO SCALE - HARMCH, MA (508) 432-8309 DWG: CJ123/LILLIA59.DWG SHEET f OF 1 i A VARIANCE I R FOR A TWO R M ZONE: RB LOCUS: SYSTEM COMPONENTS* FL EVATIONS cE S EOUESTE_D 0 o aED o0 *# SETBACKS. DESIGN FLOW (DEED RESTRICTION REQUIRED). i MIN. 3" TOPSOIL Y FRONT -IDES 0' ROUTE 28 ILL (F SEAR 10 1. TOP FOUNDATION................................................... 98.00 I _ eranF oa ORGANIC MATERIAL & °' R 2. INVERT OF PIPE AT FOUNDATION.......................... 94.00 BOULDERS, IN COMPLIANCE FRONTAGE - 20' ••• 1MTH 310 CUR 15.255(3)). •:•: � WITHIN WELLHEAD ZONE 3. INVERT OF PIPE AT SEPTIC TANK INLET.............. COMPACT TO 9QR DRY DENSITY 1 8-1 2 I 4. INVERT OF PIPE AT SEPTIC TANK OUTLET........... 93.54 ' 2 LAYER OF DOUBLE WASHED STONE = FENA FLOOD ZONE C L'L'""at PANEL ` 5. INVERT OF PIPE AT D-BOX INLET........................93.50 ' 7 MINIMAL CAib o1TA AVE. 0008 D qo •_._- ', (AREAS OF INIMAL FLOODING 6. INVERT OF PIPE AT D-BOX OUTLET..................... 93.33 8 OUTSIDE 500 YEAR FLOOD ZONE) cam►AD. �,tT 1 3.5' 5.2 3.5 7. INVERT OF PIPE AT GALLEY........................ 93.31 I SITE S. BOTTOM OF GALLEY.............................................• 91.31 -'3/4-1 1/2 DOUBLE END OF EXISTING PAVING �'- " , 9. BOTTOM OF AGGREGATE........................................ 91.31 WASHED STONE GENERAL NOTES, 9 *LOCATED ON SECTION & PROFILE : .- ' / 1. THE SYSTEM COMPONENTS AND CONSTRUCTION PROPOSED WATER & GAS SHALL BE IN ACCORDANCE WITH THE STATE OF **BENCHMARK = STAKE SET = 95.19 It �= ' / / MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED BOARD OF HEALTH REGULATIONS. BELOW 93.31 IT SHALL BE REMOVED & REPLACED SECTION A - A ' PROPOSED OVERHEAD TELEPHONE, NDIG-SAFE WITH A 5' OVERDIG PER TITLE 5 REGULATIONS TYPICAL SECTION /y�� CONSTRUCTION ANDA E RESPONSIBLE FOR PALL TO ELECTRIC & CABLE TV NOT TO SCALE / /, p UNDERGROUND UTILITIES. ESTIMATED HIGH GROUNDWATER CALCULATION /,`Q. i { 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. (USGS/CCC METHOD) G A '� I `� a' 4._ PIPING SHALL BE SCHEDULE 40 PVC. INDEX WELL: AIW-230 ZONE: D NOTE: PROPOSED EDGE OF 16' GRAVEL ROAD / �c� �/ AND PROPOSED UTILITIES PER PLAN OF LILLIAN GROUNDWATER LEVEL EL AD �'! i a 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING DATE OF READING: 2120197 DEPTH r0 GROUNDWATER: 21.92 DRIVE, CENTERVILLE, MA BY CJ ENGINEERING FOR / AD,HIST MENT: 1.90 / i � ' u� UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ACTUAL GROUNDWATER LEVEL O SITE: EL. 66.50 ALL CAPE ENGINEERING, REVISED 6123197 , UNDER DRIVEWAYS. ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 68.42 O +! ILL 6. CONTRACTOR SHALL WATER TEST D-BOX FOR LEVELNESS. ypER USGS MAP - PROPOSED SAS AT EL. 50.00 _+ ABOVE MEAN SEA LEVEL, - GROUNDWATER AT EL. 20.00 MSL ' '' S i ( ) /�'� � a 7. ANY ALTERATIONS OF.THIS DESIGN SHALL BE PER GROUNDWATER CONTOUR MAP 995 E G 0 50.00 - 20.00 = 30.00' TO GROUNDWATER , / i . APPROVED IN WRITING BY THE ENGINEER AND BOARD OF 96.50 (GRADE AT SAS) - 30.00' = 66.50 (GROUNDWATER ELEVATION) �� 1�6g `� � �' ��• ` /, �tS`. HEALTH. / Q� ' :i �� i •�q t�� 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN i� ; '�� Dc h�' �pG ?�. �• ADVANCE FOR FINAL ►NSPEC71ON OF SEPTIC SYSTEM INSTALLATION. SOIL TEST LOGS P-8878 P-8877 J ------ / DEPTH HORIZON DEPTH HORIZON / ,,.� \ 1M _- __.97 DESIGN CRITERIA: GRADE = EL. 96.50 GRADE = EL. 94.25 y \� \9 e 0- 0" DESIGN FLOW: ORGANICS & ORGANICS & \P / _ / LOT 33 BEDROOMS l i _ LEAVES LEAVES � ,, / i � � 9 0 G h S BE 00 S ® 0 GPD 220 GPD SEPTIC TANK = 1,500 GALLONS LOAMY SAND 0 LOAMY SAND O f - TOWN, E 1 ' i '1� Z?-8876 / NO GARBAGE DISPOSAL 7.5YR4/1 7.5YR4/1 / ,' 9" ,.'�/ ' v /i' / '`��, SIZE OF LEACH FIELD REQUIRED: 12" / DESIGN OF PERC RATE: 2 MIN/INCH SANDY LOAM A SANDY LOAM A / // '� + / ; • / � / � � yF, ;' REQ'D AREA = 220/0.75 = 293.3 S.F. 7.5YR3/3 7.5YR3/3 / '' / �� I / /,b. AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. 15" 12" r LOAMY SAND Bw LOAMY SAND Bw O / _ 10YR3/6 I \\\ 1 t 10YR3/6 '^ -_' FF = \ :� EFFECTIVE LENGTH 25' " PROPOSED EDGE \ \\ .- EFFECTIVE WIDTH 12.2' 30" 22 OF GRAVEL ROAD \\ \ �► \ j MEND. TO COARSE Cl MED. TO COARSE Cl \ \\Q STK SET SAND W/GRAVEL SAND W/GRAVEL \ EL. 95.19 2.5Y7/6 10YR7/8 � ' y - " \ C"�.Ss \ <' a , TWO 500-GALLON PRE-CAST 72 i 12" COARSE SAND C2 MED. TO COARSE C2 \ \ \ \\\ �`'' p��I CONCRETE GALLEYS, 8'6" x 5 2" N _. 10YR7/4 SAD y6 10J• ,�� EACH, 4' CR. STONE ON ENDS AND LEGEND: 3.5' CR. STONE ON SIDES 10YR7/6 \ - - ,_ 1 �� LOT BOUNDARY N \ - 6- w-- WATER 120" 120" _ FEXCAVATION FORLEACHINGFA 1 (TY T P 8877 \\ �� ° GAS O 0 C L 0 ec ELECTRIC CABLE TV SOIL TESTS CONDUCTED ON 2113197 BOTTOM \ 8Y CAROLYN J. DOriE, BE INSPECTED BY THE ENGINEER OR HEALTH AGENT \ \ - _ _ T TELEPHONE WITNESSED BY DOYLE, P.E.PE BOH AT TIME OF CONSTRUCTION. \ \ - 80- - - - EXISTING CONTOURS AGENT JERRY DUNNING \ \ SNOFM ASS PROPOSED CONTOURS LIMITS OF OVERDIG ------------------TE \ \ ° RRY G° �: E F -' LIMITS OF LEACH FIELD NO GROUNDWATER OBSERVED AT 120" (EL. 84.25) \ o Ali N - - EXISTING TRAVELED WAY PERC RATE <2 MIN/INCH AT 66" IN P-8878 \\\ L - 35 \- -- A ®ARC 24 EDGE OF CLEARING AND 66" IN P-8877- ;� ��,�c �G5-�a��Q�° P-8878 TEST PIT, LOCATION & NUMBER _ D-BOX TO BE PLACED ON CRUSHED p\12' �..Cl� ���F. Si ����,� SOLID 4" PVC, S=0.021 1 STONE BASE, MIN. 6" THICK 2` LAYER OF 1/8" - 1/2" DOUBLE / REVISIONS: ' WASHED STONE ABOVE GALLEYS \\� 0 20 40 RISER TO WITHIN 6" OF GRADE, TYP. ' SOLID PVC, FIRST 2' TO BE SOLID 4" PVC, S=0.021 LEVEL, REST AT S=0.005 \� SCALE: 1"= 20' OF TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN CAROLYN LOT 33, 59 LILLIAN DR., CENTERWLLE, MA ------------- o o e J. 2 •..:• Q o � o � OWNER: DAVENPORT BUILDING CO. TRUST DOYLE 20 NO. MAIN ST., SO. YARMOUTH, MA 02664 NO.34W1 3-1 0 0 0 0 0 o NOTES FOR SEPTIC TANKa: CJ ENGINEERING 6 7 �a�TE� 4 5 D-BOX DB-5 BY SHOREY �E� 17 CR. VOW ENDS 1. INLET TEE SHALL EXTEND A MIN. OF 10" BELOW THE FLOW LINE. E��®� 449 ROUTE 130, SUITE 13 CONCRETE PRODUCTS OR $ ` SANDWICH, MA 02563 SEPTIC TANK _ EQUAL, PROVIDE FLOW 2. OUTLET TEE SHALL SE PROVIDED PER THE TABLE BELOW. 9q (508) 888-4975 H-10 RATED LEVEL ON OUTLET 3.5' CR. STONE LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE PIPES ON SIDES 4 FEET 14 INCHES MAP: 24$ PARCEL: 197 PROVIDE GAS BAFFLE 5 FEE l 19 INCHES PROPOSED SEPTIC SYSTEM - PROME s'FEET 24 INCHES DATE: 11123199 SCALE: AS SHOWN 7 FE'r'? 29 INCHES NOT TO SCALE 8 FEET 34 WCHES NAR HBMA 08) 432A8309 PLS DWG: CJ123/ULLIA59.DWG SHEET 1 OF 1 y I A VARIANCE IS REQUESTED FOR A TWO BEDROOM ZONE. RB LOCOS: j SYSTEM COMPONENTS FL FVATIONS''`* DESIGN FLOW (DEED RESTRICTION REQUIRED) SETBACKS: MIN. 3" TOPSOIL FRONT - 20' ROTE 28FILL w 1. TOP FOUNDATION................................................... 98.00 J �' SIDES - 10' marts m s> ORGANIC MATERIAL & REAR - 10' 2. INVERT OF PIPE AT FOUNDATION..........................94.00 BOULDERS IN COMPLIANCE FRONTAGE - 20' I IMTH 310 CUR 15.255(3)), AREA - 43,560 S.F. I 3. INVERT OF PIPE AT SEPTIC TANK INLET.............. 93.79 ' ::' COMPACT TO 901E DRY ' WITHIN WELLHEAD ZONE DENSITY aAW ft 4. INVERT OF PIPE AT SEPTIC TANK OUTLET........... 93.54 2 LAYER OF t 8-1 2 DOUBLE WASHED STONE ' FENA FLOOD ZONE C �w� 5. INVERT OF PIPE AT D-BOX INLET........................ 93.50 ' PANEL �A AVE. , 250001 0008 D (AREAS OF MINIMAL FLOODING `� �+ Ay" 6. INVERT OF PIPE AT D-BOX OUTLET..................... 93.33 8 OUTSIDE 500 YEAR FLOOD ZONE) c 5.2 Arau rap_ 3.5' 3.5 ' -' ' 7. INVERT OF PIPE AT GALLEY................................. 93.31 I SITE 8. BOTTOM OF GALLEY............................................... 91.31 3/4-1 1/2" DOUBLE END OF EXISTING PAVING 9. BOTTOM OF AGGREGATE........................................ 91.31 ' WASHED STONE • � GENERAL NOTES: 9 *LOCATED ON SECTION & PROFILE 77�- _' f - 1. THE SYSTEM COMPONENTS AND CONSTRUCTION i **BENCHMARK = STAKE SET = 95.19 '� = , ' �' 1 PROPOSED WATER & GAS / SHALL BE IN ACCORDANCE WITH THE STATE OF SE SANITARY CODE TITLE 5, AND LOCAL SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED BOARRDD O OF i BOARD HEALTH REGULATIONS. BELOW 93.31 IT SHALL BE REMOVED & REPLACED SECTION A - A PROPOSED OVERHEAD TELEPHONE, I PER y i N 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO WITH A 5 ovERO G E TITLE 5 REGULATIONS TYPICAL SECTION � ELECTRIC & CABLE TV CONSTRUCTION AND BE RESPONSIBLE FOR ALL � NOT TO SCALE UNDERGROUND UTILITIES. ESTIMATED HIGH GROUNDWATER CALCULATION �P , ,;' ,' / 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. (USGS/CCC METHOD) N D NOTE: PROPOSED EDGE OF t 6' GRAVEL ROAD ��\�G / v 4. PIPING SHALL BE SCHEDULE 40 PVC. INDEX WELL # ArW-230 ZONE. t ,qNp PROPOSED UTILITIES PER PLAN OF LILLIAN +� - DATE 'OF,READING. 2120197 DEPTH TO GROUNDWATER. 2 •92 DRIVE, CENTERVILLE, NA BY CJ ENGINEERING FOR �/ a GROUNDWATER LEVEL ADJUSTMENT' 1.90 , 5. SYSTEM COMPONENTS SHALL MEET H 10 LOADING ALL CAPE ENGINEERING, REVISED 6123197 / , ,� /� UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ACTUAL GROUNDWATER LEVEL O SITE: EL. L5--O `D UNDER DRIVEWAYS, ESTIMATED (MAX) HIGH GROUNDWATER LEVEL EL. 68.42 C� #c / � � � iL .�� // Y 6. CONTRACTOR SHALL WATER TEST D-BOX FOR II PER USGS MAP - PROPOSED SAS AT EL 50.00 f ABOVE MEAN SEA LEVEL, ` / F / '1' m LEVELNESS PER GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) '��+ / / S '� /=�,' 4� q 7. ANY ALTERATIONS OF THIS DESIGN SHALL BE ' 50.00 - 20.00 = 30.00' TO GROUNDWATER 96.50 GRADE AT SAS) - 30.00' = 66.50 (GROUNDWATER ELEVATION) k 0�• �� ' , i tea! HEAROVED IN WRITING BY THE ENGINEER AND BOARD OF vz" 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN ���• PRPG ''e• �� ADVANCE FOR FINAL INSPECTION OF SEPTIC SYSTEM INSTALLATION.i � S ALLA710N ` 9 V � i SOIL TEST LOGS: � i P-8878 P-8877 DEPTH HORIZON DEPTH HORIZON DESIGN CRITERIA:/ L' 1 -____--, GRADE = EL. 96.50 GRADE = EL. 94.25 0. ORGANICS & ORGANICS & \/ �,�9 ,' T 33 DESIGN FLOW. LEAVES LEAVES ,� ' _y LOT 2 BEDROOMS ® 110 GPD = 220 GPD 6" " / -�� h°� Q�F / �, SEPTIC TANK =_ 1,500 GALLONS LOAMY SAND 0 LOAMY SAND O / l �' • 01� I C 1 I t - - _ 7.SYR4 1 7.5YR4/t /P-8878 NO GARBAGE DISPOSAL / d�" /._ / / SIZE OF LEACH FIELD REQUIRED: 12" SANDY LOAM A SANDY LOAM A / ' '��,/ �1:�, / / DESIGN OF PERC RATE: 2 MIN/INCH / J / F, EO'D AREA = 22010.75 = 293.3 S.F. 7.5YR3/3 7.5YR3/3 �F.y i 15" / r' AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. 12" , / LOAMY SAND Bw LOAMY SAND Bw / �` I 1 Q 10YR3/6 10YR3/6 / ` `- EFFECTIVE LENGTH = 25' PROPOSED EDGE ---- EFFECTIVE WIDTH = 12.2' 30" 22" OF GRAVEL ROAD MED. TO COARSE Cl MED. TO COARSE Cl �� p STK SET SAND.W/GRAVEL SAND W/GRAVEL EL. 95.19 10YR7/8 2.5Y7/6 `� -----_ ©ON �� �\ 112" 72" `�. �;�, + TWO 500-GALLON PRE-CAST COARSE SAND C2 SAND TO COARSE C2 \ \ \ ?`'' �; p�1 10YR7/4 +` CONCRETE GALLEYS, 8'6" x 5'2" 10YR7/6 s� -_ ,� ,�� EACH, 4' CR. STONE ON ENDS AND - 1 9• 3.5' CR. STONE ON SIDES LOT BOUNDARY 120" 120" b P-88,77 �� �� "_- WATER SOIL TESTS CONDUCTED ON 2/t 3/97 BOTTOM OF EXCAVATION FOR LEACHING FACILITY TO \ GAS 3Y CAEST S J: DUCT E, P.E. EF_ INSPECTED BY THE ENGINEER OR HEALTH AGENT �� �� \_ Eo ELECTRIC CABLE TV i TELEPHONE WITNESSED BY BARNSTABLE BOH AT TIME OF CONSTRUCTION. �\ �\ - - - _ - - - EXISTING CONTOURS AGENT JERRY DUNNING \ \ SHOFMgs PROPOSED CONTOURS NO GROUNDWATER OBSERVED AT 120" (EL. 84.25} s90 LIMITS OF LEACHOVERD G a� �\ �\ ro� TE��Y �� ---------�--------- LIMITS OF LEACH FIELD EXISTING TRAVELED WAY PE+2C RATE <2 MIN/INCH AT 66" IN P-8878 __ o A�lhE � - - LGT 35 WARNER `� �J�J�J AND 66" IN P-8877 - EDGE OF CLEARING No.38721 9 O� P-8878 TEST PIT, LOCATION & NUMBER { SOLID 4" PVC, S=0.021 D-BOX TO BE PLACED ON CRUSHED .12, 195 S.F. ILA STONE BASE, MIN. 6" THICK 2" LAYER OF 1/8" - 1/2" DOUBLE \�� /g S RE t/I 1O NS. WASHED STONE ABOVE GALLEYS 0 20 40 RISER TO WITHIN 6" OF GRADE, TYP. SOLID PVC, FIRST 2' TO BE 1 SOLID 4" PVC, S=0.021 LEVEL, REST AT S=a005 SCALE: 1"= 20' p TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN LOT 33.� 59 LILUAN DR.. CENTERV/LLE. MA CA YN _____________ o o .•;.:, : J. OWNER: DAVENPORT BUILDING CO. TRUST 2 a o o t� o o `� N�5 1 �°' 20 NO. MAIN ST., SO. YARMOUTH, MA 02664 3 4 5 6 7 : 4 0 0 0 „ a o o :•4 :-` NOTES FOR SEPTIC TANKS: � �FclST ®�T , , L CJ ENGINEERING cp_ CR. IOA E 449 ROUTE 130, SUITE 13 II D-BOX DB-5 BY SHOREY ON� ow Ews 1. INLET TEE SHALL EXTEND A MIN. OF 10" BELOW THE FLOW LINE. � SANDWICH, MA 02563 �1 CONCRETE PRODUCTS OR 8 SEPTIC TANK EQUAL, PROVIDE FLOW 2. OUTLET TEE SHALL BE PROVIDED PER THE TABLE BELOW. (508) 888-4975 H-10 RATED LEVELLORS ON OUTLET 3.5' CR. STONE LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE PIPES ON SIDES 4 FEET 14 INCHES / MAP: 248 PARCEL: 197 PROVIDE GAS BAFFLE 5 FEET 19 INCHES PROPOSED SEPTIC SYSTEM PROFlLE 6 FEET 24 INCHES DATE. 11123199 SCALE. AS SHOWN ; - 7 FEET 29 INCHES NOT TO SCALE 8 FEET 34 INCHES SURVEY BY. TERRY A. WARNER, PLS HARWICH, MA (508) 432-8309 DWG: CJ123/LILLIA59.DWG SHEET 1 OF 1 i j