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HomeMy WebLinkAbout0101 OCEAN AVENUE - Health 101 Ocean Avenue Hyannis F �� A = 305 002 1� 4 a V e �i a i e o � TOWN OF BARNSTABLE + LOCATION e SEWAGE # VILLAGE ASSESSOR'S MAP & LO 05� d0 INSTALLER'S NAME&PHONE NO. � l SEPTIC TANK CAPACITY h51W 0 f LEACHING FACILITY: t / (type) (size) f� NO. OF BEDROOMS BUILDER OR OWNER L" r V � S PERMITDATE: CO LIANCE DATE . f - f Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply.Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility)' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by + e L°l No. Fee 9 THE C MONWEALTH OF MAS Chi SE S Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZfppYtcatton for �Digpozal bpotem Con.5tructi.on Vermtt Application for a Permit to Construct( )Repair(V )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /0 Oct .vt A if e. Owner's Name,Address aad Tel.No. Assessor's Map/Parcel 1;7,3o 1 v Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: AjU Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil iv ENGINEER MUST SUPERVISE wTAW !ON AND GERTlN N WRITING THE SYSTEM WAS- STRICT Nature of Repairs or Alterations(Answer when applicable) ACCORDAC:vE TO PLAN. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue this Board of H alth. Signed cs.r Date 10 + �' Application Approved by Date Application Disapproved for the following reas n Permit No. Date Issued 70 t _ o No�tF �.r/ �► / V © � Fee ` u f Entered in computer:f THE C MONW�A°LTH OF MAS CH SE S Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 3ppfication for ]Digpogal bpgtem Congtruction Permit Application for a Permit to Construct( . )Repair(1/)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components I r Location Address or Lot No. /Q FCT vI A v, Owner's Name,Address �i andTel.No. S 0 ye—v+v.%S Qr 1T, Assessor's'Map/Pazcel� nO,._,,,, � Installer's Name,Address,and Tel.No. '4. Designer's Name,Address and Tel.No. do KIT � Ac��L. Sv r v S a <� 3 Type of Building: ` Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder . r Other Type of Building No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: t The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this Board of H alth. Signed \\cawJ /I .24 Date! /0 o d-L Application Approved by Date Application Disapproved for the following reas n dV i7 Permit No. Date Issued --------------------------------------- } THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired ( )Upgraded Abandoned( )by V4\0 _e wI S� at 101 no in D has en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit 40. d Installer Designer The issuance of this pe 9�'t sha not a construed as a guarantee that the system w' 1 uncti In as designe U u Date , Inspector ���, a — A------------------------------- NO. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal 6potem ngtruction Permit Permission is hereby granted to Construct( )Repair( 61rupgrade( )Abandon( ) System located at 1 ©e eL,— AV e-' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must a comp eted w' hin three years of the date of this , t Date: Approved by I + TOWN OF BARNSTABLE 0+ L' o I �y,� LOCATION �Dl ace aye, SEWAGE # VILLAGE /I/J%�3% 0V ASSESSOR'S MAP & L013 INSTALLER'S NAMENE N0. F SEPTIC TANK CAPACITY LEACHING FACILITY: (type) / (size) 4 NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE ha COMPLIANCE DATE: �Q 9/0a� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility)' Feet , Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by tm Jjrj6 s 1 l t Ia, { ._a £ F L S " 1.., 1.4 1- 1 1 'l r- r R y} r 5 v r'. ( -r" —J hk 4 {Y y' 1 , `f - " r � SAG LE .S U RVEYI NG ,I NC. ° �� - . r + b �' t b . - _ , ; _ 923 Route.6A t .r Yarmouth06rt, Massachusetts , 6 . f 4 . Tele hone;` 508 °362 8132 /_ 508 432 5333 p. ) .; ( );... t " x / tit t7 , a ` t 1 / c s1 , i r r ro 7 x( ry r J -L .s r ip t 'r Y S , .i k d .. 1 Y t - f '; `Frank Whiting, P.L`S :r h t r "-Stephen A: Haas, P E: \ e - !w � J T.V -1 y `F 4 t: i a { A ,E, f >=October 25';.2002 _ s s. a e !� t t - - - - - r a �,r s +� t t �. '1 -, J } ', e,Y 2 J MnDavid Stanton, Health Agent ,` ''" % F t r , - k Barnstable Health'`Depaft' µ,, F x `x f� '• J 200 Main Street r" - ,, Hyannis, MA-02601N F ," Re' -,,Smgmaster,101 Ocean Avenue;:Hyann." 1.I MA ` a �-, x Dear David - , . t _{ �, { 'a' 1 t t r r, 1 ii �`7� a { ' r 3,'Tlis is,to c'erti that I have ins ected the comp le ed'septie system,at'tlie above location"I found that rt is . _ , - . P installed substantially as per the septic system design prepared Eby this office-,dated July 25;2002 and revnsed `y ' September 5, 2002 r h' s ,3 z Gfi a , i 6 �. r Please do not hesitate to'call if you have any questions r H u , .�/ ,V ,I '� t r E _ .: R /> �; \ u F ...aY' 1 f S - r f Y4 j '1 l' 1 r'.' i yi + Y Sincerely 9 : r r ��. . r - r w < - EAGLE SURVEYING INC / f£. ; =` t, r Y } px e E t r 1 i r s r _ t r :-_t r 1 _ J S` t , } A .s r t F f 7 r / S h, t J k.; f .r., •-. '` r r' �'"'ti fr ,,[ �;, ' • .4 /^ e` -; r ya s t .r' r t a J "s Y ' +' s'. i K" -� 1 it, sI $, s :J `f` 9 v x , t,.r :, s Stephen A Haas;_P E � = , _ ' n r } , v E i t - .i` 7 f g^ � n n rF%� ,I r �e� -1 F i- %g } ; •r� t , " � I; ", �+ -s S 1, - ai r� t /., Af, ii. F j r 'n w' S 7," k P'' } 1 ri l T v-" ti .!`'x. \ s ' n 1 l ie� t 1,�P.- }t { c+ F:i h 1r. F e. -i_ .A r t ! , IF..F ..,-{ `'"t, a -t ,. r.i fi E y,ti�' \ .F r r 5 .e a rr.W- r p tt . II .{x is S -� _ t } - 'tyy-- `` '� , �",�ls,�--",�,' E 3 s•fit.,, f rE .r .s. G 1.J n r 'Fx1 .," r-i'. .$ -4-, f .c -F t y ..a �' ,rt.r,'Cl ?i' , t -.. Ea;.yJ^'' t'--d s'e E ,+ 7 } 7 \ , R `r s'.. .� r _ r i i' rt ,VJ'ip �,.( r l ",.. � , ',_ ` Ft> -t� t'� at: .f F " t " f S.', .e ^i r. r. F r s,r (r _".) 't. •, ,c .;. 9 - t' a r a ' t' E, tf P,,; `� \,, 1 jrY �i .t+r; •e. � 1 % T Sr' -.y..' Y �1 i •r f.N* 1, 'Ss i3 y Y j 'J i rt a 1� s �} .J .t e .t i w St, rr s ti n ` .% .l -> '. i W h HE 4 t 4 tt i,, ` kw,^ ?. G r[',-[ - 1 r t_x j J, , r ih .'; t r.3.t. �,-�i 't-J„ ° ak i s S r IE F t., F r .3.,+ t,'• ^ L Y �.` t a T r `r a -. ., r J -fi r _ p Y jt i, 4 .,4 •irr� �`l§4 S.fir N'�t/ Y"r..t '4 /, t ..A J - , h a+', ,! �.�•a'4.' �err i d y �' 't , svh �voo,az, • • '. OaooC •ssx3 3nowaa OD nOLLIaQ'v Man rn o ov V T _ •a,d e%s Man 1 I 84 I 6'11 cn ® a,d I banMo A-a I \ _•,.lnn •srn •1S l 3' •aCn 6' \ N 52700C Man / I I a,d dAe, •ASx3 I I C I N I awed •�m� l vai � I V I ni�rw� O1 iMOCnIM •15x I / 15'7 i Town of Barnstable UAfa Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Mr. Stephen A. Haas, P.E. September 9, 2002 Eagle Surveying Inc. 923 Route 6A Yarmouthport, MA 02675 RE: 101 Ocean Avenue, Hyannisport, A = 305-002 Dear.Mr. Haas, You are granted conditional variances on behalf of your client, Larry Singmaster, to construct an onsite sewage disposal system at 101 Ocean Avenue, Hyanisport. The variances granted are as follows: PART VIII, SECTION 1.00: The soil absorption system will be located ninety- three (93) feet away from coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. 310 CMR 15.405 (1)(a): The leaching facility will be less than one foot away from the front property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.405 (1)(a): The leaching facility will be sixteen (16) feet away from the foundation, in lieu of the twenty (20) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. The wall located between two of Haas2 f the existing four bedrooms shall be removed, as proposed by the applicant. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated July 25, 2002. (4) An impermeable liner shall be placed between the leaching facility and the foundation wall. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated July 25, 2002. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the proximity of the wetlands adjoining the property. It is the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin erely y s, M.D. C ai an Haas2 �0,p THE h DATE: �CJS�• OCR * BARNSTABLE, FEE: y MASS. g �prED 19. A`0 REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S.FAX: 508-790 6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 161 Assessor's Map and Parcel Number: 306- l0 Z Size of Lot: zZ• ���'-� S Wetlands Within 300 Ft. Yes ✓ Business Name: N i9 No Subdivision Name: � A APPLICANT'S NAME: LXW AT' 7? Phone 54-6 -7-7S 3 ja 6 Did the owner of the property authorize you to represent him or her? Yes I/ No PROPERTY OWNER'S NAME CONTACT PERSON Name:oxx`lw Name: A . 1*14 S, PE Address: Address: 923 GA, yi4,2.•7cz�%-r� P , Phone: . '09 7 7S 336C, Phone: 8 36o Z 813 Z VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) J'9 eC x- 7D 1:677- ?_ �; t3� 6A�,u�7y9-4CN-ArKT✓/! ileaTbti( /tea ke&6-� fC-c ,S&-7-6--f�S NATURE OF WORK: House Addition ETD-05000 House Renovation P *Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Q:\HEALTH\WPFILES\VARIREQ.DOC �r FORM 9A - Application for Local Upgrade Approval Commonwealth of Massachusetts /}-A ?- L ,Massachusetts (City/Town) Application for LOCAL UPGRADE APPROVAL Title 5, 31!0 CMR 15.000 DEP Approved Form Required by 310 CMR 15.403(1) Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flout' of less than 10,000 gpd,where full compliance,as defined in 31.0 CMR 15.404(1),is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405,or in full compliance with the requirements of 310 CMR 15.000,require a variance pursuant to 310 CMR 15.410 through 15.417. NOTE:Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy,or the addition of a new design flow above the existing approved capacity of a septic system constructed in accordance with either the 1978 Code or 310 CMR 15.000. Facility Address:_/./ oC e--f-40 A-dE City/Town: /f /S tof !o "J4- Facility/System owner: Address: A,/ OC Ave City/Town: A31 S POYV�r State: "A Zip: bZ Telephone: (S08 ) ' 75 330& Type of Facility(check all that apply): gResidential . ❑Institutional ❑Commercial ❑School Describe facility SE-P 7-7e- 7-,*h , Type of existing system: ❑Privy W Cesspool(s) ❑Conventional System ❑Other(describe) Type of soil absorption system(trenches,chambers,leach field,pits,etc) C 14r4—'6«—S Design Flow per 310 CMR 15.203: { Design flow of existing system Goa gpd Design flow of proposed upgraded system S56 gpd Design flow of facility S5 O gpd Proposed upgrade of system is: rj Voluntary ❑Required by order,letter,etc.(attach copy) Required following inspection pursuant to 310 CMR 15.301 Provide date of inspection 8 FORM 9A - Application for Local Upgrade Approval Department of Environmental Protection DEP Approved Form-3/20102 Pagel of 3 r" Describe the proposed upgrade to the system E Pe /tc e Essn��S (,J7ni a8okDlS . Local Upgrade Approval is requested for: Reduction in setback(s) (Describe reductions) S&P, - >l� L /o ' ro A-14zsE p�yc� Gi,uE ❑ Percolation rate for 30 to 60 min/inch Percolation rate min/inch ❑ Reduction in SAS area of up to 25% (SAS size and%reduction) SAS sq ft Reduction % Reduction in separation between the SAS and high groundwater Separation reduction ft Percolation rate min/inch Depth to groundwater ft ❑ Relocation of water supply well(Explain) ❑ Other requirements of 310 CMR 15.000 that cannot be met Describe and specify sections of the Code If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation,an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1).The soil evaluator must be a member or agent of the local approving authority. A)IA High groundwater elevation determined by: (Print or type evaluator's Name) (Signature of evaluator) (Evaluation Date) Explain why full compliance,as defined in 310 CMR 15.404(1),is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: A-)-O T 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: /V/A A DEP Approved Form-3/20/02 Department of Environmental Protection Page 2 of 3 i` FORM 9A - Application for Local Upgrade Approval 3. A shared system is not feasible: k)1A 4. Connection to a public sewer is not feasible: p/A The Application for Local Upgrade Approval must be accompanied by all of the following: (Check the appropriate boxes) [ Application for Disposal System Construction Permit Complete plans and specifications [Jf Site evaluation forms A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). Other(List) /&,/ rTL 5 CERTIFICATION: "I,the facility owner,certify under penalty of law that this document and all attachments,to the best of my knowledge and belief,are true,accurate,and complete.I am aware that there may be significant consequences for submitting false information,including,but not limited to,penalties or fine and/or imprisonment for deliberate violations.. Facility owner's signature Date C5 /lf/®Z- Print name 57za)-#ctij A- IAW��e-& Name of preparer �7Z�P#e-i-3 A • HAAS Date 4o., l/S/oz Preparer's Address:&AGc-E ,,&P &4 City/Town: Sr`44-4&v774 P4--4-3" State: /-e A- Zip: oZ 6, 7_�— Preparer's telephone: ( �'2�S ) 3 G z 8 13 z NOTE: 310 CMR 15.403(4)requires the system owner to provide a copy of the local upgrade approval to the appropriate Regional Office of the Department of Environmental Protection,Bureau of Resource Protection,Division of Watershed Management,upon issuance by the local approving authority and before commencement of construction. Department of Environmental Protection DEP Approved Form—3/20/02 Page 3 of 3 Lawrence G. Singmaster 101 Ocean Avenue Hyannis Port, MA 02647 June 26, 2002 To: The Barnstable Board of Health Dear Board: This letter is to authorize Eagle Surveying, Inc. of Yarmouth Port and Steve Hawes to represent us as owners of 101 Ocean Avenue, Hyannis Port, MA 02647 in our building/permit affairs with the Town of Barnstable. If there are any questions, please call us at: 775-3306. Sincerely, Barbara B. Singmaster ?" e�CtAz — Cn Lawrence Singmaster - - EAGLE SURVEYING, INC. 923 Route 6A Yarmouthport, Massachusetts 02675 Telephone (508) 362-8132 / (508) 432-5333 Frank Whiting, P.L.S. Stephen A. Haas, P.E August 15, 2002 RE: Title 5 Variance Application 101 Ocean Avenue, Hyannisport To Whom It May Concern: As an abutter to 101 Ocean Avenue, Hyannisport, MA,please be advised that a request for variances to Title 5 and Barnstable Health Regulations has been filed with the Barnstable Board of Health for upgrading the existing septic system at the above-mentioned address. Applicant: Larry Singmaster Address: 101 Ocean Avenue Hyannisport, MA Project Location: 101 Ocean Avenue Assessor's Map 305, Parcel 002 Applicant's Agent: Stephen Haas Eagle Surveying,Inc. 923 Route 6A Yarmouthport, MA 02675 Public Hearing: Second Floor Hearing Room Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Date: September 3, 2002 Time: 7P.M. Plans and application describing the proposed activity are on file with the Board of Health. ABUTTER'S LIST TO 101 Ocean Avenue,Hyannisport, MA Larry Singmaster Map 305 Parcel 2 Map Parcel NAME& MAILING ADDRESS 305 1 Town of Barnstable 3 J Brian& Miriam O'Neill 700 S. Henderson Road King of Prussia, PA 19406 306 1 George&Marion Collins 81 Crestwood Road Warwick, RI 02886 202 George& Marion Collins 81 Crestwood Road Warwick, RI 02886 I Town of Barnstable P# Imo► �S� Department of Health,Safety,and Environmental Services �Im Public Health Division Date / SLO cl, 367 Main Street,Hyannis MA 02601 S tAnNel'ABr.e. MAW '> 6 9.� Date Scheduled /// D L Time Fee Pd. 10 U•' Soil Suitability Assessment for Sewage Disposal Performed By: �j S Witnessed By: LOCATION& CENERAL;X.Ii�iFORM�T ON Location Address �p/ OC�Fy.) iA->vE~. Owner's I.Name Address S^_-e[= Assessor's Map/Parcel: 3 a S d p - Engineer's Name 5 7&,7 H &,..3 S NEW CONSTRUCTION REPAIR _ Telephone# S'o$ 3&4 $l3 Z Land Use �-E 5'a err-iA'� Slopes(0/0) G— 2 Surface Stones A-70 Distances from: Open Water Body GT ��' ft Possible Wet Area G��' ft Drinking Water Well ft Drainage Way ft Property Line /0_ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) TT r �6 y }" a---- v\\ ` 1 Parent material(geologic) b 4.-T 4"S N Depth to Bedrock Depth to Guiundwater. Standing Water in Hole: � Weeping from Pit Face Estimated Seasonal High Groundwater ESL Z. S DETINAT`YOl�t P{ SEASOAL HYH'VtxATiJI TALE Method Used. F/ee�'I �����u a�`►`T�4i�' . Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ pERCULATI.0 TEST Hate / T,me � Observation Hole# Time at 9" �fa h Depth of Perc Time at 6" Start Pre-soak Time @ /O as Time(9"-6') End Pre-soak / S/ s� •je6 Rate Min./Inch Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant DEEP UEItVATI1 ILE E+I�Gr IIe1 ;# :_. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % �fl .. DEEP:OBSERVATION Hi?LE LAG3ole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % DEEP OSEItV`ATIONbE LUG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % DEEP.OBSERVATION HOLE Lf1G Hole:# , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % ��l�'� L I,��!Ci+ U�1�# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(m:) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. %Gravell i No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for 10tgpogar bpgtem Congtructton Permit Application is hereby made for a Permit to Construct( or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. db/ 6 e E-,4•N ii V E 1/-er4---W rs AO-A—T A.,e p+ Sad 71 S 3 3o G Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �72=7/+C-0-3 14-+-+5 Type of Building: Dwelling No.of Bedrooms S Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S Sa gallons per day. Calculated daily flow gallons. Plan Date --J'y 25- Z-00Z- Number of sheets Revision Date Title 02E e--A k>Z Description of Soil �� C -�✓tiS� 5i9.+�)7) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: �5 h e Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set forth below: No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mtgpont *pgtem Congtructton Permit Permission is hereby granted to to construct( )repair( )an On-site Sewage System located at 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 two years of the date below. , Date: Approved by No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE., MASSACHUSETTS `A 3pprication for Migpogal 6pgtem �Congtruction Permit - y i Application is hereby made for a Permit to Construct(\/or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. lot oe&Y94j A-✓E Cam))t-e-—,e e- ;5 1.v,—/tS-)a - A� yr+4.J"415 10190-1-T A-eA Sao 7-7S 33oc. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5�>9 3G Z Type of Building: " Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow SS-0 gallons per day. Calculated daily flow S V gallons. Plan Date 4TyL y 21- Za'Z Number of sheets Revision Date Title j772-- 174 A,-� c7=- L_A.Ay- Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date'lastinspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Application Disapproved for the following reasons e Permit No. Date Issued —————————————————————— ------ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS f Certificate of Compliance tTHIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for l as «'' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set forth below: ' No. d - , Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogar *pgtem ConMruction Permit Ff. Permission is hereby granted to to construct( )repair( )an On-site Sewage System located at 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. F All construction must be completed within two years of the date below. Date: Approved by R7EE _ o _ TROY WILLIAMS A SEPTIC INSPECTIONS to 11 TOWN OF RARNjqXAg-_g Certified by MA Department of Environmental Protection (508) 385-1300 19 Hummel Drive South Dennis,MA 02660 P COMMONWEALTH OF MASSACHUSETTS r EXECUTIVE, OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 'riTLE 5 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESS-MENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM,YORM PART A CERTIFICATION Propert) Address: 101 Ocean Avenue Hyannisport,MA Owner's Name: Larry&Barbara Singmaster Owner's Address. P.O. Box 396 Hyannis,MA 02601 Date of Inspection: , August 10,200'l Name of Inspector. Trfoy'M�Williams Company Name: Troy Williams Septic Inspections Mailing Address: 19 Hummel Drive Tele hone N.um' ber: South Dennis, MA 02660 p (508)385-1300 CERTIFICATION STATEMENT I cert�j that 1 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 svvem Passes w, Conditionally Passes Needs Further Evaluation by the Local Appioving Auilimit) Fails Inspector's Signature: ��S•w,, � . Date: ' //0 /y t The system inspector shall submit a copy of this inspection re ore to the Approving Authority(Board of I lealth 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, andrrhe approving authority. i Notes and Comments Although system meets the minimum requirements set forth by the Massachusetts Department of Environmental Protection,certification is not to be construed as a guarantee of future world g-condition of system,piping or components. This inspection represents the conditions of the system on the Date of inspection noted above. ""This report only describes conditions at the time of inspection and under the conditions of use at that time. I his inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 16/15/2000 pace I Page 2 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 101 Ocean Avenue Property Address: Hyannisport,MA r Owner: Larry&Barbara Singmaster 2001 Date of Inspection: August 10, e- Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any o e failure criteria described in l3 l'O C� -' 13.303 or in 310 CMR 15.304 exist. Any failure criteria not ev ated are indicated below,• Comments: 4 i � 1 B. System Conditionally Passes: f One.or more system components as described in the"Conditional Pa s, secfon need t�'be re aced or repaired. The system, upon completion of thesreplacem nt`or repair,as approved by the Board ealth,will pass. j „ Answer yes. no or not determined(Y,N,ND)in the for'the following statements. I not determined"please explain. _- . The septic tank is metal andlover 20 years old* or the septic tan} (whe�~�r metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is.im trient. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by t oard of Health. •A metal septic tank will pass inspection if it is'structurally sound,n leaking and if a Certificate of Compliance indicating that the tarik is less than 20 years old is available. 1 r+ v ND explain: Observation of sewage backup or break out igh static watei'level in the distribution box due to broken or obstructed pipe(s)'or due to a broken,setiled or even distribution box.'',System will pass inspection if(with ✓ approval of Board of Health): rf brok pipe(s)are replaced o coon is removed( ' istribution box is leveled or replaced-,,, i ND explain: �--} The system re tred pumping more than 4 times a year,due to broken or obstructed pipe(s).The-system will pass inspection if ith approval of the Board of Health): broken pipe(s)are" replaced ;} obstruction is removed �q ND explain: i 2 l^ 1 f Page 3 of I l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster Date of Inspection: August 10, 2001 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 jf 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 .303(1)(b)that the system is not functioning in a manner which will protect public health,safety a the environment: /f Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh 0 �; t 2. System will fail unless the Board of Health(and Public ater Supplier,if any)dtermines that the- system is functioning in a manner that protects the publi ealth,safety and't,environment: + ; _ The system has a septic tank and soil abs .the ti system(SAS)and SAS is within 100 feet of a surface +eater supply or tributary to a surface wa r supply. 7 _ The system has a septic tank and SA d the SAS is within a Zone 1 of a public water supply. ' l The system has a septic tank an AS and the SAS is ++ithin 50 feet of a private water supply well. _ The system has a septic to and SAS and the SAS is less than 1.00 feet but 50 feet or more from a private water supply well**. ethod used to determine distance y� **This system passes the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatil rganic compounds indicates that the well is free from pollution from that facility and the presence of monia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other.,1 failure criteri a triggered. A copy of the analysis must be attached to this form. 3. Other: s } n a 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) 101 Ocean Avenue Property Address: Hyannisport,MA Larry&Barbara Singmaster Owner: August 10, 2001 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 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 ivy 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 %day f o ! Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. V Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water t 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.) -.oc.... , 1t SoP F4. tv�� Gr� 'f cr�o- , S;. ) ( . YES (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as 1 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 esign 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 cr' ria above) yes no the system is within 400 feet of a surface drink* g water supply the system is within 200 feet of a tribu o a surface drinking water supply the system is located in a nitrogen sitive area(Interim Wellhead Protection Area—I WPA)or a mapped Zone 11 of a public water suppl ell If you have answered"yes"to any estion in Section E the system is considered a significant threat,or answered "yes"in Section D above the lar system has failed.The owner or operator of any large system considered a significant threat under Secti E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner ould contact the appropriate regional office of the Department. 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster r Date of Inspection: August 10, 2001 i Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _ ping information was provided by the owner. occupant, or Board of 1 Lahti, _ Were any of the system components pumped out in the previous two weeks ? 1 Has the system received normal flows in the previous two week period ? t ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ; nV,9 Were as built plans of the system obtained and examined?(If they were not available note as N/A) t Was the facility or dwelling inspected for signs of sewage back up? t _ Was the site inspected for signs of break out? _ Were all system components,excluding the SAS, located on site _ N/g Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction,dimensions, depth of liquid,depth of sludge and depth of scum ? _ Was the facility owner(and occupants if different from owner)provided with information on the proper i 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 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)j310 CMR 15.302(3)(b)J I 5 Page 6 of 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster Date of inspection: August 10, 2001 ! FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): $� Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 1 10 gpd x#of bedrooms): 5 Su t Number of current residents: 3 Does residence have a garbage grinder(yes or no): A10 Is laundn on a separate sewage system (yes o: no): wd [if yes separate inspection required] Laundry system inspected(yes or no): ,v/•a Seasonal use: (yes or no): V15 S Water meter readings,if available(last 2 years'usage(gp`d)): DO 70 w6 v 1 t,,) Sy - /6 E�o oo Sump pump(yes or no): wo Last date of occupancy: i COMM ERCIAL/INDUSTRIA L Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):Ze Non-sanitary waste discharged to the Title 5 syst ): _ r Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Al. QQ Was system pumped as part tile'inspe�n.(yes or no). N� If yes,volume pumped: gallons -- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box, soil absorption system Single cesspool ( z ,. _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):.x. Approximate age of all components. date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):14& g. 6 Page 7ofII OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster E Date of Inspection: August 10, 2001 BUILDING SEWER(locate on site plan) Depth belo�ti grade: Materials of construction: cast iron ✓40 PVC other(explain): Dktanc:• fron. private water supply well or suction line: Al la Comments(on condition of joints,venting, evidence of leakage,etc..): .M—.s C—"') 74c-r—k a. 4- T G ✓J SEPTIC TANK: _(locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compli. a(yes or no): _(attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet teeXee Distance from bottom of scum to bottom of ofle: How were dimensions determined: Comments(on pumping recommendation , mlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of akage, etc.): I GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass yethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or ba Distance from bottom of scum to bottom of outle ee or baffle: Date of last pumping: Comments(on pumping recommendation inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of age;etc.): - --- -- -----' --- - ._..._. _- ------ - -'— ------- 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: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster Date of Inspection: August 10,2001 TIGHT or HOLDING TANK: (tank must be pumped at time of' pection)(locate on site plan) Depth below grade: Material of construction: concrete metal fibergl _.polyethylene other(explain): Dimensions: Capacity: gallons Design gallons/day Alarm present(yes or no): Alarm level: Alarm in working or r(yes or no): Date of last pumping: Comments(condition of alarm and t switches,etc.): S d f DISTRIBUTION BOX: (if present m/utlets e on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribuany evidence of solids carryover, any evidence of leakage into or out of box,etc.): PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,/itionmps and appurtenances,etc.): 8 Page 9 of I 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster Date of Inspection: August 10, 2001 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not r wired) If SAS not located explain wlty: Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number, length: . leaching fields,number, dimensions: overflow cesspool,number: 1 innovative/alternative system T e/name of technology: Comments(note condition of soil,s' ns of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration' S • L__�,- �,h r� s �. k �� N Depth—top of liquid to inlet invert: Depth of solids layer: 3" Depth of scum la.er. a is Dimensions of cesspool: ?I>c G ' Materials of construction: C ,s g2,, Indication of groundwater inflow(yes or no): YTS S«y -A Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): S S/N A y.+.�'�` S .J ' u�' v.� t c.i c.r� } w. l` a:.. ✓ J PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydrauZilure, vel of ponding,condition of vegetation,etc.): 9 Page 9 of I I OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 101 Ocean Avenue Hyannisport, MA Owner: Larry&Barbara Singmaster Date of Inspection: August 10, 2001 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) If SAS not located explain why: "type --------------------- __ leaching pits. number: _ leaching chambers, number: _ leaching galleries,number: leaching trenches,number, length: leaching fields, number, dimensions: -- __-overflow cesspool,number: _ innovative/alternative system T name of technology: --_ Comments(note condition of soil, si of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): .CESSPOOLS: (cesspool.must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: t ! Depth of solids layer: _3 a - -- --- -— Depth of scrim la\er: Dimensions of cesspool: __6 k.6 Materials of construction: _ 1 bla le Indication of groundwater inflow — - — Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): ..icy.a-cI /'c. Y ✓. -_._--_. rz ti PRIVY: (locate on site plan) Materials of construction: Dimensions: ------------ ----- -------- Depth of solids: Comments(note condition of soil, signs of hydraulic tlure, level of ponding;condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 101 Ocean Avenue Property Address: Hyannisport,MA Larry&Barbara Singmaster Owner: August 10, 2001 Date of Inspection: 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. 1 23 , } IV IU Page I 1 of 1 I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 101 Ocean Avenue Hyannisport,MA Owner: Larry&Barbara Singmaster Date of Inspection: August.10,2001 SITE EXAM / Slope ✓ Surface water ✓ Check cellar ✓ Shallow wells Estimated depth to ground water feet Adjusted high ground water elevation feet r Please indicate(check)all methods used to determine the high gruund %Hater 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: / L� d�ti„ocs s t o �1 --� s! /D J ' ' cc 1 - /h Cr c .�,�.N..l-� h � ) G y.,,.t G�� L.�jit,.I...� 'sl�a✓ r'I s �7 � G-l 1 L !ti']"II/G an�C sue`. 45 {1Sl t I T 1 '-O" Side Setback e , Property L,ine_x P . Garage _ \ New ruled connector �O Trash Bins \ I I / New Front Entry / Drying Yard a / 1 6' 12 ——MML I I I— Powder Rm n N 30 36 I 5'-9"x 4'-9" Kitchen I3-5^x 1 r-s„ —I // New Bath&Closet r. Bedroom#3 27 l,laa I / HE o �r., lose ,."lf`% New / — Entry ,Bath#T C t 76.82 sq ft u 2a 9'-2"x 21'_2" T 5 x 7 5` 1 T s z 7 s ): desk I - -' - I I I _ y V Living Room II 6"x48" , Dn Bath —k.: I I Existin ' s Dining Room g T-s^x s'lo^ 6 I Laun ry ------- o•x ' I I Phone Room I — � s I / — ter Bedroom Bedroom#2 I ( ( 3^x IG-o" . I (Cath Ceiling) Outline of I I Porch Above I I Setback Line I I Dn New Bluestone Terrace ' New Bluestone Terrace \ Replace old flagstone terrace In similar configuration I' 100'-0"From wetlands I a' STREIBERT ASSOCIATES Architects Singmaster House 0132 Proposed 1st Floor Plan I 15 Linden Tree Lane 101 Ocean Avenue Al ©Streibert Associates-Architects ' qN[) Chatharn, Massachusetts 02633 508-945-1459 Hyannis Port, MA 02601 Scale- 1/8" = 1' - 0" 25 July 2002 I ii i I I I I ----------------- New roofed connector New Front Entry I New roof over II I bath&closet Guest Ba i soli i i Master Bath 1 I I i ...1 3 I I New =_____ _ Upstairs Master BedroomLiving „I I } i I sill Guest Bedroom II Existing t I I I I Skylight I I I L--I ---- i----- II I I II II II ? I I I I I T-0-Roud Window Above I I I II II Porch 'i II II II II It i 1 t 's l , 9 s STREIBERT ASSOCIATES Architects Singmaster House 0132 Proposed 2nd Floor Plan 15 Linden Tree Lane 101 Ocean Avenue A2 0 Streibert Associates-Architects ON Chatham, Massachusetts 02633. 508-945-1459 Hyannis Port, MA 02601 Scale: 1/8" = 1' - 0" 25 July 2002 rm N FH Existing Garage New roofed connector West Elevation DE]. CV s` IFTT - - - - - - - - - - - - - - ----- New Laund ^ Room Rear Elevation t - STREIBERT ASSOCIATES Architects Singmaster House 0132 Proposed Rear&West Elevations 15 Linden Tree Lane 101 Ocean Avenue A 3 0 streibert Associates-Architects Chatham, Massachusetts 02633 508-945-1459. Hyannis Port, MA -02601 Scale: 1/8" = P- 0" 25 July 2002 w N .-r O ~ 1 N rr - New Bath&Closet New Front Entry East Elevation Outline of Garage __ -- in front of Elevation _= New roof =_ n � ITI FDF fill H.H.H., -------------- Nlevv Bath&Closet New Front Entry New roofed connector Front Elevation STREIBERT ASSOCIATES Architects Singmaster House 0.1.32 Proposed Front & East Elevations 15 Linden Tree Lane 101 Ocean Avenue A4 ©streibert Associates- Architects Chatham, Massachusetts 02633 508-945-1459 Hvannis Port, MA 02601 Scale: 1/8" = V - 0" 25 July 2002 _ Property Line Garage Drying Yard 11'-9 1/2" 171j, 9'-4" 15-4 3/4" 15-6 3/4" 6'-5 3/4" 8'-5 1/2" IT � Bedroom#4 I Entry 00 Kitchen ath Laundry _ Bath#4 b — Waiter C, V � Living Room II Bath#1 — I O. II D. N 'h ath#3 II - � Dn Dining Room Bedroom#2 na \' \ Entry cn Bedroom#3 o I Mast"edroom 15'-43/4" I 15-63/4" 8'-11" 6'-11/4" \ b Outline of � —_Porch Above — -- 13'-3" 1' Setback Line . 5 it STREIBERT ASSOCIATES Architects Sinomaster House 0132 Existing Ist Floor Plan 15 Linden Tree Lane 101 Ocean Avenue N AS ©Streibert Associates- Architects Chatham, Massachusetts 02633 508-945-1459 Hyannis Port, MA 02601 Scale: 1/8" — 1' - 0" 25 Julv 20021 i rr 1 I 1 15-6 3/4" 8'-10 1/4" 6'-2" I i II - I I 1 Guest Bath aster Bat Upstairs Living =____= Master Bedroom Guest Bedroom Master I I F II II I I ( I I II II II I I I I II I I I I I I 77/ I // I I I I Porch 13-43/4" I II I I I I I I I II y II I Lam—=-----------J� r r 1 - - i I STREIBERT ASSOCIATES Architects Singmaster House 0132 Existing 2nd Floor Plan 15 Linden Tree Lane 101 Ocean Avenue A6 ©Streibert Associates-Architects Chatham, Massachusetts 02633 508-945-1459 Hyannis Port, MA 02601 Scale: 1/8" = F - 0" 25 July 20021 i. a 'ACCESS CO VERS -MUS T-BE W1 THIN ACCESS CO VER TO 9' MINIMUM, INVERT EL EVA T I ONS : DESIGN CRITERIA : GENERAL NOTES : � 61 OF PINI: FINISH GRADE IN - MAXIMUM COVER IJ.42 FIRST 2 TO I VENA Y. INVERT AT BUILDING: 10.65 DES16N FLOW: INVERT IN SEPTIC TANK: 10�45 5 BEDROOMS AT /10 6.P.D. PER I. THIS PLAN IS FOR THEDESIGNANO CONSTRUCTION BE LEVEL MIN 2' OF PEAsroNE INVERT OUT SEPTIC TANK: 10.2 BEDROOM EQUALS 5'50 G.P.D. OF THE SEWAGE DISPOSAL SYSTEWAND PERMITIN6 ':4 DIAM PIP INVERT IN DIST. BOX: 9.85 PURPOSES ONLY. 314* - 1 112* DIA. T2' H-2'0� -��DOUBLE WASHED STONE INVERT OUT DIST. BOX.- 9.68 NO GARBAGE GRINDER I mm 10.65, J12 2. VERTICAL DATUM IS NGVD. FOR BENCH.MARKS /0, GAS 9,5 V3,17.5 INVERT IN LEACH CHAA48ER: 9.5 BAFFL SEPTIC TANK REQUIRED: SET. SEE S I TE PLAN. 5,OUTLET GAL ,LEACHING CHAMBERS BOTTOM OF LEACH .CHAMBER: 550 6.P.D. X 200x - //00 GAL. I wjQ= D'-BOX W14' STONE AROUND, 12.8 *X 42'X 2 AREA HIGH GROUND WATER: 2.5 SEPTIC TANK PROVIDED: 1500 GAL. MIN. J. THE LOTSHOWN HEREON IS IN FLOOD HAZARD ZONE, C 1500 GAL H-20 BOTTOM OF TEST HOLE #1: 1.8 AS SHOWN ON MAP 250001 0006 D. DATED 712192. SEPTIC TANK 6* CRUSHED STONE OR SOIL ABSORPTION SYSTEM REQUIRED: THE VELOCITY ZONE (VIO) SHOWN ON THE MAP, RUNS COMPACTED BASE 8vW 7 DESIGN PERC RATE ( 5 A41NIINCH APPROXIMATELY ALONG THE FACE OF THE CONCRETE A- PROF I L E : NOT TO SCALE $OIL TEXTURAL CLASS - I RETAINING WALL IN FRONT OF THE PROPERTY, EFFLUENT LOADING RATE - 0.74 GPDISF 550 GPD / 0.74 GPDISF - 744 S.F. REQUIRED 4. ALL CONSTRUCTION METHODSAND MA TERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM $HALL PROVIDED: 4-500 GAL LEACHING CHAMBERS CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL W14 ' STONE AROUND. A-757 S.F. BOARD OF HEALTH REGULATIONS. 757 5,F. x 0.74 560 G.P.D. svw 6 5. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER SOIL TEST PIT DATA & THAN 3' IN DE'P TH S14ALL BE CAPABLE OF WI TH-�� K7 INDICATES STANDING H-20 WHEEL LOADS. INDICATES PERCOLATION OBSERVED TEST GROUNDWATER 6. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. evw 5 P#10150 7. SEPTIC TANK AND D-BOX SHALL, BE REINFORCED HORIZON TEXTURE COLOR PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL 0 LOAMY I OYR BE WATER TESTED TO CHECK FOR LEVEL WHEN.TPERE SAND 212 0 VW 4 5* . .......... .......... .................... - 10.9 IS MORE THAN ONE OUTLET. C04 LOAMY IOYR 8. BEFORE CONSTRUCTION CALL 'DIO-SAFE*. SAND 316 -888-DIG-SAFE AND THE LOCAL WATER DEP T. 12-- ---------- ....... ....................... - 10.3 FOR LOCATION OF UNDERGROUND UTIL I TIES. MED-COARSE IOYR SAND 616 9. EXISTING CESSPOOLS TO BE PUMPED DRY AND V V I "I.. , I avy j BACKFILLED. �A' TRE �BE SLEEVED WHE j, to.74 IT CROSSES THE WATER LINE WI'TH'A LARGE ' El THER WAY'AND CEMENTED 46'3 /0. RELOCATED WATER LINE IS -TO 4n '�'04-41 2 DIAMETER PIPE FOR 10 jA,j 11, 8vW N THE ENDS. 0 4. �4-�oo OALLOM evw I 4.49 NO WA TER l/. ALL PLUMBINO' IN THE.DWELLING IS TO BE RELOCATED LEAcHkw ammBEA$ j 114* 1.8 DWELL/NO AT THE LOCATION AND IV14 TO EXIT THE' DATE: JANUARY 15. 2002 ELEVATION $- NOWAI. N 8.2 TEST BY: STEPHEN HAAS 12. PROVIDE A 40 MIL POLY VAPOR BARRIER WHERE 9.7� Ff WITNESSED PY:�DAVID STANTON r 7� THE $A$ IS LESS THAN 20' FROM THE CELLAR 'sFr -yi . PERC RATE: 2 MINIINCH WALL. (AS SHOWN) 4 RELOCATE WATER SERVICE VARIANCES REQUIRED : oTITLE 5. MAXIMUM'FEAStBLE COMPLIANCE SE r9A CK­0 t 7A MC$ SECTION 15,21l.-(1VMIN1HUAf 12.4 0 /0 /S REQUIRED BETWEEN THE SEPTIC TANK AND,THE DWELL ING. 6' IS PROVIDED, AND 4'� THE SEPTIC TANK AND' , ' 10 A 4* VARIANCE I$ REQUESTED IS REQUIRED BETWEEN c GAS AND ELECTRi' L INES IS OA�,NEED ro,'er,Ra.ocA wo THE PROPERTY LINE,,, 2 IS PROVIDED, AN 8 VARIANCE IS REQUESTED. 10 REQUIRED BETWEEN -THE,SAS AND THE PROPERTY L INE, 0.5 1$ PRO V I DE , A 9.5 Q Q SAS AND THE CELLAR WALL. 16* 15 PROVIDED. A 4' !VARIANCE IS REQUESTED. /0' IS REWIRED BETWEEN THE $AS AND THE GARAGE SLAB, 4' 1$.'PROVIDED. A 6* ,VARIANCE /S REQUESTED. ATOWN OF BARNSTABLE SUB EWAGE RE041LATIONS PART VIII. SECTION"1.00. THE */00 FOOT* REGULATION 100' IS REQUIRED BETWEEN THE SAS AND1,THE TOP OF THE COASTAL,BANK, 93 IS 00� PROVIDED. A -7 VARIANCE 15'REOUESTED. /00' IS REOUIPEDISETWEEN THE SEPTIC TED. RA4 if( TANK AND THE TOP OF COASTAL BANK. 94' IS PROPOSED. A 6' VARIANCE IS REOUE$ CESSPOOL PART V111. SECTION' 10.00. ONSITE SEWAGE DISPOSAL CONSTRUCTION . A VARIANCE IS REQUESTED TO NOT USE THE APPLICATION RATES SPECIFIED IN THIS SECTION ROGOSA ROSES A"I of:,0 OASTAL,DUKE �.SEACHORASS - 'OOD ZONF B Fi VIO ZONE (EL FLO ANU OF ------ 709 / TE PL A IV OF L A IVD COASTAL REACH -AIV AV01VUE . MAP 3O�5 PA R CE-1 ., .COASTAL BECH ---------- SAND AC A R ",67" ,A 464L E� ' ( I-VKA IVIV S R 0 R T ) 7 - ---- 14t 00f "A -PAR E-0 OR PRE ---------- ------ s /V 0"A 15 �TE C 4,7 -A NtV S P 0 R 7' "A 0 0.2 .20 SCAI E �_J UL se r to -L E SURVEY I NO I NC E A�G .. ........... A R o Lj:'.� 6A Yarmouthpor VA 02675 , 362 81 508') �3 2, -33 508 ) 4Z2 '53 NNI ARBOR 5"5 OU7LE D-BOX W14 H�20 __ry 0 io/0'', `20 C, CH AH, DRN CF JOB =,6 N „ ACCESS COVERS MUST BE Wl THIN ACCESS COVER TO - 9' MINIMUM. INVERT ELEVATIONS : DESIGN CR I TER I A . GENERAL NOTES : 5' OF FINISH GRADE FINISH GRADE /N 13.42' FIRST 2' TO RIVEWAY. 3' MAXIMUM COVER INVERT AT BUILDING: 10,65 DESIGN FLOW: BE LEVEL MIN 2' OF PEAS TONE INVERT IN SEPTIC TANK: 10.45 5 BEDROOMS A T I 110 G.P.D. PER 1. THIS PLAN IS FOR THE DES/GN AND CONSTRUCTION INVERT OUT SEPTIC TANK.: 10.2 BEDROOM EQUALS 550 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERM/TING 4' C!l M lP 3/4' - 1 1/2" D/A. INVERT IN DlST. 80X: 9.85 PURPOSES ONLY. o � INVERT OUT D1ST. 80X: 9,68 NO GARBAGE GRINDER 10,65 GAS .68 2 H-20 % DOUBLE WASHED STONE _.----�- ,� $ T.5 INVERT !N LEACH CHAMBER: 9.5 2. VER T 1 CAL DATUM IS NGYD, FOR BENCH MARKS I .45 BAFFLE !.j5 9.5 BOTTOM OF LEACH CHAMBER: T,5 SEPTIC TANK REQUIRED: SET. SEE SITE PLAN. 5 OUTLET 4-500 GAL LEACHING CHAMBERS 550 G.P.D. X 200X - 1/00 GAL. D-BOX W/4 ' STONE AROUND, 12.8 'X 42•X 2' AREA HIGH GROUND WATER: 2.5 SEPTIC TANK PROVIDED: 1500 GAL. MIN. J. THE LOT SHOWN HEREON IS IN FLOOD HAZARD ZONE C 1500 GAL H-20 BOTTOM OF TEST HOLE +�J: I.8 AS SHOWN ON MAP 254001 0006 D. DATED 7/2/92. SEPTIC TANK 6' CRUSHED STONE OR SOIL ABSORPTION SYSTEM REQUIRED: THE VELOCITY ZONE (VIO) SHOWN ON THE MAP RUNS COMPACTED BASE DESIGN PERC RATE C 5 MIN/INCH APPROXIMATELY ALONG THE FACE OF THE CONCRETE s vw � SOIL TEXTURAL CLASS - I RETAINING WALL IN FRONT OF THE PROPERTY, °06 s PROFILE : NQ T TO SCALE EFFLUENT LOADING RATE - 0, 74 GPD/SF 0 F 550 GPD / O. 74 GPD/SF - 744 S.F. REQUIRED 4• ALL CONSTRUCTION METHODS AND MA TER I AL S AND 6 MAINTENANCE OF THE SEPTIC SYSTEM SHALL PROVIDED: 4-500 GAL LEACHING CHAMBERS CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL W/4 ' STONE AROUND. A-75T S.F. BOARD OF HEALTH REGULATIONS. BVW 6 757 S.F. x 0. 74 - 560 G.P.D. .3 5. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER r AREAS SUBJECT TO VEHICULAR TRAFFIC C OR GREATER SOIL TEST P / T DA TA THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- INDICATES H-20 WHEEL LOADS. INDICATES INDICATES PERCOLATION --- OBSERVED TEST _ GROUNDWATER 6. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR r 1.4 APPROVED EQUAL , BVW s P+W/0/50 , 7. SEPTIC TANK AND D-BOX SHALL BE REINFORCED ` q� HORIZON TEXTURE COLOR 0* //.3 PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL ter' t A SANDY l/2R BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE 1 Q• '` c \ 2 /S MORE THAN ONE OUTLET. BVW4 Jr^ ......... .............................. 10.9 LOAMY IOYR SAND 3/6 8, BEFORE CONSTRUCTION CALL "DIG-SAFE'. 12' ........................... .... 10.3 1-866-DIG-SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. MED-COARSE /OYR SAND 6/6 9. EXISTING CESSPOOLS TO BE PUMPED DRY AND ... �/ i � � L,y�� � � . y B vw 3 BACKF I L L ED. 48` o 10. RELOCATED WATER LINE IS TO BE SLEEVED WHERE ro.7m �+�} s '� IT CROSSES THE WATER LINE WITH A LARGER 1 1 x avw a DIAMETER PIPE FOR l 0 ' EITHER WAY AND CEMENTED 1 # ' l. f l /yqr �• ON THE ENDS. s 4-500 GALLON �,, t i �, } F�q } oil A } �¢ y, i ~`� • . BVW 1 NO WATER / 8 Il. ALL PLUMBING IN THE DWELLING IS TO BE RELOCATED LEACH NG CHAMBERS _ W14 7NE AROUPD 1 1 `��'. t �;:<� � r 5 TO EXIT THE DWELLING` AT THE LOCATION AND fr i °j�,s t f ! � ��� �e4 4``.,.. ELEVATION SHOWN. DATE JA UARY 15. 200 1 I 1 t ,,; o 4 r N 2 _ d W I TN SED B Y DA V I STANTON �;.� TEST BY: STEPHEN HAAS .a ,✓ Q poi !p .72 B 2 " L' a I 11' 1 TPoI3"% 0' ,�0 ` mJq r E5 D P RATE. ! 2 MINI/NCH � ERC , • f /I � q � � yp ' � It � ,t GARAGE RELOCATE WAXER SERVICE i of sl. r }t VARIANCES REQUIRED : D-Box .' ;, ,' 4 \\ t o•t TITLE 5. MAXIMUM FEA S/BL£ COMPL l ANCE 12.=+t PROPOSE'p � ', ,.. � �. j SECTION 15.211: (1) MINIMUM SETBACK DISTANCES t hOP r�7 fi t AND Y .•. BULKHE'Ao `�` t: >� !0'1S REQUIRED BETWEEN THE SEPTIC TANK AND THE DWELLING. 6 ' IS PROVIDED. A 4 ' VARIANCE I S REQUESTED. 10' IS REQUIRED BETWEEN THE SEPTIC TANK AND 04S AND ELECTRIC LINES MAC NEED TO BE RELOCATED THE PROPERTY LINE. 2' 15 PROVIDED. AN 8 ' VARIANCE IS REQUESTED. l0' I S �' - REQUIRED BETWEEN THE SAS AND THE PROPERTY LINE. 0.5' IS PROVIDED. A 9.5' Br�ooP > t) 1 VARIANCE IS REQUESTED. 20' JS REQUIRED BETWEEN THE SAS AND THE CELLAR - WALL. 16' IS PROVIDED. A 4 ' VARIANCE /S REQUESTED. l0` IS REQUIRED BETWEEN "� r r/NGfJWELL/Iva THE SAS AND THE GARAGE SLAB. 4' IS PROVIDED. A 6 ' VARIANCE 1S REQUESTED. -PRaPgsEo -~ ADD/riaxs 2 1 TOWN OF BARNSTABLE SUBSURFACE DISPOSAL OF SEWAGE REGULATIONS \ IT BAtco )) �, " PART V111, SECTION 1.00. THE 100 FOOT' REGULATION 100 ' IS REQUIRED BETWEEN THE SAS AND THE TOP OF THE COASTAL BANK, 93' IS k tCESSPOO 1 lI ' 1 `s ' t PROVIDED, A 7' 'VARIANCE IS REQUESTED. 100 ' 1S REOUIRED BETWEEN THE SEPTIC 1 FLAGSTONE j c=} PArlo TANK AND THE TOP OF COASTAL BANK. 94 ' IS PROPOSED. A 6' VARIANCE IS REQUESTED. cSspooL q PART VIll, SECTION 10.00, ONS/TE SEWAGE DISPOSAL CONSTRUCTION ,/ as 1� �� A VARIANCE IS REQUESTED TO NOT USE THE APPLICATION RATES SPECIFIED IN THIS f } SECTION. LAAN f! �� jj �� ✓ 1 ROGOSA ROSES --COASTAL DUNE BEACH GRASS y • d FLObb ZONE Vt0 (EL 15) . . SAND toO ZpNE 6 ) � •w -___ _ r COASTAL BEACH F p0�J 0 COASTAL BEACH w _. � s. _�_ �� � _ _� w ,_ �__. / D / C�CEA /V A V EN UE . MA P 3 0 5 . PA R 0,EL .2 EACH 5 ANO -- EO 4- _. S/mob r/ V S /h l H YA N/V / 5 P O R 7- h�'h`�r _ --- - -� � � � - - - �__.__._ ,. _- - s PREPARE© FOR . C-- ! /' a , t O . 8OX 39�' . HYA N / S'PO 7 ° P lV R T MA U 2 E'4 Q sr SC,ra L E' • I - .2O _jU/ 2OC7� QD �q S N , F , o f EAGLE S l...J FR V E Y I N 0 I NC -44A( 5' /61 Z 923 Route 6 A • 4CU5 �( Yarmouthport , MA . 02675 - , 1YY•4NNIS HARBOR -' IN HYANNI S HARBOR G�.,.d.., � ��t i � � 5 0 8 } 3 6 2-8 1 3 2 � �l ( 5C)8 ) 4.32-5333 _. ,. .; - .laB FW CALC C W CHECK: ' W l0 20 40 84 FIELD: SA _ARNJt : Ul -0 µ :. VIM,: .. , ,r... ,.. ...... . miss! , ..-