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0002 IRVING AVENUE - Health (2)
1 v 2 IRVING AVENUE 4___ ad,,�•1 P / f A= . I � � r ti a o S � ToNT ARNSTABLE LOCATION 60 MWAANTS MlL-L Rb SEWAGE# ;ZXO.- 41b VILLAGE WyAMrJ1SFom-r' ASSESSOR'S MAP&PARCEL. 266/031 INSTALLER'S NAME&PHONE NO. MICNDI.AS A.TaWa92 508 394 4707 't SEPTIC TANK CAPACITY 1500 G,AL LEACHING FACILITY: (type) FLOW D1FFuso" (size) NO.OF BEDROOMS N/A OWNER 14Y1%,Mmis 1Zr ;CLUB PERMIT DATE:21 ocMBER Xclog 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 facility) Feet FURNISHED BY 1J ICNOLAS A.-rAktmw, u► .p: w n� � ; �` ".per H " D i ;o w. � .p pd '. � o� � � i N � b a 2 "£ D �r z -� m _ � �u r L Z O .� � i .. N <• - _000 � w � � � �,�: �. w s r4g.A.Al WN OF BARNST/ABLE LOCATIONOr rd1 SEWAGE # ?00.1-JSb `IILL•AGE ASSESSOR'S MAP & LOT -03 INSTALLER'S NAME&PHONE NO. � o SEPTIC TANK CAPACITY 000 awJA0J 3 Oop LEACHING FACILITY: (type) T e IN (size) J NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: I 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 facility) Feet Furnished by C tD fi BSC GROUP Transportation,Energy.land Development 349 Main Street 6*"F-� (Route 28). Unit D March 15,2019 �_ Zoe ys� West Yarmouth MA o2673 Barnstable Board of Health Q ^ TeL 5o8 778 89i9 c/o Mr. Thomas A.McKean,Director p 800 2$$-8123 Town of Barnstable Health Division 200 Main Street www.bscgroup.com Hyannis,MA 02601 RE: Board of Health Determination fa. ,.., uyauuiaYuil %_1U0,Z irving Avenue Dear Members of the Board: �nnF�� U�, -� ' rN BSC Group,Inc. (BSC)respectfully requests a determination from the Board of Health,on behalf of the Applicant,Hyannisport Club,Inc. (Club),pursuant to Article XIII, §360-38 of the Town of Barnstable Code, since the proposed design flow of 1,970 gallons per day(gpd) exceeds 1,650 gpd. The Applicant is proposing to raze and replace its existing Tennis Club facility with a new and slightly larger new building,which includes an apartment on the second floor. The apartment is not a rental unit,but instead will be used as workforce housing for the Tennis Club professional who administers the tennis programs that the Club offers to its members. The existing septic system,which presently serves the Tennis Club is inadequate for the proposed facility,and thus requires an upgrade. The design flow for the proposed facility(1,970 gpd)is based on a total of seven(7)tennis courts and two(2)bedrooms,even though the proposed apartment will only have one(1) bedroom,thereby resulting in a slightly over-sized leaching field. The property includes over 156 acres of land,and includes many amenities,such as an 18-hole golf course,six(6) outdoor tennis courts, administrative offices,a maintenance building, a Pro-shop and parking areas. We feel that the following factors should be considered in your evaluation of this proposal. ■ The SAS,septic tank&pump chamber are all located outside of the 100-foot buffer zone associated with the Coastal Bank. ■ The aforementioned components of the proposed sewage disposal system are all Engineers located more than 325 feet away from the closest bank of Mill Creek(tidal river). -- Environmental The property encompasses over 156 acres of land,much of which includes natural Scientists areas. Custom Software The SAS has been designed with over.9.2 feet of vertical separation to the seasonal Developers high groundwater table. Landscape Architects Planners Surveyors BSC GROUP Transportation■Energy.Land Development 349 Main Street (Route 28), Unit D March 15,2019 West Yarmouth MA o2673 Barnstable Board of Health — — — Tel: 508-778-8919 c/o Mr. Thomas A.McKean,Director 800-28$-81�3 Town of Barnstable Health Division 200 Main Street www.bscgroup.com Hyannis,MA 02601 RE: Board of Health Determination for the Hyannisport Club,2 Irving Avenue Dear Members of the Board: BSC Group,Inc.(BSC)respectfully requests a determination from the Board of Health,on behalf of the Applicant,Hyannisport Club,Inc. (Club),pursuant to Article XIII, §360-38 of the Town of Barnstable Code,since the proposed design flow of 1,970 gallons per day(gpd) exceeds 1,650 gpd. The Applicant is proposing to raze and replace its existing Tennis Club facility with a new and slightly larger new building,which includes an apartment on the second floor. The apartment is not a rental unit,but instead will be used as workforce housing for the Tennis Club professional who administers the tennis programs that the Club offers to its members. The existing septic system,which presently serves the Tennis Club is inadequate for the proposed facility, and thus requires an upgrade. The design flow for the proposed facility(1,970 gpd)is based on a total of seven(7)tennis courts and two(2)bedrooms,even though the proposed apartment will only have one(1) bedroom,thereby resulting in a slightly over-sized leaching field. The property includes over 156 acres of land,and includes many amenities,such as an 18-hole golf course, six(6) outdoor tennis courts,administrative offices,a maintenance building,a Pro-shop and parking areas. We feel that the following factors should be considered in your evaluation of this proposal. ■ The SAS,septic tank&pump chamber are all located outside of the 100-foot buffer zone associated with the Coastal Bank. ■ The aforementioned components of the proposed sewage disposal system are all Engineers located more than 325 feet away from the closest bank of Mill Creek(tidal river). Environmental ■ The property encompasses over 156 acres of land,much of which includes natural Scientists areas. Custom Software ■ The SAS has been designed with over 9.2 feet of vertical separation to the seasonal Developers high groundwater table. Landscape Architects Planners Surveyors Barnstable Board of Health March 15,2019 Page 2 The proposed system will exceed the requirements of Title 5,and as such,we feel that the system,as designed,will provide for the protection of public health, safety,welfare and the environment. For these reasons,we respectfully seek a negative determination in regard to the installation of an Innovative/Alternative system for the proposed project. Please do not hesitate to contact our office with any inquiries you may have. Very truly yours, BSC GROUP,INC. Brian G.Yergatian,P.E.,LEED AP Project Manager/Associate \\bscbos\yar\Projects-YAR\4948208\ PrjCtl\Correspondence\Outgoing\Health\2019-03-15 bgy LT BoH determination.docx r Desmarais, Donald From: Yergatian, Brian <byergatian@bscgroup.com> Sent: Friday, March 22, 2019 11:39 AM To: Parziale,Jim Cc: Desmarais, Donald Subject: RE: Hyannisport Club -Tennis Facility-2 Irving Avenue Hi Jim, I will make the necessary revisions per your comments. Should I submit the revised plan now or just bring with me to the hearing? Also,we have an approved plan for a septic repair to 35 Carla Road in Hyannis. However, before the installer can continue,we have to do a perc test in the area where the leaching field is to be installed. At the time of the soil evaluation we were unable to access the rear yard,so we did it in the front yard. The owner is in jeopardy of having his buyer walk away from the deal,so we would like to schedule the perc test as soon as possible. Can you let me know when we can do this? Thank you Brian G.Yergatian, P.E., LEED AP I Project Manager&Associate BSC Group 349 Main Street, Route 28 1 West Yarmouth I MA 02673 direct.� 617-896-4590 main 508-778-8919 From: Parziale,Jim [ma ilto:Jim.Parziale @town.barnstable.ma.us] Sent: Friday, March 22, 201911:25 AM To:Yergatian, Brian<bvergatian@bscgroup.com> Subject: Re: Hyannisport Club-Tennis Facility-2 Irving Avenue Hey Brian We reviewed your plan yesterday.The extra flow will be fine but the proshop square footage needs to be calculated into the flow.With the extra flow provided this should be no problem, it just has to be listed in the calc's on the plan. Other than that there just needs to be a effluent filter in the pump chamber shown on the plan Thanks for your fast attention to everything Jim Parziale Sent from my Verizon,Samsung Galaxy smartphone --------Original message-------- From: "Yergatian, Brian" <bvergatian@bscgroup.com> Date: 3/14/19 5:16 PM (GMT-05:00) To: "Parziale,Jim"<Jim.Parziale@town.barnstable.ma.us> Subject: Hyannisport Club-Tennis Facility-2 Irving Avenue 1 r _ I A Hi Jim, Attached is the revised letter to accompany the documentation that we previously filed for a Board of Health determination. Please review and let me know if the way I wrote it up is acceptable. Basically, I kept the design flow (1,970 gpd)the same, but described it as a one-bedroom apartment that is being oversized for two bedrooms. Otherwise, I would have to revise the plans to show a reduced design flow of 1,860 gpd, and it seemed unnecessary to go through that. But let me know what you think. Thank you + e Brian G.Yergatian, P.E., LEED AP I Project Manager&Associate BSC Group 349 Main Street, Route 28 1 West Yarmouth I MA 02673 direct 617-896-4590 ' main 508-778-8919 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! I z ' r� Town of Barnstable : « R MSTAV A �`� Board of Health a 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 e Paul J.Cannif�D.M.D FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi March 28, 2019 Mr. Brian G. Yergatian, P.E. BSC Group 349 Route 28, Unit D West Yarmouth, MA 02673 4 -ef ,, .� kr .:7 ,.;i Y t .r -4 tm. RE H annlsport Club, 251rvrng�Avenue, Hyannlsport, MAYk �11� A,� 266 0313 �� f ' r Y,d.` .�_ .,: - yr S dXYF''f P�j ',ai, , ,�:a;F� 4-.�tiv rt- vFhr 1.{ i yt.2 ti � d_, A�.f: jr-t .eKlr..r:a�'a 'f �xrj. __•�. Section 360 38 ofthe Town,of�Barnstable Code, Boardoof Health DeterminatlonF Dear Mr. Yergatian, During the public meeting of the Board of Health held on March 26, 2019, the Board voted unanimously not to require you to design and install an innovative-alternative system at 2 Irving Avenue, Hyannisport, Massachusetts. A standard (Title V) onsite sewage disposal system will be adequate for the proposed facility. The applicant is proposing to raze and replace the existing tennis club facility with a new slightly larger building, which includes an apartment on the second floor. The existing septic system will be upgraded. with a design follow of 1,970 gallons per day, which exceeds 1,650 gallons per day thus triggering a review and determination by the Board in regards to compliance with the Ordinance. The Board of Health grants you permission to design and construct a standard septic system at this property due to the following • The soil absorption system and septic system components will be located greater than one- hundred feet (100) feet from any wetlands and watercourses, • The subject property encompasses more than 156 acres of land, most of which includes natural areas, and • The soil absorption system will be greater than nine (9) feet above the seasonal high groundwater elevation. Sincerely yours, Paul J. Canniff, DMD \\toa\depts\HEALTH\WPFILES\Yergation BSC Determination IA System Hyannisport Club 2019.docx Chairman \\toa\depts\HEALTH\WPFILES\Yergation BSC Determination IA System Hyannisport Club 2019.docx TOWN;OF BARNSTABLE LOCATION 6q t,X?,e, �il�, Z�ZyfS LLg—SEWAGE# VILLAGE ASSESSOR'S ASSESSOR'S MAP&PARCEL v INSTALLER'SNAME&PHONE NO. n Q.1c TP21CPL, SEPTIC TANK CAPACITY -e_�,L• e Y6L LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: 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 facility) A Feet FURNISHED BY �. r � . � � � � � =� � � `Vq k* � � _ 3.��a; � r hf iF '/^, /l i �4 G �'� .,r, � 4%5_ n �� . .` - v�, � � o- � 1 � No. f' HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOW F BARNSTABLE, MASSACHUSETTS Yes application for -Mis sat 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Ihdividual Components Location Address or Lot No Owner's Name,Address,and Tel.No. Assessor's Map/Parcel A Y ?,-� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. O^ Type of Building: �`D p Y60 ' 7-& Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs 9&Alterations(Answer w en applicable) 1✓K 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 t Environmental Code of td�fi" o place the system in operation until a Certificate of Compliance has been issued by this Board of le S e 0 Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. HE COMMONWEALTH OF,MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOW F BARNSTABLE, MASSACHUSETTS w 1 21pplication for Mis sat *, pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon.(-) ❑Complete System ❑Individual Components Location Address or Lot No d" Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name Address and Tel' No. } Designer's Name,Address,and Tel.No. '#")to ti 1tr . Type of Building c.J Dwelling No.of Bedrooms Lot Size - sq.ft. Garbage Grinder( ) 9 Other Type of Building v, (, , No.of Persons '" Showers( ) Cafeteria( ) Other Fixtures j Design Flow(min.required) 3 gpd Design flow provided gpd Plan Date Number of sheets y Revision'Date l i• `_ s Title " Size of Septic Tank ;`�•�z'w 's i Type of S.A.S. 3 1,� tr I�.-y� t ..rz P (1 •n Description of Soil F M1 1 Nature of Repairs orbAlterations(Answer when applicable) Isf:�? �n i I Y r Date last inspected: Agreement: s The undersigned agrees to ensure the rconstrutctio d maintenance of the afore described on-site sewage disposal system in y w accordance with the provisions of Title 5 of t e•Environmen a�Code _ od'n'f to,place the system in operation until a Certificate of Compliance has been issued by this Board of e SL d j j ,,, 0 ` Date Application Approved by ,� !� ✓ 7 Date Application Disapproved by Date ti for the following reasons Permit No. Date Issued IL - - -------------- ---------------------------- ----------- ------------------------------------------------- �, fl THE COMMONWEALTH OF MASSACHUSETTS V � ' BARNSTABLE';MASSACHUSETTS Il� Certificate of Compliance THIS IS TO CERTIFY,that the On-s•a Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned c 7 sulk , ✓�f. at '�*. 4 � � - hays been const ete v ` e' with provistons''of` ilea an thebfor Disposal' y's`(ein Construction Permit No. ed Installer Designer #bedrooms Approved desi flow,1 r� 2.• ' P gpd The issuance of this pe it hall no be c nstrued as a guarantee that the system , 1 func i n a�fd7n'7;,j -5'd Q Date Inspector / WzN,ip s ---------------------- • - --------------------------------------------------------------------------- t --------- - - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(4—)• Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Con tructio must co feted within three years of the date of this permit. Date Approved by 1/ BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 October 31,2018 Mr. David Stanton Barnstable Health Dept. 200 Main St., Hyannis, MA RE; SPR q 076-18/Hyannisport Club Second Floor Enclosure Dear Dave: As follow up to our conversation on the septic flow at the Club House please accept the following identification of the septic flows: 1) The approved as built of the septic system constructed in 2002 for the clubhouse supports a design flow of 7,326 gpd. a) This is based on the: i) SAS size of 9900 sf x 0.74 gpd/sf ii) The septic tank provided at 23,000 gallons. iii) One 3,000-gallon grease trap and one 1,500-gallon grease trap. b) The design flow was for 7,090 gpd and the actual SAS field size and tankage supports 7,326 gpd. We agreed the 7,326 gpd actual condition would be the permitted design flow used for allowable use allocation. 2) The original design contemplated 50 lounge seats at 20 gpd/seat. Per our discussion we agreed these lounge seats would be the same as the country club dining room seats and therefore would only require 10 gpd/seat. a) Title 5 contemplates the higher lounge design flow for a standalone tavern/lounge use. These seats being part of the country club would fall under the typical country club dining room seat flow. 3) Based on the above two statements we have calculated the following uses are supported by the existing septic system: a) 300 country club dining room seats x 10 gpd/seat=3,000 gpd i) 4,500 gallons of grease trap supports 300 seats(the grease traps control the seat count). b) 212 Country Club Lockers x 20 gpd/locker=4,240 gpd c) This Total identified septic flow is 7,240 gpd which is less than the 7,326 gpd the systems supports. In conclusion the existing septic system supports 300 dining room seats and 212 lockers which provides for the current use and proposal at the clubhouse. Please contact me with any questions. Thank'you for your assistance on this. ' Very truly yours, Baxter Nye Engineering&Surveying 0 �uDv crnL c,a,4310 �` � _ a,•��. Ewa y r ((( Matthew Eddy, P.E. Managing Partner Land Surveying Site Design • Subdivisions • Septic Design • Wetland Filings • Planning October 31,2018 Mr.David Stanton RE: SPR#076-18/Hyannisport Club Second Floor Enclosure Cc: Mr.Mark Boudreau, Esq, Mr.Scott Smith,HC 0:\2018\2018-055\ADMIN\LETTERS\2018-055 Ll DStanton-septic flows Hyannisport Club House.docx I Page 2 No. • . Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: \ � _� Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS,% 01ppYication for Migozal *p5tem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components r Location Address or Lot No. 2 V(IJ b pcWe- 1nn4 gympilswoo-f> ner's Name,Address and Tel.No. 2(P P, NsORsf" Ut 1A l Assessor's Map/Parcel I („ L Installer's Name,Address,and Tel.No. V Designer's Name,Address apd Tel.No. Type of Building: Dwelling No.of Bedrooms A Lot Size sq.ft. Garbage Grinder,p Other Type of Building,!C(MYmlP. ap,No.of Persons Showers(>;,,Cafeteria( ) Other Fixtures 2166 SI*M__-lT L�CS Design Flow gallons per day. Calculated daily flow g40:2 gallons. Plan Date Number of sheets Revision Date Title ► t Q> Size of Septic Tank O Type of S.A.S. / Description of Soil S a dr 30 p u a/ 6,.w VESIUNINU LNUINEF-14 MUST St PLKVIbL Nature of Repairs or Alterations(Answer when applicable) INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS INSTALLED IN STRICT ACCORDANCE T-0-PLAft Date last inspected: Agreement: The undersigned agrees to ens the co truction and maintenance of the afore described on-site sewage disposal system in accordance with the provisio T' e 5 e Environmental Code an of to a the system in operation until a Certifi- cate of Compliance has been is alth. - � % Signed - - - Date51M Q Application Approved by Date l' Application Disapproved for the following reasons Permit No. /���/->.SAS Date Issued = OP _IFee =_�f Entered in computer: YIX THE,COM,MONWEALTH OF MASSACHUSETTS ;s 9 Yes PUBLIC HEALTH DIVI IONS TOWN OF BARNS ABLE_ MASSACHUSETTS ZippYication for Migpogal 6pgtem Congtruction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )i bando f( ) ^omplete System Q Individual Components f Location Address or Lot No. 2 1006 Nv�i (r r*� Owner's Name,Address and Tel.No. Assessor's Map/Parcel.� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No-of Bedrooms JL !/ ' Lot Size , sq.ft. Garbage Grinder.-) " Other Type.pf Building C,_)MWIP- 6 10 No`.of Persong Showers(?Cafeteria( ) Other Fixtures Design Flow �? [�(�� gallons per day. Calculated daily flow gallons. Plan Date 0 / Number of sheets Revision Title kU 1 T 9- .5 C1 77` S' Y, VG S 6�Q fA P,k) Size of Septic Tank f Q' pl�� Type of S.A.S. 1 / Description of Soil �st,Yl�l , C 61 A d A 00 M I!S:(/u /lug Ore A_je t ly 00 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ` Agreement:The undersigned agrees to ensure the con truction and maintenance of the afore described on-site sewage disposal system in accordance with the provisioned f Title 5 of the Environmental Code an pot of to ce the system in operation until a Certifi- f/cate of Compliance has been issued by this Bo ('Health. Signed - w _ Date Application Approved by Date Z/ Application Disapproved for the following reasons Permit No. Date Issued _-- -- goo ����ltz �S THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF that m the� e Sewage Dispos l System Constructed( )Repaired( )Upgraded( ) Abandoned( )by c at 2- I RV!M6 PvV� R-1 PQu k yp,Je , � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit O1,�.5✓� -dated S Installer Designer The issuance of this permit shall not be construed as a guarantee that the syst w111�fu�'iction as esi ned. Date 2 d Inspector �J o V E / � Fee/010-ln THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS \ Migogal *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repa�ir( )Upgrade( Abandon( ) System located at `l-- ��u!me pV�. i�`I P11 b�S1 T and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date:�1 / ova Approved by �i, UG-13-2001 1.2:22 PM STATESIDE CONSTRUCTION P 5087711743 P.02 To OF BARNSTABLE BUILDING PERMIT APPLICA�TON 266 031 Permit# Map Parcel Health Division �� ��� Date Issued Conservation Division_ _ Fee Tax Collector Treasurer Planning Dept. i cw. -itd '- o • f:&or w/2.�r A. QP,[�. A j 1`{•o Date Definitive Plan Approved by Planning Board &fa0edy r 'ro SuAa r'1 8Y Ar` Historic-OKH 1k Preservation/Hyannis lac Project Street Address 2 Irving Avenue Village Tiyannisport Owner_Hyannisport Club Address 22 Trvijag AvPni,P Telephone 508-775-0669 Permit Request Addition and renovation to clubhouse per attacbc:d d awines Square feet:1st floor.existing proposed 5491 2nd floor existing proposedln471 Total new_17i451 Valuation Zoning District Flood Plain Groundwater Overlay Construction Type 5 B Lot Size Grandfathered: ❑Yes 0 No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family(#units) Age of Existing Structure 75 Historic House: 0 Yes Wo On Old King's Highway: ❑Yes DNo Basement Type: ❑Full ,]Crawl ❑Walkout 0 Other Basement Finished Area(sq.tt.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new � - Half:existing now, Number of Bedrooms: existing // new `1 ,,,,1 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: M Gas .O Oil ❑Electric ❑Other Central Air.XXYes ❑No Fireplaces:Existing New 1 Existing wood/coal stove: ❑Yes XCI No Detached garage:0 existing 0 new size Pool:❑existing ❑new size Bam:0 existing ❑new size Attached garage:O existing ❑new size Shed:O existing ❑new size Other. Zoning Board of Appeals Authorization M Appeal If 2001-18 Recorded Commercial Yes 0 No 8 yes,site plan review# cpr i 51—nn Current Use Golf Club Proposed Use'. Golf Club 4 BUILDER INFORMATION Name Peter Davis Telephone Number 5(1R—RQP—�Q()2 AddressStateside Construction Group—License# CS fl31EDI 1700 West Park Drive Home Improvement Contractor# Westborough, PIA 01581 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 3C1ase sal s i1 e to be determined and forwarded to Building DepnrtrnPnt SIGNATURE DATE Town of I� rnstable`' 'P# Department of Health,Safety;and-EnVlronmentaf Services - Public Health Division Date C-/ 12 / 367 Main'Stteet;Hyannis MA 02601 BARNETABLA � - MAee �e1o• /L ate;t . Time t o,. oo Fee Pd. Date Scheduled Au6usr 'z, Soil Suitability Assessment for Sewage Disposal Performed By: 3A-,}?M 1rt 'f IJCN-AnC QVH (ELL(" WltnesSed By: nF(7ke.S,r Lg (4041 U2-7--11) ,(1 C tlt.'>'y1�1 +4L ill►`{rJ[]IJI.+ Q f l ::'.::::::.`.<.:' Location Address H-t&,tii 4-4 r.8 Po P�T- Owner's Name tt-IA-.ti t e. C.47 1 Rv1l4CG 44/�8%�1-•II.J�. Address -2 TQ-v,ytz A/-�re.�.- .- •� PDI�I- H%ft-Y/-a1SrP8T/ MA Assessor's Map/Parcel: M I" Pal 31 Engineer's Name 86�Kr ,wliE 4f- 1-AAC_04M*4 9TE-IE [ti I.+ss..r 1 NEW CONSTRUCTION ✓ REPAIR Telephone# C 570E:) - 4q,5- 9 1 Land.Use Gee L-F eeu"s Slopes(%) 8 -t 5. Surface Stones N4 .4e �N�eg-'E-P Distances from: Open Water Body G oo' f ft''Possible Wet Area -Drinking Water Well ee.3e¢.titt A Drainage Way � e 'ft Property Line ISa' ft .Other _ ft 'SKETCH:(Street name;dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) +t, t-4 P • `v�N �v o ell � r u R 4-4-' '[Z--�.g7�kf3t-C. T.•a.Pc' --t?Chi.H:.Da�pd:=�,Cr_ Parent material(geologic) Q bd 'Depth to Bedrock Q mac' Depth to Groundwater: Standing Water in Hole: N O4G ci4>etY.m Weeping from Pit Face +eH E Estimated Seasonal High Groundwater 1✓L L 8 ( S/;,,,Mp,.-s Pow D) .'.:. X�l�'�l✓I��NATI4�J��'��S�i�1;S0�A��•. Cyt����`�"i'��t�)��.,�'..::.. . Method Used:...F141 D wry t ,=L-5 vSas 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 :. PER+ f)La► 'x41Y:TF+ .... .Hate 8 t Ttlge; lra;na: Observation Hole#,, I I Time at 9" '6 Depth o (o o - of Iot1t.'•io �.' 9'.45 —_Time at 6" �'IME e 9' io 36 _ Start Pre-soak Time Q IO 03:3o Time(9".6") M + End Pre-soak la'•16:30 Rate Min./Inch , Aniii�rNelt Site Suitability Assessment 'Site Passed ✓ Site Failed: Additional Testing Needed(Y/N) Original; Public Health Division Observation Hole Data To Be Completed on Back Copy-'JApplIcrant • Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. v-o rAn :l - 91 M(�l.E GQAI1.a - (oIa'-[R 4/3 s-oN6_ FiN.�.,f�oors IS - 5'1 13 L S to `rR 5/6 -r=- sA:-O.PAQ-nc�ers �� 5`2 - /I." C �AwPw�r1Ac�s IeY0. S/[. h+o.s to -i5'7 ALA- cu Pcs-.G I�07�n/N C (.00' I H G k-♦�QI�� OBSEv TitaN HALE L(? Hole Depth from Soil Horizon Soli Texture Soil Color Soil Other Surface(in.) (USDA) nsa1.) Mottling (Structure,Stokes,Boulderes. a �_(e A i '' i., .�+.cuE.. ARVSI+.•. pAlO.w A-/.Qe✓L�/ - . IOOtE 'SIN VLe'L RM t4 S PIw H-NEDJM 'S.UG ILE'6sQP"IN �A,rw/�-Qq<YS IO,YR b/fo ..:Vow L',. GRAve.L- o�- 114r C. ao o-�..®� - j Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.. (USDA) (Munsell) Mottling (Structure,Stones,Boulderes: %Grayeh DEEP QBSERVATiON H+ LE LpG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell): Mottling (Structure,Stones,Boulderes: Consistency.%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No— Yes a Within 500 year boundary No ✓ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least.foutlfeet of naturally occurring pervious in all areas observed throughout the area propbseq-?or the soil absorption'system`t �r�s : �• - .,� If not,what is the depth of naturally occurring pervious material? -�/A Certification l certify that on —. t 9q-3 (date)I have passed the soil evaluator examination approved by the .Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310;CMR 15.017. Signature y Date o t Any•, o 4-e--5-5 I BAXTER, NYE It HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 May 17, 2002 Mr. David Stanton Health Department 200 Main Street Hyannis, MA 02601 RE: Hyannisport Club Septic System Replacement Dear Dave: This letter is to inform you that the septic system at the above-noted location has been .completed in substantial compliance with the plan. The pumps have been wired, activated, and do run. No liquid has been pumped; as the building is still undergoing renovation and no sewage is being generated. When flow reaches the pump chamber, the pumps will be checked again and adjusted as needed. All underground structures have manhole covers to -rade. The leaching field has two vents and two inspector ports that mark the corners of the field. Enclosed please find an "as-built"plan of the system. If you have any questions or comments, please call me directly: Very truly yours, Jo K. Holmgren, P.E. CC: Bortollotti Construction P. Brown P. O'Keeffe J. Crosby #2000-84 Land Surveys • Subdivisions Septic Design Wetland Filings • Site Design BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors y 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 June 14, 2002 Thomas McKean RECEIVED Director of Public Health Barnstable Board of Health JUN 18 2002 200 Main Street Hyannis, MA 02601 TOWN OF B NSTABLE HEALTRe. Hyannispvi i Golf Club Dear Mr. McKean: On behalf of our client, Brown, Lindquist, Fenuccio & Richmond and the Hyannisport Golf Club, Baxter, Nye & Hoimgren (BNH) is sending you this letter pursuant to our conversation on June 12, 2002, requesting information from the Board of Health with regard to the septic system that has been designed by this office. The septic system that has been designed by this office has been designed in accordance with The Commonwealth of Massachusetts, the state environmental code, Title 5: Standard requirements for the siting, construction, inspection, upgrade and expansion of on-site sewage treatment and disposal systems and for the transport and disposal of septage, 310 CMR 15.00. Furthermore the septic system has been designed in accordance with 310 CMR 15.231, Dosing Chambers and Pumps, which states that "a dosing chamber shall be required for any system design for intermittent discharge of septic tank or recalculating sand filter effluent, or in conjunction with. pressure dosing pursuant to 310 CMR 15.254(2) for any system with a design flow or grater than 2,000 gpd, or where multiple soil absorption systems are proposed." The dosing calculations have been provided on the plans and the design of the system shall accommodate a total kitchen flow for a 235-seat dining/lunchroom. If the Barnstable Board of Health requires additional information about this system, please contact our office directly at 508-428-9131 or by email at jholmgren@jkholmgren.com. Very.truly:yours, _ rhn . Holmgren, P.E. res'dent C: Mr. Peter Brown Land Surveys Subdivisions Septic Design Wetland Filings Site Design 3 /CPS C f ✓C/77 i�„L � v 1 f i i t t I a SITE PLAN REVIEW STAFF MEETING Scheduled for 2:00—2:30 p.m. October 30 2018 Planning & Development Department 200 Main Street, Hyannis,MA NEW APPLICATION: SPR 076-18 Hyannisport Club, Inc. 2 Irving Avenue, Hyannis Port Map 266, Parcel 031 Zoning: RB/RF-1 Proposal: Enclosure of a second floor area to create an employee lounge and modifications to existing office space. No site modifications are contemplated. Relief from the Zoning Board of Appeals will be required. FORMAL SITE PLANREVIEW NOVEMBER 1, 2018 7 I'.7--r�t— Town of Barnstable j pF 1 EE Tp� Regulatory Services 021 snxrrsrnsi.e. i Richard V. Scali, Director � �' BARTABI�E I /� nw- s,ui oo"Slmvw my 4i eaiN"srne prEDrrlf•�a Public Health Division 1639-2014 Thomas McKean, Director 575 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE: 4de NAME OF FOOD ESTABLISHMENT: kanna DYL� CCu4 ADDRESS OF FOOD ESTABLISHMENT: /! MAILING ADDRESS (IF DIFFERENT FROM ABOVE): �D L5fz 42,6 E-MAIL ADDRESS: h4 Glc/anr�/S DiZ�rIGfGI CDN,! TELEPHONE NUMBER OF FOOD ESTABLISHMENT: NUMBER OF SEATS*: INSIDE: OUTSIDE: 6_b TOTAL: *Note: If indoor seating provided, see Licensing regarding Common Victuallers License TOTAL NUMBER OF BATHROOMS: ANNUAL OR SEASONAL OPERATION: TYPICAL HOURS OF OPERATION MON-FRI: TO—/W:-a2 DAYS CLOSED EXCLUDING HOLIDAYS (I.E. MONDAYS) IF SEASONAL: APPROXIMATE DATES OF OPERATION: -5/-J—/,457TO /_Z/12 ***REM_J1',rDER*** SEASONAL ESTABLISHMENTS MUST CALL FOR INSPECTION PRIOR TO OPENING TYPE OF ESTABLISHMENT: PLEASE CHECK ALL THAT APPLY �OOD SERVICE RETAIL FOOD BED & BREAKFAST CONTINENTAL BREAKFAST *IF SEATING: ALSO,MUST OBTAIN RESIDENTIAL KITCHEN A COMMON VICTUALLER'S LICENSE MOBILE FOOD FROM LICENSING DIVISION. TOBACCO SALES FROZEN DAIRY DESSERT MACHINES CATERING OUTSIDE DINING (OVER) Q:Wpplication Forms\Foodappldoc APPLICATION FOR SITE PLAN RIaV1E'W SP#„ DaW. Imo(CATIi�id'� t Busfi=3 Natne:BYM- �gi nrh C`1 i tb� Inc Subdivislon Plan Assessor's Map# 266 Parecl## 031 ANR P Ian Property Address:2 Irving Ayenue —Hyannis Port SitePlaa' 0M=_ F PPROP RTY APP I tT ' Natne: Hyannisport G7ub, Inc, dame: l annislporC - Inc ' Address: 2 Iry ng Avenue Address: 2 Irvin e ut? Hy annisporta MA Hvannisnor , MA Telephone: 8 775-1085 Telephone:58 775,1QAS Fax 508 771 0722 Fax R 771 .n ARQMTE=1iVEL0YT23 JCONjRAC10 (3WU i Na xl POUdxeau, Esq. Natne:Paul I• Weber Amhi.teaLl—T ic. Address:396 North Street Address: •449 Thames Srrpe: Suite 902 Hlrannis MA 02601 reef Telephone: Telephone; 508 5•-1085 Pax• i n1 Ri a -3a Fax' SING CLASSIPECAT O STORAGr TANKS(jjAZ MArft OR WASTE;i� 6-- Existing ' 2 Proposed_ 2 Distrlot RB R Overlay(s) Number Number _ Lot Area Sq.Ft, 15 Ac, Size Simon• Size Fire District Y&nns s. Above(around x Above Oround Setbacks ft. Underground 0 Underground 15 Contentscool n of Contents Front: Side: Rear: Number ofB ' Ines Existing Proposed 7 UTILiT1HS Demolition Sewer ❑ Publio Q Private Size gat Water Public Private 7' LFE o A E >3Iectrio rial Underground Existing . Proposed Gas U Ae Natural Propane Grease Trap nx Slzo j Q. � Pal Baseinent Sewage Daily Flow 8pd Residential ' • Restaurant *GP or WP are restrietwastewater discharge to 330 gallons per Retell aore per day into ou•sitesystem, Office PAR91NG SPACES 1 CUTS Medical Office Required Existing _ Conunercial s ecif Provided 151 -- Proposed 2 Wholesales ecif On-Site 9 51 To Close Institutional(specify)_ Off-Site' .Totals 2 Industrials eci Handicapped _ All Other Uses On Site Club House 11. 1.19** 11 919 Estimated Project Cost: Fee: Gross Floor Area °L ving Area per Assessor s *As determined by Buildibg Gommissioner j SP-PORhi-Pi.DOC-06119IZ041 • 1 Old Khtg's Highway Regional Historic District File# Approved? Yes No Hy2nnis Main Street Waterfront Ristcric Dlstrlot Fl le# __Approved?❑Yes W►vo Listed in National and/or State Register of Historic Pines? Yes [ I'o o- Previous Site PIan.Revlew File# Approved? es ❑N previous Zoning Board of Appeals rile# 2 1— Approved? Fyes. vs ❑No is the site located in a Flood.Area(Section 3.5.1) es Noin Area of Critical Eitvironmental Concern? @ ldo Is the Project within 100'of Wetland Resource Area?. []Yes ( No Site sketch- infoinial presentation SIN 'Yes Q No Site Plan prepardd,wet stamped and signed by a Registered PE and/or PLS. Q'Yes . [U No o Parking and Traffic Circulation Plan ❑Yes f@ No Landscape Plan and Lighting Plan Yes ®No Plan with calculations and Utility Plat,' �Yvs [j No Building Plans,(all floorplans,elevations'and cross scot ions) Note that all sign tee mist be gout cued by Code D,nforeenletlt Officer at fire$nlidiue Denat'hnent Lot area in sq.ft, 156 -acres* Total Building(s)footprint 11 500 __sq.ft. Maximum Trot Coverage as%of Lot % Ov3RIAYD$TRT(9), N/A GR00nNaAUR0T CT10N0VRLAyD(SM! NSZ0 Lot Coverage (%) Required Proposed Site Clearing (%) Required Proposed PRKC T.AL B1JIIUN0 ACCPSWKY N _BVILDO(S) []yes No Number ofgoos Z�I/2Hoight less tion ' NZtmberoffleets Haight: ft. FLOOR FAR; �[,OORAItPA' FAR, 7 Basement sq.f.L Basement sq.ft. First sq.ft. First sq,ft; Second sq,ft. Second sq•tfi, Attic' sq.ft. Attio sq,ft . Other(Specify) 24�275 sq.ft. Other(Specify) sq.ft. OA Please provide a brief narrative description oryour proposed project: Enclose second floor area to create employ lounge and modificatione to existingoffice $ ace.' No sitgmodificatioDs are contemp ate . I assert that I'h leted(or caused to be completed)this page and the Site PlanReview Application and that,to the bes owledge,.the informationsubmitted here is true. Date t tiled Name of Applicant SP-F01 j_P2.D0C•0611812004 pn E i . n S 1(YOJ•r9-E / LOCUS \ st. Sei CHUar \ isms wr me norm:si lum 1mt lr+a xmD aaDc wmYma aary nd mmv a wwmj \\ '�\ \\\,\�`` 1\�,\�1�'x `✓/r�•�,o "���'•�Nr;�_N_''_..` � �Pored`- ,_ li m � am�m��awM'm s ne D�n�wamasrom \ Hpnnlsport Club Jo•y f Hyannis Port,Massacbasetts RW�\��� .1 '`\` �.\� `\ •Kam',OFCk r.. 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Geiler,Director BARNSTABLK r Public Health Division i63.9 .10 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: IliziloV Sewage Permit# ZOc9-y/6 Assessor's Map\Parcel Designer: A. W ,&.c*, � P.E. Installer: M t c. i as A. is v►nt,^ Address: ►B2kkr- 11Juc Address: Ra, Ginn 277 ?8 00,441 S+. 14,12v►nt5 Ozr"01 5ouR.. q&MOLtS-G. OZ46N On 10/Z,/08' 4104VJ,_C .4. 7Zti17tr- was issued a permit to install a (date) (installer) septic system at Hjammiegrk CWL . &2 M archanis n1.1( .based on a design drawn by (address) al_r4 a Ag. dated 7L3iZos' (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation.of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. STEPHEN P__)a /", ,�- ALLYN (Instal er's Signature) - v co No.80216 �a WSTE+�O esigner's Signature) (Affix Desi Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc f;�2cJv7—OG3, pie 2 Ate, TOWN OF BARNSTABLFPC OMPLIANCE: CLA S: 1.Ma ine,Gas Stations,Rep it satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY �� �� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS .:� 8SS' 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drurns ' , Underground T,�nks IN OUT IN OUT IN OUT #&gallons Age Test Lfvf� j� Fuels: G Gasoline, Diesel, (B) Heavy Oils: � waste motor oil (C) new motor oil (C) 1� transmission/hydraulic Synthetic Organics: degreasers 120 Miscellaneous: _ or_7� 2 DISPOSAL RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply !ly �-� 0 Town Sewer Public )n-site O Private 3. Indoor Floor Drains YES N0� 0 Holding tank:MDC 0 Catch basin/Dry well — t 0 On-site system 4. Outdoor Surface drains:YES NO ORDERS: 0 Holding tank:MDC O Catch basin/Dry well 0 On-site system 5.Waste Transporter Product 2. Person(s) Interviewed N - Inspector Date 4A TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH O 3.Auto Body Shops unsatisfactory- 4. Manufacturers COMP C (see"Orders") 5. Retail Stores 6. Fuel Suppliers ADDRESS V�,�`yClass: 7. Miscellaneous �tl' QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJORTERIALS lots Drums Above Tanks Underground Tanks `� IN OUT IN OUT IN OUT #&gallons Age Test Fuelsi_� Gasoline,Je Fuel (A) - c �t� �Dieselrosee, Heavy Oils: waste motor oil (C) x new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers r t IC�� Miscellaneous: / A�� x e C.F N DISPOSALIRECLAMATION REMARKS: (.j 4 S Avo i G. 1. Sanitary Sewage 2.Water SupplyAQ O Town Sewer Public r_ C 'mI lo On-site OPrivate AMAIMAYINJ 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well 1r)C", Ic ti Hers �1 O On-site system ' t 4. Outdoor Surface drains:YES NO4 O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Waste Product Licensed YES NO �. . � -c� cS ✓Q 7- 2. 'Pr J v erson (s) nterviewed Inspector Date Make application to local Fire Department. Fire Department retains original application and issues duplicate as Perril'it. APPLICATION and PERMIT [Fee-J�s'- for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L.- Chapter 148, Section 38A, 527 CMR 9.00, application-is.hereby made by: 40 Tank Owner Name(please print) Q Lxs Tank Owner Name(please 0 Ow :, Signature NappFrig 157permo Address Street City State ZP Como v m M ;rC Company Name MEGO Fn nrme%n+-1 S elvices, Inc Co.or individual Print I n-r%r-%G Address 119 Wash' q nn' Street Address WISYMOUtt I Print Signature(if app,;r Signature(if applying for permit) i7, IFVCeKi-fi`ee'--1 AOther --1 IFCI*Certified � LSP# Other Tank Location �p\.X (�,Lgjw \V\k\AT. (�u—\k-� Sleet Address City Tank Capacity(gallons) Substance Last Stored D V-%C Tank Dimensions(diameter x length) Remarks: Firm transporting waste— clkP State Lic.# hK 13 IIC\ Hazardous waste manifest# CA S *,64 Z SAR, E.P.A.# Approved tank disposal yard �004l � 0-%2QA-r Tank yard# D Ob Type of inert gas Tank yard address kA)tA-tVN-T 0A_ City or City FDID# Permit# 08509 Date of issue g,(v Lo r Date o.Vexpiration 07 Dig safe approval number: V\ 1 oil Free Tel.Number-800-322-4844 I ffA I Signature/Title of Officer granting permit ej t6% After removal(s)("Consumptive Use"fuel oil tanks exlve'mpteR signed by Local Fire Dept.to LIST Reg atory Compliance Unit, Department of Fire Services, P.O.Box 1025VtT&-,i%t01W1MA 01T75.4 *International Fire Code Institute FP-292(revised 4/97) THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA ��Ft11E rpm DATE: 00711h, 044 FEE: BmwsrrABLE, KAM REC. BY DOTED MDt A 'down of Barnstable SC1iED. DATE: /hmy Board of Health 200 Main Street,_Hyannis MA 02601 Office: 508-8624644 FAX. 508-790-6304 � l Wayne A.Miller,M.D. RE VES/ez�_ KT LOCATION �j /c.iA� °• 02 - (157acx4�) Property Address: Htcv%.nLs Assessor's Map and Parcel Number: M Z 6�pc 03 L Size of Lot: 1 S& Wetlands Within 300 Ft: Yes ) Business Name: No Subdivision Name: APPLICANT'S NAME: 4c yusa,rd- C L v b Phone Sons--77S-O 6t.4 Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: 1-(•_ems p—e r+ G l L,4, Name: SJr ph - Le7 t c-i . Address: P.b. f3-c 34Z Pay-4- OZ4.1/7 Address: -1Fi Mcr+e. �34-. Ha_"y1cs 6Z C{ Pho 5 — 7 -v Phone: Sob -7 7/ -7 5 3 :� c REGULATION q ist Reg.) REASON FOR y attach if mo"ace needed) . 0 C - U0 -37CR NATURE OF WORK: House Addition 0CE= House Renovation 13 Repair of Failed Septic S Checklist (to be_-.completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets.. Four(4)copies of the completed variance request farm Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plats 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 (for Title V and/or local sewage regulation variances only) Fun menu submitted(for grease trap variance requests only) . Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [s owncr/leasee only], outside dining variance renewals [same owner/leasee only], and variances to repair failed sewage disposal sys [only if no expansion to the building proposedv ,i6t pP, Variance request submitted at least 15 days prior to meeting date d`L VARIANCE APPROVED Wayne A.Miller,M.D.Chairman NOT APPROVED P � f C. REASON FOR DLSAPPROVAL S.Jy✓✓✓JJJ Q:\HEALTH\Application.Forms\VARIREQ.Doc / li i It T - Transmittal Letter Board of Health To: 200'Main Street /Q r--- Hyannis;MA 02601 r �r �Q From: Stephen A. Wilson, P.E. _. Subject: I-l-,�.�n�, .� Ct J.6 LG,IN�GYIONCC. � l�i Date: 2- -7- 2,,-- We are sending you ®Attached ❑Under Separate Cover The following documents. ❑Prints❑ Order of Conditions Variance Approval❑Recording Slip ❑Septic System Permit , ❑Notice of Intent M Other DATE QUANTITY DESCRIPTION 3-CL3' Z 06 3 These items are transmitted as checked below: ❑ For Your Use ❑ As Requested ® For Your Files ❑ For Review and Comment ❑ For Recording ® As Required Other: Additional Distribution File No. 20 0 7-06 3 Baiter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com Transmitta1Letter5.doc �� ���� _ + �� � ` �`� t. �� -�-���~i � , . -: ,- __ F" .� r� 'a � ` Z � I ' M • ✓ �I Town of Barnstable J P pp 1ME►pk tip Department of Regulatory Services 1A110/1� BattMsrABLE, : Public Health Division Date MABa. t659. `0� '� 200 Main Street,Hyannis MA 02601 prFO MAt 4M Date Scheduled AeTinie Fee Pd. �20,ra Soil Sui ility Assessment for Sewage s osal ned Perton By: S�v� �t Isvvi } � . l:. Witnessed B�� LOCATION& GENERAL INFORMATION { Gcation Address a>nhoa c r,� C(u Owner's Name i..( a„n,s�.h Club y F � 1?0 (3ox 3't2 t����aP Gpl� Covrcti NY1a.,� t- ..ni.r Fo;Gllh. Address �p'(ty VYIp�c{�o�+tS it t?o .I"tyo„nlS..l�N' Hyev,vu9 (wort o26N7 Assessor's Map/Parcel: 7 (p/ 3' Engineer's Name-S}: �R� A, LJ,1A w�,Pe, NEW CONSTRUCTION REPAIR Tele honed $QIr- 7 p r "75t7 2 e,cf,/. Land Use G..l Cogs¢ Slopes(%) Surface Stones Y1 GV1A, e. t Distances from: Open Water Body z'� ft °Possible Wet Area M ft Dnnking'Water Well ft /1 p ylP� Drainage Way ft Property Line ft Other 11 SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ® 1 It I c 1 --5 - _ co Parent material(geologic) �ti(&SM Q-+%AX,&jy Depth to Bedrock tu Depth to Groundwater: Standing Water in Holey Weeping front Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hale: in. Depth to soil mottles: in. Depth to weeping front side of obs.hole: in. Groundwater Adjustment Index Well a Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date i 1310 Time 10I064/►+ Observation - Hoie N y- CA _ Thine at 9" - Depth of Perc Got' 44 Time at 6" Start Pre-soak Time a I n;t e /0 t 4/O Tinie(9"-G') End Pre-soak LQ;3°. /0%fG uho.6� -}o soope, Rate Min./ninth 7 2 tnlh 1 ti GJ1 Site Suitability Assessnnent: Site Passed X Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- I ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEAL�TIH/WP//PPE'R�CFORM J DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil.Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling .(Structure,Stones,Boulders. / / Consistency.°o Gravel) ,/fe i 2.0"i• +„ C Mcd r vot 5-.-j 10 yt2 s�£i i t DEEP OBSERVATION.HOLE LOG Hole # 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mimsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) p—7 a It I DEEP OBSERVATION HOLE LOG. Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling. (Structure,Stones,Boulders. on i t iic ° Gravel) 3/2 — 10 `t't2 6/6C DEEP OBSERVATION.HOLE LOG. Hole# L/ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. on is enc %Gravel) fit}' p ga $ \ cSonfO • 20 yk , V6 Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes_ Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? S If not,what is the:depth of naturally occurring pervious material? Certification 1 certify that on (date)1 have passed the soil evaluator examination approved by the- Department of Environs ental.Protection:and that the.above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Date Signature QMEALTHMPMERCFORM ., TOWN OF BARNSTABLE LOCATION 127,*&aAZ SEWAGE# Qqj VILLAGE��f��ASSESSOR'S MAP&PARCEL �(�C 03 h \__ INSTALLERS-NAME&PHONE NO. C_ -cj J 7 SEPTIC TANK CAPACITY A90,0 ) I LEACHING FACILITY:(type) ( �,�o) (size) /7_)I (CSC Z 'I NO.OF BEDROOMS 3® 4yc,/,sz) / OWNER ✓1 C'i/ PERMIT DATE: 3 /2>Q 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 facility) Feet FURNISHED BY ss'� F � ss f3—D ,� ��a=o Sao- 1A e I o ® I f I r-e �l ,�. Ent'e�red m computer: THE COMMONWEALTH 4 MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS applitafion for Mispo8al 6pstrm Construction 3pErmit Application for a Permit to Construct(vr"Repair( ) Upgrade( ) Abandon( ) [`]Complete System ❑Individual Components Location Address or Lot No. �Q m�%,I n� Owner's Name,Address,and Tel.No. �, .r,Qv,�rcr AvE MA D� N�r�rtitsve�- c��B Assessor's Map/Parcel 7-6 O3 /�1 !_'�r1,c1•.i /LL ,Qd Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. R14"4a43 A- T.eroNOC gW8 3P4-47 8 7 �vY��i►/�lN /�� .Sri✓�11 RO.B Z77 S.YAA?JWMd ~ a <W 7 7 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 2D gpd Plan Date 4 J2-3/09 Number of sheets z Revision Date T Title Size of Septic Tank _/SVO !qdL Type of S.A.S. FLgLJb Z FLPlJ06 F:FVS* sr Description of Soil e- LA�S S I Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar f fkalt Date 2/ OCr2 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. '�- (� Date Issued "1A 'n-'rFr,,.,.T.......�G��.t",v`L--�'"'^•.vPcf;�r�.e.:. .(--+'"`�ti'^.--6• ..w-�^^n.-.�� .>,wr-r.,....•.t�Mr r�.�v'r�":,^I!` _- -.,.,e•-•,a-•v r•r.. t''r..r-�y�.r.'`„'F,;^ ,� -.ter..-,ti:—r1"^+�''„-.�..-- ' _ •'No Fee THE COMMO_NWEALTH OF`MASSACHU$`ETTS Entered in computer: 01. R H Yes— PUBLIC HEALTH DIVISION -;TOWN OF BARNSTABLE, MASSACHUSETTS y tlflration for Istl08aY pstem Construction JErmtt (. Application for a Permit to Construct - PP (Repair( ) -Upgrade(J) Abandon( ) • �CompleteSystem��Individual Components s Location Address or Lot No. C' v f Owner's Name,Address,and Tel.No. '�. -jRVl N f t' A t Assessor's Map/Parcel "— 2 (.6. — a3) J 9� c l,�w 2/0 Installer's Name,Address,and Tel.No. o Designer's Name,Address,and Tel.No. /v/cNoLAs A. TA1-Nc�2 Sob 394 -4707 WO-Box 277 S.YA�emoc,n✓ .-14 621664 9 di27_! T ivivr" t7.1P 7 7/ c�7 s" Type of Building: A Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) ' Other Type of Building r,; iYs��/—Y/t'/A i No.of Persons Showers( ) Cafeteria( ) Other Fixtures. a Design Flow(min.required) "S 0 o gpd Design flow provided Z Q gpd Plan Date GL o Number of sheets Z Revision Date Q, log Title ��t)�?aS[=� t��i-y.J iLvA)Nm�- j IV F u1LDrNt, .. Size of Septic Tank / SOD Ucc I Type of S.A.S. F E 1 L.t s — 2 F=Ls1�,J F�jU¢ f- Description of Soil. p,, Nature of Repairs or Alterations(Answer when applicable) Date,last inspected: Agreement: { The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with-the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board,of Health. R Signed Date Zl v0-20gg Application Approved by Date / 012/ oa - - -----Application Disapproved by for the following reasons Permit No. i�("}(�!�- (() Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by A,\C ' at �'� ""'I" , „,r. ►1 Q has been constructed in accordance I l � f with the provisions of Title and the for Disposal System Construction Permit No.2 1' dated / O42 y� � { i r Installer 1y1 (.n_J,?c 77;^eylf-- Designer f #bedrooms x f i Approved design flow ,1 o gpd The issuance of this permit shall not be construed as a guarantee that the system will ful will as designed. l t�Ll`f � Date �� � Inspector --- -- -------'-,----------------------------------------------------------------------------- - -- - -- - - - - - _ No. ` {}")t'1C� �[7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS bisposar 6pstem Construttlon 3permit Permission is hereby granted to Construct( )� Repair( ) Upgrade( ) Abandon( ) System located at � and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this pe t. Date {� f /<J Approved by C Town of Barnstable Board of Health P.O.Box 534,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 24, 2001 Mr. Stephen A. Wilson, P.E. Baxter, Nye, & Holmgren. 812 Main Street Ostrerville, MA 02655 RE: Hyannisport Club 2 Irving Avenue Hyannisport Dear Mr. Wilson: Your request for a variance dated October 30 2001, on behalf of the Hyannisport Club, is not granted. Specifically, you requested a variance from 310 CMR 15.231, which requires dosing chambers and pumps for any system with a design flow of greater than 2,000 gallons per day (gpd). You testified that the proposed lower floor consists of a locker room and lounge with a design flow of 4750 gpd. Also, a septic system is connected to the upper level of this same building designed to service a 170 plus seat restaurant/country club. An inspection conducted by Robert Bortolotti dated December 6, 2001 revealed that the system "fails." The design flow from both septic systems are to be considered when designing a dosing chamber and pump. The design flow from the proposed system and from both systems combined, in either case, exceed 2,000 gallons per day and the system or systems must be pressure distributed as required by 310 CMR 15.00, the State Environmental Code, Title 5. Therefore the variance request is denied. Sincerely yours, PA(�- S � Susan G. Rask, R.S. Chairperson Wilson6 COMONWEALTH OF MASSACHUAS M EXECUTIVE,OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION FAILMINSPECUON 1 Sy! TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR,VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:. 7/�' i e fir., Owner's Name: i Owner's Address: Date of Inspection: Name of Inspector: (please rint) G cr 07 i Company Name: / �imp Mailing Address: 5 e�cnl 'TDB. Telephone Number: 5-6y - 22/— 2� 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 �eeds Further Evaluation by the Local Approving Authority ails� Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. 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 I i :Page 2 of']I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURF ACE'SEWAGE DISPOSAL SYSTEM INSPECTION FORM .PART A CE�RT IFICA:TION (continued) IAI Property Address:, a� PIT33R;vt.�P/yn Owner: Date of Ins ectioni a U Inspection Summary: Clieck A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ., I.have-not-found ar., trtferniation.«hic;i ,ndt..ates that any of the-failure.criteria described in 310.CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated ate indicated below. Comments: B. System-Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion ofthe replacement or repair,as approved by the Board of Health,will pass: Answer yes,no or not determined(Y,N,ND) in the for the following statements. If"not determined"please explain. The septic tank is metal.and over 20 years_old* or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfltration or tank failure is'imminent. System will pass inspection if the existing tank is replaced with a complying`septic tank'as'approved by the Board of Health. *A metal septic tank will pass inspection.if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND.explain: Observation of sewage backup or break out or hih=static water level in the distribution box due to broken or. obstructed%pipe(s)or.due to a broken,settl'ed or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more.than 4 times a year"due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health):. broken pipe(s)are replaced obstruction is removed ND explain- 2 Page 3 of I'1 • OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:`" "C — Owner: ,- Date of Inspection: o C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. I. Sys tem'ivill,pass'uiiless'Board of He-aIth determines in ac'cordaiice i ith 310 CMIR 15 303(1"' that the system is not functioning nia manner which will protect public health,safety and the environment.• _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any)determines that the system is functioning in a manner,that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to,a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone,l of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank.and SAS and the SAS is less than 100.feet but 50 feet or more from a private water supply well". Method used to determine distance:. "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well iJ iree 11roin pollution firom 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. � i Page 4 of 1 1 • OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A OERTIFICATION(continued) Property Address: Owners Date of Insp ction: %/ ' o/ D. System Failure Criteria applicable;to all systems: You must indicate"yes"or"no"to each of the following for all inspections: No Yet .., V 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 Clue to an overloaded or cloeeed SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded lor clogged SAS or s / cesspool _ 1J I Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z.day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the.SAS,cesspool or privy is below high ground water elevation. _ Any portion of cesspool or privy.is within 100 feet of a surface water supply or tributary to a surface water supply. _ V Any portion of a cesspool or privy is within a Zone 1 of a public well Any portion of a cesspool or privy is within 50.feet of a private water supply well. Any portion of a cesspool or.privy is less than 100 feet but greater than 50 feet from a private water supply well-with no acceptable water quality analysis. [This system passes if the well water analysis,- performed at a DEP certified laboratory,for 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.] —^ (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 he system must serve a facility-with a'design flow of 10,600 gpd to 15,000 gpd. You must indicate either"yes"or"no"to'each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system:is within 200 feet of'a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area.(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any questibn in Section E the system is considered a significant threat,or answered "yes" in Section D above the large systems 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 I 304.The system owner should 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'FOR1VI PART B CHECKLIST Property Address: o� _ Owner: Date of Ins ection: . / O Check if the following have been done.You n►ust indicate"yes"or"iio"as to each of the following'. Yes No Pumping.informations.was provided by the owner,occupant,or Board of Health Were,any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility.or dwelling inspected for signs of sewa.ge.back up? Was the site inspected for signs of break out? Were all system components, excluding the.SAS,located on site y Were the septic tank manholes uncovered,.opened,and the interior of the tank inspected for the condition of tile baffles or tees, material of construction,dimensions,depth of.liquid,depth.of sludge and,depth of scum? ►/ _ Was.the facility owner(and occupants if different from owner).provided with information on the proper maintenance of subsurface sewage disposal systems Tile s.ize' and location of the Soil Absorption System (SAS. oil tine site has been deiermi ied 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) [310 CMR 15.302(3)(b)] 5 3 Page.6 of I I OFFICIAL INSPECTION117ORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE]DISPOSAL SYSTEM INSPECTION.FORM PART C SYSTEM[INFORMATION Property Address: Owner: Date of Ins ection- FLOW CONDITIONS RESIDENTIAL Number of bedrooms°(design): ,. Number of bedrooms(actual):- DESIGN flow based on 310 CMR 15.203 (for example: l 10 gpd x#of Bedrooms): -Number of current residents:_ Does residence,have.a garbage grinder(yes or no): Is laundry on a separate sewage`system`(yes or no):�_ if if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): Water meter readings, if available(last 2 years usage(gpd)): . Sump pump(yes or no):— Last date of occupancy: COMMERCIAL/INDUSTRI L. cD Type of establishment: �; 40 Design flow based n 31�.( 9 15.203):. gp Basis of design-flow(teats/persons/sgft;etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):_jJO Non-sanitary waste discharged to the Tittle 5 system (yes or no):-_ Water meter readings, if available: Last date of occupancy/use: OThIER(describe): GENERAL INFORMATION Pumping Records f� Source of information:.._'i �z C-A -- -P M - 0, r1CY t1�'7 Was system.pumped as part of the inspection.(yes or no). W if yes,volume pumped: . gallons=-How was quantity pumped determined? Reason Tor pumping; . TYPE OF SYSTEM _Septic tank, distribution box,soil absorption system _Single cesspool Overflow cesspool Privy _Shared system.(yes or no)(if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained froni system owner) —Tight tank _Attach a copy:of the DEP.approval —Other(describe) Approximate age of all components, dat, I stalled(if known)and source of information.- Were sewage odors-detected when arriving at the site(yes'or no): AO r' Page 7 of 11 • • OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR I PART C SYSTEM INFORMATION(continued) Property Address: o? o Owner: Date of Ins ection:— 0 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron _40 PVC . other(explain):" Distance from private water supply well or suction line: Comments(on condition of joints,venting, evidence of leakage,etc.): SEPTIC TANK: Zlocate 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 Compliance(yes or no):_(attach a copy of certificate) Dimensions:` J �•S X A Sludge depth: r i 3�— , 5dli Distance from top of sludge to bottolp of outlet tee or baffle: 1 So%a 2)30 Scum thickness:�td-�1J � Distance from top of scum to top of outlet tee or baffle: 1l — Distance from bottom of scum to bottom ofoutlet tee,or baffle: t Idd j27 `/ 'r How were dimensions determined: GV- _��q�-t, G� Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evident of leakage,,iet )4. 7f " d � GREASE TRAP: (locate on.site plan) I Depth below grade:' (Y1� Material of construction: concrete_metal_fiberglass_polyethylene_other Dimensions: Scum thickness: ,� �1 Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Ual6lat -1 Cormnents(on pumping recommendations, uilet and outlet tee or baffle condition, structural integrity,liquid levels as r laced to"outlet invert,evidence of leakage etc. : N? � 9 7 Page 8 of l l • OFFICIAL INSPECTION..FORM-NOT FOR VOLUNTARY,ASSESSMENTS SUBSURFACE SEWAGEDISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued). Property Address: Owner• _ Date of Inspection:_/ � TIGHT or HOLDING TANK:A) (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction:_ concrete metal fiberglass_polyethylene__other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION:BOX:Zofpresent,must be opened)(locate on site.plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of Uox,etc.) PUMP CHAMBER: (locate on siteplan) Pumps in working order(yes or no): ; Alarms in working order(yes or no):. Comments(note condition of pump chamber,condition of pumps and appurtenances,.etc.): 1 8 f Page 9 of 11 OFFICIAL INSPECTION I!ORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: _ Owner: Date of In.s ection: �� U SOIL ABSORPTION SYSTEM (SAS):Zlocate on site plan,a cavation.not required) If SAS not located explain why: .'Type &X leaching.pits, number: ? leaching chambers, number: leaching galleries, number: leaching trenches,number, length: leaching fields,number, dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil, sighs of hydraulic failure, level of ponding, damp soil: condition of vegetation, etc.): CESSPOOLSr�Q{�(cesspool must be pumped as pact of uispection)(locate on site p(an) Number and configuration: Depth—top of liquid to inlet invert.- Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.): PRIVY:j,?o (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.)- 9 Page 10 of]1 • • OFFICIAL. INSPECTION F®RM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSALSYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:.Qx2' �u . Owner: Auvu;yi bate of Ins ectian: D SKETCH OF SEWAGE DISPOSAL.SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference'landmarks or benchrnarks.Locate all wells within]00 feet. Locate where public water supply enters the building. 4- I \• \for % ','' 1 ; 0 i i d 10 Page 11 of'I1 • . Oi FICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Al I Owner: ,� ,p�/�1��'�fsT L' l Date of Inspection: SITE EXAM. Slope Surface water Check cellar. Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record If checked,date of design plan reviewed: Observed site(abutting property/observation-hole within 150 feet of SAS) Checked.with local Board of Health-explain; Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: I1 Permit Number: Date: _ r f Completed by RAN 4 t: HIGH GROUND-WATER LEVEL COMPUTATION; 77�y1'i: Site Location: �/��J/�P jr Lot No. R WE: Owner: /lirY� j� �/ Address: ti':1 '3=A; Contractor:_ 1,0If Address: l,Zd�G�GjSf�'i� /��1�'f���a 5 ✓ 'SaR Notes: STEP 1 Measure depth to water table to nearest.1/.10 i. ri�z��i z • ...................:....... ........................................ .Date 4,-• month/day/year STEP .2 Using Water-Level Ran9e Zone andIndex Well Map locate site and determine: OA Appropriate index well.................. ........ I�7 ©. Water-level range zone ..:.............. STEP 3 Using monthly report"Current. Water Resources Conditions" determine current depth to water level for index well ........................:.. f month/year: STEP 4 Using Table of Water-level ,adjustments for index well (STEP 2A), current death to water level for index well (STEP 3), and water level zone (STEP`23) Z 7 determine water-level adjustment ....................................................}..................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from.measured depth to water level at site (STEP 1) ............................................... . /J . ..................................... .......................... figure 13.—ReppdLIdbie CoMputation for n 15 i fl w u . � � p K^J. - OF THE T DATE: D Q a FEE: W BARNST"M 16yg. `0� REC. BY RECE"JO) Town of Barnstable SCHED. DATE: N OI Board of Health TOWN OF BARNSTABLE 367 Main Street,Hyannis MA 02601 HEALTH DEPT. Office: 508-862 44 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: Z Trutnn Avcnvc Hg nnm Port Assessor's Map and Parcel Number: Size of Lot: /S46 A4c.rcS t Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: tides ay.v>14xy.f Glvlo Phone 795— O!o(o,= Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Club Name: Sh o6 .% A W;Iccig F RE, Be•.ctsr IV�,t.. a H.olw.,ra..� ,.TJ+t• Address: Z Sruins Aucaz {-1um is Ur4- Address: Qt L tM^4,4 Sh-yeh . OSFZPyi1l2 Phone: 775- 06ta9 Phone: JZfr-1117 1. a c+-13 VARIANCE FROM REGULATION(list Res.) REASON FOR VARIANCE(May attach if more space needed) 'rl 4-1a IL — ScchM4 IS.23 (Peres rc46► 4a m h6cm--fi. 1,Rzr Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan 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 tap variance renewals[same owncneasee only].outside dining variance renewals[same ownuAeasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) �+ 1 Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman y 1 i1 NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ fn ` va- �1.,AAI r�&JPTOWN OF BARNSTABLE � LeG.&TIOhT $dZ�i �C S/�A fit' /e"�' Z/Lrzl SEWAGE # VIL61,GE It ���� ASSESSOR'S MAP & LOT ! ' INSTALLER'S NAME&PHONE NO. � � e SEPTIC TANK CAPACITY CA LEACHING FACILITY: (type) C16,1qed rl flA&S (size) NO. OF BEDROOMS �~ BUILDER OR OWNER PERMITDATE: S - 0Z 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 facility) Feet Furnished by a- o 0 tb Jor No.. Qa -� FR$. ................... THE COMMONWEALTH OF MASSACHUSETTS E C BOARD OF HEALTH G TOWN OF BARNSTABLE Applirativat fur Di►ipuial 3lnrkii Tomitrurtiun lirrmit Application is hereby made for a Permit to Construct ( ) or Repair ( A<= Individual Sewage Disposal System at: AAA-'J.5 0 ,Location C LAB —5AIA c/t ......--��---._...---.....-•------••-----------•-••--------•---•------•------------------ -----•---•----••--•-------------•---•.......--•---.......---•----••-------...---------•-----...•-- 0-ner Address a ----1�. `. 1" vea----------------------------------------------- .................. �y. ......w. .�f/' Installer Address UType of Building SAllf C k /d %fad £ Size Lot................ Sq. feet �.� Dwelling—No. of Bedrooms----6.4 '............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ...........-_------------------ -------•------------ ---•---...-.-..-•-----------•------------•------------------- w Design Flow............................................gallons per person per day. Total daily flow...................................._.......gallons. Chi Septic Tank—Liquid capacity............gallons Length---------------- Width------..------- Diameter_............. Depth................ Disposal Trench--No- -------------_---. Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...................... Diameter.....--............. Depth below inlet--.................. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.................................................................•------- Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water..--.................... fZo Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•--....-•........................•------•--•--•-••---•-...•-----•----.............._.....--....--......................................................... 0 Description of Soil........................................................................................................................................................................ x w UNature of Repairs or Alterations—Answer when applicable.------C//. .......�.. .�5 ----••--•-•--------------•-------------------------------------•--------------------........-•---------------------•------------------------•-------------------------•-------••-------...........------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia has been issued by . th Loard..ofhealth. Signedd ....... ................ .. .....�-- ......................... .............................. Application Approved BY ..... ......... . ..... ..................... . . .. .................... ADae --............................ . Application Disapproved for the following reasons: ....................................................................................................................................... ............ . .............................................................................................. ......................................... .....------------------------------- ...............-....1................... Permit No. .......aZ.U....a..-.�T d. Issued ..........� (/Z .............................. ....... Dace �.:Nr.M.`...`J'Lr_.-`.�.+Y`�-_•�'�fr�Y-•.."1' ^vim.-"�-y.". � �....w- y/i.r. °'tii _ ..-.-. .-. -s 'y_. _ T ... Fas...�... .. .. .................... �. THE COMMONWEALTH OF MASSACHUSETTS t / — BOARD OF HEALTH TOWN OF BARNSTABLE AVV tratiou for Dirip ial Works Towitrurtion j1prmit Application is hereby made for a Permit to Construct ( ) or Repair ( //J"an Individual Sewage Disposal System at: -------------------------------/ y' 2A ---r..-----. G / /r'T ........................................ Location-Address / /�yA ti s P 01F r L uCf S/>/.� �: 9"',e or I,ot/No.T /� Y owner Address Installer Address UType of Building .5414 C Ar /u ��` /V Ge r Size Lot............................Sq. feet Dwelling— No. of Bedrooms....A0.4 5.A.1?••-------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ---------------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width--._---_-----. Diameter................ Depth................ x Disposal Trench--No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No--------------------- Diameter.-.---.-----.-.----. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date......................................... ►.a Test Pit No. I................minutes per Inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •---------------------------------- •----•------ --------------- •........ .-.---------------- ----•------------------ •-------------- -........ ...... ••........... 0 Description of Soil........................................................................................................................................................................ V .....--•--------•-------------------•--••-•----...--•-••---------••••-•-••-•-----•-•--••••••••••-----••---------••----•-••••--•---•------••-•----••-•-•---•-••....._............._....---••-......-•-•-•. W --•------------------------------------------------------------------------------------•----............------------. -----...-------------••---•---•-------•-••----•-•--•----......-••---...•----_..... U Nature of Repairs or Alterations—Answer when applicable........CA14_11-'k £ I///t/r S .......................................................... -••-----•-•---•-•---•--•---•..................•-•-•--••-••-•-•••-•-•---------•--•--............--•------••-•------•------•- ----•-----------••••---------•----•--•---•-•-•-•-•--••---..............----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli(ce has been issued . by the board of health. Signed ...... . r ......._ 3 —............... .................................:...... �} IYdre Application Approved By ................... ..........-..... .J ✓ :-`>.��/� .................. • Dace Application Disapproved for the following reasons: ............... "" "" .... . . ...........--............................ .................................... .......................... .................................... ." . " ........ " "" .......................... . . . ...........-- ------" -- ............ ....................................... Dare Permit No. . �, _.." � - -- " . ........................... Issued - ---C;-./�{..�/...z.................................... r / Dare ..,:---:_.:....v.e..:---.:.—.-,v.-e. —--s-..:-----I-- --..— -..,-------`. --r_, y� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE VTT ertifiratr of (11IIzttpttanre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by ..... --- -- CAIVC.G........3.S-G-I/✓9/ti ST .-....`ri i ................ .......................................................... Insrdlcr at ....---- Y.. .�'iE'.-...--------[----V ---"---"--5 ir'ia /r...-----/aid----------- ./O T'`...../JG..... -- ..... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described.in the application for Disposal Works Construction Permit No. _.... dated ... Lk •_-F.._..............._... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. i DATE .. .......... ), � . �;1"(1.,'" - ._..._............ "" " .................. Inspector .......-. .)_.�r.[�� ...- ........................... __ _ _.-- _ter ___— --_-------_,..� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE _ No.-......-= ............ FEE........................ Disposal Norkii Tonotrudion rrnttt �..........�'j� �� Permission is hereby granted---._�...-------� --------'-------...........................-•-----...................................................... to Construct ( ) or Repair an Individual Sewage Disposal System ' at No....... ............. ..................................................................< L ✓i .:✓.a 1; "( Fr -;_ :......_....--.--._........_._................._..............._........_....................... Street as shown on the application for Disposal Works Construction Permit No.: --------- Dated........�................................. ---------------------------------------------------------------------------------------------••------••- Board of Health DATE.......=........................................................................ FORM 36508 HOODS&WARREN-INC.,PUBLISHERS r a�fn9 'l u` juror��r�Ud jFTOWN OF BARNSTABLE L LOCATION S�l'f�e�t' $% ,¢ek" !efy lle4A SEWAGE # 904—/qi" VILLAGE ei If A01e?' ASSESSOR'S MAP & LOT o264—o3 INSTALLER'S NAME&PHONE NO. A U 0'/3 AIC SEPTIC TANK CAPACITY .4/ti' £ e/-1,4 C% LEACHING FACILITY: (type) CkAAqedL (16&5 (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: S UZ COMPLIANCE DATE: U z ! 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 T �m s L 0 c . S �l No. Fee THE COMMONWEALT 0 ASSACHUSETTS f PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplication for ;Digpogar *p5tem Cong;truction permit Application is hereby made for a Permit to Construct or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owne 's Name,Address and Tel.No. o MA�A4r M1�-�— �A� I- ANjJe5T7q2-r 6LOB 4qAAd 1,5--poZr I,t7k/1uL AVM Al Is. 'i— Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7f3AXT5R2— 4, NqL;; me— f�l'Z—J►�i it-IIJ � o r�� 4�6_R131 Type of Building: f Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building —Wal- No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow gallons per day. Calculated daily flow 36 gallons. Plan Date `DEe_ 10 . 1 9AC� Number of sheets I Revision Date P03 21 i I clq*-). Title R. OP; RMIS PAc.It_41:^r AT- YgAAQ1sP0,0l Guo -PAaffC7'L 4 4 jL hoe— Description of Soil 0_&11/4 �Lo,4My Y402� . 2w_L,/20" C' 1Cr�1. , Sa At6 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by t 7,-:&—-1, u if—7 Application Disapproved for t e following reasons Permit No. ✓ Date Issued ————————————————— ——— ———————————— ——— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ' r' Certificate of Compliance . ' THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed or repaired/replaced( )on by 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: 10 3 7 No. J ;l Fee , O o THE COMMONWEALTH OF,MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Wigpoga[ *pgtem Cott.5truction Vertu Permission is hereby granted to �r 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. 1 Date: Approved by 1 r, Fee No; /00 t { rTHE COMMONWEALTH 0_ ASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppliCation for Migool *pkem Con5trUCtion Verm- tt w Application is hereby made for a Permit to Construct(.J(')or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owne 's Name,Address and Tel.No. p MOOcOA+tr MIL-I, Rom> I WAN►Jtypa2.'r a0z 4gA44 tsar_ I rzo u t, A V 0 N Is Ftv�r- e4staller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ` 5AAXT&2_ *, 14%1= IN(, Type of Building: = Dwelling No. of Bedrooms Garbage Grinder Other Type of Building Ab /j Q No.of Persons Showers( ) Cafeteria( ) / Other Fixtures Design Flow gallons per day. Calculated daily flow 26 gallons. 'Plan Date TEY—' `lei 1 qqG, Number of sheets I ` ;Revision Date P03 'il IgR"9 ' Title Rk Or, TSW415 Ar FI•IA.NalssPo�r ` 3Avyu "��r ►,/c. ` Description of Soil D—!o''/.� (IWA-f�/ SaN4, 6 = �¢ (M)� zot n/ZO" C (G KS �S"A k f Nature of Repairs or Alterations(Answer when applicable) e`t Y 7_ Date last inspected': YF 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. r •` Signed `" Date Application Approved by114 s'7 - Application Disapproved for t e following reasons -- Permit No. % 7 - 4 " Date Issued ---------------------------------------- THE ===T--=�_===_=—_---— _COMMONWEALTH'OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS > 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: `'3 • i No. / �� Fee 0 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE_,.M'ASSACHUSETTS �ig6.5at 6p'5tem Co"WAtuC`tiott pet M' it- . ;y Permission is hereby granted to to construct( )repair( )an On-site Sewage/System located at +- G���-L lM.t,�..,/A..P�t r� l�i •I't �./�t �7�'',�-�`F���.-'�-�t--�-{ 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 Engineered Construction Company Inc. �Dece ber 3, 1997 Mr. Mark Egan 11yannisport Golf Club r P.O. Box 392 Hyannisport, MA 02647 Re: In Ground Fuel Tank Dear Mr. Egan, As per your request, on December 1, 1997 ECCI conducted a soil potential reading with reference to the operation of the existing anodes located upon your double-walled gasoline storage tank. In order for the cathodic protection to be operating correctly, a reading of-850 millivolts minimum is required. The reading ECCI obtained isA40 millivolts. This reading is consistent with the-920 millivolts taken at the time of installation, well beyond the-850 millivolts minimum. If you have any further questions feel free to contact our office. Sincerely, Robert Watson Project Manager j Mitt 270 Communication Way, Suite 1B, Hyannis, Massachusetts 02601 Established 1983 (508) 771-1174 Fax (508) 771-1886 Incorporated 1990 ENGINEERED CONSTRUCTION COMPANY INC 270 COMMUNICATION WAY HYANNIS MA 02601 508-771-1174 508-771-1886 FAX POTENTIAL RECORDS CLIENT: HYANNISPORT GOLF CLUB FILE NO:STIP3 209374 INSTALLATION ADDRESS: TANK MANUFACTURER: MOHAWK PO BOX 392 UL NO:J385759 HYANNISPORT MA 02647 TANK CAPACITY:2000 GALLONS TANK DIAMETER: 5'-4" TANK LENGTH: 12'-0" TANK UL NO: J385759 TANK INSTALLATION DATE: APRIL 5, 1993 POTENTIAL READINGS: DATE VOLTAGE 4/5/93 -920MV 12/20/94 -922MV 12/2/97 -940MV MAINTAIN THIS FORM FOR YOUR RECORDS Date: */_Z Z7 7 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS:A1yo A65,Q,;r%' 61-LF Cl yd BUSINESS LOCATION: A !r"Z: /1Jo//'� /r�A/ %/Y��jr/rs�od�^i MAILING ADDRESS: Po AoX 3 9 a kV i d1c� �}i71e fir , it To: TELEPHONE NUMBER: SO - 77�'- S�%'�� oard of Health Town of Barnstable CONTACT PERSON: �igR� �. LE Gf�/� P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: 5_01T' - 77S"-P 9 -7r Hyannis, MA 02601 TYPE OF BUSINESS: coi- r cO uR Sc- ,l�'eo�tlt��L Does your firm story any of the toxic or hazardous materials listed below, either for sale or for you own use? YES ..// NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity T.F#.4S'Antifreeze(for gasoline or coolant systems) ! '-` Drain cleaners �7Q 7,C /NEW USED Cesspool cleaners 3- - *''-Automatic transmission fluid 16,4 Disinfectants Engine and radiator flushes T iA S Road Salt (Halite) /6-941S Hydraulic fluid (including brake fluid) ® Refrigerants /Ds Motor oils V000 Pesticides NEW k4SED (insecticides, herbicides, rodenticides) .9oo® Gasoline, Jet Fuel 0 Photochemicals (Fixers) A 70.0biesel fuel, kerosene, #2 heating oil NEW USED 3oj,9 Other petroleum products: grease, 0 Photochemicals (Developer) lubricants, gear oil NEW USED 10 g±/s Degreasers for engines and metal 4l Printing ink t9 Degreasers for driveways & garages S Wood preservatives (c+eese*) 0 Battery acid (electrolyte) — 6 Swimming pool chlorine Rustproofers Lye or caustic soda A6S Car wash detergents Jewelry cleaners _ -,-, Car waxes and polishes ® Leather dyes 0 Asphalt & roofing tar rsFertilizers Paints, varnishes, stains, dyes 0 PCB's S-1413 Lacquer thinners - Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers — — Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, i 04 Floor& furniture strippers hydrochloric acid, other acids) Metal polishes Laundry'soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Snot removers & cleaning fluids (dry cleaners) I Other cleaning solvents +.' Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS 0 ,f V 1 r TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH Satisfactory 2.Printers 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY 174LQWt1v,00V4 4!�p ff J3 (see"Orders") 5.Retail Stores P 6.Fuel Suppliers ADDRESS 4�0-fl0ass' cl 7.Miscellaneous , L c JANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATE IALSUnderground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: /� /�I I9 17 Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) 7�0 Heavy Oils: waste motor oil (C) .S new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers isc llaneous: ti,/I DISPOSAURECI AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply bulk/ _k� ` a O Town Sewer 'ublic &_or4e w r dvuw- On-site QPrivate II f 3. Indoor Floor Drains YES NOX/ U Q Holding tank: MDC14 lA Q Catch basin/Dry well O On-site system crj � � 4. Outdoor Surface drains:YES NO � Q Holding tank:MDC + " O Catch basin/Dry well U O On-site system ot 5.Waste Transporter __r, Name of Hauler Destination Waste Product YES 0 2. +��+ Person (s) Intervi ed In pector- Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: k*W\V%1tR0RT l-k.,U a Mail To: BUSINESS LOCATION: '_70_ui�tia . j?, Board of Health Town of Barnstable MAILING ADDRESS: 1 3g�, P.O. Box 534 TELEPHONE NUMBER: Hyannis, MA 02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantiti s totalling, at any time, more than 50 gallonsliquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case !'C.Ak_S. Antifreeze (for gasoline or coolant systems) Yt-C14.Drain cleaners GP4-,, Automatic transmission fluid Toilet cleaners Engine and radiator flushes Ceppool cleaners 2 Hydraulic fluid (including brake fluid) O o2.-A"Minfectants %Oav, Motor oils/waste oils Road Salt (Halite) oaD Wasoline, Jet fuel Refrigerants 500-I1 Diesel fuel, kerosene, #2 heating oil coo*s Pesticides (insecticides, herbicides, I S toS5 Other petroleum products: grease, lubricants rodenticides) 1 e,N Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink _ Battery acid (electrolyte) Wood preservatives (creosote) o Rustproofers Swimming pool chlorine S rn� Car wash detergents Lye or caustic soda O Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) � Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, G Laundry soil & stain removers hydrochloric acid, other acids) J (Including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents _ Bug and tar removers 2,!wd Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business y + ;+R. ,f. ¢ +� T•r-mow- -.•x x-i..�, ... ..r . .._, -t..iY M-n. ,.Jlr�. �r.v'�.n�e�r1*. ,w-• - ,..f. /, ;�.: ^��: `.TOXIC AND HAZARDOUS ;MATERIALS REGISTRATION FORM , NAME OF BUSINESS: HYA^h�aT C��� Mail To: G� Board of Health BUSINESS LOCATION: Qusy\G Ait, v Town of Barnstable -� MAILING ADDRESS: P.O. Box'534 '---....,,..TELEPHONE NUMBER: _ A Hyannis MA 02601 ' CONTACT PERSON: 1! EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store°any of the toxic or.hazardous materials listed below, either,for sale or'for _. your own useIn;quantiti s total'ling;.,at any_time,:more''.than 50 gallons liquid volume or 25 pounds dry.. .. weight?_.. .YES: ISO- �. , = .v +. r... This form.must be returned to:t a Board of Health regardless of a yes or no answer. Use the fenclosed enveldpafor yo�r convenience. If YOMan were'd YES�above, please, indicate if the materials are stored at,a site other than your P ' mailing address: ADDRESS t*k _. r. ...._ 'T0L4EPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that ir you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) ` t.Drai, cleaners Gpq—. Automatic transmission fluid Toilet cleaners 2 > S r- Enginefand radiator flushes a Cesspool cllleaners Hydraulic fluid (including6rake flwd) (ta`c z!�``"f�isinfectants L Motor oils/waste oils Road Salt (Halite) ootJ 1 Gasoline, Jet fuel Refrigerants • �oks v+ 50�1 Diesel fuel, kerosene, #2 heating oil � Pesticides insecticides, h'e(bicides,, Other petroleum products: grease, lubricants rodenticides) , - � Degreasers for engines and metal Photochemicals (fixers and developers) , Degreasers for driveways & garages Printing ink _ Battery acid (electrolyte) ", Wood preservatives (creosote) 4 t i i 0 Rustproofers Swimming pool chlorine r Car wash detergents k ` Lye or caustic soda ' L - Car waxes and polishes Jewelry cleaners " t i Asphalt & roofing tar ` I Leather dyes Paints, varnishes, stains, dyes.Y Fertilizers (if stored outdoors) li Paint &.lacquer thinners PCB's Paint & varnish removers, cleglassa ,,-ate � �� �� }Other chlorinated hydrgcarbdns,, .. _ .�:.,.,,rF..�..._.-_,y., _^' j'- -�-, ,r di <� �'v sY —�S—a,,,� ,,,.,:?,'.- r.•.... ,., r -F^7+nt'F 1 '+Fry*. .. Paint brush cleaners fi (Inc. carbon tetrachloride) {' Floor & furniture strippers Any other products with "Poison" labels a Metal polishes ''` I (including chloroform, formaldehyde, , Y 4,kt . F ( Laundry soil.& stain removers hydrochloric acid, other,acids). ' (Including bleach) r _ Other products not listed which you feel may Spot removers & cleaning fluids l'P g '� � be toxic or hazardous (please list):`- • l . ,. I � (dry cleaners) f77 lq{ Other cleaning solvent'ti i t Bug and tar removers s. T Gi Q • Household cleansers, oven cleaners , _—__ White Copy—Health Department/ Canary.Copy;Busine§s - S• 1 J r • 7Z 0C tq THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH o,......_.. oFPe„KVs�r ...................................... Allp iration for DisVas al Worko Tnnstrurtion Frrutit Application is hereby made for a Permit to Construct (k) or Repair ( ) an Individual Sewage Disposal Syst at: y tea_ -� M a? Z Location-Address or Lot No. . .--••••-••-••...............................................•--•-------------...._......._._._.... .........._...............:....................................................................... Owner Address W Installer Address U Type of Building Size Lot..... Dwelling-No. of Bedrooms............................................Expansion Attic 4 G rbage Grinder Other—,Type of Building CF_ST.AQ.£sA...... No. of persons...1(6QMAY------- Showers Cafeteria (L. ;k A.' Other fixtures - --------------- -•------------------------- --------•---------------------------.... --•--------- W Design Flow..........�....................(5 .gallons per person Per day. Total daily�fiow.__....'q�.......... ............gallons. WSeptic Tank—Liquid capacitygallons Length.l6_-L..... Width--tom... Diameter_- Depth. ..- __ x Disposal Trench—No............................. Width.................... Total Length.f..:.._........... Total leaching area....................sq. ft. Seepage Pit No......I............. Diameter.....14_......... Depth below inlet....ca._:.......... Total leaching area-.4i?....sq. ft. Z Other Distribution box (� Dos' tank (4 �1 '~ Percolation Test Result 2 Performed bey .......- 1�1`l hi -•--------------------- Date._ A-S 7--- . aTest Pit No. 1.4.7--____minutes per inch Depth of Test Pit..10.!.5...... Depth to ground water-___�a����ea-� f= Test Pit No. 2.42......minutes per inch Depth of Test Pit___1Z.'(D_.. Depth to ground water....._!'!............. ------•------ ---.-------•-----•----.--•--••--•-•--------------------•-------- O Description of Soil..' !".�- ...l b? !n!�. .. �-" ,_ .. _ _.� ?AsESt�v . � �. x ------------------------------------------------------......................................................................... U Nature of Repairs or Alterations—Answer when applicable._..:_.......................................................................................... --------••-•-----------------------••-----•-------------•--•------------•---....--------...........------•-------------------...--------------------------------------------------------.....--•---•-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has)been issued by the board health. Signed^ Dat .g.Application Approved By------------------------ ---. --- - TTT- -/ . Date Application Disapproved for the following reasons------------------------------•-------------------•--------------------------•-----------._...._--------••---•-•- --------------------------------------------•-----•-------------•---......----•-.........------..._.......__....._...----•----------------------------------------•-------------•-•---------------•..._.. Date Permit No............ - Issued....................................................... Date No.. 7�ZcE FimR'�7 ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................OF.. ..................................... Aplifiration for Uhipasal Works Tonotrurtion Vamit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: .................................... il io ,\15. -'T.6-CC>L •7 A Location-Address or Lot No. ------------- ................................................................................................. ................................................................................................. Owner , Address .................................................................................................. .................................................................................................. Installer Address Type of Building f Size U M � Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder (,Q)_;, a Other—Type of Building ...ra....... No. of persons----I(_pEAL4X------- Showers (Q))— Cafeteria Other fixtures Design Flow.......... e..............................gallons per person per day. Total daily flow____...1��........................gallons. 1:4 Septic Tank—Liquid capacity-MI)C).gallons Length.S'.::G.".. WidthA'-.!P". Diameter__:---------- Depth..5. Disposal Trench—No. .................... Width_....__.....__._._.. Total Length.................... Total leaching area---_-_-----------sq. f t. Seepage Pit No. A I ..... ------------ Diameter......�4......... Depth below inlet....(C;t............ Total leaching area_..406....sq. ft. Z Other Distribution box (Y�)> Do§iug tank ( Percolation Test Results Performed by--BC.. ................................ Date...)-0 ......*-------- Test Pit No. .____minutes per inch Depth of Test Pit--- ..... Depth to ground water.....I- (-;-N ZL%(I C"�. ------------------- LL4 Test Pit No. 2_4�n----minutes per inch Depth of Test Pit..... Depth to ground water-------1.............. ...............................................?......................................................................7......................... 0 Description of Soil...71 bA�'w% 'i ...................................................................I................... ................ --------------------------- ...... ............................................ ...................................... ............................................................................................................................... U Nature of Repairs or Alterations Answer when applicable............................................................................................... ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITS 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the b V rd of health. Signed '_AA_&4'L ..... ... .........7 ...... ................. "�6 Date R*1 N�T 77 Application Approved By---....................... .Vim. ... Date Application Disapproved for the following reasons:....................................................................---------............................... ................................................................................................................................. ....................................................................... Date Permit No........ Issued--------------------�'''7 r ----•--•.............. -•---- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------------........... .........OF............. .- -!t- ........................... Tntifiratr 11R�Aft sni�� THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by...................%.................................................................................................................................................................................. Installer at., ?0'r—------ �_4"'� h �e I tailed i adcordance with the provisions of TITLE 5 of The State Sanitary Code as described in the as- been iT&Il, application for Disposal Works Construction Permit dated.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....._... 6.-. -. - ......................... Inspector..._.---)a��-------- ----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .... ...................................... 00 ............. ....OF..................�. N o...0-� - / — .................. 9" W ;I posat Vorkv Twilwitrudion "rrutit Permissionis hereby granted.............................................................................................................................................. to Construct 0110", r Repair an Individual Sewage Disposal System at No......... Street 'S3'. ated..,--:? as shown on the application for Disposal Works Construction Permit No _'UU ............. .............. DATE Board of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS CAPE COD PLANNING AND ECONOMIC DEVELOPMENT COMMISSION 1ST DISTRICT COURT HOUSE, BARNSTABLE, MASSACHUSETTS 02630 TELEPHONE: 617-3 62-251 1 April 16, 1986 Tom McKeen Board of Health Town Hall Hyannis, MA. 02601 Dear Tom: Enclosed is a map of well locations at HyannisPort course. The wells are located as follows: Green #2; well on westerly side of green collar Fairway #2; well located at end of fairway near green Tee #16; well. located in back portion of tee area Background; located near maintenance road in woods on upgradient edge of course Please call me if you have any other questions. Sincerely, Susan L. Nickerson Water Resources Coordinator SLN;bc enc. J I l �•• •:Y'•.'j� ,r� � 1. • ; • � • • • • •• l // � - . � (.• • • • • f" •,ll•�:;t�� ' \ '`, ` �,� �'I � �� �' �!f • ; . . •. . • ��� , ',,�I: • .• , •�J• ; << ,•7 _'V \ ,,—� '/,���I C, Golf. Iq 30 _: ` I !) •• •III II ' . ',', _ 1 .. ;• ,r• • ; ,, w ; • .m451/ 0 \ •` . �,✓ • 8 �) • • . .�r 37• iL ;��'S •'• "• • . ; • . • . , �. (p Our �•ii o �Q , �•'J � �G 11 •11 LA 30 •; :' •• •: II H. ON e,r'1f. - - • ••. �`, -r/ rs ,/- 0 :: ate e� ',• - ,( V r . ARBOR �dZT Isla d t ,o� _ - * S a w >� Hyar�r� i.s: fit':• ••:: -.- ** � � * ,. I D.L. Maher, a division of Boart L year Company:,,.„ , 71 Concord Street, North Reading, MA 01864 781-933-3210 Fax 978-664-3299 11 FR-E-CE-{� JUN 10 2003 Water Supply•Environmental•Construction OF June 6, 2003 TONJHEALTH DEPT.BARNSTABLE Barnstable Board of Health PO Box 534 Barnstable, MA 02601 Dear Sir or Madam: Enclosed please find a Well Completion Reports that was mailed without the Supervising Driller's Signature. The error has been corrected. Please accept my apology. Thank you. Barbara Celata Administrative Assistant Mass etts Department-)Environmental Manent Office of Water Resources 101174 TYPE OR PRINT ONLY Well C®ImpletiOn Report r,Q ' Address at Well Location:V0ZG14AAy-r M c � Property Owner: Auf%h5 Rom GL Subdivision Name: ., Mailing Address: 47,0 _ A-W1aY .4 City/Town: 14YAr, 4YI5 VeIF— " City/Town: &)nk5 Peer" mA Assessors Map Assessors Lot#: NOTE: Assessors Map and Lot# mandatory if no street address available Board of Health permit obtained: Yes ❑ Not Required ® Permit Number Date Issued u will r — New Well ❑ Abandon ❑ Domestic Irrigation K Cable ❑ Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer. . p Direct Push ❑ Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud Rotary, ® OtherBOZZEC E' cr Unconsolidated Consolidated W Permeability r r Q _m = c > °' From (ft) To (ft) High Low cn m Other Rock Type 6 tra X it x X Z3 4 t t� x Gx� �` Q� o• �r -------------------------- Total Depth Drilled From (ft) To(ft) Casing Type and Material Size O.D. (in) Well Seal Type Date Drilling Complete O 4 S�r.�. L i •�MEq't' l�e:4A"orz .� vu u , From (ft) To (ft) Slot Size Screen Type and Material Screen Diameter sib A �ELF.tMFO z From (ft) To (ft) Material Description Purpose Developed? Yes ❑ No .7 p Fracture 26 ca—r t—-AIT '&r—rvw->,r :5 Cq L Enhancement? ❑ Yes 19 No Method ao Disinfected? m Yes ❑ No Yield Time Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM) (hrs& min) (Ft. BGS) (hrs& min) (Ft. BGS) Date Measured Ground Surface (FT) 41 a 6 gv^t? v 2 21-1,.a "7_ 5 Pump Description Horsepower Pump Intake Depth (ft) Nominal Pump Capacity (gpm) p 4 a `tv WE V ELL Dt�Lf �S SIA EN(EIV This well was drilled and/or abandoned underMhe according to applicable rules T and regulations, and this report omplete a best of my knowledge. Driller:6C-e � P.x 5izr�S Supervising Driller Signature: gistration #: 6 Z Firm:ZO- L'• MANr� l Date: Rig Permit #: �' 1/0 1 ,VOTE: Well Completion Reporz.. must be fled by the registered well Jriller, k�ittrur It) 'I", of well completion. DRU I FP r_nav i- COMMONWEALTH OF MASSACHUSETTS i EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION r , TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION: Property Address:. Owner's Name: Owner's Address: —� Date of Inspection: // L g Dl i Name of Inspector: (please print) o 40 Company Name: c=.VIC - Mailing Address: p V Telephone Number. 50 y 27/— 39 9 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 eeds Further Evaluation by the Local Approving Authority ails Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of I0,000 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 I Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM .PART A CERTIFICATION (continued) Property Address: ? - Owner:. Date of Ins eetion: U Inspection Summary: Check A,B,C,D.or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or fe aired.The b'sicili u Oil cOr11 1GLIon ulLim Pc-IacG111clu Ur rG air as approved b the Board of 1-ieann,w iii pass. N y 1' P P P- PP y Y Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain_ The septic tank is metal and over 20 years.oid* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent_ System will pass inspection if the existing tank is replaced with a complying septic tank as'approved by the Board of Health. *A metal septic tank will pass inspection.if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of Sewage DackUp or break out or high static water ievei 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 obstiitction 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 f * 1 11 Page 3 of •� OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:` ✓� t� Owner: Date of Inspection: ,? o C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect pubiic health,safety and the environment:- Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance:. "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform t___.__._ J 1_.-t_ f 11 f, e r- _ C•_._ �. J . ua�tc±ia drw vu±au±c u��ailic:c+cif r�.� f S sr,1��=�:r sir===ii =°it:±iS.,� .,c: .aJ:;;:i��i ii�f.5 uli;t <at-±±ity aicu. 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: w° i 3 r, Page 4 of 1 1 OFFICIAL.INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: GL Owner. Date of Insp ction: D. System Failure Criteria applicable;to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yet No �/ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _Discharge or pondine of effluent to the surface of the ground or surface waters due to an overloaded or / clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or / cesspool v Liquid depth in cesspool is less than 6"below invert or available volume is less than flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. 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 I of a public well. V Any portion of a cesspool or privy is within 50 feet of a private water supply well. i� Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from.a private water supply well-with no acceptable water quality analysis. [This system passes if the well water analysis, performed at n TWP rertifled lahnratnrv. fnr rnlifnrm hnetPria � 1and vnlotilo.. pounds 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.l (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'systetir the system must serve a facility with a-design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to�each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of'a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1.1 • OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner: 41 Date of Ins ection: Check if the following have been done.You must indicate"yes"or"no". as to each of the followine: Yes No Pumping_information.was provided by the owner,occupant,or.Board of Health Were.any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? Have large.volumes of water been introduced to the system recently or as part of this inspection? �= Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage_back up? Was the site inspected for signs of break out? /T_ Were all system components,excluding the SAS, located on site? Were the septic tank manholes uncovered,.opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth,of sludge and depth of scum? Was.the facility owner(and occupants if different from owner).provided with information on the proper maintenance of subsurface sewage disposal systems? The size and locatii�of Me Soii Absorpiia;r�ystenr(SAS)on the site has been dete mined 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)[310 CMR 15.302(3)(b)] 5 Page 6 of 11 OFFICIAL IlVSPECTION-FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner.- Date of Ins iection: p / FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):... Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x of bedrooms): Number of current residents: Does residence.have.a garbage grinder(yes or no):_ )saaundry on a separate sewage system(yes or no):—[if yes separate inspection reduire(}] Laundry system inspected(yes or no): Seasonal use: (yes or no): Water meter readings,if available(last 2 years usage(_1pd)): Surnp Pump(Yes or no): Last date of occupancy: COMMERCIALANDUSTRI,L Type of establishment: Desi2ri flow,(based on 31 A!'MR t l3asis of design flow('seats%persons/sgft,etc.): ~�u Grease trap present(yes or no): Industrial waste holding tank present(yes or no): nJCO Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last-date ofoccupancy/use: CAAj .pj— OTHER(describe): GENERAL INFORMATION Damping Records �� Source of information: LlX"1 umu, — . Pu, I �(m Was system pumped as part of the inspection(yes or no): Ivp If.yes,volume pumped; �allnnS__yll�„ yaS.^ia� Yi y pii��ipcd iicicr511ined Reason for pumping: . TYPE OF SYSTEM ✓Septic tank,distribution box,soil absorption system _Single cesspool Overflow cesspool Privy Shared system.(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) —Tight tank _Attach a copy of the DEP.approval Other(describe): A�prox/jmale age of all components,dat i stalled(if known)and source of information: (v Were sewage odors-detected when arriving at the site(yes or no): k)C .6 Paee 7 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: s2 Owner• Date of lns�ection: O BUILDING SEWER(locate on site plan) Depth below grade: i Materials of construction:_cast iron _40 PVC_other(explain): Distance from private water supply well or suction line: Comments(orizondition of)oi:its;-venting,ev dence>sfleakage,eic.j: SEPTIC TANK:Zlocate on site plan) Depth below grade:_?0�/concrete Material of construction. _metal_fiberglass_polyethylene —other(explain) If tank is metal list age:— Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) , Dimensions: Sludge depth: j�_ -r 5d1 Tct�n k ;V Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: �nn �;nnn UoX 4 �i Distance from top of scum to top of outlet tee or baffle: 1) Z (Z) y Distance from bottom of scum to bottom.of outlet to or baffle:1)S,/ir� How were dimensions determined: 8hqr-n aA� Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidenc of leakage,etc.): / S ' GREASE TRAP: (locate on.site plan) Depth below grade: Material of construction: concrete_metal_fiberglass_polyethylene_other (explain Dimensions: Scum thickness:. �a Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping:VDA VaLyri Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as r lated to outlet invert,evidence of leakage,etc. : l i i L' U 7 D Page • • g - OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY-ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection: z4lzai o TIGHT or HOLDING TANK:7vv (tank must be pumped at time of inspection)(locate on.site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): ' Date of last pumping: Comments(condition of alarm and float switches,etc.): i I DISTRIBUTION BOX:Zofpresent must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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.) PUMP CHAMBER:-&(locate on site.plan) Pumps in working order(yes or no): Alarms ;n wCrkino nrdpr A—S or nn1• ��. Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 i Page 9 of I 1 • OFFICIAL INSPECTION FOR-Al-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: a Owner: Date of In.s ection: IIAgo i / 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 Typeiname of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil; condition of vegetation, et �) CESSPOOLS:,Q�(cesspool must be pumped as part of tnspection)(]ocate on site plan) Number and confisuration: Depth—top of liquid to inlet invert: Depth of solids laver: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments/..oto condition of soil s;-,Ps.ofhydraulic f-ailure,!eve! of pond;- co,.nditio_n.if(i tZt;nn Ptr l• PRIVY:LL/? (locate on site plan) Materials of construction: Dimensions: Depth.of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,_etc.)- 9 Page 10 of I I • OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR-Al PART C SYSTEM INFORMATION(continued) Property Address:.a Owner: r Date of Ins ection: O SKETCH OF SEV4`AGE 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. l n 11� 6 Val \ A6 10 I r Page 11 of II OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address•. Z - � Qs�� s ,Dort Owner: / yQllrli4�oKT G��6 Date of Inspection >��Z rs/p I SITE EXAM Slope Surface water Check cellar, Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: ,/Checked with local excavators, installers-(attach documentation) V Accessed USGS database-explain: You must describe how you established the high ground water elevation: 11 Permit Nu�: Date: m Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. -c Owner: J` Address: Contractor:_ BO/ fl�Olf�� Cd,�Sr y�ssy �S�`2'?� �G��i'S7b.�s /ylS Addr-ss: Notes: STEP 1 Measure depth to wafer table :- to nearest 1/10 -`�. - Date month/day/Year I I STEP 2 Using Water-Levei Range Zone I and Index Well Map locate site and determine: OAppropriate index well........ ......................................... 1� CWater-level range zone ..:_....... •-•-.._...:............................ STEP 3 Usingm e monthly report"Current Water Resources Conditions" determine current depth to i water level for index well ....................... month/year STEEP 4 1 kinn Tnhlo 1Al�ro._Io.,ol n .. .or index well (STEP 2A), current death to water level for index well (STEP 3), and water-level zone (STEP 23) determine water-level adjustment .-..................................................,......... •,................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) irom measured depth to water level at site (STEP 1) .............................. / l Igum 11-Reprcdudble compUt3tion TOr m. 15 it i j �i i l Spa a a � I� V E1} Y a € s 4� S � E i &IFti 1 1 i ,( t 'V ti G� Fi .r �1 • S BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 May 17, 2002 Mr. David Stanton Health Department 200 Main Street Hyannis, MA 02601 RE: Hyannisport Club Septic System Replacement Dear Dave: This letter is to inform you that the septic system at the above-noted location has been completed in substantial compliance with the plan. The pumps have been wired, activated, and do run. No liquid has been pumped, as.the building is still undergoing renovation and no sewage is being generated. When flow reaches the pump chamber, the pumps will be checked again and adjusted as needed. All underground structures have manhole covers to grade. The leaching field has two vents and two inspector ports that mark the corners of the field. Enclosed please find an "as-built"plan of the system. If you have any questions or comments, please call me directly. Very truly yours, S phen A. Wilson, P.E. CC: Bortollotti Construction P. Brown P. O'Keeffe n J. Crosby R MAY 2 20OZ TOWb l ):B.r;RINSTABLE Ht-Ai_-ri;DEPT. #2000-84 Land Surveys • Subdivisions Septic Design • Wetland Filings Site Design THE COMMONWEALTH OF MASSACF9USETTS BOARD OF-I:HEALTH- tr_ E A NOTICE TO ABATE A NUISANCE `° c; _L _off L_..__.�i4�"� AlMirtM ......_................. •---•- -- 44 owner ., As:occupant of -HYA N 14 l�!! �s you are hereby, notified to remedy the conditions named below wi ' --days of the service of thie notice, Sundays and legal holidays r excepted, or to show cause wh / l =Z� 4 y yourehonid not be required so to do: CAL---FoRm _ _ -- :� - - . . 12 �M S VLF° a �:I_E . dp -- - - i+z If at the expiration of time allowed these conditions have not been: - >remedied and no cause aforesaid be shown, such further action will be :_— taken as the law requires �t) E = By order of the Board of Health laas�aec Personal Service=--- -- ;, Any objection or inquiry in,reference to this notice should be IIled x,nN� _._.._...-.._.-:-.At ,, before the expiration of the time allowed for the ab t meat of the nuisance. h Address all communications,6°Boa;d of Health 's a — a 5T* coo No®31a'�,waa�aew e `.!V r'y, r -5i :. �y,i to - "k.- h a^�.s' *.. sdis.}-ed w�e'3e�.3i ''�cPa __f.>-^,,m!'?S:/.rtTPR.F,xfiSJSpF"'." Sfrt'v.....,n -,_:±C' .c:T".e'.can. _ Y. .'g'�ti��.✓f"i'f _._ _ ... . - Till T TOWN OF BARNSTA13LE 6 O� OFFICE OF DAHIlTADLL MAlI BOARD OF HEALTH � 367 MAIN STREET HYANNIS. MASS. 02601 Sewage Permit # - l0 Applicant : 4- yAA/itASPo�=i CLi>r.> Proposed Ins ta Ile r:Umz0Ovj,(,V The plan for the on-site .sewage disposal system at `7, V, "e, Ave has been approved with the condition that the design engineer must be on-site and supervise installation as well as certify in writing that the system was installed in strict accordance to the approved plan. Approved By Date VIVco UMaS Sal It✓a�J I TOWN OF BARNSTABLE 1 1 . LOCATION G R wh SEWAGE # VILLAGE .{ Art S Secs,' ASSESSO. MAP & LOT`�C(.,- C INSTALLER'S NAME PHONE NO, I f SEPTIC TANK CAPACITY LEACHING FACILITY:(type) C o c> (sue) x C C>c NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER 3R OWNER Vku V ( v DATE PERMIT ISSUED: A(00 DATE ;:,OUPLIANCE ISSUED: VARIANCE GRANTED: Yes No l W7 7)-4 ! tl1 I ^f oTown of 13arnstabl Department of Regulatory Services Public Health Division Date oF1m gyp` p� 200 Main Street,Hyannis MA 02601 BARNSTABLE, 039. A Date Scheduled �•S Z Time , 0 (n Vh Fee Pd. l Ctc�"=" x�.. rEo Nay Soil Suitability Assessment for Sewage Disposal c 1--,q t is f��s! r o �i Witnessed By r J n Performed By 1 IVI iIf �I � `\`�`./� k:r1!�-.�;;.!I4;ir�i•°ara',gar...'!.�..'!.::�,,!i f•:x,r':,I.d�l..J�{+ rr�„I}i 4_gyp_!.�,N.:,I.� , �Own*e�r s ri ame Location'.Address PNsy .rl ._.:.,L.. I I r J7L, Address {! ,°• ryu-", Assessor's Map/Parcel; Engineer's Name 5dttrtle.% A. LA) 1 sc"r, Re h'WJ'AP 2(aG d .'L ! i r17, tiE G !'1a11rrlr „ nC4+c:_ NEW CONSTRUCTION REPAIR !� Telephone# :: Pr, 9 !1 Land Use Go( c"i Slopes(%) 6 — /G Xn Surface Stones /Ie it e Distances from: Open Water Body dvclr 30 U ft Possible Wet Area pi/t:r 30) ft Drinking Water Well ft Drainage Way ft Property Line �_ft Other ft SICETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Ur ,;� , X47 cr IV I $ s' Parent material(geologic) G tr,cry (_' 0+k "s.Ja=;(, Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ...:,.:r,.,,:,::,,:rr,rea;m,!n;;;:!ra�=.!•;a:,n!;!;I;;n{r;mr;,'!r!ra2:!:r;;!a!:r„'rr;;l'I!I`"il 11 lilh ......! ......_........_.._..:r•.:r..�,rr::-.:,:r..r,::;::::r,:: U:,:,.,.:,,,:,:r:,!,!ra,!..n.:r��:;;!.r.,.:r.._ru._._i,:.:-. .. r..:p.... ..... ..,...__._...,:.::.—:-n,!ru:!s�,!'r:r.:M,!,..,,.,.!•n!. ,r.;.r...,r..c_!au:::, .rr„ i r...r 711 !r,.. .i ! ....!.. '";;'�ji;;: , ! .� I �:li !�"!1 �iiipLl� � AM h_.. r. Method Used: Depth Observed standing in obs.hole:` in. I)epth 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_ _...... ..:....... .._,..,_:.,,..,_ ,,...,.:�.r.....:......rrr.:..a....a ul!. .w.:.....,,:.....r..... .. ..:: ._. r„71 :..,. ....:.,.._.I.. _!_..._..!..:.:..:.......... .._I.... r�,a.p.l ... .....,_i,..,_.,�, f .. ...:.!.. .:: .r. ... ... ......�,.,,::: :..... .. ...:.r.. L....:: r.......:!-,:r::.rr..+.................::a:!.:::,:...,........:...,..::;..;.pr:;:...,•�::.q:;';.-,-..!. ;::•,:::�..r:. - u:::::,..! .air.,... :,.,.::'r....r:...!.!..rr,.:-!r..,.a •�y!�, .�..,.. .u.!.,,.:.....: ! :,:.a,:a:,.r.. ra, i .,r .:u.!.h6�:,.,,!,I :i.i. ...:ra!! I y,r r em�:!:u:!:a!rr!!.ru:4l!YJ!�4!:r:>:@!'nu!!�':r��nl!.m��s!�in Observation Time at 9" Hole# Depth of Perc '+ Time at 6" Start Pre-soak Time® 11'•3e ` Time(9"-6") End Pre-soak he ale •o ,arxa.� � '� 'a�F Rate Min./Inch Site Suitability Assessment: Site Passed l! Site Failed;___ Additional Testing Needed(Y/I� Original: Public Health Division Observation Hole Data To Be Completed on Back---------- :.::.:....:.:::.;:..:. ... ... . .. .. Soil Other Depth from Soil Horizon Soil Texture g (Structure,( ,Stones,Boulderes. Surface(in.) USDA) (Mansell) Mottling ° o_�It ,4p. Sa"�I.ydai.h 10 Yk 3/3 l .... If p G rvt , saw /0 yIz 713 o . . i :::.::;:.:.::::::::..;:,:�::::::,::;:,..;.::.:.:..;:;:.:,:;.::,:<:.::;'.`<,:.: :..,;;,'':' >><>> ><; ..,. VATTi7hI H+C�LE LTG :»s»»:.;:;:.;::;.::;:•>:.>:.;;:.::.::.::..;.;:..,<...;,... ... Soil Other .... Depth from Soil Horizon Soil Texture• Soil Color Motllln Structure;Stones,Boulderes. Surface(in.) (USDA) (Mansell) g ( ° r'(v it—.39 r! �,. rj'a,.`ct•� �� 10 `(lZ 'S!(o .. • S/G t3 ^ I Ar4 G U .... .... .So]CCU #.... ..... .... . ... .....:..:.. Soil Horizon Soil Texture Soil Color if Other Depth from (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Surface(in.) — p�ictcnev %Gravel) A q � It Me.d.ww�. �ar�pt IQ�� 7/4 ^ ZA � I::0 ::;:•;:..:::•i;;:y.:�ia:••;r:i.�4; .,� 1.. ..: > '�: �. ...:::: , : ,'^�•.:::.::>; >:.;:.;:.::.;:.:.�:.�;:.:........:.....::...:,::..:. Other ::>:>:<:i;:;:::;i::;: i;<:<:;::`.'•%:.::::::::;>;::;;;::;;;>:::::>::::•,:.;::.:;:,:;:::;:.;;::<:•:::...;.:;:•:::.::,•... ... . Soil Depth from Soil Horizon Soil Texture Soil Color Mottling Structure Stones,Boulderes. Surface(in.) (USDA) (Munsell) g ° 4-4 ' I )�1ood Insu ance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No ✓ Yes Within Ioo year flood boundary No✓ Yes / Death of Natural) eurrine Perviotac Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? c-!S If not,what is the depth of naturally occurring pervious material? ('ertiftcation I certify that on �r�iS (date)I have passed the soil evaluator examination approved by the Department of EnViro, .. ntal Protection and that the above analysis formed by a consiste with �, rt,P.rP..,i,ire.ri trainine.expertise and experience described in 310 CM THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -TOWA.......OF_'!' �App�ra�on for � �pa� l Wo rkii- To nti-~- ~- -it V a- ~- Application is hereby made for u Permit to Construct '( - or Repair ( ) an Individual Sewage Disposal ^ S��u �:� 8 T� ........-_--��r��__� ___���`tj����__�mc�-__________�4&n�_____^����______ ��/ �"�� �� u��. ___ __`��`� ' M�»���� _ �� mp� '�&��. _'-_-'--------'-_-�-__--`--'-_----'--_---'-'-' ' -'-'---------_-------'-'--'`-- _-'--__'_.. .. Owner Address Instal er � Type c6Building Size [hwelligg No of Bedrooms Expansion Attic ( ) Garbage Grinder ( ) Septic. ^~~^ ^~',~'~ ~^,-- y'-'~--°,~'--- Length�------ Width------' Diameter~~ --'--'' Depth. ------. Disposal Trench--%�z_-'.-.----. \��b6-------. Iotu I.cogt6.-_------' 7.otu lo�hiogur��---. �g. ft. � '- Seepage Pit Nu-__t-------- ........ ------- Depth below inlet........&....... Total arcu.— ft. Z Other Distribution box ( +� Dosi ~~ Pero� m ut�ooI�mt �� lt` Pe�o l ��' -ak.-'u1f§��....|AC-........... Date........ ^- --- c�3- Teo Pit No. l--.-2--n.miootcu per inch Depth of Ioot I,it-.. Depth to ground ~atcr-'��������- Test Pit No. 2---. ..minutes per inch Depth of Test I`it--. -_ Depth to ground ~uter---................. uu --------'--''�-'---'--'' -_-'-'-'_-''-'----------------'----_'---� �] c6So�----- -'_ � �� _ --_'-_._--'-'--.--''.'--------'' ���------------'* _--_----_.-.-----'.-------'-__-__-''-_--'-------_-'__._-_-_--_._-----------'___ �� Nature of Repairs or Alterations--Answer when ---.-----.------------.-..---_-_._____.. / -_-----_-_._'__-----------_---__'-___-_-_,_''-------'---..---_-..._'--..�-'--._-_____ � � Agreement: The undersigned agrees to install the aforedescri ivid I Sewage Disposal S p in accordance with the provisions of TITLE 5 of the State Environ ntal Cod e u rsi ed furth r rees not to place the system in operation until a Certificate of Compliance ha i le-1 . the ard o It S ig��d - v B | Application` - ''','- -- ' | DisapprovedApplication for the following ,xu/oac ................................................................................................................. Dme � No...........•Z---....... Fxs.. •............._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Fjl!A .-----.OF....... � .N.�? j. ...................................... Appliration for Bi_gpwi al Works Tnnitrurtiun Prrutit Application is hereby made for a Permit to Construct (`,,or Repair ( ) an Individual Sewage Disposal System at: or-1- i fZ�/t i.�L /.IJ I w d'1`,!t 1� ._.1!_lLt+ .... w ,64 l f G t -----------------_... - • ............................. ---•------ -••-.---... ..... .. _.... Location-Address or Lot No Owner Address 14 14 Installer Address UType of Building Size Lod!Fz% -__.%. -__....Sq:feet— J4 Dwelling—No. of Bedroo ............................................s Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building t4t4r.-51' ZA_&e. No. of persons____________________________ Showers ( ) — Cafeteria ( ) QI Other fixtures -• -••---•--•--------------•• - W Design Flow_ .G _. ..S.fZ ..Sf�___gallons per person per day. Total daily flow...........................4.n ............ WSeptic Tank—Liquid capacitv.�9gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No -------------------- Width.................... Total Length_..._.._.!._... Total leaching area___.._.__._._..__._.sq. ft. Seepage Pit No............•-----,- Diameter.....................Depth below inlet.......---.__....... Total leaching area......24 ..sq. ft. Z Other Distribution box ( Dosing tank ( ) I _ _ Percolation Test Results Performed b .. T ....«r'.._.�v4`1 t .. 1<, c 1 ` 171 ' Cl aY . ---•----• --- Date.................................;al.... ,.a Test Pit No. 1....../--r_minutes per inch Depth of Test Pit------ !-..... Depth to ground water__:_""_"-_`"'' -__. Test Pit No. 2.......fr^'..minutes per inch Depth of Test Pit........ ��-�'._._ Depth to ground water...........""...._ �+ ---------------------------...........................'............................................................................................... 0 Description of Soil---------------..' _' •........Lfi- A al--- "...�71�(-�-W^'---------------------------•------------------•----•-•----------•----- w - ::--------C;;,6*; ------- ........ -------------------------------------------------- x •--•-•-•-•-•-------••--•-•---•---•••••••------•-•---••......-•-•-•-•-•••......--•-•---•-•---•••-••--•-•-•••--•------------------•-••-••----------•-•--•-••-...--••----••-•......-•-•-••-•-----•-----•-- U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------------------- ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ------------------------------------------------------------------------------------------------------------ .................................. Date Application Approved By .......----� ., ,.J...`N ,•...I-:.-....- =-..........................................................................._ -...r':..._:.Da.....�'-4. - Y l Application Disapproved for the following reasons: . . .... ................................................................................ ... ........................ ........................................................... . ......... .... .... .. .. .................................................................................................... ........................................ Ds' - = e Permit No. ------ ---`--.r...Y -- ----------------------- Issued .......------........--...------.............--- -- -- ------. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Certif rate of TomyXianre THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( V ) or Repaired ( ) by ..................................................... -4.' ---------------_-------------_--_------------------------------------------------------------------------------ .............. t ... Installer nsta--....... ..... has been installed.in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........... ._ PP P ,�.�..-.�..�`..P-....... dated --------------------------------- -- ------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............. - .m- j'...- ... ----------------------------------- Inspector =:.-...:- -- .. ...............-. .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH { p ., I C/ �f� f ,lP, .........OF...........`.if!! ". I _ .d..f... ...........:........... ... � J No.... , ,..,.. FEE... .............. �t���a��1 nrk� Cnnn�trttrtirin rrtttit Permission is hereby granted.......................................... e,.V..._._ . ------------------•-•-•----------.-.--•-----------•---•--- to Construct ( ) or Re air ( an Individual Sewa e Disposal System at No................ �-�� � ----------- 'i i� -------- Street r� �/ as shown on the application for Disposal Works Construction Permit NO.r!-�_: �?' _._ Dated.......................................... ..----•-----•--••----------------------------------------------------------••-••-----...._.....--•_...._ DATE_-----•-•----•----.....---•----•-----•------•.................................. Board of Health FORM 1255 HOBBS & WARREN. 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H annis' ort Golf Club"t :� f :b �'r 1 i < ,.�r�� ai -�t 1 r a ~ "`.1� ', C rL�t 1 �' a r �' i i t �$� ,( tr r r >+' ,,",. t r�, r:r rt'�i.w tar 4 f -{ ra... + ,,f �O :•+� +tr + � .r Irvin Avenue i g , A"-" + t *` °a1 ,�:�,�.,a xt jaw Af;,:r .x,�,S r _ f�f* �' x $t".:,. M ti: i,-% j. i, g r s*- a# :`s <i `�3.t J, + '. i .> },, a t^'r,i�fi.. '•,t S + }+�„ t. 't, f" !�'_ f Hyannisport MA 02647 ; f� "-.1� . . , ��. , .,t k ,. '' i!. t7 ' -, s ti ,. P lea tftr(r Y 1 �. ;°.'' r X; r (^r t r♦ j, .1 3 H1 + ,kL r•;,f ., A'. *.• a .,F; i.•f f S` rh, s + 4 {.,,•�;:. } +1t '`{. e'. 4, x viv i },� }"� ;k. d ., kfk fa s -.� `r "+ a4'- t rr'a r:- r f a'r 4 .^t,. c nY f .•;s,. ?- ,f" t'i..- d °- P4't'a is- *� ,?'ih-,,•t.�i r, i'l`r",�� .{k + },,, } n! r"'T , +Jx�r 4, 6 t '�: .y r't "5 • , '� s t #t, , ,;L W y. T �r Y -`f i 5 r h .r.•. "�.f i' 1' P k.i �'oN tit , 'k F. 6 Dear M r.;McDonald (r:, % * r , K=, .Y" .�^ d .' k✓ N et w " 4 �i s ys.' ° 4j� "+r"r ,r. t{ fp_.. " 1. ' K C } Y" Y .. t p r<.;' S. .,, t,J; t r;4�, �� tF R _ k+" ,. o ,y 1 � ;, r.�r. .t,,, 's r i•t R.t- f Y i .,,4 V•.'E. r x t _{;�q 5 A r .a} - =1� •,' s i,r..lr!'1. }TP's .; , r + a,,, " yr: v s,�4.,,,,,r�9 '4�',;-.. '4, Yr Jt �.- y;«". {{ r'r* . ' ' hf .,�, Our, records 'indicate that,�your;:establish'tri�ent, the Hyannisport rGolf{,C lub; ; .� ;, - � ��» ,., S '4':• .! y•: "5 t, tti.. f e - r z r .:x w>• ... wi - t ,`.. y fr r - A " IA a•a do_es snot ,have'�,'an sit@� �'tLl -t * '`` '' Ea a !. 4 , ,,� ,4: r sewage ;d s'pasal ysyste;m ,,. hat {meets the r�,i i ti+ , r r$. s fir r wR.w, fk'. e'k r. r y y:r ...far . f. r 9i...to „ ! r et t:_ r xt=.f requireinents�of.31.0 ,CLf'R 15.00;•:'the States Erivironriient.a bode Title 5,�� ,` tf�`: xtK ,Y.,i; y - -._ .;V- - `•' • .. x 5. r V < .e,r-.1 ,. z 3r. ,"na , . r,e'.s rn q a •.r. ti - :" , 4 y ,t om= `'Minimum Requir�me is for 5 ispo l fs Sant ar e,� '' Y fin" e ,V Y i ,, « '1v `,�f .. '. 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Y+ :1 t�� .*' `, '4• . lr and the Town of Barnstable Health Re u1 tons 7 +� `�}�_ 7t ,: Y }'" SA A ♦ *s: ", a+" 8 4,t rq''9 �,t /� t , »# ! k• ty"..s ,•(. +'4' C.i'lr 34 t`� F!!f- ' tx .$,, I 1 y-..- x.- i 3 c r'' fi. a. 5 s`4.'`� f.`f .} -.:,: _y e. ,�'° ✓ r°f 'u ' e •4- S '.•, - +� -£> j n. f ',ywf "j L r s;- tya,r e!r r K , r {. r w, '. ,' r 'I 1i6u ar`e�-hereb r direct `d ;to ha vex 'a -Ficensed{'disp a'worits .construcuQn,-- " `a `�> . t � T s' ;f i w ; nstailer rupdate your ex stingy'`s��va�'e s'stem fend Lalso .install`;an�outslde> '``a x t%L ! * , 14 `x � : g g X 1 • r,i } :'o t.'r. r - , •r- s r,..;. t - w..3 ,rs,-;, 'ti >"�, 7 It p,i t' *..4, A t'`.c. °t,e; '' rt..� '�•� .. ,l p,;: =c ;rx grease trap prior to`your next licensing period January 1 x,1986 1 .� t 4 A}��. .x t'a'.j v-J 'sp +s .irt + ..t v f i 1 s , ! f a wy . .f , S'r.*r '7'';..v*, S 9 •}.tit ffrcr'f i44 r 'f t�`VR /•• M' Y,', V S� wk';3 err` �., 4. - ,r�••'� t�+.b. 1 +f '-•.t• "; 1}r ,F a.. s 4 3 gS' .. r ,. :^t',Iz -1 f a i "�,f a -e v"-,Sy 5 c " •r( a,ktY'w' Y.•, t t, y ,r,l ': . i H . S.,,4 ` i r } ., .r ,S,F t. 1^`,.+ • �53 r " F 'x.M".t' ,l.'YY' `•S'w' fx'' M.;E. y,b•E^S ^"i a f„r "•!,�",{ r ? �tr `�e7"�','.k .4 y 4 �j "•4 ;, a "4r If; you'~have};any questions, please 4Ycall',Mr ,Thomas-McKean,,. 775 1-1'20,�e r } S J :+5 t+t' }r f j 4 S S r,zx i�.. u. rr•, S k+5 , l t ,. - ., tky fS a , •r r t y. ( y`:' S* < Y 3''t. ,, r '; 1 'i2 t v f t 'ri '+ f r,!.'f'�-. ,. 'ti _s 1 �. p r 4:eXtension 183- ,,,,i r,., t r,}% �` •". �..i �<,� «', � �.�.,.�- ��,. ,� ;�% - ,t.4'r.;.;, t -r , ' x. i .t s`'4' * ,,:, E _ �t" ea + _�, r r, tM1 f r -Y r^ f �.""+ +: r¢"*,: ty yr*V' .t'A '' 4 p 'r4 - ... , f�f, f$�f _ t i a f fr t T ' ., , 3i' } + r �:" R � k as 5 ,I u ,� -4 y r9= I. e�:~ S` 4: q.�,s 1 fa, .,C r,.�k b}. r -'.# r s. t.,:, 'R •.•1 r ..,. " yr- t... r - nt ' 5 j{ .; 7'7 b-#:* d" M,, ' e'S�.' , "�, r! 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P*C1. r': �i° c:.xy i. 'S F.;S # } - 7 R Rix •: ja f try rr• 3 4$; e - S Y .:� ,, i •S ,t�,'''�y'„`."f�, '-.F �e r4, 'a' * ,;, a C ,'�.'4._ , r :,� ..i i F -.. x '-"� ,rr::...t�. r_ .t t*' � +1..tiJrr t. r �^ .. - r•L., L ..� "4ay BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 ABUTTOR NOTIFICATION LETTER Date: October 31, 2001 RECEIVED Re: Board of Health Variance Request NOV 0 s 2001 TOWN OF BARNSTABLE HEALTH DEPT. As an abutter to the proposed activity,please be advised tNa-t-a--V-an—a-n-c-e-R-eq-u-esI has been filed with the Town of Barnstable Board of Health. Additional details are below: Applicant: Hyannisport Club Address: 2 Irving Avenue Hyannis Port, Massachusetts 02647 Project Location: 2 Irving Avenue, Hyannis Port Assessor's Map & Parcel: Map 287 Parcel 31 Variance Requested: Title V, Section 15.231 This regulation requires that for a septic system designed for more than 2,000 gallons per day the soil absorption system must be dosed by pumping. Due to the seasonal variation in use of the club we are requesting relief from this regulation. Applicant's Agent: Stephen A. Wilson, P.E. Baxter,Nye & Holmgren, Inc 812 Main Street Osterville, Massachusetts 02655 Public Hearing: 2nd Floor-Conference Room Town Hall, 367 Main Street Hyannis, Massachusetts November 20, 2001 7:00 pm Note:.Plans and application describing the proposed activity are on file with the Board of Health. #2000-071 HPCIOBoHAbuttor.doc Land Surveys Subdivisions Septic Design Wetland Filings Site Design TOWN ARNSTABLE LOCATION ID SEWAGE # VILLAGE �u crsnt3Qor+ ASSESSOR'S MAP & LOT 21 • 037 INSTALLER'S NAME&PHONE NO.--PA-r I"AktI1 SEPTIC TANK CAPACITY -Z O 1500 oa<<A n 4� LEACHING FACILITY: (type) 1 r e n r (size) 'tf�i x Z)c 'q NO,OF BEDROOMS BUILDER OR.OWNER rr.r-.M1TDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by'DA —DL,1I e n 1 q CO tit >IL 6 lJt - r csi l"rl c� LO P N R U W r ICE v !— w-ST A F BAk.,%.70A' LE ," LOCATION SEWAGE # VILLAGE � y��//l/r.t 2 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. 1a f� l ar✓,� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) lly (size) 14-VZP Axe. NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER 9UM-UXOR OWNER ` a DATE PERMIT ISSUED: r? � DATE COMPLIANCE ISSUED: ® VARIANCE GRANTED: Yes No T Q ASSESSOR'S MAP NO._ && PARCEL ;l e � T I� R 5 EW A G E rE R M I I NO. YlLLAGE z I*HSTA LLER'S NAME A ADDRESS U U I L D E U OR OWN EN fi- DATE COMPLIANCE ISSUE11 � � ® - e �.__ � � � � � 4 � � t ,� '1 �►� 0 (� � � L,i ca � C,� �l _\ ` � �/ \r 1 ` � �• �a i ► � r� � i! a � , ' e BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 October 30, 2001 Board of Health Town Hall 367 Main Street Hyannis, Massachusetts 02601 Re: Variance Request Hyannisport Club Members of the Board, On behalf of our client, the Hyannisport Club, we are requesting that the Board grant the club variances from state regulations for the new septic system that is designed to handle the wastewater flows generated by the lower floor of the club. The lower floor consists of locker rooms and a small members lounge. The design flow for this level are calculated as follows: Lockers (mens & womens) 212 lockers x 20gpd/locker=4,240 gpd Lounge 50 seats x 1 Ogpd/seat = 500 gpd TOTAL=4750 gpd This flow rate (under Title V)requires that a pressure dosing system be constructed utilizing dual pumps. The range of water usage is very large and varies with the season. A graph is attached which depicts the water consumption at the club for the past three years. The pattern is what one would expect of a facility with outdoor sports facilities, very low flows in the winter, increasing to the summer and then declining in the fall. For all practical purposes the clubhouse is essentially closed from January through March with the only activity being administrative staff. The spring and fall see limited use of the clubhouse. Any golfing activity will be handled through the pro shop, which is a separate building. This variable flow rate means that during a large portion of the year the dosing pumps will get little usage and become a maintenance problem. Also there may be settling of solids in the pump chamber. We therefore are requesting a waiver from Section 15.231 of Title V that would require dosing the system. We also wish to point out that there has been no increase in membership of the club for the last 20 years and there are no plans to increase membership. The present project consists of renovation of an old structure that has had various additions over the years and does not comply with the present building codes. The majority of the work consists of upgrading mechanical, plumbing and electrical systems, rectification of structural Land Surveys • Subdivisions • Septic Design • Wetland Filings Site Design /r 0 deficiencies and bringing the building into code for handicapped accessibility. As was presented to the Zoning Board of Appeals there will be no increase in seating capacity of the building. We hope that the Board will review this request and approve it. Sincerely, to en A. Wilson, P.E. encl. cc: P. Brown, B, L, F & R Architects, HPClub #2000-84 HPCIOVarience.doc 1Y TOWN OF.BARNSTABLE Y,OGATIONQ� SEWAGE # 'TILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. �f9wY'C/vc 6 �OAIOMPI SEPTIC TANK CAPACITY 1 OO d:'4Ze LEACHINGFACILITYAtype) ( CCt`/s (size) A— NO. OF BEDROOMS PRIVATE WELL ORyPUBLIC WATF�R� a BUILDER OR OWNER * CZvb .XWe DATE PERMIT ISSUED: 9✓ 7 __ DATE COMPLIANCE ISSUED: VARIANCE GRANTED:' Yes No �� 0 r 5 i CA OF BARNSTAB ,E �+ T l LOCATION ` ,SEWAGE # VILLAGE%j.k�,j S SQo A SESSO. MAP & LOT QC.(,- b C'z INSTALLER'S NAME PHNE NO. SEPTIC TANK CAPACITYa- 6v LEACHING FACILITY:(type) C � oo (sue) CMG NO. OF BEDROOMS y%,1 QPRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER C. v DATE PERMIT ISSUED: �9 DATE :,OLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No FO W eQ I �< - OD I NIt �I l� (� f ti I � J A�Sst§§OR ,V �s P�NO- Pf��. CEL ............. THE COMMONWEALTH OF MASSACHUSETTS lell,l BOARD OF HEALTH TOWN OF BARNSTABLE for Di-nipaiial Norks Tomitrurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ........ ........ ...... ..... ..........K.0.......................................... ---------------------- ........ _74410 0 Lo,.tion-Address T,it Y -r- C4w,6 Xwc, xz P, .................................................................. ...................... ......... .......... ............ Address .................... . ..................7----------------------- Installer Address Type of Building Size Lot............................Sq. feet U oonis...........3------------------------- ----Expansion Attic ( ) Dwelling—No. of Bedr Garbage Grinder (AO 04 Other—Type of Building ----------------_--------- No. of persons_--------_--_--------_ Showers Cafeteria Otherfixtures ....... ------ ..... ........................................................... Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. 04 Septic Tank—Liquid capacity............gallons Length---------------- Width---------------- Diameter---------------- Depth................ Disposal Trench—No- ---------_-------- Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------- -----_----- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I-------------_-minutesperinch Depth of Test Pit--------_--------- Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ e -------------------*------------------------------------------------------------------------------I------------------------------------------ ......... 0 Description of Soil........................................................................................................................................................................ �4 U ......................................................................................................................................................................................................... ................................ -----------------------------------------------------------------------------------------------------------------------------------------........................... 7-,gA,,A- U Nature of Repairs or Alterations—Answer when applicable------;FA�AZ�_44------- ............. ................................ ............................1� ......... ------- ............................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Clomplianceihas been issuj�b)the board of health. Signed ---------- -------------**......*---------------------------------*......*-- ------------------*............... Application,Approved B34-�---- ------------------------------------------- Application Disapproved for the following reasons: ........................................................................................................................................ ---------------- ...................................................9: ------------ ................... ----------------------------------------------------------------------------------- .................'�`-------- Permit No- --------------------------------------------------------------------- Issued ---------�7�_—.J�17'1--------- r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH "teapf; TOWN OF BARNSTABLE . ApV iratinn for Di-tipagtti Workii Tomstrnrtiun Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: /n/I /9/4 L- Location-Address or Lot No. H+/r3 A/A/i s OO 2-r ......................... ....------------. Owner Address w LA_!121t.,:r�E. A -moor✓ovs�/ 17� �/, �5. ���s ' S� �ir����v�l� d ess Type of Building Installer----•---- -------•- -•------------------ .............................SlzerLOt----- ---------------------Sq. feet V Dwelling—No. of Bedrooms----------�..............__---___-------Expansion Attic ( ) Garbage Grinder QVC) a Other—Type of Building ---------------------------- No. of persons---------------------------- Showers.( ) — Cafeteria Other fixtures .------Aj e?v-T "' NCF ��li/i.r/ ----L ✓ ) d - ---------------------------- ---•--••------•••...-•••--... w Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic{Tank—Liquid capacity............gallons Length---------------- Width---------------- Diameter................ Depth................ x Disposal Trench—No- -------------------- Width-------------------- Total Length.------------------- Total leaching area....................sq. ft. Seepage Pit No.____---_.. _---.-- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ TesttPit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water_---_-_--..__-_--.-__--. Test Pit-No. 2................minutes per inch Depth of Test Pit----_-__----__--_-_ Depth to ground water........................ ------------------------------:............................................................................................................................. 0 Description of Soil----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w : U Nature of Repairs or Alterations—Answer when applicable-----=N4ZT t4 /S"o0 G i4C. 7_-9A/k `� • Gr --L s- -----•---...-••--•....---••-- - . .... -----------------•--- -----•.Agreement-. f. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees'not to place the system in operation until a Certificate of Compliance has been issued the board of health. Signed '`"-. 'i d'7� �` 3 /^- J --- ----------------------------------------------------- Application.Approved B -------------------7------------------------------------------- ........ .-------�___ -�' I?ace Application Disapproved for the following reasons: ------------------- ....... .................... .---...--� ----------------------------------------------------------------------------Race ..... --------------------- N --*-------------- Permit o. ------ ------------------------ -------------------- Issued ......... �`. --"---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (gPrtifirate of C�umlatiance THIS IS TO C ,RTIFY, That the Individual-.Sewage Disposal System constructed ( ) or Repaired ( ) by ------------------------------- ---------------` ✓ f �7-- -- ------ -----------------------------------------------....-.... Iw aue` f' f4tat, at .............. .L .� ..!` :" �1.---------------------------------------- -.------------------------------------------------_ has been installed in accordance with the provisions of I I LE of� Environmental Code as described in the application for Disposal Works Construction Permit No. "" dated _..._� -------- - ...�=------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. , -� DATE- - 7........_... 1................ - ... - Inspector - ... - ... . v THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No. ............. FEE...its .........'. •J Dispnon1 Workii Tuntrurtion Van it Permission is hereby granted------ __..__ � ...................................................... to Construct ( ) or Repair I( an I ividu Sew e Disposal�Sy�t �j at No.......... .+%. %'<!-� .. .. ' Street - as shown on the application for Disposal Works Construction/'Permit- �.�� ated_-_-:� ... ---- I......`. ` Board of Health DATE............. � ---�--= � FORM 36508 HOBBS&WARREN.INC..PUBLISHERS aLO-,CATION 4 SEWAG RMIT NO. VILLAGE I N S T A LLER'S NAME AOD11 I&An MEDE.lRoSj,5, 142 Corporation Street lipmoSE-R #w OWNER Hyannis, Mass. 7 5-OS20 5r 3"7 I �--, DATE PERMIT ISSN D DATE COMPLIANCE ISSUED����� 1I 3 � I No.. �....... . Flna... _ THE COMMONWEALTH OF MASSACHUSETTS BOAe RD F HE H -. ..........0 F....� Appliratiun for Rfgip oal Workg Tonstrurtinn rumit Application is hereby made for a Permit to Construct ( ) or Repair (1.�an Individual Sewage Disposal ,SY t•� ` �I v V , --...... ...._......._...... ......................... ... 1.... ... .. a on- d ss v ....... r Lot N . �- ' ........... -• .......................•�J(/ ....... Own _.. .._ ••... • ......••.............` ...._............................••••.. d ,.a ...... b-.. - ---- . ......................................... Installer Add s Type of Building Size of.............................Sq. feet ., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder e of Building a Other—Type g ............................ No. of persons..........------------------ Showers ( ) — Cafeteria ( ) Otherfixtures .-------•------------------------------------------•--...------•--......-----------....._..... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons: WSeptic Tank—Liquid'capacity........_...gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length..................... Total leaching area....................sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.......:............ Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date----------------------------------------..�'` Test Pit No. 1----------------minutes per inch ' Depth of Test Pit.................... Depth to ground water.._.=:_____._:__- __:::_ I f4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground Water........................ 0 Description of Soil....... _. __ x .........................•---• --------------•---------------.................... ..--------------.....--••--•-_-•--•- . U . --- .......................... - ............. V Nature of Repairs or Alterations—Answer ap licabl ' �--� .. ............ Agreement ( � t The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of,I i L S of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issuejbbhe board of health. am.- E �Signed = %-t! ---------•--•--------•----- ... ate ApplicationApproved By--•--•--------------------• ---.. _. ..... :---..... .-----•......-•-•••••..•.••. ..............------. � -- Date Application Disapproved for the following reasons:...................................................................................... ............ .........................................•--••--•--------._......----------•-----•---:..---•-----......--......•-•••----•----------•----------•----------------......----•---=---.._........----•••..... Date Permit No.............. e1� -------- Issued........................................................ Date J NL f THE COMMONWEALTH OF MASSACHUSETTS ... I ;BOARD F" HEALTH ,��r lirtt ioat f pax,R-6pos al Works Tonstrudivit jJantit Application is hereby made for a Permit to Construct ( ) or Repair (�an Individual Sewage Disposal System t: / j - ... ....__ �ocauou d ss -�.„�, • f nt ............................. ........--^ . ............ f . Vitt m Installer Addgess' a Type of Building Size Lot............................Sq, feet U Dwelling No. of Bedrooms............................................Ex anion Attic g= p ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ).— Cafeteria ( ) d Other fixtures . W Design Flow............................................gallons per person per day. Total daily flow............._..............................gallons. W Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter:_._._ ................ Depth................ Disposal Trench— No...............:..... Width.................... Total Length..................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below ........... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... l4 Test Pit No. 2................minutes per inch Depth oi'Test Pit.................... Depth to ground water........................ O ,..... � -----= ........................•---.-.... ...... Descriptionof Soil..... r r -•--•-------... •---------------------------------•---•--......---•-•------.................................. -----•---•-•-- -------------------- ............................................. ---•----•---. --- U Nature of Repair Alterations—Answer,w ap licable�.:��; ✓� ram._ `.... �G � Agreemen� t J C> l// /" (1/ The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITS 5 of,the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued §Ythe board of health. .'� .� Signed. '" . . )4..V....... '..r`s 1 Z,, x, ( J 4 ice_ d Dle) Application Approved BY :: .... ......;�.. Date 1; ApAcation Disapproved for the following reasons:.................................•-----------•---••----------•----------------------------...--a................ •.--•............................................•......................--------- Date Permit No...........`- �� - , �1�z3....._.. Issued....................................................... Date 4 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . �........OF. .. ..........................................�4� Trdif irat a of Tu tplinurr T IS IfS O� CERTIFY, at t individual Sewage Disposal System constructed ( ) or Repaired ] by :.�� :. :. `:'.P.-�' = ------- ---------------------- ---------------- '---•- -------- ........ -------.- t ' �+ Install :has been nst lled in accordance with }he provisions of TITL 5 of The State Sanitary Code as described in the application. or Disposal Works Construction Permit No._____`? .................. _...... dated......_.._�.v�f..� ............... THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY:--- -w..... K DATE.- �_Z�.. -2.-$ ,` ... Inspector "• _ .5------------- -_—. _,__....____.__—,.._--...— THE COMMONWEALTH OF. MASSACHUSETTS �� U ° BQAR F HEALTH . f .............�F....I.L+. .................................................. y....... ....... ......... No......................... FEE........................ fit' o 1 k15 TonStrudintil r M Permission is hereby granted..._ y ............................................................... . : • to Constru t t r t divd i a Disposal Systei Street j e-�r f :::: .1 as shown the application for Dispo al Works Construction Permit �k�;r '829 D ed.....,...D/-I)'I"2 5......... / Board of Health DATE............. ........ s PAUL F.WEBER ARCHITECT,LLC. 449 Thames Street Suite 202 12- .. ,_ .. a Newport,RI 02840 ' - >.,. ^. >< ' Tel:401.849.3390 .. - '' �. 7 r= Fax:401.849.3397 M. www.pfwarchitect.com - - • f �wx°;.a,? d.�'*.' � � .per- -`'L� "� s 'r'�Y b � £ � , Al t g ° x f,:,: p ,Y .., zrb-.,ys,,, x ,- w., >,x :ti. orb• >:z. - , > T"='-i i$? ram£`,. ` ��". ..-E s< ��-�� .:- Y_j :' z Aw ViW 3, a ,s. .._ _ ,. f- „, vFa .., - : M -: .: _ y _ . ., „ _ £ �, ,,,� Ix/ t,r , .. :. n _ _. y i_. �..,a... 4. 2, »,. .. n 05 .> �, �� � MY x , -, � �,N _ : � .,�� A ,� �«. ,, � :, c , .,., z « C-, _A T, I, S <P ® L. tT B -: g '-"' . s , £, F, _ _ > _ . . q. -, IN ' t � � :: -' 3_.. .. ....... ,_. a g: :. x y - _ ,,, n x �: s „ I1�vING 1�V1°�IJ e . , F , - _ f Y_ � � y, . _ M - :, £ ' ' H v.. , x s = ' # =,x ,. _ I-IIYAN�TLS�I?®RT CIA � F� = .. w > z. t i _ Job N:1601 4 _,a S k. x 26 ..# �.. .. y. , 4 t ..... - x.n hr Pa- Rev zion: } # - to 77 IN� <. ,€ �.. � , ., �-.: �..--,,,,s«�-� ,�.a,-� .,�„�..w ,.�'=�; � :.-,�,�•s'a,... < x..;,,x..:. j,.�^".r �' ',:. e-u,.'. � x... w x. Ph.— PERMIT SET , T oCOVER PAGE 1 , 4. 0 . Dale Iz d: 12,06.2018 T _ x - a - '_ � % - Scale AS NOTED , ... '- � # ....z: '. - - " �; �pKt-•�"°' �„ Q2018-PAUL WEBER ARCHITECT,LLG - e , , z .. - , - '.. _ r. .. - ,.. c S ✓ i .: - L • <. < r '..:' 70- 3e.r - .,�. 4" 59 s x -A General Notes Notes Drawing Index PAUL F.WEBERARCHITECT,LLC. 1. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE C. DIMENSIONS FOR INTERIOR WOOD STUD WALLS ARE 6 OF MASSACHUSETTS BUILDING CODE. TO FACE OF STUD.ALL EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE INDICATED. in 449 Thames Street 2. EXISTING HOUSE TO HAVE SELECTED DEMOLITION AS SHOWN ON DEMOLITION D. CRITICAL CLEAR DIMENSIONS REQUIRED ARE INDICATED 'E Suite 202 DRAWINGS.HOUSE IS THEN TO BE MOVED ON TO NEW FOUNDATION AS AND ARE TO FINISH FACE OF WALL. a Newport,RI 02840 SHOWN AND LOCATED ON CIVIL DRAWINGS. E. DIMENSIONS FOR FIXTURES ARE FROM FINISH FACE TO Tel:401.849.3390 CENTERLINE OF FIXTURE. N Fax:401.849.3397 3. ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO 0 ONE AREA OR CONDITION APPLY TO OTHER SIMILAR AREAS OR 11. FURNISH AND INSTALL WOOD BLOCKING WITHIN WALL ASSEMBLIES `r CONDITIONS UNLESS OTHERWISE NOTED. TO FACILITATE THE SUPPORT AND ATTACHMENT OF ALL FIXTURES AND EQUIPMENT ACCESSORIES,AND FIXED CS COVER SHEET x www.pfwarchitect.com 4. THE USE OF THE WORDS"PROVIDE"AND/OR"FURNISHED"IN FURNISHINGS(INCLUDING METAL SHELVING SYSTEMS).NOTE A000 _ GENERAL NOTES,SYMBOLS,MATERIALS,AND DRAWINGS LIST. X CONNECTION WITH ANY ITEMS SPECIFIED IS INTENDED TO MEAN, THAT TOPS OF METAL SHELVING RANGES FOR SINGLE FACE UNLESS OTHERWISE NOTED,THAT SUCH ITEMS SHALL BE SHELVING ARE TO BE WALL ANCHORED TO BLOCKING. FURNISHED,INSTALLED,AND CONNECTED WHERE SO REQUIRED. S 12. ALL PIPE,CONDUIT,WIRE,AND DUCT PENETRATIONS THROUGH ARCHITECTURAL 5. ALL DIMENSIONS OTHER THAN PURELY ARCHITECTURAL WALLS,FLOORS,SLABS,AND CEILING ASSEMBLIES ARE TO BE DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL FIRE STOPPED MAINTAINING FIRE RATINGS WHERE REQUIRED.ALL BE FIELD COORDINATED BY THE CONTRACTOR WITH THE CONTROL JOINTS,VERTICAL AND HORIZONTAL,AT FIRE RATED STRUCTURAL DRAWINGS AND THE WORK OF THE CIVIL, WALLS ARE TO BE FIRE STOPPED WITH FIRE SEALANT, LANDSCAPING,STRUCTURAL,PLUMBING,FIRE PROTECTION, MAINTAINING FIRE RATINGS WHERE REQUIRED. A101 SECOND FLOOR PLAN X ' MECHANICAL AND ELECTRICAL TRADES,AND ANY At 02 THIRD FLOOR PLAN X INCONSISTENCIES REPORTED TO THE ARCHITECT BEFORE 13. ALL PIPE,CONDUIT,WIRE,AND DUCT PENETRATIONS THROUGH A102F THIRD FLOOR FRAMING PLAN X PROCEEDING WITH THE WORK. WALLS,FLOORS,AND CEILINGS ARE TO BE ACOUSTICALLY SEALED TO PREVENT THE TRANSMISSION OF NOISE. At03 ROOF PLAN X 6. FIELD MEASURE TO COORDINATE FIT AND FACILITATE SHOP A200 BUILDING ELEVATIONS X DRAWING PREPARATION FOR ALL SYSTEMS AND COMPONENTS OF 14. PROVIDE CONTROL JOINTS IN CONCRETE SLABS.PROVIDE CONTROL A300 BUILDING SECTIONS X THE PROJECT. JOINTS WHERE INDICATED OR AT A MAXIMUM SPACING OF 20'-0" A301 BUILDING SECTIONS X IN BOTH DIRECTIONS TO ESTABLISH MAXIMUM 20'-O"x 20'-0" A310 WALL SECTIONS X 7. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL LUMBER SIZES AND PANELS. PROVIDE PRE-COMPRESSED FILLER STRIPS AT 1/2" SPACING,STRUCTURAL STEEL SIZES,ALL CONCRETE CONTROL JOINTS AROUND ALL STRUCTURAL MEMBERS THAT A311 WALL SECTIONS X REINFORCEMENT,UNIT MASONRY REINFORCEMENT,STEEL PENETRATE THE SLABS. A400 EXTERIOR DETAILS X LINTEL SIZES,RELIEVING ANGLE SIZES,CONCRETE FILLED LINTEL A600 SECOND FLOOR REFLECTED CEILING PLAN X BLOCKS AND OTHER REQUIREMENTS FOR LOAD CARRYING 15. ALL ROOF BLOCKING IS TO BE PRESSURE PRESERVATIVE TREATED. A800 WINDOW AND DOOR SCHEDULE X MEMBERS.STRUCTURAL DRAWINGS SHALL GOVERN FOR LOAD ALL SILL LUMBER AND LUMBER IN CONTACT WITH CONCRETE IS CARRYING MEMBERS. TO BE PRESERVATIVE TREATED. ELP101 SECOND FLOOR ELECTRICAL AND POWER PLAN X ELP102 THIRD FLOOR ELECTRICAL AND POWER PLAN X 8. REFER ALSO TO CIVIL,LANDSCAPING STRUCTURAL,PLUMBING,FIRE 16. REFERENCE TO CUSTOM MOLDINGS IS FOR DIMENSIONS AND/OR PROFILE PROTECTION,MECHANICAL AND ELECTRICAL DRAWINGS,AND ONLY;SUBSTITUTION OF MOLDING OF EQUAL SIZE,MATERIAL AND ll APPROVED SHOP DRAWINGS FOR LOCATION AND DIMENSIONS OF QUALITY MAY BE MADE WITH APPROVAL OF THE ARCHITECT. STRUCTURAL 1� W CHASES,INSERTS,OPENINGS AND PENETRATIONS,SLEEVES, �"� DEPRESSIONS,EMBEDMENTS,AND ATTACHMENT REQUIREMENTS 17. CONTRACTOR TO VERIFY COMPATIBILITY OF ALL MATERIALS TO PREVENT ADVERSE F-t FOR ALL SYSTEMS.THE CONTRACTOR IS TO COORDINATE ALL INTERACTION AND MATERIAL FAILURE THAT COULD OTHERWISE RESULT. S100 FOUNDATION/FIRST FLOOR FRAMING PLAN X EMBEDMENTS AND PENETRATIONS AND ALL ATTACHMENT S101 SECOND FLOOR FRAMING PLAN X REQUIREMENTS FOR STRUCTURE,SYSTEMS,FINISHES,FIXTURES 18. EXTERIOR WOOD TRIM AND WOOD SIDING IS TO BE BACK PRIME-PAINTED S102 ROOF FRAMING PLAN X �/ W AND EQUIPMENT. PRIOR TO INSTALLATION. 9. DO NOT SCALE FROM DRAWINGS. USE INDICATED OR CALCULATED 19. INSULATION SCHEDULE: O a DIMENSIONS AND ELEVATIONS IN THE FIELD.NOTIFY ARCHITECT ROOF:TO MATCH EXISTING,AMOUNT REQUIRED BY CODE. IMMEDIATELY AND BEFORE PROCEEDING WITH RELEVANT FOUNDATION WALLS:2"RIGID TUFFBDRY SYSTEM OR SIMILAR APPROVED BY ARCHITECT. r� ASPECT OF THE WORK OF ANY LAYOUT CONDITIONS THAT ARE NOT WALLS:ICENINE OPEN CELL INSULATION,AMOUNT REQUIRED BY CODE. CONSISTENT WITH THE PLANS OR THAT WILL IMPAIR LAYOUT. 10. DIMENSIONING FORMAT FOR THE ARCHITECTURAL DRAWINGS IS OUTLINED AS FOLLOWS: A. DIMENSIONS FOR CONCRETE ARE FACE OF CONCRETE UNLESS OTHERWISE NOTED B. DIMENSIONS FOR MASONRY ARE TO ACTUAL FACE UNLESS F-�I CENTERLINE IS INDICATED Materials Earth/ Plywood Porous ® Finish Wood Lobe:1601 Compact Fill Fill/Gravel Re„,;— ® Common/Face Batt/Blown Cast-in-Place/ Blocking Brick Insulation 0 Precast Conc (Non-Continuous) ® Metals ® Acoustical Small Scale Spray/Foam Tile Concrete Block Insulation Rough Wood 0 Gypsum Large Scale Rigid/Board (Continuous) Wallboard Concrete Block Insulation Phase: PERMITSET Description: GENERAL NOTES,SYMBOLS,MATERIALS,AND C �y\ DRAWINGS LIST. Handica Access Ta V mbols List S.I.ss.ed: ASNOTEDIB P 9 y Construction Tag x x x x x Door Tag xxxx Interior Elevation Tag x Axxx x Section Tag x 2018-PAUL WEBER ARCHITECT,LLC x Axxx Enlarged Detail Tag Ax. FIRST FLOOR PLAN Title Tag 1 SCALE:1/4"-V-0" Window Tag O Floor Elevation T.O.x FLR Room Tag Lz Revision Tag A, Materials Note Tag 0' Ll AOOO DDDD I L l PAUL F.WEBER AzOo 3 SCOPE OF WORK ARCHITECT,LLC. 2 3 A300 A301 A312 A301 r ■ 3 Az000wl __ 449 Thames Street Suite02 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 MEMEMIM 10 it 12 13 14I 15 1 17 Iwww.pfwarchitect.com 2 L -1 8 — — — e-r,• T-aj'V.I.F. WALKIN WALKIN WALKIN 7 - _ - FREEZER FREEZER FREEZER 5 q STORAGE 4 ROOM 102 3 � - 1 2 .o A300 1 UP = A301 o WOMENS N DISH WASH MENS REST�ROOM 0 U/m/o/il STRO I RES�M I4 8 SERVICE BAR -E obk 1601 .� Revision: BAR DRY - - - - - - - STORAGE STORAGE Phase: PERMITSET 0 RES ROOM SECOND FLOOR PLAN Datelss°ed: 12.06.2018 Scale: AS NOTED _ 02018-PAULWEBER ARCHITECT.LLC 1 SECOND FLOOR PLAN Al 01 SCALE:1/2"-V-0" 2 2 3 3 SCOPE OF WORK azoo A301 A311 A301 A300 ' PAUL F.WEBER ARCHITECT,LLC. womm MIMI ----------.- AA AA AA AA AA AA AA AA 449 Thames Street '��%f;'i,/ 7; % :%%ice';% :%,%i�% /�i%!s%'/� {'/ii %%% %:%�%%„'?•��% Suite 202 I 10 11 1 13 14 15 16 17 -y I Newport,RI 02840 �� Risers Tel:401.849.3390 307 17 Ris @ 6.82" � Fax:401.849.3397 A300 / NOTE: 16 Treads@11" AA www.pfwarchitect.com / I J I AREA WITH EXISTING HVAC UNIT 9 TO BE RELOCATED /. i 8 - - - FOYER AA NOTE: OFFICE j 307 7 - - - FIELD VERIFY LOCATION OF THIS 306 6 EMPLOYEE I WALL TO BE ALIGNED WITH WALL — — — BELOW,SEE STRUCT.DRAWINGS 5 MEETING ROOM I �3 - - - : - AA STORAGE 2 I 305 A200 J / 305 300 W HALL I a NOTE: 304 � z AREA WITH EXISTING UTILITIES, HVAC UNIT AND DUCTWORKTO BE = " STORAGE ` STORAGE RELOCATEDANDOR ! r gg ( _ •i gg CLOSET ' '- I 303 CONSOLIDATED TO MAXIMIZE ;I N SPACE OFFICE OFFICE 302 - 301 Job k:1601 I I' Bg i) Revision: SERVER/DATA TELEPHONE - - - - - - 0 - - - - - Phaze: PERMIT SET 302 301 DescdPllom — THIR D FLOOR PLAN j — %S 6 Date Issued: 12.06.2018 Scale: AS NOTED zi J NOTE: INFILL EXISTING OPENING AS "' DIN 0 2018-PAUL WEBER ARCHITEC,LLC NEEDED WITH SIMILAR MATERIALS. 1 THIRD FLOOR PLAN Al 02 SCALE:1/2"-1'4' 19-43" 241-23"V.I.F. 4 PAUL F.WEBER 2 3 2 1-54' 3 SCOPE OF WORK ARCHITECT,LLC. A,311 A301 r T-5i" a T-5 6'-0-,7" T-541" 4'-13 4 .. ......................................02.... 4' 4 —-4 4 449 Thames Street Sol Suite 202 —1 Newport RI 02840 AA AA AA A AA Tel;40�849,3390 I I C - Fax:4011.849.3397 v0%v IBM 110 �111 �112 113 14 15 16 117 17 Risers I @ 6.82 1. www.pfwarchitect.com `11�2 2--6-4" • 1161T,rells,@ 11"1 NOTE: AREA WITH EXISTING HVAC UNIT TO BE RELOCATED FOYER 6'-6" EMPL A\ MEETING 0 NOTE: OFFICE b 307 7 — — — — el— 300 FIELD VERIFY LOCATION OF HIS 6 WALL TO BE ALIGNED WITH ALL 7-71'" BELOW,SEE STRUCT.DRAW114GS 5 4 VPL TING 5 3=0 6 3 — — — — 6o Y-10" STORAGE 305 rT 23'32 r: > CNN j 4'V11, HALL > NOTE: AREA WITH EXISTING UTILITIES, 1 F-54" 4'-11 7. HVAC UNIT AND DUCTWORK TO BE STORAGE STORAGE RELOCATED AND OR CLOSET CONSOLIDATED TO MAXIMIZE SPACE OFFICE OFFICE 302 301 Job 1601 Revision: 6'-1 7. L — — — — — — — Ph.— PER SERVER/DATA D—ripli— TELEPHONE 11-4 2 THIRD FLOOR FRAMING PLAN 5'-0-2"' Z-1.1—.d12062018 kM.: AS NOTED LAV. Li NOTE: �F7 11KIc 11 1 cvIc7IKIr-nOCKIlkir-A C nki THIRD FLOOR FRAMING PLAN A102F SCALE:1/2"-1'-0" 3 2 3 �- - SCOPE OF WORK PAULF.WEBER ARCHITECT,LLC, Az6o A301 A312 Azoo A30I A300 449 Thames Street Suite 202 Newport.RI 02840 Tel:401.849.3390 — Fax:401.849.3397 I Iz www.pfwarchitect.com .4300 LOPED RICKET,CONTRACTO O VERIFY SIZE LOCATION,SL PE.,. �ND RAIN WATER COLLECTIO I I I NEW GUTTER TO MATCH EXISTING TYP.I ' I I A300 _ _ - _ - - IYPICAL NEM A S HA TSHINGLES R F A2U W TOMATli EX STING ROOF SPECSIYP t A301 _ I—LI o > ° I z SLOPED EPDM.ROOF..TURN UP.24' ON EACH SIDE,CONTRACTOR TO VERIFY SIZE I � LOCATION AND-SLOPE. I � BB gg I Job tt:1601 IRevision: \ BB CONTRACTOR TO COORDINATE WITH STRUCTURAI DRAWINGS Phase: PERMITSET I IkzcdPcion: ROOF PLAN Date Issued: 12.063019 ow Scale: AS NOTED 2018-PAUL-ERER ARCHITER,LLC ROOF PLAN SCALE:1/2"-1'-0" - A1 03 PAUL F.WEBER ARCHITECT,LLC. e O 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 —r—scoP=oF-M Fax:401.849.3397 - - - - - - -- - - - , e r - - www.pfwarch itect.com I I I I r L-'sIM,ON _-- - - - J —� 3 NORTH ELEVATION SCALE:1/8"-V-0" MM r- - - - - - - - - - - - a W I .o �1 SOUTH ELEVATION SCALE:1/8"-V-0" Job A:1601 — scoPEof woRa r - Revision: — — — — — — — — — — — I I ® ®® I I --------------- --- Phe PERMITSET ®® 1 � ■ Descr peon. BUILDING ELEVATIONS Date Issued: 12.06.3018 + — — — — — — — — — — — — — — — — — _ J Scale: AS NOTED 0 2018-PAUL WEBER ARCHITECT,LLC 1 EAST ELEVATION A200 PAUL F.WEBER ARCHITECT,LLC. O 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 r----------------------- ■ I I www.pfwarchitectcom I I T.O.RIDGE TO MATCH EXISTING I I I I I I I I I I I T.0.3RDSUB FLOOR ELEV.109'-B" I I I I i waEZ w •� FREEZEN j I I 1 t l W I I I I I I I {. I 1� I .t♦ I r 1 w I 2 BUILDING SECTION O O SCALE:1/4"-1'-0" N T.O.RIDGE T.O.RIDGE TO MATCH EXISTING TO MATCH E%ISTINGG ZI Job.:1601 Revls— -� SfowwE T.0.3RD SUB FLOOR ___ T.O.3RO SUB FLOOR ELEV.7�09'-e" ELEV.IW-a' — Phase: PERMfi SET I Description: ❑ BUILDING SECTIONS I FREE. Date Issued: 12.06.2018 Scale: AS NOTED I � I � T.O.2NDSUB FOR / T.O.2ND SUB FLOOR ELE 100'-0�V. LO ELEV.100' Q 2018-PAUL WEBER ARCHITECT,LLC 5' A300 K��UILDING SECTION �,BUILDING SECTION SCALE:1/4"-I PAUL F.WEBER ARCHITECT,LLC. O 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 0 r---------------------� I r_ 3� www.pfwarchitect.com I I I I I 1 I I I I I I I I I I I I I I I I I T.O.3RD SUB FLOOR h ELEV.109'-8. I I I I I I I SP I I I I I I I I I I I I T.0.2NDSUB FLOOR I .s I ELEV I � W I s I I I I I I I I I FLI O Z BUILDING SECTION F�'� QI SCALE:1/4"-1'-0" F•L•) � ����j-1 N r�l �----------------------- ✓�"+� I r- 3,D _ I I I I T.O. T.O RIDGE I _ _ . TO MATCH EXISTING TO MATCH EXISTIRIDGE NG I I I I I I J..1601 I I Revision: _ I � I I I I I I " 167i 2 T.O.3RO SUB FLOOR ______ T.O.3RD SUB FLOOR e ELEV.109,-8, Phase: PERMITSET 17/� tl � i Description: i I � BUILDING SECTIONS ;P vneexee Detelssued: 12,06.2018 I. .. I Scale: AS NOTED I I I I T.O.2ND SUB FLOOR --1 I------ T.O.2NDSUB FLOO ELEV.100E-0 I ELEV. ---------------- ' 1' 02018-PAUL WEBER ARCHITECT,LLC L----------------------- I I _ I A301 - 3 BUILDING SECTION 1 BUILDING SECTION PAUL F.WEBER ARCHITECT,LLC. 0 TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SI IINGLES TO MATCH EXISTING SPECS 449 Thames Street ICE AND WATER SHIELD Y"T&G OSB,SEE STRUCT DRAWINGS Suite 202 2X FRAMING(SEE STTRUCT.DWGS.) Newport,RI 02840 ICYNENE PROSEAL CLOSED-CELL INSULATION TO MEET CODE Tel:401.849.3397 SKIM 3/4"SITLAPPING Y"GYPSUM BLUEBOARD COATED SMOOTH Fax:40 .849.339 0 TYPICAL ROOF CONSTRUC7HON ASPHALT ROOF SHINGLVS'TO MA'1'CIT EXISTING SPECS '- www.ptwarchitect.com ICE AND WATER SHIELD Y"T&G OSB,SEE STRUCT DRAWINGS 2X FRAMING(SI:F STRUCT.DWGS.) w?° ICYNENE PROS17AL CLOSED-CELL INSULA'IONTO MEET CODE / ` —————— - 3/4"STRAPPING j �J y"GYPSUM BLUrBOARD SKIM COATED SMOOTH I T.O.WOOD TRIM ELEV.116'-6 5/8" I WINDOW KO. __I I WINDS'-OW R.O, ELEV.I15'-91/fl" / ELEV.II9118" TYPICAL WINDOW CONDITION TYPICAL WINDOW CONDITION ALL WBNDO WS T'O HAVE COPPER ALL WINDOWS PO HA\'E COPPER PANS AT WINDO W SILLS,COPPER PANS AT WINDOW SILLS.COPPER DRIPS AT HEADS AND SPLINES AT DRIPS A'I'HEADS ANU SPLfNES A'T VERTICAL CASINGS VERTICAL CASINGS W T.O.3RD SUB FLOOR _ T.O.3RD SUD FLOOR ELEV.109'-8" ELEV.109'-8" W TYPICAL SHINGLE WALL O O M1 J SHINGLES TO MATCH EXISTING SPECS TYPAR f10USEWRAP,USE EXTRA STRIP OF 30 LB FELT OVER TYPAR AT ALL INSIDE AND OUTSIDE WALL CORNERS FULL HEIGHTOFWALL v VI TYPICAL SHINGLE WALL WALL SHEATH ING,SEE STRUCTURAL DRAWINGS SHINGLES TO MA"ITCH EXISTING SPECS FOR SHEAR WALL LOCATIONS AND REQUIRF-MENTS TYPAR HOUSEWRAP,USE EXTRA STRIP OF 30 LB FELT - 2X WALL FRAMING OVER TYPAR AT ALL INSIDE AND OUTSIDE WALL PROSEAL ICYNENE CLOSED CELL INSULATION TO CORNERS FULL BIGHT OF WALL MEET CODE WALL SHEATHING,SEE STRUCTURAL DRAWINGS X"GYPSUM BLUEBOARD SKIM COATED SMOOTH FOR SI IEAR WALL LOCATIONS AND REQUIREMENTS 2X WALL FRAMING H� PROSEAL ICYNENE CLOSED CELL INSULATION TO MEETCODE N Y"GYPSUM BLUEBOARD SKIM COATED SMOOTH x I. 7" Job.:1601 Revision. T.O.2ND SUB FLOOR °III T.O.2ND SUB FLOOR ELEV.IIN)'-Il" .°. °, ELL'V.IW' — Ph.— PERMITSET Description. WALL SECTIONS Drtebsoed: 12.06.2018 Scale: AS NOTED ' 0 2018-PAUL WEBER ARCHITECT,LLC �d A31 0 1�1 WALL SECTION t WALL SECTION PAUL F.WEBER ARCHITECT,LLC. 0 449 Thames Street Suite 202 Newport,RI TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHN IN GLES'10 MATCH EXISTING SPECS ________________________ Tel:401.B49.339D 339 0 ICE AND WATER SHIELD TYPICAL ROOF CONSTRUCTION Fax:401.849.3397 Y"T&GOSB,SEE STRUCFDRAWINGS ASPHALT ROOF SHINGLESTO MATCII EXISTING SPECS 2X FRAMING(SEE STRUCT.DINGS.) ICE AND WATER SIBELD 0 ICYNENE PROSEALCLOSFPCEI-LfNSULA'DONTO MEEFCODE "T&G OSB,SEE S'IRUC"I'DRAWINGS 3/a"STRAPPING 2X FRAMING(SEE S'IRUCT.DWGS.) www.ptwarchitect.com Y•-"GYPSUM BLUEBOARD SKIM COATED SMOO'III ICYNEMEPROSEALCLOSED.CE LINSUI.A"HON'I'O MEET CODE 3/4"STRAPPING A."GYPSUM BLUE130ARD SKIM COATED SMOOTH I I DOOR R.O.rik WINDOW R.O./L ELEV.I IS'-9 I/8" TYPICAL DOOR CONDITION ALL DOORS TO HAVE COPPER PANS Al DIRESHOLDS.COPPER DRIPS AT HEADS AND SPLINES AT VERTICAL CASINGS TYPICAL WINDOW CONDFHON ALL WINDOWS'FO IVU COP L'Pk PANS A'r WINDOWS IL\LLS,COPPER DRIPS ATHHADSANDSPLINF AT �e VERTICAL CASINGS - NMIT.O.3RD SUB FLOOR T.O.3RD SUB FLOOR LL ELEV.109'-8" — — ELEV.109'-8" v' _ O � O TYPICAL SHINGLE WALL SHINGLES TO MA I'CH EXISTING SPECS TYPAR IIOUSEWRAP.USE EXTRA STRIP OF 30 LB FELT OVER TYPAR AT ALL INSIDE AND OUTSIDE WALL CORNERS FULL HEIGHTOFWALL WALLSHEATHING,SEE STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS AND REQUIREMENTS 2X WALL FRAMING PROSEAL ICYNTENE CLOSED CELL INSULATION TO MEET CODE (� Y..^GYPSUM BLUEBOARD SKIM COATED SMOOTH Job.1601 Revision. T.O.2ND SUB FLOOR n II• T FL.O.IND SUB OOR __ II•, ELEV.100'-0" -- ------ ------- ELEV.IW 0 d• Phase. PERMRSET Description. '.a •,q WALL SECTIONS Date 1—.& 12.06.2018 Sole: AS NOTED •a 0 2018-PAUL WEBER ARCHITECT,LLC WALL SECTION WALL SECTION A31 1 SCALE:3/4"-1'-0" 1 SCALE:3/4"-V-0" PAUL F.WEBER ARCHITECT,LLC. a O 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 O www.pfwarchitect.com TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS ICE AND WATER SHIELD %"T&G OSB,SEE STRUCT DRAWINGS 2X FRAMING(SEE STRUCT D WGS.) M ICYNENEPROSEAL CLOSED CELL INSULATION TO MEET CODE 314"STRAPPING _ J4 GYPSUM BLUEBOARD SKIM COATED SMOOTH rTl 160Z.COPPER FLASHING UP AND V W OVER THE GUTTER. FIBERGLASS GUTTER IL FIBERGUTTELASS OR GUTTER SIMILAR TIED TO 2.5"ROUND COPPER DOWNSPOUT ON EACH SIDE. �•G� I"CEDAR TRIM.PTD. O r�ys7 rO/� 3/4"CVG BEADED BOARD. • I"CEDAR TRIM.PTD. TYPICAL WINDOW CONDITION ALL WINDOWS TO HAVE COPPER PANS AT WINDOW SILLS,COPPER GRIPS AT HEADS AND SPLINES AT VERTICAL CASINGS N �1 EAVE DETAIL TYPICAL TYPICAL ROOF CONSTRUCTION Job a:1601 ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS Revision: ICE AND WATER SHIELD j T&G OSB,SEE STRUCT DRAWINGS 2x FRAMING(SEE STRUCT.DWGS.) Y. icy ENE PROSEAL CLOSED-CELL / INSULATION TO MEET CODE 3/4-STRAPPING j W GYPSUM BLUEBOARD SKIM COATED SMOOTH 1 160Z.COPPER FLASHING UP AND OVERT COPPER -� Phase: PERMIT SET Description. FIBERGLASS GUTTER BY EXTERIOR DETAILS FIBERGUTrER OR SIMILAR TIED To 2.5"ROUND COPPER J,m 4" DOWNSPOUT ON EACH SIDE. I Date Issued: 12.06.2018 I"CEDAR TRIM,PTD. L TT � Scale: AS NOTED 3/4"CVG BEADED BOARD. ®2018•PAUL WEBER ARCHITECT,LLC I"CEDAR TRIM,PTD. 4�8-- TYPICAL DOOR CONDITION ALL DOORS T HHAVE COPPER PANS ATTHRESHOLDS, COPPER DRIPS T HEADS AND A400 SPLINES AT VERTICAL CASINGS (I VEDETAIL AT EMPLOYEE LOUNGE AT MAIN DOOR AzoD PAUL F.WEBER SCOPE OF WORK ARCHITECT,LLC. Noun ' 449 Thames Street -. Suite 202 Newport,ort RI 02640 NO Tel:401.849.3390 Fax:401.849.3397 VON " www.pfwarchitect.com 1 'F/1 >'> I -k-1 OEM .. ....._.. .._....._.._........... .._........ ..__... ,. ._...... ,..... ...._... ,..._..... , f� -Il �- _ _ _ � /� ^ � f� III I� 9— —1PI� �— � � [L-A �� a N I i Job 0:1601 Revmon. Pb—: PERMIT SET Description: — SECOND FLOOR REFLECTED CEILING PLAN _ Date Issued: 12,06.2018 Scale: AS NOTED _■ —. ®2018-PAUL WEBER ARCHITECT,LLC 1 SECOND FLOOR REFLECTED CEILING PLAN A600 SCALE:112"—T-0" DOOR NOTES: WINDOW NOTES: PAUL F.WEBER 1. DOOR MANUFACTURER TO PROVIDE SCALED SHOP DRAWINGS TO ARCHITECT 1. WINDOW MANUFACTURER AND CONTRACTOR TO PROVIDE SCALED SHOP FOR APPROVAL PRIOR TO ORDERING. DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. ARCHITECT,LLC. 2. ALL DOOR SHOULD BE MANUFACTURED BY ANDERSEN A SERIES. 2. ALL WINDOWS SHALL BE MANUFACTURED BY ANDERSEN A SERIES. VELUX EDL 3. CONTRACTOR TO COORDINATE W/DOOR MANUFACTURER AND/ORSUPPLIER 3. WINDOWS SHALL BE WHITE CLAD EXTERIOR,PRIMED WHITE INTERIOR,UNLESS 0 ALL LOCAL CODES RELATING TO DESIGN LOADS FOR WINDLOADING. OTHERWISE NOTED. STEP FLASHING 4. CONTRACTOR TO COORDINATE W/DOOR MANUFACTURER AND/OR SUPPLIER 4, ALLWINDOWS SHOULD HAVE LOW E INSULATED GLAZING WITH(7/8"SDL). ALL DOORS REQUIRED TO HAVE TEMPERED GLASS. S. CONTRACTOR TO COORDINATE W/WINDOW MANUFACTURER AND/OR 449 Thames Street S. CONTRACTOR TO COORDINATEW/DOOR MANUFACTURER AND/OR SUPPLIER SUPPLIER ALL WINDOW REQUIRED TO HAVE TEMPERED GLASS. Suite 202 ROOF SHEATHING ALL DOORS REQUIRED TO HAVE FIRE RATING, 6. ALL HARDWARE FINISH T.B.D.REVIEW WITH ARCHITECT AND/OR OWNER Newport,R102840 6. ALL HARDWARE FINISH T.B.D. REVIEW W/ARCHITECT AND/OR OWNER. 7, WHITE JAMB LINER,UNLESS OTHERWISE NOTED. Tel:401.849.3390 VENTILATION CHAMBER 7. PROVIDE COPPER PANS AT ALL EXTERIOR DOORS,SEE NOTE ON DRAWINGS. 8, CONTRACTOR TOVERIFYINFIELDTHE NEED FORJAMBEXTENSIONS. Fax:401.849.3397 9. ALL EXTERIOR CASING AND APRON SHOULD MATCH THE EXISTING WINDOWS SPECS. 0 10. WHERE APRON IS SHOWN,PROVIDE EXTENDED EXTERIORSILLTO DRIPOUTSIDE TIGHT JOINT OF 5/4 APRON. BETWEEN 11. PROVIDE COPPER PANS AT ALL WINDOWS,SEE NOTE ON THE DRAWINGS. www.pfwarchitect.DOm FINISH GROOVE AND �.._.. __. 12. CONTRACTOR TO COORDINAREW/DOOR MANUFACTURER AND/OR SUPPLIER ROOF INSULATION FINISH MATERIAL ALL LOCAL CODES RELATING TO DESIGN LOADS FOR WINDLOADING. VAPOR BARRIER 2 VELUX SKYLIGHT SECTION SCALE:1/2"-V-0" 3'-3"R.O. VELUX EDL SADDLE FLASHING ROOF SHEATHING 2'-4"R.O. � w � VELUX ES H LILIL U SILL FLASHING ASPHALT ROOF SHNGLES ° HEADERS BLOCKING TIGHTJOINT AS REQUIRED B CODE O O BETWEEN 0 ^y FINISH GROOVE AND T^ FINISH MATERIAL O rn �— FINISH MATEIAL VAPOR BARRIER �"I `Oroloo N 1 VELUX SKYLIGHT SECTION SCALE:1/2"-V-0" I Job.:1601 Revision: NOTE: WINDOWS AND DOOR CASING AND 7tWINDOWS APRON TO MATCH EXISTING Z SPECS. A$00 T.O.3RD SUB FLOOR j,, Phase: PERMIT SET SIN ELEV.109'-8" D....ption: WINDOW AND DOOR SCHEDULE / ANDERSEN A SERIES DOUBLE HUNG Date Issued: 12,06,2018 \ OPERATING -T AS NOTED QUANTITY-8 REGULAR GLASS Scale: QUANTITY-4 TEMPERED GLASS 42" 2018-PAUL WEBER ARCHITECT,LLC 307 VELUX VS MANUAL NOTE: SKYLIGHT C08(21"X 54 7/16") PLEASE COORDINATE ALL DETAILS AND ANDERSEN A SERIES PATIO DOOR A800 QUANTITY 3 INSTALLATION REQUIREMENTS WITH QUANTITY-I SKYLIGHT MANUFACTURER AND TEMPERED GLASS ADH2438 BB STRUCTURAL DRAWINGS REQUIRED 33611AR to N n n «««« m OD ? W N N r O ` "`Pom Wa ann n N r N30-4a ZE O O� o o n 1�1Y o ao oxzzo N r) > a D Z r l O o C) v z rri Gr O 1pvqp a® Ise I d m b > b a -aOo � �Z 3 o D m O m � ^2 m-- >) a a Z O ,C.� O z z n> mr � M _ ° A I x rTi N� o �z z n Y>: i n momo� ooa tv F m O p -j Y m 0 O C O I I.z (�O m C CN1'1 x �1 z O ❑' III,, ��ft�;I/ o V� ■ m y I ® *m�a0� I 3 N 11rn v Ico ko O N N N N 1 1 16 Treads @ 11 1 a � z m c o a !, 0NN N I I I Or m # O m m m m r) O p O I ` I 17 Riser s@6.82" ' \ z o _ m No a C) — — z CA - - a N nim > I < m 17 m w a < 4 r A M o c m i a 7� 00 r r � V m m 0 - - _ O O I r 'a by (�y0 o 0 I � rn m q r m a° m HYANNISPORT CLUB x A a E 2 IRVING AVENUE o A A-63 m o _ ��ooN HYANNIS PORT, MA 3 o A NOMINEE! � a� EMISSION! EMISSION! � EMISSION! EMISSION! EMISSION! EMISSION! � SOMEONE EMISSION! EMISSION! (AA) M AA (AA) (&A> (W WA (&A_ PAULF.WEBER =L ARCHITECT,LLC. g g7 =nag= 10 111 112 13 1114 115 16 A7 17 Risers @ 6.8,T- 449 Thames Street Suite 202 IDN T1 Newport,RI 02840 16 Treads NI"I" (AA Tel:401849 3390 Fax:401.849 3397 FOYER I Ll www.pfwarchitect.com 17 L-------------------------—----- OFFICE 6 7T' .0 F4 I-_ _ �1 4�11 5�" 16�17 O j,R,sers,@' 61 .0 Ll MI EMPLEETINGOYEE ROOM j I �AA STORAGE c3K) CIK) 5 r STORAGE HALL :- _ — -% — — — .... O P••� 303 304 ir STORAGE CLOSET ILL— OFFICE OFFICE 302 301 Job 1:1601 v V, Revision. .. SERVER/DATA TELEPHONE SIEMENS! SOMEONE VESSEL mi Tv CA A,&j LAV. voing onninini vesiviviii uninnini anninvii vinginnii EnnionniK EMISSION! EMISSION MONSOON! MONSOON! EMISSION! SOMEONE! EMISSION! EMISSION! SIEMENS! SOMEONE EMISSION! EMISSION! SIEMENS! Ph.— PERMIT SET Description: THIRD FLOOR ELECTRICAL AND ELECTRICAL&POWER LEGEND POWER PLAN Dace Issued: 72.06.2018 SINGLE POLE SWITCH UNDER CABINET LIGHT OR CLOSET LIGHT WATERPROOF OUTLET Z## SYSTEM ZONE/HR CABLE TV OUTLET 5c.I.: AS NOTED $d SINGLE POLE WITH DIMMER l9 SURFACE MOUNTED FLOURESCENT GROUND FAULT INTERRUPTED OUTLET TELEPHONE/DATA OUTLET 55 SYSTEM SWITCH $3 3 WAY SWITCH *I, ADJUSTABLE RECESSED LIGHT jt 220 VOLT OUTLET 5U�TV/CABLE/DATA/TELE COMBO OUTLET GPI $a 4 WAY SWITCH —COVE LIGHTING SYSTEM DIMMER $, JAMB SWITCH I BATH FAN (D DUPLEX FLOOR OUTLET W/COVER REMOTE DIMMER (Z)2018-PAUL WEBER 0 RECESSED DOWNLIGHT SO LAMP AND FAN @ SMOKE DETECTOR sp KP/SW# PENDANT (D THERMOSTAT WALL MOUNTED LIGHT-66"AFF U.O.N. DUPLEX OUTLET @ DOOR BELL AND CHIME SHARED CLOSET ZONE(JAMB SWITCH) 19 CEILING MOUNTED LIGHT QUAD OUTLET @ SPEAKER 0 WALL WASHER DUPLEX OUTLET,W/SWITCHED BOT RECEPTACLE @ KEYPAD /Pl\PADDLE FAN ZONE ELP10 2 THIRD FLOOR ELECTRICAL AND POWER PLAN SCALE:1/2"-1 r-0" __j NOTE:CONTRACTOR TO FIELD VERIFY EXISTING BILL PLATES AT EXTERIOR WALLB POR 08TERIORATON. REPLACE IN KIND AS REQUIRED.FIELD VERIFY EXISTING ANCHOR BOLT ANCHORAGE OF EXTERIOR WALLS TO FOUNDATION.MIN TO BE k ANCHORS a 48'O,C_WHERE POUND TO EXCEED MINIMUM SPACING.INSTALL THREADED ROD EMBEDDED 4'MIN N EPDXY INTO FOUNDATION TO PRODUCE SPACING NOT MORE THAN _ - -_ ___ T A T TT L'•WEBER L`A 48,O.C.,OR FREE ENDS OF EXISTING WALL PLATE&-- ------------------------------- ' +��', ��$,�4 �,p+�%'''I ARCHITECT,LLC. } - - - - � r ■ -- -------- --------------------------- ------------------------------------------- I449 Th mes ------ -------- j ---- a Street ----_--1 - % NEW 2Q'X20•XD'THICK FOOTING III Suite 0 REINFORCED W/(2)t6'.3•PROM Newport,AI 2840 EXISTING PGUNDATION WALL r-/// BOTTOM EDGE.COORDINATE POET/ Tel:401.849.3390 TYPICAL(FIELD VERIFY) d POOTNG OFFSETS W/STAIRWELL Fax:401.849.3397 LOCATION N ARCH DWG&TOP OF FOOTING-TOP OF BLAB BLAB ON GRADE 2X) rYPICAL vJww.pfwarchitect.com I FIELD V8R0'Y EXISTING PIELD VERIFY EXI'qT M", 100 Si ` FOOTING 01Z8(3e'X3t' POOT IG SIZE(3!,'%M+ f:' 4pO4^Nl IN PREVIOUS DWGeI IN PREVIOUS DWG&) (--_____, r------, - TYPICAL1 5100 I I . 'I I I I I I 4P 5100 WELL YODER 4P?e I I . I . I I . e L _J L J FIELD VERIFY CONCRETE CAP EXISTS BI 02908 M 4 3335mM INE I Providence. NOTE:EXISTING FOUNDATION WALLS/P007ING ,i'. 401-374.7313(tu) HAVE BEEN LOCATED FROM PREVIOUS X:.: vw«.radenlexellrom RENOVATION DRAWINGS.CONTRACTOR TO FIELD VERIFY AT ALL NEW COLUMN LOAD$ . ________________________________________________________-_ ---------------------------------------------------------------------------------------------------------------------------------------------- ISLAS ON GRADE MX) t __________ n�4 _ _____________________________ 4 _____________________________ ______a ________ __ _________.4 (- __ _ ________-- \\ f � -__--_-- `INDICATES EXIBTIG 3t•WIDE HAUNCH ------1 FOOTNGB 1 BEARNG—8 ABOVE VIP) _________ _____________ _____ \ rF� k 1, f. I.. __.______ ___ ___-_-_ 1 FIRST FLOOR FRAHING PLAN ' &loo .. .. ...1 yr-r-o• ... I.. .............. I BLOCK 1 SHEATH WALL. i„ ...... :: ... 1 �..I ..... REFER TO SHEAR WALL ................................ : i..- NOTE8 FOR FURTHER Jab C1601 REQUIREMENTS RaA.1Wa: FOOTING/FOUNDATION PLAN NOTES, L NOTRY ENGINEER IP ANY EXISTING FOOTINGS AS SHOWN ON THE PLAN DIPPER IN THE PISLD."POSE OR DRILL THROUGH SLAB AS REQUIRED TO DETERMINE EXISTING 3 DOUBLE STUD EACH FOOTING SIZE. FIELD VERIFY EXISTING ANCHOR BOLTS•MAX END OF SHEAR WALL POR 1 DETERMINE EXISTING SUBGRADE IB FREE FROM ORGANICB.DEBRIS AND PROPERLY u 4lr D.C.WHERE EXCEEDING BPAGNG OR NOT HOLDOWN ATTACHMENT COMPACTED PRIOR TO THE NBTALLATON OF ANT NEW FOOTINGS. - g EXISTENT•INSTALL k THREADED ROD a 48.O.C. SIMPSON MOW-8D8Zb 81MPBON HOU-48082.6 8. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 801. EMBEDDED t'MIN N EPDXY INTO EXISTING - SHEAR WALL HOEDOWN TYPICAL. 4. NEW CONCRETE FOOTINGS TO BE 3000 PSI AT 18 DAY&ANY CONCRETE SLAB CONCRETE CAP I REFER TO SHEAR WALL PLAN PATCHES ARE TO BE 3000 PE CONCRETE AT 29 DAYS. SId• FOR LOCATIONS S. ALL REINFORCING BARB ARE TO BE AS""IS GRACE 40 STEEL MA THREADED ANCHOR ROD ... PMOsa: FOR PERMIT DRILLED 1 EMBEDDED INTO ' c ", CONCRETE 1 BET IN EPDXY D—iptlo id II- III' III:: {{--r— FRAMING PLANtI FlRST FLOOR it III ILI III II"J. ".III. III iiL" ; Date Seuea: 12.6.2018 !I II"I I III i u L mNaELOW z BMPtP TYP W Scale: AS NOTED III:::III'. 'II it � I!1::::-III::::: . ..� !::::-IIb:::: ''•". :... •. L...._i i.i'. © 2018-L WEBER • ARCHITECT, LLCT, +6 BECTOM /3'�TYPICAL SHEAR WALL HOLDOWN FNDN CONNECTION - N3roo r-r-o• y SECTION DETAIL Nb, S100 • aoo r.r-o• TIE+` uE t' f . N/F HYANNISPORT CLUB ! ri AS-BUILT SEPTIC SYSTEM ELEVATION w SEWER INVERT OUT OF FOUNDATION 19.12 � SEWER INVERT INTO SEPTIC TANK (1500,GALLON 19.02 pzwi f SEWER INVERT OUT OF SEPTIC TANK 18.76 SEWER—INVERT INTO DISTRIBUTION BOX 18.66 4' G. SEWER INVERT OUT OF DISTRIBUTION BOX 18.41 4" PVC SEWER INVERT INTO LEACHING CHAMBER 17.99",<.. ® SEPTIC TANK D—BOX FpUNDAn� STEPHEN C� N i i gin\ Top 'OF. iLEACHING i �noNE srrE LocAnoN: q�pc �'c0 jS7 �,�e�; coo ia >>A�°20 Ate: _ Marchant s Mill Road °8 -.Hyannis Port, Massachusetts 'Z 3 °� _ N/F HYANNISPORT CLUB z PREPARED FOR D Hyannisport Club y o , WLE .. �00 OO pp r- c m , '0 Septic System As-Built Plan -p 0-0 lye N=N %o BAXTER NYE ENGINEERING & SURVEYING, -o WF 7 '. X �' N/F HYANNISPORT CLUB ?SO' ti s Registered Professional Engineers and Land Surveyors ' o ce/oH �D � 78 North Street-3rd Floor, Hyannis, Massachusetts 02601 "F 5 Ak Phone - (508) 771-7502 Fax - (508).771-7622 Y DATE: 11126108 r wF 4 40 0 .40 80 v S 2� Ak 6R. wF 3/OLD B-7 SCALE IN FEET ?s°3 4- µ SCALE: 1" = 40' 1 ..Wr- 2/OLa.B=65, Ak BORDERING VEGETATED 0: 2007 2007-063 surve worksht 2007-063ASBLT.dw CB/DH FND WETLAND 2007-063 WF 1/OLD B-5 T NOTE,PAS EN EXISTING SHEATHING TO POST W/BD NAILS•{'O.C.TYPICAL AT ALL NeW Poara M exlenNG Wque PAUL F.WEBER SHEAR WALL LAP HOEDOWN STRAP 1A0MR]xe LEDGER TO WALL ARCHITECT,LLC. ABOVE EQUALLY ONTO POET L.. W/MI TN O EXISTING STUD $• TYPICAL LAP HOEDOWN STRAP yy ]�•MIN M ?b�Y ■ ' '� slot ePP•Iv D.C.. �ao ABOVE EQUALLY ONTO PWOT LANDING FRAMING `"• ....... .. .e..... :: :..st. .... -. .. 449 Thames Street ]xIo Bn•H•o.c.IHw.eeLo ..... ,I:" :..:.. "� II II Newport,RI 02840 N W a a To enA1M) i ;"''ll jI slot TYPICAL Tel:401,849.3390 BEARING WALL ABOVeALIGNED j Jp III f? Iw BERWS NAxGERB rrFKx Fax:401.849.3397 W/�XIS NG NG LL &BTER EXISTING]XW 8PP' '- - BeARNG ;') I IIATLVLM1VL COXNeCTNNB �MA 6N I �!p _ I! WALy ABpjW6@BB yp�ppp JOISTS W/]%10 8 O ME BID@ II I rr I ,I II 3 ■ a I : WTHIN EXTENTS OF NESTING OM/CON. AB VE II C MG R Alb BSREB HANGERS TYPICAL AT a www.pfwarchitect.com RED T TO BEAM NEC110 B y �WR I m I DPP.VIP I � y aAp arr&DE I I F ye 2 �e sy D v ...... I I ' D x 1fi' OF Pei - p lslj is i}xliF'ivi 4 ... ..... 41 17. .MM 121 I}z1¢LvL eewn'iex, t Qt c �' BXIBTIXG 8NGMWR8O &BTER BXIBTING Ilr' `MIN O)]%e SPP.VIP •6 HW 80LID BLOCK•I{' ! 'r B TO R nAl lNGM@!R@D J018T8 W/ y0 I MANGER O.Ct.BE50W WALL I}XO}LVL eVlR7 OTHER yy. FF, gPybM1 � SHEAR WALL T �?�O4ry P^,pl B M eBYIteD �- rd I �WB)II�p VSRRT&Zm� �' 333SmIJ,III 02M .� .. .::.... ... r _----.- __ -. r....f...Il b1 -- - _ _u__ __II__� JII___ __ _ __ _ IQ _ __ _ _ p E _ __ _ ___ __ �Id=m908 k I1 AFWNyTei 61. 1 BTI RIND WAI4L AI:3OVPJ} HEADER (VE r�•\ 4 �t NWDI 34TSITIn 3 v lqx III ex ro 1,EMS, slob I s }� 1 fH%i TO REMAIN OUTBID@ ♦ :. ALL o•REM ...I.I...........,..,, OP BC IH j ail EASING ALLLW E NOTE.VERIFY EXISTING FLOOR .. .., \, DEPTH.FRAMING DIRECTION 1 r O CHAN a TO ORI IN LOA EA%ILS 81TPI AL BEARING X L/L) SHOWN SHADED STB.(e%. W ............... ��..... f- 17 •y I _FLUSH F v.n veR PT a zef Hu Be NGEIR onDE �Fqs° Fo I� ..... .. .... .... DeAn felt.PRESUMED ___ 5101ray' (� l .... ...._Il....._�I _ _...._ _..._...... �I WPfi5�-01 ) �:t a SHEAR WALL NOTES I �/� I. ALL SHEAR WALLS NOTED IN THE FRAMING PLANS ARE TO HAVE SOLID BLOCKING INSTALLED BETWEEN STUDS < ALONG ALL HORIZONTAL PLYWOOD EDGES AND FASTENED WITH Ed NAILS AT 1'O.C.AT EDGES,W O.C.FIELD. (NEW AND EXISTING WALLS).REFER TO 6/8IO2.AL 9 C t ] DESIGNATED SHEAREWALLS ARE TO HAVE A DOUBLE STUD AT EACH END OF THE SHEAR WALL FOR WOLDMI J ryJ , �1 ;.ALL 8H¢AR WALLS ARE TO HAVE SMEAR WALL HOEDOWNS LOCATED AT EACH END.REFER TO THE FRAMING Imo`. .... _... ........ f:., PLAN G. HOEDOWN TYPE HOT OUP LOCATED OVER EXISTING WALLS E HAVE BTRAPB CENTERED ON PLOR I JOISTS,!". O CHANGE TO MAL LOA INO) FRAMING,EQUALLY ARE LAPPED ONTO UPPER AND LOVER DOUBLE HTHE OVER WALL ALL.MINIMUM - I ( 1.HDY HOEDOWNS ARE TO Be EPDXY ANCHORED DIRECTLY INTO THE FOUNDATION WALL.MINIMUM EMBEDMENT FOR ALL('DU THREADED RODS M EPDXY TO Be B•. I I ' I I I II WIND GONBTRlILT10 I..I .... I.. .... ......,I................... -- I • DBTeRMINS EXISTING FLOOR SHEATHING IS}TIC.STRUCTURAL I PLYWOOD. I# " M ReOYReMENTM � ��� - ������ .... ... ... .. ..BEAM 1@X) ..... m..»m CONTINUOS LOAD PATH • ALL NEW ROOF FRAMING ELEMENTS ARE SUBJECT TO WIND UPLIFT AND MUST BE REPLACE AS REQUIRED. Il ANCHORED TO THE STRUCTURE WITH SUPPLEMENTAL HARDWARE OR OTHER MEANS AS ANT NEW NAILING SHALL BE FASTENED TO FLOOR FRAMING WITH Bd RING NAILS SECOND FLOOR FRAMING PLAN SPECIFIED IN THE.FRAMING PLANS.ADDITIONALLY.A CONTINUOUS LOAD PATH MUST BE AND CONSTRUCTION ADHESIVE. yi I MAINTAINED FROM THE ROOF LEVEL TO THE FOUNDATION VIA PLYWOOD WALL SHEATHING PABTENMr•SPACING. I 9I01 ON THE WALLS NOTED.REFER TO ASSOCIATED DETAILS AND NOTES BELOW FOR •• WITHIN S OF ANY EXTERIOR WALL,NAIL AT 1.O.C.ALONG PLYWOOD ENDS.V PLYWOOD LAPPING AND PASTENING REQUIREMENTS. O.C.FIELD •• INBOARD OF W PERIMETER,NAIL AT{•O.C.ON ENDS.12'O.C.PIUD. J iL • AT EXISTING SHEATHING,ENSURE MINIMUM SPACING LISTED ABOVE IS MET.USE j I I I ( f:�i. Job P601 • ALL SHEATHING MUST BE t•STRUCTURAL I SHEATHING AND RUN HORIZONTALLY SCREWS AT ANY AREAS NOT ADHERED OR BOUEAKMG. - (PERPENDICULAR TO FRAMING). ROOF BREATHING, RBValor: • SHEATHING MYBT LAP ONTO ANY WALL STUD U-MINIMUM PROM THE TOP OR . WE I-TtG COX STRUCTURAL I SHEATHING. AT SEC PLATER.EC ]/ • • AT OND FLOOR LEVEL.REFER TO BI INTEGRATION REQUIREMENTS ROOF SHEATHING TO FRAMING WITH N NARB. I FOR TEGRAON REQYIR@M@NT8 OF FASTENER SPACING: NEW UPPER WALL TO LOWER WALL. •• WIT WM 1.OF ANY EXTERIOR WALL OR RIDGE,FASTEN WITH Ed NAILS•{•O.C. • WHERE NEW OR EXISTING WALLS ARE ENGINEERED SHEAR WALLS.REFER TO THE AT EDGES.{'O.0 FIELD.ON GABLE END RAKE OR RIDGE,1.O.C.ALONG EXISTING 8TVD8•K.O.C.MAX.VIP SHEAR WALL NOTES FOR ADDITIONAL FRAMING/SHEATHNG/FASTENING ENTIRE RUN. BLOCKING AT HORIZONTAL BEAMS REQUIREMENTS. •• INBOARD OF 1•PERIMRTER.V O.C.ENDS.I]•O.C.INTERMEDIATE. _ AT DESIGNATED SHEAR WALLS. EXISTING SHEATHING TO REMAIN. REFER TO PLANS/NOTES FOR VERIPY/ADD Ed NAILS A8 RSQYIRSD •• SOLID BLOCK RIDGE L AT BUBPABCI0.PAHT¢N WBd NAILS•VO.C. c FURTHER REQUIREMENTS Q T FOR I. O.C.SPACING AT BEAMS. F � I ' SISTER EXISTING FLOOR FRAMING D'O.C.FIELD WHERE APPLICABLE REFER TO PAS EN BOTTOM PLATE TO EXISTING PMom FOR PERMIT .SS-I PRAMING PLANE MSTI=BLOTTED THROUGH JOISTS W/f])TRIBERLOKB•I{'OF. Daevi lion: ... ... FASTEN NEW BEAM TO �BUBPLOOR.WRAPPED AROUND EMBEDDED]•MIN INTO JOISTS F c ST BUBF BEAM.LAP EQUALLY ONTO SECOND FLOOR FRAMING PLAN GENERAL STNDTIIRAL NOTES. EXI RIN MATERIAL SPECIFICATIONS, RING NAILS" W/8a•{'O.C. BOTH 81080 OF NEW PBL POST VERIFY/ADD N NAILS• BH¢ATXING TO BOTTOM PLATE MATERIALS AMC MANUPACTURERS WED IN THIS DESIGN ARE LISTED BELOW. L ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE 1.0 SUBSTITUTIONS ARE PERMITTED UPON APPROVAL OF THE ENGINEER OF CMR 1TH EDITION BABE VOLUME. CUT BACK EXISTING WALL SHEATHING TO I Dote 1—.d: 12.6.2018 ]. ANY NEW FRAMING OR EXISTING PRAM NO THAT IS DIRECTLY AFFECTED BY THE Meld WORK HAS RECORD.PROVIDE MATERIAL ALL PRODUCTS AND/OR ANY ADDITIONAL CENTERLMB OF o EXISTING fM RIM BOARD.FASTEN •:rr "" "' "" -"" ' P@RTINANT INFORMATION FOR ALL PRODUCTS TO BE CONSIDERED. BEEN ENGINEERED TO CONFORM TO THE NEW CONSTRUCTION PORTION OF THE BUILDING CODE SHEATHING TO RIM(NEW AND EIOTING)W/ $eDla: A$NOTED SI8TMG FRAMMG OUTBIDS OF THE SCOPE OF WORK HAS NOT BEEN EVALUATED GIVEN A FULL ad NAILS•1'O. ALTERNATE,RETAIN H EXISTING FLOOR J018TB� RENOVATION WILL NOT Be UNDERTAKEN.THUS FRAMING IEMBERB/STSTEMS ARE NOT EXPOSED MR D L ALL IK MOIST RE WOOD FRAMING TO B@ 8PF NVN]OR BETTER WITH A RBVIEQ BXIBTLY SHEATHING IN AT TOP OF RM BOARD MAXIMUM SURE T@ CONTENT OF T I APPLY W W% 8 t}X;O•STRAPS•;]•O.C. I, ' 1 USE PRESSURE TREATED WOOD AT ALL FRAMING EXPOSED TO THE S. PXIBTMG DRAWINGS HAVH BEEN PROWLED THROUGH A COMBINATION OF OLDER DRAWINGS PROM OVER WALL BHEATWNG,CENTER STRAP ON i PREVIOUS RENOVATIONS AS WELL AO LIMITED FIELD OBSERVATIONS.CONTRACTOR TO NOTIFY - 0 2018-PAUL WEBER WEATHER M CONTACT WITH CMY OR CONCRETE,OR AS INDICATED ON NEW/EXISTING BIIHATWNG SEAn THE DRAWINGS. ARCWT@CT/@NGM@HR OP ANY OM M2EPANCIES OBSERVED M THE FELD. ARCHITECT,LLC !. ALL LVL BEANS TO HAVE A MINIMUM ALLOWABLE BENDING SMSSS OF 1• NOTIFY ENGINEER/ARC CT OF ANY UNCOVERED FRAMING CONDITIONS THAT REVEAL m 3 SECTION DETAIL ��SECTION DETAIL ]{00 P&AND A MOOUWB OF ELASTICITY OF 1.100,000 PBL DAMAGED OR DETERIORATED MEMBERS OR ANYTHING THAT OTHERWISE APPEARS UNBAPE 1. ALL SUPPLEMENTAL HARDWARE IB SPECIFIED PROM SIMPSON STRONG TIE 6. COORCINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. &OI F P'p 8II M•r-w - + LOAD TABLES, A. ALL WOOD STUD BEARING WALLS ARE SHOWN SHADED ON THE FRAMING PLANS. S. THREADED RODS AND BOLTS TO BE ASOI EXCEPT AT BRACED 1. ALL POSTS LOOTED WITHIN WALLS MAST BE BRACED BY FASTENING THROUGH WALL S101FRAMES YE@ ST ALL PANTO @%Po0@p TO TIE WEATHER.CMII,OR BHeATHMG OR GYPSUM WALL BOARD AT{•O.C.BOTH eme8 WITH TYPICAL PAHTENERB FOR THAT APPLICATION No. COPSON'S MUST Be GALVANIZED.ADHESIVE 0. ALL FLOOR AND ROOF BEAMS MUST Be LATERALLY BRACED ALONG THE TOP EDGE BY PASTBNING A. BIMP80N•ET'BPO%T TIE ADENT.WI DESIGN LOADS HAVE BEEN USED TO THROUGH THE FLOOR OR ROOF SHEATHING W/ad NAILS•{•O.C. pETERMMe ANCHOR EMBEDMENT.WN@RH COLD WEATHER APPLICATION IS 1. SOLID BLOCK FLOOR CAVITY BELOW ALL WOOD POSTS BEARING PROM ABOVE. SECTION DETAIL RBQYIRPA(LESS THAN 10 DEGREES FI.&IBBTTYTfi WITH SIMPBON 10. RBFBR TO FRAMING PLAN FOR ALL NEW SHEAR WALL LOCATIONS.REFER TO SHEAR WALL NOTED g, pp • AMYUC TO ADHESIVE. BKH M r-0' YA r ON SR POR SHEAR WALL CONSTRUCTION AMC NOLDC-REQUIREMENTS. ALE tl SHEAR WALL BALLOON FRAME GABLE WALL W/]xt•It'O.C.EXCEPT 1 TOP OF HEADER FWBH 08E"Sk LVL WHEN STUDS ARE GREATER THAN T'-O'LONG WITH TOP PLATHB IF ^ T� TJ TYPICAL NECESSARY.COORDINATE 94�M1 4BHAM SINGLE JACK DOUBLE KING o4CM1 1 A"'-•F.WEBER •rya S1D2 R8LATION6HIP M FIELD tr ]Xa O WALL STUD EACH SIDE OF CENTER +r ..... .._ °.-. ....... ro]x� WBFABCI ]x aPF (s)va BPF INDOW 1TL axe aPF ....- ARCHITECT, LC. \ j W T L Vim`u e z ... - TY ...m,DOD lR FA B. ON MUOUS CONTINUOUS \��`��: : \'� IGN GAD nRSB� C1-4 ) aa $.. 1 oxT�NuouE �Xi POLC' ` d I I TOP OF HEADER PWOH 449 Thames Street TYPICAL AT ] 6 PI ��\\ '\ \ \ \ \ \ \ \ ! CALEARING BETWNI 1 9102 TT'ICAL NNECEBBART.COORDINATE Suite 202 , ALIGN NEW GABLE WAL RIOR WALL WINDOW81 > P I : :\ �\ �. \ '\., '�\�\��` WITH EXISTING BEARING p N g RELATIONSHIP IN FIELD Newport;RI 02840 ``'.�\\\ ` .' '.`\ xA err.u•D.C. I 1] ]xi BIP ii .i'I .. �1O N Tel:401.849.3390 x �t V�^ Fax:401.849.3397 \i\\\\��ti. UBLE STUD BETWEEN A u gig\ CONTMUS SHEATHING �{ WINDOWS TYPICAL O] TYPICAL - www. fwarchiteDLDDm �\ J p CO ORDINATE PITCH j rol I=XIS'JIL - ID�IIUr LVL \\ pC ILL3"X ANGLE EACH SIDE OF 15102 TYPICAL \\`. _j G TO LOW BEAM.FASTEN TO EACH y MEMBER W/ID f THROUGH BOLTS TOP OF HEADER FLUSH WITH TOP PLATES O' Xx TYPICAL m !1 i NECEBBART.COORDINATE � Z I� � RELATONBNIP IN FIELD O S Y I I I Xx e1 VERPRAMING ON PULLT HOEDOWN SCHEDULE '�� ''�:,` \`\\ \ tl1 ` - ``�" ` .:„ :eNaATHED LOWER Roof I T TYPICAL AT ,• `\ - SHEAR WALL � \:•\:� \,'� \ \�\\\NRO \ \ \ 00.,:t - .SHOWN SHADED 'IIHHEADERB FBHEATWN .$ A \ EXISTING WALL SHEATHING .�_'t ...._.........\ R MARK CONNECTION COMMENTS `a'� ;'\, :\,:\:\\.'�\\ \ \ SOT \TO REMAIN,BREATH OVE �dA P" I TO REMAIN.OHEATH OVER •� OI B DAN U}XSO'LONG STEEL STRAP ` \ \\\\ \'\ H O \ L`Ij IN DOPE LNG ] YPIC IL O.1y S S — INW LEp OPENINGS AG RAFTER TO RAFTER OVER RIDGE. �t \\'\\ \'\.\ i l`°I RAFTERS MUST ALIGN. 1O SOpSON W.AA RAPTOR TO WALL INSTALL ON 0103ATHBD • .\ `� \c �` EXISTING WALL;LOCATION TO REMAIN. I ID aR I �1r RwiUenca RI 02908 SIDE OF WALL ` `\\. \\ �/- PR H R OP MPITOO EQUI(EDE OOD WNBT i .,: NA1 G8 M1'..., S �—�i ]%K)8►F D DOO BM �OI.)51.2i601¢II EXTEND D(TO TOP OF RIDGE.FASTEN BACK �-\ "\ \\ \\N \ _ FRAME NHW WALL EXTENSION TO RI I�2 RI LY8 0ERI88 q 101-274 SI7(h) O ]Xt BACK SIDS W RIDGE BlAM I I P I 1 rtltlrell.mm BIDS ND BD To TO,REFER TO]FAIT] EXT ww.yade RAFTER TO RIDGE BEAM.INSTALL WIDE LEG ON �\ �\\ ,I• O BIMPSON LS10 ONE SIDE RAFTER '4\\ \ Il - 112]%10 8►F (D 3%N)9PF 6O TB]]ONH SIDE BSAM/VALLBY To POST/HEADER BELOW. \ \ - \- t TYPICAL �: CENTER BTRAI ON EACH MEMBER. \\^ \\. \ OVERPRAMING ON FULLY \\� '\ SHEATHED LOWER ROOF ,� —BEARING WALL TO O LUS SERIES HANGER RAFTER TALL TO ROOF NEADBR.INSTALL ALL AIDE \\ `` `\ \ Iy\ ! I I BHQWIN 9yADF.p } RAFTERS —UNDERSIDE O RIDGE— wV'1 SHEAR NAILS INTO RAFTER \�� \ II I 3 L ])]XK)SPF� ROOF AM DEX SIN HEADER TO JACK SUE OW.CENTER STRAP ON EACH EXTEND EXISTING S S IRON SISTER EXISTING RAFTERS W/IXN)are.K'O.C.ANO Y Olt O I�'XIS GA X O'LONG STRAP �. MEMBER.PILL ALL HALL HOLES. \ 00 LIN�W/ Kr R N'R.C. M^ W RB xIS G AF RB ARM BAD'..,..OFF ATDORMER. ,I''' '.Ir 1 .......................-- RIDGE TO RIDGE.INSTALL ALL BIDS SHEAR NAU-0 \ YPI AL (]> 1 tYPICAL S NU SERIES HANGER INTO HANGER �\....\ \` \. L- DflO BIF T DEL 5102 1 _ .. .... O 10 TMBBRLOKB \ \ 4 P8 BUPPOR r - RA TER VALLEY TO RIDGE TO EACH SIDE OF POST.CENTERED ON I Y _ 4I 10 ID BMIBON MBTASt STRAFE RECEIVING RIDIDGGEB.EMBED TMBBRLOKB Y MM INTO \ `7. CONTMUOUB I �TPI AL JI f RIDGE OVER EACH MEMBER MDTALL BEFORE VALLEY. IS)$x1r'"ivC;:".Tr _ — .7 ro) )iM•LVL: — _s .,_._._ '�C-',_,_.'TiiiItxir ivL i II I MISON MBTALL ATRAI BLOT THROUGH BUBFLOOR.WRAP AROUND BEAM IN a 3 I 1 1YI' III'1 10 k III - 3 FLOOR.SIMPER TO 3/SKR di ' GM TI G FT B ] B ON /yLadv1T IS GA X�'X 30•STRAPS RAPTER {{{I ti- �TO RAFTER OVER RIDGE TYPICALpeel c PLANS FOR SHEATHED SIDE OF WALL 81MPBON H]bA TYPICAL ON WALL O {____________________ .1 � x a LAPPED EACH c BIDE OF RIDGE DOWN I - TO TOP PLATER I, BEE PUNS FOR POST SIZE \ i 4- - .. - ................. / 1 \ ROOF FRAMING PLAN ( •\ ;� 2 SECTION DETAIL 3 SECTION DETAIL u'r-r-o' I II NOTE:SHEAR WALL PERIMETER NAILING MCLUDME THE Jab A1601 PERIMETER ZONE SHOWN SHADED, PERIMETER OP THE SHEATHING,FASTENING OF SHEATHING BULLD WALL TO UNDERSIDE OP ROOF SHEATHING TO STUDS/ ReNeion: i0 TOP PLATER.SILL PLATER.BOLE PLATED,WINDOW 1 SOLID BLOCKING W/BE NAILS-1'O.G DOOR JACKS AND DOUBLE ENO STUDS. SHEATHING OR INSTALL DOUBLE RAFTER OVER WALL PABTHN ROOF SHEATHING III IS GA%1k X 30•STRAFE RAFTER TO WALL/RAPTER W/ad NAILS-t'O.C. I TO RAFTER OVER RIDGE TTPICAL� I I I I ::ZPASTEN I__ 1 -- J L_ 1 L-___.,__ J L ___ ____ r-_-____-___� C'11 II II II II �1 II = I I ' L3X3X;'FASTENED TO MDGE I I I I I I I W I I I V 1 LOW BEAM W/(]) THROUGH f.I 1 1 I BOLTS L �` ! I I ! u I i i i i ° i i Phose: FOR PERMIT I I I L iI I I I i i i i i i i. I i Description: 1, 1 ROOF FRAMING PLAN 3, l.il II '1 � II II II I:I II ��I II II � I II II Ftl II Dote Issued: 12.6.2018 Scd.: AS NOTED 31 ill i i l ' f.1 LUB SERIES MANGERS TYPICAL 4xt PaL BELow wDce i I I i I I j I I AARCHITECT,LLC UL WEBER I,"11 11 II 1 41 II II II I I I I I I I I I I I I I SHEATH ALL PULL HEIGHT.BLOCK II _ y.l,� _.._-.1 _______�__�y.,r-�� - _�,1,.}_________... .r---- ___-___• SEAMS.REFER TO BNEAR WALL r I F +- Ib- - - ___ �_ v NOTES FOR FURTHER REQUIREMENTS ___.-- -- -.=-` ___________ ;; ;I q SECTION DETAIL S102 aaa �•r-o• Na. a T 5 SHEAR WALL SHEATHING ELEVATION TEp ALE I m, II r--- II 1---- W� 0 0 S N 0 OO - W� ® ®® am ®® o p w o �n Ss �a 0 q ><-i a� �I a �w °o p I z Fs x orb w I N o - s _ E a p - o t; °o D c i I TharmaTrum Forms P 3 T > z 0 X +=: A •" I I D +i s .b r � O � � m a • a 0 C.opyrlghcuotobg Fcswdsorgrl i DRAWN BY: ,, ` = w �, A These plans are protected under Federal Flan# i 62 ri `� ` PROJECT: H,,nd Garr�i orao�e Area for- m (� p Copyright Laws The original purchaser of this _ �, =v.,-.,.---g.--•�*• �__ - I�Et-�hjETH hApJ -t ...... - p 3 plan Is authoriwai to construct one and only t one home using this plan.Modificatlm or Professional Building er z. reuse is prohibited withoutexpress written (lvN�.I,�bO�� /-�1 ' !•'a 4oNons permission ofthe oesigne•. T I/' N r V vf�mKSA desiGf ri any macrepan�es errors anao LOCATION: D REVISIONS: E$510A�ALI In menot.1-d- eseddror PROF BIIILDIDIEs DE516Nj <'t s. drah.1g tint .don these dowtnenta l i AA��j'- shall be brought to Vie attention of prelim inary fJesiyn 4/'l 0/I O M LLdEz REED MTliwt_• --_-.- Two lrv'in9 Avenue Ne Destgner prlor to the commencement Gans+rUation plans 5/2/I O Cape cod•Nlassachusetts construct n—suwt-th-p ante Cuanacaste•costa Rlca Hyann'ispork,11A. of these=ents and any Gapecm�do 41 m•!_Ywiu.Ksede dlacrep. as......and/or oml.Nons P.O.Box 1 �1� f �q-�T,q I become tore reaponelblll Cy ofthe yat'I s; '„o bOj1�50B;'yJ Y¢Is12 aulung contractor. S 3 v _ o ` e ' ? S 3 D s > f = o S n p 2 < d I v c 0 a F 3 0 � 3 a ® S _P c v _9 v v + a o 3 n 8 a ®e Su -C C a c- i c ,ate. ��.,.ri.x•*_.,'�e.`�x`r3.��' __ 1 , � a P.T.Peck 1ais+e e l m O : s w °-14 a a `_ O - u mx-�m � a� $1 , �� , o O O O ti ,1 O F �.n �s ,•\ c a T A C O� t (0 O O 0 m z 9/4" %'-9 I O: t o I s � ' O. ; p 1 n 4 O ' E � z a 1 = O = , O 1 = O O O 'k I 1 O E - J 'n � 3 O 3 \ J n a- t� O � - 9 cc ma 0 — T_ _ a--N-- i® a P m C u - Y � 11 S n N ,p Cl GoWgK9201oby KSAde9tgn • p�m DRAYNN BY: T A Theseplans are protected under Federal Flarl# I g2 1 PROJECT: HAnd Gark�i'orA9e Are4 for: [II t d D Copyright Laws the original purchaser OF this ILENNETH -APLE�JR-- mplan Is authorized to construct one and only s}a, �s one home using thisplan.Modiflcationor Professional Building Designer reusels prohibited dFwithouttheEexpress written F c � permission of the Designer. 'n �'I -" - K5A design nny alecropanGes.errors and/or onVsalona O A 3 _ IA In the notes.mmen�ons,andror .'s : REVISIONS: PROFESSIONAL.BUILDIN6DESI&N LOGATION: drawnga contained oh tease docwnenta - Mail bG brOagM1t CO the attention IF A/90/10 O C-OMMERGIAL•RESIDENTIAL Wo Irvin AvenUe the oeaigner prior to u+e--an—ant--an—antprelimmaryrJesiyn ofconatrvouon.I—eang.. 6ont +fUL}ion plans=s/2/1 O cape cod•Massachusetts mnstrucuon consututes the acceptance Cx anacaste•Costa Rica HyannisPor�-, e. of these docunents and any cepecodokaadesign._nn•www.ksedeslgncom m become the reapon&WII[y of[henna P.O.l,-1 149•Hgannls.MA.601•506.'1 d 33 bulldng contractor. GENERAL NOTES : 1.) THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK AT LOCUS. Z) LOCUS AREA IS COMPRISED OF: )25.8 PORTION OF BARNSTA13LE ASSESSOR'S MAP 266 PARCEL 031 24.9;1 OWNER: HYANNISPORT CLUB 2 IRVING AVE ------ HYANNIS PORT, MA 02647, t rx", CER71FICATE OF TITLE No. 7265 ;P0. e. 2&6 0. 9. L.C. PLAN 18925 A oo �1: d4AI 3.) ZONING INFORMATION 0 ZONING DISTRICT-. RF-I 24.6 OVERLAY DISTRICT: AP AQUIFER PROTECTION 6 MINIMUM CURRENT ZONING REQUIREMENTS E MINIMUM AREA: 43,560 S.F. '79-3620 E. 20 MINIMUM FRONTAG NG LIM WIDTH: 125 .8 MINIM Scalas In 2OW LOCUS MAP /_0 FRONT YARD %M 0 SIDE & REAR YARD 15' 499 %let 5.5 TEE 2 .8 .6 _W4 46) A TITLE SEARCH WAS NOT DONE FOR THIS SITE. SHOULD ONE FP4U M 22.2 MECTRIC lo, BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. x 26.5 M ----------- THE PROPERTY LINE INFORMATION SHOWN IS BASED ON 4.6 ABOVE 24.0 ZI) OWUND 4.8 a, 24.4 22.8 CURRENT AVAILABLE RECORD INFORMATION CONSISTING ANK ol V.: .1 C Aq,-, CO \TA" OF PLANS, CERTIFICATES AND DEEDS. THE EXISTING & 2 .8 2 .ABOVE '0 MATURES SHOWN HEREON ME OBTAINED MOM AN -cGROUND -------------- 27-� 24. .3 HEATING 25.4 ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER x 22.3 x 23.1 24.1 NYE ENGINEERING & SURVEYING ON DECEMBER 13 GARAGE 4: CAR1?r*l" THRU DECEMBER 15, 2005. DOORt x 23.9 ............................... 24 PLAN REFERENCES: .4 PLAN BOOK 117 PAGE 35 IV oo� W 23.6 /.1 i PLAN BOOK 64 PAGE 11 Z.F-3.7 w PLAN BOOK 289 PAGE 97 PLAN BOOK 85 PAGE 35 23.7 YEE LAND COURT PLAN 18925 A PETITIONER'S PLAN 18925 A .-A t 6.1 & I % V x 25,9 AA-61 11 1 1 1 1 1 1 1 1 LAND COURT PLAN 12084A 26.9 ^2 X N/r HYANNSIPW CLUB I I f 1 8.6 �4.6 LC. PLAN Ila= A 4r _JC 8.8 6.) COMMUNITY PANEL NUMBER 250001 0008 D 24 \J CE RATE MAP DEFINES THIS AREA AS ZONES, %qt- V10, I THE FLOOD INS EL 11 11,Zrl .4 J# A.3 B & A10 URAN c1c lo, 26.5 7.) WETLAND DELINEATION PERFORMED BY SAMUEL HAINES OF ENSR 3.2 I T-1 le INTERNATIONAL ON 12-14-05 AND DONALD SCHALL OF ENSR GARAGE ZZ9 ly 1, 19.91\ Ir ON 11-15-07. DOOR 5.1 ------ /I ",.e I Me 4.7 00#4 *w 8.6 25,0 21.3 // /I � 11 .1/ / // I PROJECT BENCHMARK: DATUM NGVD 1929 3.2 l000, 23.0 3.3 RM 14 - FIRM MAP 250001 0008 D 2.6 25, HYDRANT BONNETBOLT 0 ENTRANCEOF �,,'24 2 2 x-14 5. HYANNISPORT CLUB AND IRVING AVE. EL 66.66' , "y% 2 .3 26.3 l I- r, I \ % oll 3.9 _43 j3RM _o: TBM: MAG NAIL SET IN PAVEMENT (SEE PLAN) �3.V< x 22.4 8.7 2�14' N11 w 10 0 �i8 11 *0 21�5 x/0944 AM -- -------- .0\ 22, "ell 9.) UTIL17Y IN SHOWN HEREIN: '13.8' POIE 316 224 tb e., LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND C41 I obll�_ A. cl;!i3bpa MUST BE VERIFIED IN _PIELD BY THE CONTRACTOR AND APPROPRL TE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. 21.2 e., 9< S.4 21.1 N, I0, AL x 24,5 0 0 l � NN ,1 11 21.9 1 lo, -ko.9 NII.N�N 6.4 � A le k, /21.4 20.2 10 20.1 N" 11 ;fv 21,50ARAGE N - r. I x DOOR 1 1%, ".0 .000/ 22.0 NN 00 24.7 .5 10 5 NN, 8.6 % 7� �2.1 le 1.2 110, 7 21.7 NN BRUSH Of i ELECTRId 14. x 2�3', �wyw z METER/ 85 WIF 6 21.7 __x "e5 J\ 22.4 21.8 Ile 17.9 TP 02 CB FND) 18. BRKN)C 22.5 2 .8 WF 5 24.5 17.4 7.5 X I , 11 Marchant's Hill Road 44 1 1 8,7 CV I 2 NN Hyannis Port,� Massachusetts I x 11,61 k PFBRAM FOR 0� TP #1 4 Al 9.0 1.9, 16.6 Hyannisport Club -7 2,6 1 16.5 4/ 91 24.7 1 l-N X 10,7 NN Irk-1.1 W 3/0�1) 13-7 1 10.7�< 1012-1 Cyj z % Septic System Plan 85 a Irs CIV TP F3 TR�S AL 23.3 �Y,17.1 I 2/"f 8-6 lol� BAXTER NYE ENGINEERING & SURVEYING I I rl 14.7 NEW �t4 10 BORDERING VEGETA7M Registered Professional Engineers and Land Surveyors 23.1 12�3 WETLAND >" 23.0 14.3 78 North Street,3rd Floor,Hyannis,Massachusetts 02601 41 23.1 Phone-(508) 771-7502 Fax-(508)771-7622 14f OF 41 J Vw 1/* 9-5 /X V,8. X WA7M UNE FOR IRRIGATION SYSTEM MARCHANT' S MILL 20 0 20 40 �, 1 .1 jr I (NON-_�POTABM) 4f .30210 41 POND SCALE IN FEET 1 20' SCALE. 41 AL 8-4 x 7 -7 I" B-3 DATE: 2-6-08 C x 9,5 7.2 A - N' I I I - I I _01 I FND C C C\ 5.0 104 C 'loop N/F HYANNISPWT CLUB UP LC. PLAN 12084 A (SH I OF 4) 6.E- BY . 0A7F REWMKS < If 49, f-1 -�- 5,1 7.9 (C N C 9,441 5.2 0:\2007\M17-063\sUry� 07-063SP.dwg y\worksht\20 X X 52 C NN, NN C\ %N,,x 9 2007-063 I I SOIL LOGS DATE 01-03-08 MUM CONSTRUCTION NOTES: BARNSTABLE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE SOIL EVALUATOR: BOARD OF HEALTH AGENT: WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, STEVE WILSON, P.E. DONNA MIORANDI, R.S. 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES do REGULATIONS APPLICABLE. TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 LEANING AREA REQ Wire 2. ANY CHANGE To THIS PLAN Musr BE APPROVED IN WRITING BY O" G.S.E. = 23.8 O" G.S.E. = 23.6 O" G.S.E. = 23.0 O" G.S.E. = 22.5 NITROGEN LOADING LIMITATION: NA THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED COMMER0x. 30 LOCKERS Ap ; 10YR 2/1 SANDY LOAM Ap ; 10YR 3/3 ; SANDY LOAM Ap 10YR 3/2 ; SANDY LOAM Ap ; 10YR 3/4 ; SANDY LOAM x 20 , /jam wr>Nour WRITTEN PRIOR APPROVAL BY THE ENGINEER. TOTAL DESIGN FLOW GPD PRIOR TO BACKFILLING 10" ELEV 22.97 16" ELEV 22.26 9" ELEV 22.25 8" ELEV 21.83) 3. WHEN CONSTRUCTION IS COMPLETED, , ( ) ( ) ( ( NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER _ FOR INSPECTION. B IOYR 4; 6 ; SANDY LOAM B ; IOYR 6 8 ; SANDY LOAM B ; 10YR 6 6 ; SANDY LOAM B ; 10YR 4 3 ; SANDY LOAM PERC RATE ��-� 1) / / / / LIAR 0.74 GPD/S.F. 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 MIN. LEACHING AREA OF SAS. REQUIRED: PVC. UNLESS OTHERWISE NOTED HEREIN. 2" ELEV 25.13 14" ELEV 22.43 19" ELEV 21.42 18,. (ELEV 21.00) 600 GPD/ 0.74 GM/S.F. 810 S.F. MIN. 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C C 1OYR 5/8 MEDIUM SAND C 10YR 6/8 MEDIUM SAND C 10YR 6/6 MEDIUM SAND C 10YR 5/6 MEDIUM SAND EQI HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE 6 rw PRECAST CONCRETE FLOW DIFFUSORS LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR " „ „ WITH 4' OF STONE ON SIDE, 4' OF STONE AT ENDS 15.255 TO THE TOP ELEVATION OF THE SAS. 144 (ELEV 11.8) 144 (ELEV 11.6) 144 (ELEV 11.00) 132 (ELEV 11.50) SIDEWALL AREA: (56' + 12)4 x 2' DEPTH - 272 SF BOTTOM AREA (56' x 12') =`672 SF 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN TOTAL EFFECTIVE LEACHING AREA = 944 SF • SYSTEM DESIGN CAPACITY = 944 SF x 0.74 GPD/SF = 698 GPD LESS THAN 3 OF COVER. TANK SIZING: 600 GPD x 20OX - 1200 GAL USE 1500 GALLON TANK MIN. 7• CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF ' CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING NO WATER AT 144" (ELEV 11.8) NO WATER AT 144" (ELEV 11.6) NO WATER AT 144" (ELEV 11.0) NO WATER AT 132" (ELEV 11.5) UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF PERC 060„ (ELEV 18.80) PERC 066" (ELEV 18.10) EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE RATE= <2 MIN/IN RATE= <2 MIN/IN WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS CLASS I SOIL CLASS I SOIL REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. DESIGN SCHEDULE EVh►TION EXISTING FLOOR 21.6 SEWER INVERT AT FOUNDATION 19.2 SEWER INVERT INTO SEPTIC TANK 19.1 SEWER INVERT OUT OF SEPTIC TANK 18.8 SEWER INVERT INTO DISTRIBUTION BOX 18.6 SEWER INVERT OUT OF DISTRIBUTION BOX 18.4 SEWER INVERT INTO LEACHING SYSTEM 18.0 BOTTOM OF LEACHING TRENCH 16.0 NO GROUNDWATER OBSERVED TO ELEVATION 11.0 4' . : . .:.:a .:.:- : :. ... . .... A larchant's A1111 Road • •y• .rl •.Z AIM 4Rr:• t• :.r'•fl,`r\. •t .•j.:is{ •. L -. 61 UNITS 8' : : 4' 12' Hyannis Port, Massachusetts -1 s .•, •.a.w•�•!'•<t!`•. .Y.'•K�: «•.„y.. e.:' •.`:. s •... .: l' PRLT/'M IVR 48' Hyannisport Club ,rrLE Septic System Plan PLAN OF CONCRETE not DIFFUSORS TYPICAL SYSTEM PROFILE NO SCALE NOT TO SCALE IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER 6: BAXTER NYE ENGINEERING & SURVEYING FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" OWING �wAM BELOW FINISHED GRADE Registered Professional Engineers and Land Surveyors nmsHw FLooR=210 ::.: MVAIOIF ooVEtt a 78 North Street,3rd Floor,Hyannis,Massachusetts 02601 ::..: .:... .*Y n c of OVER nwK 21.0t MW OVER D. eox • 2tst Phone-(508) 771-7502 Fax-(508)771-7622 Q1%bE OAR CMANHOLE FRAMEOVER GRADED " t EACF�YG SYSTEEMI - "�"' FIRST 2' (To BE LEVELS 9" (min) Co er _ (IF UND R PAVEMENT WASHED STONE �E► �µ 4 SCH. 40 PVC 4 SCH. 40 PVC then o US 36" (max) cower 20 0 20 40 ` r o 2.0% OLr ( " ; 0 2.0x Liar NSTALL SUME4-. 40 PVC 1 CONCRETE FLOW DIFFUSORS 2-pE, � t SCALE IN FEET E •• k4" DIA. PVC: ^'•Di :` �F 1 i s :S.rr�3+ _� 'f.•N f►• y*,•%M+� ti. �� t r` 7'.r jr�•` SCALE 1 = 20' 9C • " I)" � 7t•t_�} •• P rj tit}i!-t �^ �' ,:..;., 24 1L .. t •••'•'' C � � C3 0 0 EFFECTIVE %�K t �� YY7 +'+•Tw .i / '• is cT,r�j�:• t'.'L 4ii.1.. j3 �y r:} .� -all - DEPTH 12" Se, #s�t.,yx;r' ;, ..3 ,�„x+ �}j�i l9.`' ''+it�V•t{•'•,. ^-:T.il4; ;{„^'� •• � .Y•- •... :7 ! t•..:.' v •r ••j• :i - , r .r ,•`•.• sI Y' •�••-`. -•. �$Y. ♦ ••7�• �'...:ra?M fy :Rt iF! [-: •S '�'...y �j•s' .•', �- .O V, +•.•... •^.• �.. .i.••.d i.• - _ - tom.•- ,•+ • 12 •• 4' 4' 40 O .y'w'•G'a` ••\•b•j' =i :�;•.tr+.e•r',: •t+• ,�..;.+°y �• '•. .4 4. r• � -: •. .• ••.} • • '•• t 16.0• 12 DATE: 2-6-08 5 MIN s�NE Oil L 1,50o GALLON SEIMC TANK DISTRIBUTION Box FLOW DIFFUSOR i No e;xwnftoter OWww w o Eiev. 11.0• CONCRETE LEACHIlITG CHAMBER DETAIL H-20 H-20 H-20 (H 20 LOADING) r No SCALE 02 wVM BYDATE REMARKS ORAN►m MAIM 0: 2007 2007-063 sure worksht 2007-063SP.dw 2007-063 --. - __ ----- - - - ---- --- --------- - _. -'----_- - ----- - .-r -- - -- - - ..__ - ---- - \ I . , �1-z- l- SYSTEM SYSTEM Design Schedule PROFILE "A" PROFILE "B" 'r , edu a (UPPER LVL.) (LOWER LVL,) I - "\1` !J!" W N z 9 �,' � ;,' \ 11 S o ELEVATION ',� { \ !`\ ` V' ; KITCHEN KITCHEN LKRRMS `/ ``', \ `. '\ '\. N\ a_ O \ a ,mmon and o &DINING SEWER /LOUNGE & SEWER �? 11 n f \ �, �' r li TOP OF FOUNDATION N/A N/A `-'4-t \ w �w :,� fl /f/ `.,11, �`` c;'/". . -;t-%;" \ �' Rp ;z FINISHED BASEMENT FLOOR N A N A `:; ��, �` ' '" SEWER INVERT AT FOUNDATION 67.5 67.5 57.0 58.0 ` �:: 1 � ' ' `' x`f ` i \ --1 �,\`,,-,, SEWER INVERT INTO GREASE TRAP N A N A 57.20 N A ~" 11 i `' ;� ' '� �`r Sch olhouse ' _ .c, �' --% , ' ,' t i /J a < `c� Pond �� j' I !.:' " f s�,� r, r' o LOCUS SEWER INVERT OUT OF GREASE TRAP N A N A 56.95 N A 1 \ ` '"`7 `I ` �� % ' 1 '-'' r �� i ", r' ,A� SEWER INVERT INTO DROP SMH 1 62.00 N A \\ \ , f '� , I 'I:•� ' ti Yr " 19 " ;t l � \ r/\ t // `Ir��` \ l' j M- SEWER INVERT OUT OF SMH 1 59.40 N A11 ..,, �, \ ` \ ' �`. / ``� i ; f' \. ! r ! _ TER SEWER INVERT INTO SMH 2 52.00 N A 52.00 •,,, �,- ;'-,,,_ f i -� r SEWER INVERT OUT OF SMH 2 51.90 N A 52.00 1. art/ ` �� ,�; f , " :: ;'^ _�' �� Zm 7 �„ I`-. ,` ` \�` •t i 1. .,�;, i"1 `y n,. � ` \ 1 r••..,._:p , J;^ --7 .",.• ;(• ''' :�'�•r�. '_i'�.r,' F�� p f• 0 Q .,i �` �t:w �• `� t I J/1, �\ `tt , k `x,.,•,` 1 �'Y.y t'J ^.,.�_ "t Y' �' "I V i` E, SEWER INVERT INTO DROP SMH 3 51.36 t ,, _ >,.-• \., _ + ENO n " i - Y. - . i - f \ t` SEWER INVERT OUT OF H .� _ 16 SM 3 _ „. # 48.76 1 �- ..mot - - R }. -rr}•_ - r,• DALE SEWER INVERT INTO SEPTIC TANK 44.82 � (, �r --; - ' I `A /Ir� ��; --_-• i ?t AVE SEWER INVERT OUT OF SEPTIC TANK 44.57 ,-_�_-N t I .,`•,\ ', `�, �•, `;-��`_,--r.\ ` ,c- I 1 /' i/, i �,zg,_ , ;��r+ ' I l,Y,,r; \ SEWER INVERT INTO DROP SMH 4 '`�, 1 - ,-``-�,, �a ! r ' Q� i �.. '�: 75� '• o A ,'r I �c. T 43.50 ' l \ . , ' - _ � { 41 \ 2 /-� SEWER INVERT OUT OF SMH 4 4 - ` �`' 'V , \L - RaP SMH#1�` 1. /- -- -----' �� ',- 3_ .`. -� L�l US MAP \ \ , f:`'`` `� 1 R=6�.O 1'" _ 1 ''a� \X �\, t `. t Y"".;: .v SEWER INVERT INTO PUMP CHAMBER 34.10 ® .� � `�I "I~ ;':_/ r1.-) t '�` , + ;t t I 59:59(IN) --_ I-�''`, , 11\ �f ',\• 70 f' � � NTS SEWER INVERT OUT OF PUMP CHAMBER 33.35 ® 1. ';` I�'r \ ) ; ;' f \ ?I- 9.43 OUT i.' \ice NOTES SEWER INVERT INTO LEACHING SYSTEM 33.50 %\ ; 1, r\ I`.� if ;�; ` I1::), ,, / �! ' t.-,s8 f I4 ti ,� - I ,, _ _ i! BOTTOM OF LEACHING FIELD 33.00 `� 1: \ �' '`i r; {., i ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH - I \ i . \ rn, ,,, r r i l f! _ 1 r„ ! TITLE V OF THE TAT WATER TABLE NOT OBSERVED . ; ! \ -�. > '°-, I, _ ' - r "'r;, .. ,•,; -,,` ___ �..._. ,. , STATE SANITARY CODE DATED � '� .\ \ 1.5� y tiI. __...._..___--_•_..___-1 ,I! j `I MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. '_1 t r '� \ \ \ •� GREASE TRAP11 & , �.j . �, v'�'; ` `"l l \ ` ,. , tQ a' y ` "-i ,. �, / ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING \ i` \\ "I I,-56.72(IN v i s : r' \ ::/' „ / „ \ BY THE DESIGN ENGINEER ;; y a� I r' ,. `t r+,f `,. 1�56:6,4(OUT) t- --; r / ( , f �,^' C � '•, \. QF I\, ` (Je- f` - ` - - ... - _ BACKFILLING, 1 r N, „ a \- ` WHEN CONSTRUCTION IS COMPLETED, PRIOR TO �I NOTIFY THE ENGINEER & ;; '!�, r- r.` I \ S�JIH#2 �� P .\ t /I .�� " - �` j BOARD OF HEALTH AGENT _ _ _ i '`+L, l'' r i R=S3.79 Oc `, `�tv' i+ i .., , J _ _._ n \ ; \\ FOR INSPECTION. 11 1,�1.i t r' 1 I 1 1 \ 1=51.8i IN ss e Q' � � .,,- �I ,, / r ., ,' j , :+ �' i t . t�51.74 lN3 ti Q t ~:/ n- �y�i , r �1. j r• i I I j 1=51.71OUT) AiA ,, �'`` r ' �.,,, %( FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. I ;j + ;I- . I i \ '4; --`` _- ' F -1 I a-?. , t THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN Leachin Area Desi n ' I . ` ` �� � `de•:•...- _� "I. < i ,° r f 9 9 rr._ -- \ APPROVAL BY THE DESIGN ENGINEER. 1r !. t DI�(3P S 3.\ h, _ f! -r _M ..__. "te��a, �` : . _ �,. �;� ;,r;' } s r'`R=5 .53 ti `d "�,� f; ^, -'-- - - Y� ` - ALL INVERTS AT EXISTING BUILDING ARE TO BE VERIFIED BY THE CONTRACTOR \,.,,� ,- DESIGN FLOW IlIN G-.-&_,IUNCH_ROOM_ .__.._.__..._.._...___.._-.--.__ ( A ` % r 1,=52 '$(I ^w ; _ '� - �---- I �' �_ !._1 -, > - �\ - :I" -��' PRIOR TO INSTALLATION PURCHASE OR CONSTRUCTION OF ITEMS SHOWN ON PLAN. (1.2�t&O).SEAIS .x_1OGPQ/SEAT_ .1,s5a_��_.__.-_.___ i i t jf ,, / `' 151.48(IN f 3 ` / _ _ ;'r' �::� `\ --'� ,` ,, / r /,j i%'� -^•, ` ,�`"' ;�.. �, '1_ HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF MENS_&_WOMENS..IO.CKERS.-...-__.__..-._.___...-.____._..._.-..___...-._._ , ` E E E DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF n�.��p �/ r� /gyp /�/���p /��n '; , ; ,� '".' •� / .1.. ,.._ --'"`'•. 5 1 -..-.� -. �hh TH SWAG ._._212._�LL.f.1L[S.S_._..11.._LQ_..UI: LL.L.[]Lf1_=��4Q.._l3C.L..__.-.�_ \ ` _ rid,` f� j! /,ram /r / f,' `"-'wa�'z>-•s -�;,,a.• `• ,i __..- _ '� ``, `'- ' t t, THE SYSTEMS. i� /' ...may �. f 1 11%, \ ` ,,I. I .1 MEMflERS._LOUNGE._-__.50._SEATS..X..20GPIl/SEAT--=�_000__GPD I\ 1 ) i ; - ` t r ` i - I , ,.k WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B HORIZONS ) TO BE TOTAL_DAILY_FLOW = 7.090_GPD_..__�__.__r.__._______..__._-_ - `�, 1 ; -,k i ;; ,i - __ ._- __ ___ 14 . �• ( i r r% I' I / I " 1 \. �.w CONSISTING OF CLEAN GRANULAR SAND, __. REMOVED AND REPLACED WITH ____.__._._ .,______._.-,._...__.-._._.__._ _._. __.___._ t i i / i t' !<:'•" I' /i f, 1' r `` �,\ ,,. FREE FROM ORGANIC MATTER AND DELETERIOUS SUBSTANCES, MIXTURES AND SEPTIC TANK -._.___. _ ' ' , I ! f j f ! °j' I / 1 �" ;' \ `�, �. ~� ^'� LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL ..U5f .MULIL-.COMPARTM.ENI_.TAN.KS.- -R.4T.ONW-._LWT$x1 D=2-0 _ ,, �' I , f r / _ �, 'i_._.' '__._.�_ ,.---_ --: -_ ,dd t t ) ( i-i`�, ' i t \p•r� ,. \ : . -'' NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSES , ..-_2Q..Q0I?_G&--SEPTLC..-TANK-. _. �,?, _ f I -. -" _....___._._........._•-__....._..__•__._......-._...- -._...-____. 4',_ "fir r,. i1 ` ' !` t"^. _. ,, _ _•..ry%.�"�^.. ,._ � ,. /; u _ / ` `,, USING A 4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF 1_st._OQMPARIMENT-2_DAY._QEIENILQPL= J4,1_$0_._GAL - -_ -•-. I , u',--;' lt' `� i / . . \ I . UP TO 459� BY WEIGHT OF THE FILL __... - "`_` •- -_•-, 1 r:; I;t;._}`.', I _ ' �` i \ 'I i ,' - - •_.�_-- - SAMPLE MAY BE RETAINED ON THE #4 2ad._C.OMP-COMP ..DET.ENT10h__=._7.Q9O. GAL._.___..___ ` "� \- � -a_•-- __,_„ i -_-,,: ---..1,4,_j-- ;/ 1 i i '1 - . . -,, l \ , `\,� SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF THE --- t r' I `• - _ . >/ `% ' 1 ;` ` FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE -_..� _� ,! _.______.._.---------..__.________-____ __.-_.__.._-_._._._. _,__ _ t,,f I , 1 ,_� ,. `, , ., Tr e�i ",i '\ ;, THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS GREASE TRAPS UPPER KITCHEN _ ``� �, \+ 1 `�,??1. I;'`-} r ��- ' - •--j _..._--- _ r �� /' / /� �,�>,, JJ� � \ c,Rf ,i ,� ` - -. _ _ _ - a© 125+60 SEATS X 15 GPD SEAT = 2 775 GAL. 7 ;�y �` ;y �, , I, ': i '' - `, i,✓ -.--. -._. .... . SIZE'� . `' i' S SEIVE SIZE EFFECTIVE PARTICLE �.____. ......�_._._..___.__._____.____.__../__._ __.___.__�_._____ ._..._._. _.,__. _. �,. Z' ri' I i` i r _ - 6 THAT MUST PASS SIEVE r `� USE EXISTING 3,000 GAL. GREASE TRAP - \ { �'%' ' '-?/-i _ _. , `` ,` , �_` _ _ i > �, - °` r' ' _ _._. ._� / \ ,/;�,>.,• Sin # 4 4.75 A MM 100� LOWER KITCHEN 5 ' �.._ % +_M _ " i gyp,, 50 0. _ _ Q_.. FAISrx__1.5 CiP�_ _ZQ SEAL,. U 1,. 2Q �L._ _ _ ,D� D. ^ \ \. r:: . ROTQNDQ_..G.IGx1..Q-10_.�.L-00-GAL..-.GSEASIa.SRA_..__._.____ 1 . v �•���•. J ' I �. ,' \ s # 200 0.0;>5 MM 0% 5% E+' LEACHING AREA PER RAT - < MIN IN C I IL �S ; \, y , '- _ - i_, i A \ �� / _. -- f%f,�, ,- ,- ` `\ �.1, �__-__._E__-_.._ _.__ ./_.__ _.__1�'ASS.--.�Q_.__.____.___.___.____ Tj� \ .�; _ ;r ' _.._ '` �/� `�' 4 1 "�. - I r ; + I c, `\, LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND v ,I�TAR___.0.74..._QPD/�F_.._..._.__._._.-_______..__._____.____._.______.___.___ '; 't elk ��ON ''. r cl .'`,�';. 1 1 ( _ i _ V SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE 7y090_GPD/0.74_GPD/S F:___9,581 S,F. __w11� , i i r:,•_}, ,,f c ill,t. I ` A _ --- _.:. �"?J y - _ _ _ as UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. _ _ 1 I - i i ^-----_,�,__23.000 GAL f l 1 . _._--.__.--__._._.__.._--_____._.__-_.___._-_--.----._.____,-__---_-__-___._._--_.__-__-_ `-�: .._. i'10 k fir;, j PTIC.T ,i LEACHING AREA 90'L x 110'W = 9 900 S.F. > 9 581 S.F. F�'T t��a o (•r ;, t -.>-7 `'-~ - `� _1. ' "11 \ SEPTIC TANK NOTES . __.__...-_--_.__.______.__�.-.______....__.._ _,._______.________._______ _ ___ Tq PROVIDED k ' !`" 1 tik ;� ` l i 0 r � . ,1 1 i ® ~ ., ,;.•.,: a� 4_ % \ � �. _ l�� - 46 ., . . p� __ ; ; r f J, l ; 0 ti` . ', J^w ,l, FOR SEPTIC TANK SERVING NONRESIDENTIAL UNIT EXCEEDING 1000 GALLONS .. 1. I r- _. 1` \ 1 `.� 'r '� / ,, PER DAY A 2 COMPARTMENT TANK IS REQUIRED MEETING FOLLOWING CRITERIA: OBSERVATION HOLE DATA (P-10 006 i`\ •` i 1 i i f �. ,% �i NOT MORE THAN TWO 0 COMPARTMENTS FIRST COMPARTMENT SIZED FOR 48 HOURS DETENTION TIME. INDICATES PERC 0 INDICATES OBSERVED "` .� t �, , j ,� 1` r' �, M``11 �' -�___ _ __ _ ' `.t �' _._.._ E TEST = GROUNDWATER -` = ` ''-- •4 ' - �i.2 M �' ''- lr ` ; `r \, SECOND COMPARTMENT SIZED FOR 24 HOURS DETENTION TIME. ..' .�" \-•' Z i ' ( 1\11 ~`�.-. \ �,` `/-.'r:'"... _ 1, .4 r. i. -_ /•,.� gyp. TEST PR 1 GRID. EL. 43.5 TEST BY: JOHN ELLIS ' � _ ter;', ._ ,�!,�;4. �/,1. - ' -- ._. . .._ _- •-'- - 11 THE COMPARTMENTS SHALL BE INTERCONNECTED BY A ,4 (MIN.) i `- �. _ a4... (P-10,006) N A FN ARRIN ,TON '. \tt �``` " - --- r ... j \ DRQP SMH#4 f r .�.-' y VENTED, INVERTED U-SHAPED PIPE WHICH EXTENDS BELOW GW. EL. / WITNESSED BY: r' `" ``'�`• -... R=4,4.62 �'I. r,�'" (., BOTTOM OF SCUM LAYER ' �," � '' -,-, \'`. "- I=4S`43 IN DROP) - -, DATE: 8-7-2001 MOTTLING. EL. N A BACKHOE BY: i 1. •=` �lzl<, \'• 1=39.�17(OUT) �;� THE COMPARTMENT INTERCONNECTION INVERTED U-PIPE SHALL BE EQUIPPED . \ ., \ \ \ � �" _ _--- --- -- - WITH A CORROSION RESISTANT GAS BAFFLE. ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER , \ ' "" 2 _ \ DEPTH HORZ. TEXTURE COLOR MOTTLING l t, : .-':::..+_, 1 } -` :. 24 1 ' \ '/ " _ /,1fr ;�" ., ,,. 4 - �` Hyannisport Club 43.5 6 0 NONE �, �,, (' - t \-; 11 •-.- _ 1.1t 42 3 15" Ac coARSE srw 10YR4 3 NONE ----- -- � ,� - ' .- -- venue :,�-L % v ----- N _` _,', \ ■ 39.2 52" B LOAMY SAND 10YR5/5 NONE ;,.: r' _\. r ; �'' _ .. �-,---�''.r --- '\. ••\ 4--,.,. . -' , \ --- TOP OF PIPE _ __ i HyanhlS POrt, Massachusetts 33.5 " FlNE-HIED. \ \, `-1-�. \ \.-e '} � , r � ELE4- =3'4.34' . 120 C SAND 10YR5/6 NONE - \ \ ,.-� I I .-tr., . t ��-..-� �,� ! } I l i I _` PREPARED FOR 11 '�-"_,.- -\ N ., l• f _ .____-.. _._ _-_ - y '1 a'rt 1'IaJLI',ai5+ri�`'�•�c }�g,�" ■ ■ ■ ■ ! a; � � � ,` �.I _..:, Brown, Lindquist, Fenuccio & Richmond 1, U J� * _. _ 64 ^CI41L s BOTTOM ZONING DISTRICT: RF-1 .i I i ! rn rc y �v - -•3�-_--. No. ,j I"1 WATER OBSERVED O PERC RATE <3 MIN/INCH OVERLAY DISCTRICT: AP --_� i 0 - �\�.- �' TITLE ' BUILDING SETBACK REQUIREMENTS � ) i i ` -,, / - 11 �� 4 " A ■ 44.1 JOHN ELLIS FRONT = 30' SIDE = 15' REAR = 15' `% ��- ` ,? :c•', r/` - O smBuilt Of Septic TEST PIT # 2 GRD. EL. TEST BY: ,' T P of PIPE' ; p c System (P-10,006) GW. EL. N/A WITNESSED BY: GLEN HARRINGTON '`l_• -- k\ TOP o 1PIPE / /` , � 512. 3/02 ASSESSORS MAP: 266 PARCEL 31 � 1 ''"% ,:,- •-'�`"" ELEV. = 33.7,6' r 11'-�� \ F. 8-7-2001 MOTTLING. EL. N A BACK HOE BY: DEED REFERENCE: CERT. #1910, #2721, #7265 1 \ 1 / COMMUNITY PANEL NUMBER 250001 0008 D l c` ,` r, \ i '` DC1XLeT, Nye & Holmgren, Inc. _ '-- --- --- --- - _ �' 4, ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER F.I.R.M MAP ZONE C , \ =_,.. r "' .�, ` \, Registered Professional DEPTH HORZ. TEXTURE COLOR MOTTLING ` \ *•\, -----. -- -- - i ,� ' } Q.Q� ` \ \ 43.6 6" A NONE -` 1, t' '' ;r t �►c Engineers and Land Surveyors . " " _. . ., . _ - - •� __ ., \\ 812 Main Street,Osterville,MA 02655 EXISTING SEPTIC SYSTEM PER FIELD LOCATIONS OF ` \ \, . 41.1 36" B LOAMY SAND 10YR5/6 NONE 7/12/2001 AND INSTALLERS CARD (PERMIT #85-895) �, -o TOP OF PIPE TOP;oF PIPE �,:,,_- Phone-(508)428-9131 Fax-(508)428-3750 -\ _._ _ •_.. ....�15.Q40 GAL G ELEV. 34.34' ;r. 33.67 124 C SANDY LoaM 10YR6 6 NONE LOCATIONS ON PIPES ARE APPROXIMATE _ _ --_ - _ / �'. ELEV. 33'77' " �4- - PUMP CHAMBER--_ /,o \ ' Email: A , cholmgren.com \\ . QJ \ i _ \ j SCALE IN FEET BOTTOM _ 11 '�- , '`\.__ _----3a-- ___ � /- f ,\ \ 4 , ` ! s" SCALE: "=30' DATE: 4/02/2002 1 - + ^` TOP OF PIPE WATER OBSERVED ® N/A PERC RATE N/A MIN/INCH \ `. s ._ . -Fla ELEV. = 33`80' \ \ t`II -_._._ / REV. DATE: REMARKS ' \ , \ I , Cmi \'' " ` \ DRAWING NUMBER i v % .. i d - - - y v, t� civil lot 200084SP +ic wg _ . ,\ H 00 , , _ _ \, ,- \ u Y S UI 11 „ . .: �, l' .:..o .:.,ro+.urr+.rN,..,w:+..nstvnm,+es,r..� rr:., ur av�u.. .'cam., rw.. ++ter. wry, h, ���- �w.�� :wr�1' ....., / \ \ r ..,,.._.....,___,_....._._,_»......_w-_...-....,....,.,._..,.,._�..._..-.... ...-..,..--.,.- ....._,..- ....-..,._,,,. ....,_.�..,....,.�.,-_...,,__.,.., . .. rrrr■�sr�.■rvs.r�rarr+.■r.:r•.rYvu.r:w.w.rceau.vow„�u:rev:.r:aar::Wx„ �rrv+. ...•r =.,-'.wttiH' .•esvr»nz..vwraurrv..nisr .,- _, • { : ! l 1iI / M��'� l » 50I1Cpwse It � L �.Lj I i I�1 I Sunset M Hilr � (�� f� ,+r$ Squaw .Island o Ile + ,• • $4 I ., _... �I`I - .- A_-_•* „ * yr ..-... y ♦ + * .4 Oil PU E j ;• IMA►RCNA►NTS I ; 25,vaD �i �1 MILL i POND 804 719 1 f � i yG 1;4�' ~.J OJT j Go i S• M s- A I Ar TEJJQIS 72p �rLiDW111�ISji�dr10/� (�l -UIIJ(,. ` -713(�,PD/1coo All f *X U;G M1�IMUKA 14 + I '20D x 0o 'A0 CPI - USA l"jRD CSC_ ♦r ' / r 4'7 1 � 46 � 1�c�d ►�1C, �rzv�- (2�l�lJtYL�'�� I �► c ; - 'ZED GP`D d� `- �= 270 �=' ' I o ,� I � � • • use L��a�i� rz�-i�.i c� �_ 2_,�c,n_. _ vc—:aC 1 �rll� 'LMIr.I CFSS **'� � / / �• sue, oNa.� • •p- 8881 C► 0 �=IS t•Cam= Iq �vu►J2>AT1 nN A A SG 40 d Ivp 14 1YJ m Ua.r 14 Ib Ibig Z IL'4 Sit 'BAScSTV WE TApd.- 604ese _ C 77VEL0PF-D RZOP Lz Atz�G r--uoposl:c) SIC sy�T t ._'I'-'�, fir./ , "•� i C � 6 4 , • t 1'.. , , 1 !" n ' A Y.�Y 1 ' � M� 7h e p' R 1n ... ' • 1f^ , I ��' \ ` • Ic " ✓,�♦ f 1" r•+ ' Ir� C r� .r'_ '� P r.r.,.rt ' !_''� � .._....., .�....:.,...•-. ------r1b`-!-' Tj am N� � �frra•F' dr7� Q�►7 u�}. ^`- r �/ � � /• pro ' 1.� TQf ^ Gau1T �T1oN wrr+4 AAA 'raN6 - - ti MEAT" r i !OF tf 5 ;p)K 15 raE TLmrr Ik iFLU OF IF-9014 Ar WA L4,� _ �~ -� - —',, • . ,,. �,� Q _ _ _ o � Ny���l i spa�l' G 1_U E, i N BLA Aip ;— �+��#i�l wjl`-- �X`f� f N� I�C. k�cy.�, 2.1,IQ9`1 IF or ,;:;�1 . ,� -- .... __._. _ �..'7`,"". ,- r--, .��.:,,,,;_:. -'t --�►� PSG-IST '.E:� 1.��1D SU�/�`�Ot�S Ca y1 Of ' �7�I'l,,r• K f� •w;ru JA u 5i3M`t 00.29733 A. OUTER M CIVIL W irMwAIA A �I LEACHM AREA REM EARENTS (Office) NITROGEN LOADING LIMITATION: NA SM LOGS DATE Ot-OS-08 P-12,068 COMME%W-. 30 LOCKERS BARNSTABLE x 20 GPDf LOCKER TOTAL DESIGN FLOW - 600 GPD SOIL EVALUATOR: BOARD OF HEALTH AGENT: - 7REA1mDff VANES STEVE WILSON, P.E. DONNA MIORANDI, R.S. SYEM REINFORCED TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 PERC RATE _ <5 MIN. j, INCH (CLASS 1) CONCRETE CIM (4.00�0APS 4 ON G.S.E. = 23.8 0" G.S.E. = 23.6 0" G.S.E. = 23.0 0" G.S.E. 22.5 LIAR = 0.74 GPD/S.F. ,•cN AMFER MIN. LEACHING AREA OF S.A.S. REQUIRED: PRar•osEO W. Ap ; 10YR 2/1 SANDY LOAM Ap ; I OYR 3/3 ; SANDY LOAM Ap ; I OYR 3/2 ; SANDY LOAM AP : I OYR 3/4 ; SANDY LOAM 600 GPD/ 0.74 GPD/S.F. = 810 S.F. MIN. ._. caNa PAvaRorT I 10r 16r gr 8r °° .A. °o B • 1 OYR 4 3 • SANDY LOAM PROPOSED SYSTEM: •o0oo t., .d; Cp o o:o°g °.4 0 �4; . o ob .. O ob o Y o 10YR 6 6 SAND LOAM Y LOAM B °Y 10YR 6 8 SAND /B • 10YR 4 6 SANDY LOAM B • 8 / / 6 N PRECAST CONCRETE FLOW DIFFUSORS � °• 0 8 0°.t o� • °o ,° 8°-°°b _ o 0 0 ,° • " WITH 4 OF STONE ON SIDE, 4 OF STONE AT ENDS b 00 • %: r o •o o° - o 00 o o a o0,00 e a o 0 2 14 19 18 r 8°• •4 • .4 ooP �° •°b o r a o 0 a SIDEWALL AREA: (56 # 12)4 x 2 DEPTH = 272 SF o� °,° o ; . o°• oa C ; lOYR 5/8 ; MEDIUM SAND C ; fOYR 6/8 ; MEDIUM SAND C ; 10YR 6/6 MEDIUM SAND C ; lOYR 5/6 MEDIUM SAND BOTTOM AREA: 06' x 12') 672 SF �°� 6 INCH �� w°b 8°°• C;0 0F� 40- $ 00 08 + +°O'� S�M ��� CONSSIM � TOTAL EFFECTIVE LEACHING AREA = 944 SF b °off 0 0 e o ao OF WX DENSE GRADED CRUSHED ST0K AND c '� tb°�° °• •4 8 ° O ° 85X CRUSHED 5701E AND SLTS. 144" (ELEV 11.8) 144" (ELEV 11.6) 144" (ELEV 11.0) 132" (ELEV 11.5) SYSTEM DESIGN CAPACITY = 944 SF x 0.74 GPD/SF _ 698 GPD P•° Po;, ° ° 0088 - , eY 2W DOMM AND 9DCKEIB Ck ° ° ° o ° o TANK SIZING. 600 GPD x 200x 1200 GAL $�BE sum AT ENDS Or ALL CUM SECUM,USE 1500 GALLON TANK MIN. COMPARTMENTS �• ACCORDANCE VM MANW�CROtO s oo11PAc1ED sueoieAOE COMPACTED GRAVEL �' e' RDCOMtHENDAiHONS , 611M1NOUS SutFACE C MIX BASE (IWH. - _ _. PER McHD M3.1,.03 TABLE A ' ......_.......................................... Cg/,AC1Ep n'~' e 0�&.';, '� `''lt�'o 2. NVA100A BASE COURSE/��Bt y.• Q>r ld .•O ,j SUBGRADE « , PER IeD Y3.11.03 TABLE A ,�s�ya�r:'j , ,�.:>.�'-��• ,2r GRAVEL BORROW MT.03AL VPE A OR e LEACHNG AREA REOU REMENTS (Storaoe) .: oR RECLA.Eo PAVEMENT BORROW M1.,,.0 NITROGEN LOADING LIMITATION: NA JR. �:.: ' ; ::►, w.i'Y 1. JOMTS 6E118EN PIlE1CI1ST RM1s BE 11pH1LY .q! NO WATER AT 144 (ELEV 11.8) NO WATER AT 144 ELEV 11.6 NO WATER AT 144 (ELEV 11.0 NO WAT>=R AT 132 (ELEV 11.5) 1AL1. �• r " BUTTED 0/B' YAX) ASM 1rME ED J.T AS ICY. PERC 0 60 (ELEV 18.8) PERC 0 66 (ELEV 18.1) COMMERCIAL' (TWO BATHROOMS) s. II RATE= <2 MIN/IN RATE= <2 MIN/IN ' f STANDAM DLL FI Cmo c pAVBMW ooHr•Ac1ED 9UBORME CLASS I SOIL CLASS I SOIL TOTAL DESIGN FLOW = 300 GPD _. f f PERC RATE = c5 MIN, f INCH (CLASS 1) LTAR = 0.74 GPD/S.F. o- PRECAST CONRM OM FW) ILTs MIN. LEACHING AREA OF SAS, REQUIRED: o- N " O A CONCRETE PAVEWIT SECTION M.Ts MAVEL PAWN SECTION KT.s 300 GPD/ 0.74 GPD/S.F. = 405 S.F. MIN. 4u L1l1'T�AIL 41e 007AI!_ Teo f�l�TAIL PROPOSED SYSTEM: CONSTRUCTION NOTES: 2 - PRECAST CONCRETE FLOW DIFFUSORS WITH 4' OF STONE ON SIDE, 4' OF STONE AT ENDS 1. ALL SYSTEM COMPONENTS SHALL BE NVSTALLID IN ACCORDANCE SIDEWALL AREA: (24' + 12)2 x 2' DEPTH = 144 SF ;, WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, • 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN. & ANY BOTTOM AREA: (24 _x 12) _ 288 SF TOTAL EFFECTIVE LEACHING AREA = 432 SF LOCAL. RULES ec REGULATIONS APPLICABLE. SYSTEM DESIGN CAPACITY = 432 SF x 0.74 GPD/SF 320 GPD 2. ANY CHANCE rD THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED TANK SIZING: 320 GPD x 200% = 640 GAL WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. j USE 1500 GALLON TANK MIN. (TWO COMPARTMENTS) 3. WHEN a>NLsnRucTTON IS COMPLETED, PRIOR TO e�wc1cFILL INc, NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER j FOR 1N5PECTION. M 4. ALL SANITARY DISPOS& SYSTEM PIPING TO BE 40 SCHIED 40 PVC. UNLESS OTHERWISE`NOTED'HEREIN. 5. EXCAVATE UNSUITABLE MATERW. AS NOTED. TO THE •C HORIZON- . FOR A HORLZ• DISTANCE OF 5' SURROUNDING THE r LEACHING FIELD, AND REPLACE WITH CLEAN SAND._PER 310 CMR 1 -THE SAS r �_ __ .255 TO-.THE -TOP ELEVATION "OF ` S. INSULATE ALL PEES AGAINST FREEZING AS REQUIRED WHEN TORAGE A r N 40 8 ':: _ LESS THAN 3' OF COVER. DESIGiN SCHEDULE (ADMINISTRATIVE OFFICE) ELEVATI N DESIGN SCHEDULE Cs ) ELEV T O � - .....•,.ram, �. t =,.. >..� •: r N ♦ 7. �j�J; THE,CONTRAC'1OR SHALL CONTACT DIG SAFE (AT 23.0 . 16.• - - 1-888 DIG AND, UTILITY COMP PROPOSED D FLOOR Ames To LOCATE ALL O E EXISTING FLOOR 21.6 sAF� SEWER INVERT AT FOUNDATION 19.2 SEWER INVERT AT FOUNDATION 19.0 ¢ i EXISTING UTILITIES. AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SWILL DETERMINE THE EXACT SEWERINV I 19. 1 18.8 , LOCATION. BOTH HORIZONTALLY AND VERTICALLY. OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF SEWER INVERT OUT OF SEPTIC TANK 18.8 SEWERINV T OUT OF SEPTIC TANK 18.5 PLO n�mz+ FLOW T ITT DWING UNDERGROUND UTILM ARE SHOWN IN AN APPROXIMATE SEWER INVERT INTO DISTRIBUTION BOX 18.6 SEWER INVERT INTO DISTRIBUTION BOX 18.3 p PLUeil� OF CONQR 1 r, i'LO n DR r v SORS WAY ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND NO SCALE HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS SEWER INVERT OUT OF DISTRIBUTION BOX -18.4 SEWER INVERT OUT OF DISTRIBUTION BOX 18.1 REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY STORAGE BUILDING RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE SEWER INVERT INTO LEACHING SYSTEM 18.0 SEWER INVERT INTO LEACHING SYSTEM 18.0 BY THE coNTT�ACTDR's FAILURE TO LOCATE THE BOTTOM OF LEACHING SYSTEM 16.0 BOTTOM ;OF LEACHING SYSTEM 16.0 urnmes EXACTLY. 1F ELEVATION INFORMATION DIFFERS FROM PLAN ' �� _ INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROMNGS. NO GROUNDWATER OBSERVED TO ELEVATION 11,E NO GROUNDWATER OBSERVED TO ELEVATION 11.0 VERIFY IN FIELD THE LOCA71ON / INVERTS OF ELECTRIC, GAS. ¢, TELEPHONE & DATA/COMM AND RELOCATE 1F CONFLICTING MATH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE :r e. CONTRACTOR SWILL PRESERVE ALL UNDERGROUND UTILITIES AS �. • _.;• REQUIRED. :Ya.ti •• � Al "r• ••~ +0�'' 10 ..r 6 UNITS 8' . ,. ._•a: . \•,... °�:. ..•- ,. :�.:: I�archant's Mill Road Hyannis Port Massachusetts 48 .�_ Hy � 56' ,. PREPARED FOR a Hyannisport Club PLAN OF `CONCRETE 'FLOI� DIFFUSORS TIRE NO SCALE P New Maintenance Building o�ICE aUILniNc . roposed a 9 TYPICAL SYSTEM PROFILE BAXTER NYE ENGINEERING & SURVEYING NOT 'TO SCALE IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE C09I�R dt 0 CE A STORAGE BUILDINGS FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" PROPOSED CONCRETE COVER �<;1- FIVsm FLOOR BELOW FINISHED GRADE F,... ;' Registered Professional Engineers and Land Surveyors sTDRAr>E el nc. (ADJUST TO s BET.ow GRADE) MANHOLE FRAME AND a 78 North`Street 3rd Floor Hyannis,Massachusetts 02601 23.0 . COVER TO,GRADE WASHED�" � � y , MANNOLE COVER FRAME . • • FtMSNEO GRACE OVER rAxTc • (IF UNDER PAVEMENT) ED .STONE ^, ' GRADE OVER D. BOX - 21.5 t Phone- 508 771-7502 Fax - 508 771-7622 c;rbiDE DIRT lf,A( W srs W • 2Z0 3 min. /� 2 'n r n 9 mH Cove ,. � > FIRST 2 l•� BE LEVEL) :z• x� ,y.^ 20 0 2O 40 �- r 4 SCH 40 PVC r 36 (fTTOX) Cover r • +r #,06a�.�.4y!T'4�a-y i (TYPICAL) 4 SCH. 40 PVC 24 12 :-sa,.., r+� . H� -'iz=3r" c �•+e%ti �'� EF�'ECTI►L SKr °G�i ��i> S>'' •7:ti • • -MwtG�1bN 2 �.,"�•.►/ i.;..v,t tJ: e:7I p .;• .,�> ".N '• ��J a 4 40 PVC SLIfrP Jan 7. 4:•.�..•.. ,,. r , .N+• .. ••••J CONCRETE F10N► DIfFU90RS Y w fi r +. t: 11�1. AEM Wffi7::j0:==TC ' _ . .... DEPTH 12' ����.���>r ?..•.•�x, r. � ... ,,,;, ,,� ..�>�..� �j,,,.��,� cis 10 q TEES INSTALL J. o _ ��yyr�V..M: ;..'•: • ''i.. riJ•►n• t. .• f•:. a f•• SCALE: � 2� s SCALE I FEET '�+ ' GAS BAFFLE :• •. ♦•• . �. •+ 4" DIA. PVC ..h,.y t.� i'Y , �, 4 F . `•l' ' 1c•t': .1•. ' '.� .' •.l +�t•g,�•I ♦ ..:� Yi;..•'.Ili+• +...,.. � ` C i ♦ ,. „Y 'R c r•. .. a BAFFLE n ♦. CONCRETE Z is •..a� •, ,�,•., r r r ,•;- ;,�. .,• ,; :�•",, ., e .• - DATE 4-23- 8 • .CONCRETE LEACHING CHAMBER DETAII. 1OIE EL 16.0 (H 20 LOADING) O CL 5' NO SCALE 1,500 GALLON TYPO COMPARTMENTSEPTIC TANK DISTRIBUTION BOX FLOW DIFFUSORNo Groundwater Observed O Sev. 11.0' OFFICE do STORAGE BUII.DINGS H-20 H-20 H-20 1 5Aw /31 ADD OONSiRUCTIN DET LS2 ID NO. t DATE REMARKS DESIGNED BY, ICHECM BY, ORANNNC NLIYW • 0: 2007 2007-063 CML 'DESIGN 2007-063PS.dw 2007-063 C G t. - - . •� �t ' PROPOSED 1060 - SZ GENERAL NOTES �; - 1'd' � >� GALLON LEACH PIT MA1H 4' OF/ x 24.5 _ -- W- TRU TION NOTES . �; i,' t,Cous �;:/' l R -FIELD'ADJUST xv�,4 �' 1.) THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK ��� t � _- •' a{" . � �/` r 12' INV.=t7.9 25.E AT LOCUS. •, +' 1. ALL MATERIALS AND METHODS SHALL CONFORM TO MASS HIGHWAY ' '; ' d~ • . a a5.R DEPARTMENT "STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES" 2.) LOCUS AREA IS COMPRISED OF: EXISTING 2" FROM �� LATEST EDITION. PORTION OF BARNSTABLE ASSESSOR'S MAP 266 PARCEL 031 ,I e , t _�', 7 METER PIT -ate � . �':' `�r ca,rx.� ;, ,, ( r • "l . ,. 2. ALL STRUCTURES TO BE H-20 LOADING.EXISTING 2"x2"x2" TEE OWNER: HYANNISPORT CLUB r 1 ; •• ';•; f EXISTING WATER SERVICE ,\ HYANNIS PORT MA 02647 a• Y ,'' ' C' f-: x ijy CERTIFICATE OF TITLE No. 7265 Bch PROPOSED CATCH r I N F HYANNISPORT CI_L8 RIM N 222 24.6 S �0 og'4 ! ' L.C. PLAN 18925 A •i t ' "� I n • ` 0. i L.C. PLAN 120?4 A SH 1 OF 4 3 �� 9 b 12 � ;,dC ., . �.. � \y,j �, 18.2, _ .... 6 22�p , + 3•) ZONING INFORMATION ,�,� - b // ,' EXISTING \ 9 , Hill,, �t .i HYANNIS r 2" CURB ar ��` t ZONING DISTRICT: RF-1 , ,* - . 3 , w J!1 I a d n * * , STOPS 1 OVERLAY DISTRICT: AP N AQUIFER PROTECTION t x 2 � 1 3 2 ?y 1 �' �, MINIMUM CURRENT ZONING REQUIREMENTS _.N - 1 � �g•35'20 E MINIMUM AREA: 43,560 S.F. MINIMUM FRONTAGE: 20' LOCUS A NAP scale: 1" = 2 o �y<r�/ , NI 3� . . r ' 000 , ., 4 ` 1 ; PRO 2 x2 xt TEE / ---- ; ,� 21 21.8 155 22 MINIMUM WIDTH: 125' WITH 1"..CURB STOP ( `�, 1 , - FRONT YARD = 30' SIDE do REAR YARD = 15' PROPOSEDJ 4.) A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE Pt.��,1 �ELECTP,IC RESTROOMS _ __ 1. _ x '. . �� 1"-WATER tEE9 m t`,' P , ?__.2 / O 1 x3. t\ BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. r METER _4,t3 O o . x 2a,0 �' ,- -' 5•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON {i iUND d 4�l E?f 24,4 `� _ 1Q' r i , 22,8 00 Cl) ABOVE 1 1 t CURRENT AVAILABLE RECORD INFORMATION CONSISTING r vo/ MU �1 ail, ` / I/ NK 4"J ��' - f jrr x 2/6r `\\ �; } OF PLANS, CERTIFICATES AND DEEDS. THE EXISTING c f c.7.F 2 , 2 •8 Cps GROUND , �. / - FEATURES SHOWN HEREON WERE OBTAINED FROM AN 24� .3 HEATING 1 %;.. „` I /__------ �__�-/ �= �\ 1� 25.� raid TANK, ( f x 2�.3 I ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER CARAGEr �a�� 4 4, 7 r / x 24.1 C - - ,_�_ 3� r_3.1 ,I t I NYE ENGINEERING do SURVEYING ON DECEMBER 13 r�aaR �6J 2 O w'�;, �� - THRU DECEMBER 15, 2005. 5,4 c4: e� x 23,9 / , t y , , T / lye to' 1-------t._. - ' + , ' ' PLAN REFERENCES: '3.7 N. ` �'� /' TE ,11��`� i I ! PLAN BOOK 117 PAGE 35 , , , , , i t _ PLAN BOOK 64 PAGE 11 G l t PATH , , ____` 'i i i I ; , , if x PLAN BOOK 289 PAGE 97 PLAN BOOK 85 PAGE 35 d i / + 23 7 LAND COURT PLAN 18925 A x 2:. � 1/ {1u i t `� ` ; ; 1 ; i i I i PETITIONER'S PLAN 18925 A Y.; LAND COURT PLAN 12084 A N/F H ANMSPORT �LUB ` , r:. � x P � i t` ` �J--'�✓��'�"�`1- s• ' i r r G qA 24 LAN 1 E�9,5+A £3,8 ) COMMUNITY PANEL NUMBER 250001 0008 D t` Y `._ ------- I ✓ / / / / , THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES, i, ( /I 1 7.) WETLAND DELINEATION x 2 a r ''`��3.'1G , �,1/ � STING 2 x2"x1 TEE, PERFORMED BY SAMUEL HAINES OF ENSR '. i ? ' GARA. F 'iZl " ? y' 1 " I r'' I/ I/� I' / I' I' r I' + " R M r , 22,. s EXISTiNc 1 CURB STOP + 19,9 , - / x / , , / , INTERNATIONAL ON 12-14-05 AND DONALD SCHAU_ OF ENSR 000,, ; 25.1 DLLs _____.f ON 11-15-07. F4,7 1 't 25,c 21.3 "�! ,r-' // ,/ ,' /' / I I I / e:6 8.) PROJECT BENCHMARK: DATUM NGVD 1929 d " 2 r RM 14 �► FIRM MAP 250001 0008 D x 2 \ \�s 1.2 "\ `' - J ; r'r rr" /' / /` II / ' ✓ HYDRANT BONNET BOLT O ENTRANCE OF I ' x ,>.3 / .21 - , tI I I HYANNISPORT CLUB AND IRVING AVE. EL - 66.66' .�' X -f 3 '3:9 , / CH PIT , EXISTING 1" SERVICE '; I I r �*� ,� MAG"NAIL SET IN,' PAVEMENT (SEE PLAN I r, �" / TBM: • / / ,,>' /!�,\`' �; t ,�.Jf�/�] ��.d� L .q�T} .4 -.7^1vr���G. / ri)SH rr r,/ - Y ti Z x L 7 N '�5 `t ,, /� �' ' G:.;:.. dN /pf`^R /' r -� f1{/tIt/JI 'l roly , I, ` \ ..,,./ /rr' r ' /4/ ' // / !' / / 9,a / r x - / 3 7 WFI 10 9• UTILITY INFORMATION SHOWN� HEREIN: . „ ��• /' /'i ,;: .s.-�'✓ "f- .- '' `''�.�316 � rr'° .\' ( 3 Gh'q>Vrc�C/nfG QOO r 2?Lr , � •'r ' �' r-' ,/ !' OSPREY POLE ` i r:i✓ ! r. �� k ��- 1 Hp� , - --.ry r' / // / ' 9 LOCATION OF' UNDERGROUND UTILITIES ARE APPROXIMATE AND I " "' > _ - •� '1'Y SF / , I/ MUST' B_E ,VERIFIED IN FIELD _BY..THE-_CONTRACTOR_AND -APPROPRIATE N PRIOR TO CONSTRUCTION. , . -'. ��' T � yP1,2 20s •., r - rr r r , ._ _ UTILITY COMPA TES... ANY. 21,,1 �' \ ? �� / j �r -/ r , ! / / 8.4 ' / /t.) Z,� � / ! �`^ � \ `� 9 / / ✓ / 21,_ / -- SAW CUT AND ; I1.4 - ,' • / r , ' wF a DEMOLITION NOTES ! 2 ,% / �\jE` 1• 0•a �IA-TCH EXISTING / ' /} �J r '/V�►) // • 1 1/ au Q� 21,5GARAGE \ .' ,' . . / x r'�0 r n DOOR i' ,' f ,� / �+ ,'r /� lay 1.) EXISTING METAL BUILDING AND FOUNDATION TO BE RAZED AND ti iAL / \ f / / ,/ /' DISPOSED OF OFF SITE. 7 z \/ rrrr // / �/' / x 8.6 x 21.6 21,2 a r. / ,: / _ 2•) EXISTING FUEL TANKS (BELOW AND ABOVE GRADE) TO BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LOCAL, STATE 21.7 1 Srop 'ELECtiR,/[ Q� \�\ .' �' , , ' BRUSH fI ` Ault D1 woo[) METER / ,"`� \ram '�„r rr r- / 14,�.Y r-' .�/ / , - �. 1 AND FEDERAL REGULATIONS. r_1.7 G Al O � r ' , 21,8 216' e I �� r' ,' /'r 'Y F / �, P:5 e • 3.) EXISTING BITUMINOUS CONCRETE TO BE DISPOSED OF OFF SITE. ,2,4 + t , 4 qua r_ -. , I ,l / 123 0.5 I/ 17,- i / I CB FNn t t` ,` y / ' �/' / ,r / // EXISTING METAL (BRKNa` - t; 22.5 `\jI �• / ,f 1 'B E7OSTING 1' CURB'STOP / ,/ ;f ,,� / ,/� ,,' 4•) CARD DATED 1971. BUILDING HAD TWO BATHROOMS, AS PER AS-BUILT -/ t/ I \\ \N � / +, Ii / , " / rr r, j! / eF �/ WF 5 �Ulc z6.4 f STING 2%2�'x1 TEf ! f / ,; ,� , ,' 7, Marchant's Mill Road / ry + 00STiNGA 04 STOP/ �, // '// 8,7 'rrr / � ' � � AL Hyannis Port, Massachusetts rr 0 i / 1 AIER SERVICE /,0 0 + / /' ' 11,9 ,1 '� QV ,�' 4 PREPARED FOR ,9 1 22f` ;% '' 16,6 / /, ,; Hyannisport Club Ir - i / �p�•� ' I / ,f i ' 11 TENNIS d AUTT r� ,! x 10.7 TITLE , __ l 1 / / � � ,' , ,' / / r 10.� 10? / / !' WF 3/OlD B-7 ■ , l �,P #_ // , .7 ,, `I Proposed New Maintenance Building n, TP , + �, / r GUY bs"RE5 // 8,5 /r i t �ll/c• •'- ■- - / E 23.3 R E i ti i I ,� t r I o / ' ' �� / , / , / t �!! i 17,1 r+ .v / ' 'J .' 10,2 / s /' 8,7 , / I I' a i I i i ,r 'Ir ,• �' / /�,' / �, �> l r! ` WF 2/OLD B-6 r A _ A . BAXTER NYE ENGINEERING & SURVEYING ,, X i 14,7 14 ►'') / / /� 8J /, , 23,1 STONE PARKING AREA ' i i I r' lr i ( 14 0 / ! BbROERING VEGETATED >E 23.0 i i r' ,r ,rr r I ` f K 12 3,/' �v ��1 / i /�� i i WETLAND y t , r , ` / `. 1 / , , , Registered Professional Engineers and Land Surveyors 14,3 78 North Street, 3rd Floor,Hyannis, Massachusetts 02601 p v Phone- 508 / 771-7502 Fax 508 771-7622 OF 2 3.1 r r M nJ / r `�r ,' 1 14:6 f' 11 // •'r 8,8 ' '/ t� i/* B-5 S Q� PHMARCHAN W��y MILL 20 0 20 40 12.71 �, ss,! \ / }1d"i /! 12,s I' •l l 9.o SCALE IN FEETF 0 IN' D 7 b �'r r 1 SCALE: 1~ = 20' lQ ��i: � / B-4 ''7 1 Aa Xy 1 ,c I /< • fr^, / ! / 7.1 41 10.9 t 7 >� DATE: 4-23-08 / + l ! ,� r CF3'/FND � x �x g'r� i � 7.2 ,c•�v�Ap ` � � �� l V-3 - J 10, \ ; i ooC` _6 4 SW /18 REVISE TAMSERVICE DETAN S \ , 1� � . 41, '' 10,4 �` % � 3 SAM /31 REVISE DETANS/A00 RIMIP � RETIRaOMS N,/F HYANNiS'PORT CLUB \ 9, \�\ ,1 i ,/ •'• 5.4 1 $ 6 4 REVISE WATER SERVICE 0 I • 2 so /10/ REVISE NOTES L.C. PLAN 12084 A (SH 1 OF 4% 12•rw, / 2 `�\ 8,6 i B-1 UP' t�, / '� ✓9, to � 6.6 N0. BY QATE REMARKS' ✓ \ \\ , + k ix 5.1 7,9 + r HECKED BY: DRAWm NUMBER x`g4, x a,3 �' \ ,• 0: 2007 2007-063 CML DESIGN 2007-063PS.dw 2007-063 1 � / ' 13. I ' snc y 10 1 I i F4 FL4� I srx WEE � k ' Jill j Ft.-• �l-= �1C'`.a raw% .�.v ,' t 1ay. ,u� 2c' �' ma�a�- TAT' 5/Iz/93 eXIS717Jb 41,0Wbv2.. • 3G,4 9 G l o ono �� Sc. 40 -�' �, F�r Z-1 E1.-z� CP a 6OB-Sol t 25,4 u� L�. VOL F-i.A6. �t.4T10N ANy 5EP1•IC. -OMT��94Y 4 :r MOZE -r4AN hIG•SAFE BERM SYCA-VAT114y DEV&DPE.0 Fto'LE AL006 RzopoSCD n o sc a/e Iw WaT . ,I St6�.1 VAI-A `� DS STn Ze- S L pv too SF PL4 L A N't.� a� - z.t 14 5F t o6o i pA i�Y Fig w - l o& IN SC.P71 7-A 4Z - 104, �( I SD /, = l5`} 6PS7 � v�j TA IJ L.•� �NYM>�j 1S �oei') /V 1 `�-�►�, _ USE o0o GAL, TAN4.. C�2o� Ra L 1 kV=, AOEA t/, 1- 10 oo 6AL t_ P. �la'Lo� ''�f►'smug Sl TDEWALL. AZeA = l50 ,, t' x Z S = �S 5GA(.� E *z O �ATC-' MA,-4 i4, l9q'3 7E--e:,T roAA Atz F� = So sF -SAXT�Z_ E itJC. x l- = 150 �pD y 2 I STE2ED L,aNT� SUev�`yoQS 7b-rA L- t&14 TUUrA-L D4LI RaA) = tflla oV, �I�/►t.. �NG�N��¢S DSTE2UILL-C.. M A.SS . ` PlUL-AT1 D M ICFA ►� DAL CS PETER G NCHM SULLY AN r4AT- -�I-IE SMUCTu2�• tg4C � -J V- ZEO�l fta�w fro. 29733 1 �UMPL`(S Wlrt-o -r4E. SIDEUQC 4 SETP-,X. 2e!PU10EME4T5 OF 114E TOWN OF W2-1� TQTBI.� dab IS 0dr LOCATED LOP FSslONAL E�P'� " �:(./I'1"}1 I hl �� 1Dv `jEA>? 1=-LDOb NAZo>zb Z1�N�• �� g DATE-' MPY 14-,1 q q 3 to L L,&Qb 5cj2yEYc¢. $• ��•93 gO1� I SYSTEM SYSTEM I ,f j '•, I , l/ 1 � �N-_.71._ PROFILE "A" PROFILE "B" \ , , '`, o I::I :I I I I II:II i Ii I i I�1��I,�i�:;I I II I;�i;1 1:I;I��II�Iiii�!.!I I:I:I II�I 1I - I L.-TE_i,E,!,.," I.-I 1 i1. . I 11-1,-1iI7 1)I14.-i_,.�-....-.(5---;.-.,-,-1-.-.__.--_'._V1_-__'_._11_.--.1--__---I__-_..-_Fl-__--I--,N l-..-__.E---__,.--_---.M--.---lE--.D._,_._-,_.-_.-_._-7,IIA'_-.--_,_.I-..-..I_.I-,.I-_-.�!--_,!I_._---_1-.,_-._1__.-_,- ,\A,I�").1-I,...,.\__,_-1,I,,\_,_I_-I._"..-,-"-_I_-,_1",_1 1,I1,I)-\,1\\"_.I_11"1 I.1,t,,"1--1 I.,._1,,Z1\1",,"--\.I_"-,,_.II.11,'.%\.-.",\/-I--,I--1;.,,�71.,,//\-...\"I-._-.I,I%IIt,_I,_.I,-._.,,�4 nI1�t_41i"__11/I II t.";,--1I 1II'",i.i,,("-..\_,,i t,',-\-.t_,%,.1.f.'IjII.I 1."-';-�I I1F1f I..,1Ii4<r-1\."t I/,,l,�,",--),1z:,,,,,".--�.\1 C,1.*i�,1I1,,.-14I, .1,,"__",�,.\.Ii.i,,,jI,.,-,,i,I iI."i�,1.1.",".,.,:I.,6_,-_�.I""t[_-,,-.�i"., ."-�_';10A_II_..1�..,-1.,--11_-1\,I-,,-,-,.l-."1/--1i,I_.I-�_I/_',I_"",z��-.,"-/ .1i_!,---'.I.(-,)-,'7,,)I,_.,�,,,I/-,_,,`,_'-, -/,/,_ II Design Schedule (UPPER LVL.) (LOWER LVL.) / \;'\ / ` /' W Z ELEVATION t \, ti '" \ (\ \''\ KITCHEN KITCHEN LKRRMS . �, ^ ,- \ ,\ \., ;.. \\ s &DINING SEWER /LOUNGE & SEWER 10 ^ R r ` ` �; a Immon and o 'off ' \ .. \ \,,. t \ ; O CAGI TOP OF FOUNDATION N/A N/A ' - - f ``� J' \ i y FINISHED BASEMENT FLOOR N A N A R ( t U,} l '� 'I \ \ SEWER INVERT AT FOUNDATION 67.5 67.5 57.0 58.0 '>` a , ,--I-, \ . ! 1 , `. f \ r �CQ` Sch Ihouse s d\ � �1` .' Q a w Pon •� / -,. \ NA 57.20 NA o LOCUS SEWER INVERT INTO GREASE TRAP N/A � '- ,�' t � � ,. � ', '�/ SEWER INVERT OUT OF GREASE TRAP N/A N/A 56.95 N/A r \ ` `' "'' ' K ` �'. IF 7� t( / i SEWER INVERT INTO DROP SMH 1 62.00 N/A j \ \ °' . ! �c. r j '`/� " i 1 ; "trf rt`%i q \` II. �^ ►J" J ,�� t /,.: , MA SEWER INVERT OUT OF SMH 1 , , r J 1 r --- 59.40 N A \ � x \ \ ; / ,� ! j't`". i , I __ ,`_ .� ( H SCR = SEWER INVERT INTO SMH 2 52.00 N/A 52.00 ,: \� \ \I �' ��� ;-1_. p \' f t' r f I ,�'' _._ "x:�' '-,I,' .- Il' o I r,' \ '" '�� \ 't 4 t j Z ` I i ,r j' '�"\ t 1 _ y; /"'�, G`` O �] SEWER INVERT OUT OF SMH 2 51.90 N A 52.00 ! < %r`i - '\� , ~i SIC`_;_' ; - � `, % '` wt, / -' i s 0 7a SEWER INVERT INTO DROP SMH 3 51.36 - `` - 4 I�nNG A E x, S' ''` �' Y i ` `\ 1 ` �i. ~ `�.- t--i ..n ` I ti, ,'1 r�'� `t, '--..`' I f' `'' " i -"` ,-� `�j. `Q _<ll``V-'-,`^`- ji 41' •f`I zI., it 75 `0 , ^ur, i r_. \ .,�, .L { +. gv it t I r x�_ ✓p J �! J° SEWER INVERT OUT OF SMH 3 ''L - '`- _ _-:' t f". !, ' - DALE # 48.76 1 -,tip, ' {% - _ t .,,`', ',,,r, ,,, SEWER INVERT INTO SEPTIC TANK 44.82 �� t `t�= \ r I ! ! i ,t \.I -1 _,,' -, ~.. .., -n; , ' : '; AVE SEWER INVERT OUT OF SEPTIC TANK 44.57 ;; -- \ 'i '� ..'`' \I `, �;_ _..' __; _ i �; ', 1 �' : / � ``' 7 i,s I +!:.> �\' � 0 ii Ik II SEWER INVERT INTO DROP SMH 4 43.50 �' � -� - r I44 ` t _ Q�Q \ f - ! )„mil '•, \ \ "'.`.,, -J•, 1.•,.. I.1�,_..},1 l.- ,,, ,i-`-t, 4 `` a r \ '•�"-to \.. \ :'.�,_ 1^ `�•, � ___1 2 '� I. SEWER INVERT OUT OF SMH 4 39.00 ® \ _ ,'� �'� i._ _4 - RoP SMH#1 " \ f -._ \; Y 1 / ,%. I r-ti LOCUS MAP I. _. -- U' -i ', ^+ 1 I 59 59 1N t NTS i O f SEWER INVERT INTO PUMP CHAMBER 34.10 ® ' ' `+' ! ` I 59. 4 IN 1 \` f',r }y' r C \ SEWER INVERT OUT OF PUMP CHAMBER 33.35 ® ` ' `;~ 1 r,/r r'• \• I= s. 3�ouT) i �,ii / \j 1 \V, GENERAL NOTES \ s r 8 SEWER INVERT INTO LEACHING SYSTEM 33.50 1 f _. \` \\ :i \ `, `` \'` -" I t:, \ i4 ','t .i' ' _ l! - _._ r- /'`^ �� ALL SYSTEM COMPONENTS SHALL BE IN T BOTTOM OF LEACHING FIELD 33.00 ,, \``� .; \ rns t y .i„ _ .., I S ALLED IN ACCORDANCE WITH r r �((, TITLE V OF THE STATE SANITARY CODE DATED ,-I t;-I.,:,'-,�:4(\;-_"_'�...."_._-'_-_1I/1.I1.--:I t,\.i..,\I,,i,II'.1I.:1I.r,-.11I11-k1,_-1;,1,t;f.I j.'._I4,\._-I,�11_/1,1',--j 1,I,.I1I,,!-tI,t.i�._,,_If'.I I-\N,-,\I�\i t-,z_;i,'1 k14,\C.,I_L."A:/"I";I.4,,1I\\I1It_I 1_I,�j1'"-`-\\' WATER TABLE NOT OBSERVED ' _` \ \ "� '� ` �` ` 1,500 GAL ,,� ' , - __.._._._. _ MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. tl \ 24 GREASE TRAP ,�,, ti,`, +'! `\ 7i1 �i I. Iik iI t, 1 \ \ Q rn '` r n : \ ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING '."I:-.I_.-.1"11.,I,:'t.,.,\-/,."-I\',R,_-'\--/�,-,='1 I\N"-1:I1IA"U 21/,,/I_t,-,I"\I,,.I,\.I".,t.".7,_�I:!1-I-",,.1--7/",\.,.I-_,_,i/I\I..It.1,1/.\I/_.i.-;."1 I,i',`1 l \ \ ! t �..~ 4 `•> >i' +` is \\ ; 1. , �y(,- f ` \ \ 1=56.72(IN v i :- > -••";,' \ '::>' '`. ..<(i \ BY THE DESIGN ENGINEER ("�', "\\ % I,1, t t ri' 1 \ y, I-`6:6,4(OUT) / - \ \`, 1. r f i 4 \\ 0� / e j ;' , \ WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACK G, t �"} ~' _ NOTFY THE ENG EER & BOARD OF HEALTH AGENT I IN __. `'._ti _` �., , a.,F`j U'r,i ,'n !`I \1\ \ R $3.79 \ ,a I�'\ \ '. \ / i• �`''. r`h.✓ ;011 _._ ---- .". - � ,<; ``'\ FOR INSPECTION. l it. 1 r J; ,I=51.81 IN 6`s ` \ �' ;` ` ri{�t" i } i i : j 1=51.74 lN� A '` -,Q ,\i y t '/ -.--,Afr l !t 1' -.. <+ ;; \ ` i ? _ •,• f 4 -� it FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. \ I r f \ 1=51.71 OUT) '°c" . °r , - `� '<`" a ' i+ ; 1 ''� I " ` `' f t ';i.J �' 1 j ` THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN l \ K Leachin Area Design � -` - `'-�� tire" Leaching Area �; i ; a.�`` ��'� :;' --�- _ _� ` rr;t„- APPROVAL BY THE DESIGN ENGINEER. ' i j r I \ ,�, DAP S 3 \+ ` '� li ':r .._.; T ", �;= \\ l;' 4 i ! r, \ R=5 .53 ,*?.,w' !;' ! - ~-� - - ': -. ALL INVERTS AT EXISTING BUILDING ARE TO BE VERIFIED BY THE CONTRACTOR DESIGN FLOW DINING_.8c lUNCHJZOQ),d__._ _..__. ._.._:_ _ ._._ __..,__.-, .._.. j ! <' �; I' { '� ,_ r:,. , \ > ;`' '\ `" ---� _ PRIOR TO INSTALLATION, PURCHASE OR CONSTRUCTION OF ITEMS SHOWN ON PLAN. ,ti`'// ''/ I�51.48(IN �R1Q,F J �w�r3 f � � a " _ �: \;, _ _.. _ `" 1,_� :_ 4 '` _(.1.25.+.6Q).SFAIS.x_-1.QGPD/SE;QI._...__..1,HSQ_..GPD_._..-_.__.__..______ .r I i L i ;.r f1=48.72(OUT)"�Y - ,„_... - -->•~•L p, -_.� , . HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF ` ` ` THE SEWAGE DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF MENS__.&,-,W. MEN&.IQCKERS.-,-__.__._.._.__.._.,._____._,._.____._._.,._ `\ ;; i f `` 7 - y •. �__- a y: ,, _. `. THE SYSTEMS. _._212_LQCKFRS_._.X._2Q_.GPD/LOBKER__=.-.4,24Q__GPIl._.__-._..__ r `( y I � y' __. MEMBERS._1QUNGE_..-_.5D._SEATS_X..2QGPD/-SEAL=I.OQ.Q__GPD - \ \ ' ),i / r / j` / ,. _._ _ ,1 r _._ _ ,\ _ WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B HORIZONS ) TO BE TOTAL__DAILY_FLOW 7,090. GPD_�____.______� -__._ _ \' ! ; ` i > i �''. `}'` REMOVED AND REPLACED WITH SOIL CONSISTING OF CLEAN GRANULAR SAND ` t ! % 1 % --- - ' ` "„' i� FREE FROM ORGANIC MATTER AND DELETERIOUS SUBSTANCES, MIXTURES AND' ' ___..-.--..--_-.------_- .------.�_..._------__-_-_--...____._-..-_�,_.__.-.-_._-.-_-----_ __.- -. \\ -t ', \ } i / t ' i - j" ! % i j , `, `y' \ `. �' 1 , t ! _. .,.,. �'" SEPTIC TANK US _. LIL..COMPARTMEN.I ANKS..-_ROION.QQ__LWI8x14�20 - -.__.__ __._ \ t 1 1 i .Y: . 1 s` .,. 1 I Ci rr, � ;' \ .` `\ ' `, \ LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL E MU I -_. .. ___ _._ ,re: _ 1 , 1 L I y ; I ! r' `r y', \ `\ `•\. _ K�,p ''' NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSES , a _-�fs __ v s/._._ \ I ;' ! ~ 1 t % �..._, t r j , \ / \ ,: r�` USING A 4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF 20.QQQ._.GAL.....SEPTtG_TANK. -. - ;, { / 1 ( -: \\ # ____ 1 r 1 __., ` v f' i, t' ::i- ''~ t t / ' i i �` - \\ UP TO 45% BY WEIGHT OF THE FILL SAMPL MAY BE RETAINE ON _Lst.LQMPARIMENL-.2._DAYDEIENILQN = l 1_80_S:AL. __ , _ _ ___,_.._; , .: i /i _.._ ! ! �, _ _,.._ ..4, .._...',, i E E D THE #4 \; _ t .� 1 _, i f 1 t , '`,\\ \ SIEVE SIEVE ANALYSES ALSO SHALL BE,PERFORMED ON THE FRACTION OF TH 2nd.__COMPARTMENT__1._DAY_.DETENTl4.N,,._..__Z.000-_-GAL.,_.__._.._ ;--,'-'' "-' J `'- r' i • 4 y r /' "��_,.,-^'"�\ FILL SAMPLE PASSING THE 4 SIEVE,.�UCH ANALYSES MUST DEMONSTRATE `•,,.'� '\ \'\ \ t J•. ...yam i•..,.,, `fc' y'�- \..` , :�- _..._ l '� i It:;� •'1 t .r \ \ \ r >, �' ,-, \ `i \ THAT THE MATERIAL MEETS EACH (3F THE FOLLOWING SPECIFICATIONS . _-�- __...,,,...._.__--....__-.-__...,..._._._....._......-.._.____.-._...__._..____-.,_-_-._.-_.___, _._...-,,..___..-__-__._._.____ ___ \ . , � , i - � ti;�r' /' I +/�. _ .-, y '\ , f1..--,. '; r- �' , GREASE TRAPS UPPER KITCHEN �. ' I ,_ -f,..> <;-r'I;- s' - ___ - .. �.," <'/ j` '+ ,C'',_. , / h� ` I,/ \ , ____._.-__-_-__,--_-___._.,________.______._.-.-____._.------_-..___-__.__-_.-__--__--,_____. y 4 . _, s f'` -,, i'l 4 ~` -•._ \ , 5 \; _ " S S:1VE SIZE EFF. NE PARTICLE SIZE % THAT MUST PASS SIEVE 125+60 SEATS X 15 GPD SEAT = 2,775 GAL. ,'7 , j\;:,. -1 J 1'`- ,° `.,,,, `'�_ w j /; ,. \ � ' - ..._. tcT `�X TIN A . RASE TRAP I ',_ I '\ t t,.. :,,',;,; ;c; - _t t ''E;,{a, _ s 4.75 100% USE-E IS G 3,000 G L G , , .. # -_. 4' ,. r. { -_ - - ..r , t �`.� O. .1't'. .+ J: `` t.. i. i i 1 \. - - 0.3'D+MM LOWER KITCHEN f• E _ ,, _.-__-'_____-___-----______..: _--__..__--___..-._..�.��.._'-_._____._._.'_.___�....-_„'-_____..,,_.. -`.-°,._ i \ 'r t ,r �.:arsb. iT L�ti... 1 �' f S 1 - i \'\ _._ - .}I r , - t Q SEAT 11�]C �GIJ.0_- YLQ_. ]GXY_ Y1�Lr_TC� ` -- it i;^ --^ _ Sl F` \ , GAS. \ a s . \ \_.,,. t•./_.. ,- Imo. r j ,..___.__^� . - 0 ,r _, ift , \ .�; - f ; _;: �.. \ l ,'' \ \ _ ,R \\ S # 200 0.075 MM;\ 0%-5% 0 P ) _ i q (� AC •�'p� l N 6X_l_Q.,_.1.`,?_.-.. Q,..__.. . � .J.R111._._,_.._ - �: a t, •4. _ f / 1 \ \ \ . R9T9.DQ O.T L GAI.__(, a ' .�}h 1 , ' � ._/ \ j •sue,;.,,; y.. ! ,�... ) r 6 t af4 \�: r •, , `4 r+t r` - ! j '\" }� \ - _ - :r p_ �. , \ i r':I - r t �.,., ~- ~' \ LQCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND LEACHING AREA PEcRC RATE-= < .__W[N_IN_-:-��.°S �.--_,.--___.--- I :::r ,. - , 7 , j' ;<-'-' // .,- � , t , �� -, cr , . h ( _ -- - J _. LD BE VERIFIED IN THE FIELD BY THE APPROPRIATE I. TAR :74 GP 1 e O a Q QF r r _ 1 ____-_�. _, X \ „--; ;`; , , t , ;; UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. .a i - T ✓'" ,.i „I 1 I t .,� ri;'t,i'\ !� .�-�-r t _._.. ._' -. _...._..../ ,\ l � { / , J ,_ ,090,_GPD/0;74 GPD/S.F; - - •TM t J -y:. \ i - , I -��. 23.00o GAL / /_w_ i t - \ l { t - _ ! 'r. '; ,� � ,.,, �. 1 1 _ •1 PTIC..TANK -_ rs,; f. _-__,___ ___,,,-_--_.-__ -____ __._. S ___________ �_ -_ _.. ___ -_\ ', , ,' 7T ,i' `r _ SEPTIC TANK NOTE - 1,H1�,�u' AREA x 110'W - 9 900 S.F > 9 581 S.F. ` ° o 1;rfl: � .4� �, 1 �\ fN �. ._,._.-__---- ._.___- __-_.. -------_ . Tq f `PROVIDED ,� � �!k 1J - 'J-.,r ; ``, , , ; ® 1- - I _- - • � - \ - __ . t. \ � 1 ` TANK SERVING NONRESIDENTIAL UNIT EXCEEDING 1000 GALLONS \A f I +�,\ I ,�.. \ . s, t .\ l I. { y ri- -.... t i , `,I PER DAY A 2 COMPARTMENT TANK IS REQUIRED MEETI FOLLOWING CRITERIA, ITS \ ___ , _- , 9 FOR SEPTIC N HOLE DATA (P-10 006) ,_ �,, \, , �� .-,-! :__ �;_.. •__ OBSERVATIO ,: ;_, \ 1 \ _ �___.. -_. _.-: `'` -___ -_�_./ T N 1 ,l _, \ ' L, NOT MORE HAN TW .., \ I t `', `` `'~ `r;,;.,,. � '\ -- FIRST COMPARTMENTOSIZEDPFOR 48THOURS DETENTION TIME. INDICATES PERC INDICATES OBSERVED ' � :, t I :4� _ 0 ,,y t. as ,;\ _ 1 ;,. i t ," 'it , ! ; TEST = �. ` ~ GROUNDWATER J ` a' ` ,�/;'i;; i;;�; \ OURS DET N I -. _3. SECOND COMPARTMENT SIZED FOR 24 H E TON TIME. -O r- ! ~',._, \'. t , ,_, r,,//.• m- __ i h i ` , ___ _ _ __. __-. __ THE COMPARTMENTS SHALL BE INTERCONNECTED BY A 4" MIN. ST PIT 1 GRD. EL. 43.5 TEST BY: JOHN ELLIS I 0. G `' ;r. ' r t`,\ c� ; L'n< f ` Tr ' f _A4. VENTED, INVERT u- ( ) P-10,006 (;I FN HARRINGTON "\ ti J DROP SMH#4 ED PIPE WHICH EXTENDS BELOW L..', ` �''.1 E ED SHAP ( ) GW. EL. N A WITNESSED BY �{r � \ ;-� `��. _, R-44.62 „- M _ { BOTTOM OF SCUM LAYER I 4 43 IN D 0 THE COMPARTMENT INTERCONNECTION INVERTED U-PIPE SHALL BE EQUIPPED DATE: 8-7-2001 MOTTLING. EL. N A BACKHOE BY: `i "_ `, "I *`% =39.17�OUT) r _ ,r ` ,�.�` � '`.11 \ ,\ i' /` __ __ •-_ WITH A CORROSION RESISTANT GAS BAFFLE. OTHER ! '`; ,i t:..�_ \\ r"" r ''s _ _ - _ ELEV. SURFACE SOIL SOIL SOIL SOIL `' ` t, \ \'• \ �- DEPTH HORZ. TEXTURE COLOR MOTTLING 4 ? `l\- Y'' �. \, ', � '��' 'l , r i ;� - - r \ � . Hyannisport Club 43.5 6" 0 NONE `,__•,_ -, _, = `\ ,' -1 .` `. -, _.__ y �•r _ 42.3 15" Ac coARSE sAN 10YR4/3 NONE V _ 2z -� _ ` ,. Y ,,,` \ '`' '�\ ,� `- _ - �J 1% 2 Irving Avenue .h,...y , ,°„; 1, ,,•/ ,-..!" \ _. - _ NONE ` 39.2 52" B LOAMY SAND 1OYR5/5 _ _ -- --.- -_ __. .-_.. '--'� n SSachusettS \ -A\ / I I TOP OF PIPE ya n�S o a 33.5 120 C SAND . 10YR5/6 NONE \ \ {i , Etc.• =-54.3a• " \` - '` I -, 1, �,, t"' PREPARED FOR �� a I a., - - /,._' ; - - \ I , Brown Lindquist Fenuccio & Richmond BOTTOM ZONING DISTRICT: RF-1 .i ! 1 �'' ca i / �.IU .,.•- _ _ _... _,_.1 \ 3$,j,-.. F7 JOHN K. 4 c�Pa�s, WATER OBSERVED PERC RATE <3 MIN/INCH OVERLAY DISCTRICT• AP --i, i` ' 0 / `� HOLrAOREN .11i;)3! TITLE _'I f r f t . /, I, \ '-\ ,�_ CIVIL -`y BUILDING SETBACK REQUIREMENTS �- s / 2 N0.3Q&43 ■ ___ 44.1 JOHN ELLIS = _ _ - r. / / _ • �' tST AS Built of Septa y W_�_ I „t ' FOP OF PIPE, i°� F °s �` .* c S stem TEST PR 2 GRD. EL. TEST BY: FRONT 30 SIDE 15 REAR 15' _ (P-10,006) GW. EL. N/A WITNESSED BY: GLEN HARRINGTON `\ __ ` �----�� " TOP oEr PIPE / \ ` `` -V "'"` -'J ASSESSORS MAP: 266 PARCEL 31 1 \ N R RENCE: CERT. 1910 2721 7265 i 1' \ ` _ ;• ELEV, 33.26' ,,,rr, ,,r1 `_ \\ \ N\ 8 7-2001 N A DEED EFE , A K HOE BY: # � # _,� ,IN L. B C / ', DATE: MOTTL G E -� �- / �. "'� \ . 4?,,,,r_ \ s�z 3/6 Baxter, Nye & Holmgren, Inc. COMMUNITY PANEL NUMBER 250001 0008 D S - " ,r ` ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER F.I.R.M MAP ZONE C i '\ '--",, - - _ 'r i. ' ,` - \ \` DEPTH HORZ. TEXTURE COLOR MOTTLING ------- - -- �'" r/ Registered Professional Q�Q� \ \ \, En eers and d-1 \ \, Lan Surveyors c , " NONE \ \ _, -- t , Q� 35 43.6 6 A __.._._ ._.._. .___ _ _�- _- _ 812 Main Street,Osterville,MA 02655 " LOAMY sAND EXISTING SEPTIC SYSTEM PER FIELD LOCATIONS OF _ , \ TOF' OF PIPE \,' `'� -- Phone- 508 428-9131 Fax- 508 428-3750 41.1 36 B 10YR5/6 NONE 7/12/2001 AND INSTALLERS CARD (PERMIT #85-895) 11, .._tS.oQo GAL oL, TOP OF PIPE ELEV.`.= 34.34' - LOCATIONS ON PIPES ARE APPROXIMATE ��" 3 __' ram\ r ELE�(. = 33 77 ,, � gr 33.67 124" C SANDY LOAM 10YR6/6 NONE \~ - - - '�� "- PUMP CHAMBER- \ \ \ Email: A olm en.com `` %� \ \. -- 1\ Q,�c \ `,: "/ SCALE IN FEET BOTTOM -- ., ,\ V ,\ ;I ,, \\ `\., ,' 34• " ..\1, SCALE:1 =30 DATE: 4/02/2002 WATER' OBSERVED ® N/A PERC RATE N/A MIN/INCH \, ``\ "\,�.�•.. %r/ TOP OF PIPE \\ \\1 ,\ :'\_�t, ` '_a- " ELEV. = 33`80' \` \ ` REV. -- • r, ` DATE: REMARKS •\ \ I' I,I , ,\_", \ \ .\ ---- e .►. 1. , \ _.:' " . ' \' .'\. `\ - `_,� . - f` - ``, \1- 1, H: 2000-84\civil\plot\200084Se AsB lilt.d \. ,, tic _-i \ :-._.-_---- I 1 i , i Sl.�G�T�-CC mo r r �I� I 1 + 7� • / ¢tu t�E 0 0 _ M .. 3z .'� 2v•3 '' 3 r I _3Lf N 7 32 y I • l , I a , , _ � a �'s L.i-:.G���7�,JL�"C�F C'7t�t��...�`� �J�°tT�C�„ • M1 ' Ana°�uG� 7 19$2.EcoLi { i ,r i _ P 1 a i Z , 1797 3L/ 2 3� j 5U6� L �'� /� l g ire__. .-• ,�� .� _. 7 Z S co �/ TU /y /U� : _ -?���Er, t=?pNl�ct��.,•p ti►.t �C�cU �o F,�E�,S r �c�F.� c'�.'"��4"TlG l Ica�'.,, ' /�1-?�' —> � lo, `�°��- Cl�,.y�" t ►..-f. �l��.� r�tC.� C.+- �S a,�r1.�Ea, ��_,� / sk i r'(U Nl ►u LA t;�taEz b+-� r_� i o LA Z--�ar�i .16b 'Piz tso�s JvLY �� �rJr-IE7ke, '72q ►� a'a ,• ^. ^. ., ._._ �; YEA , '.: x,. ,r-.• '� ::__._.-.,_.- - a! r" t,-,J,._ C ` 7 -� � �-/ i '� z=�'- 2 i-%L4� r-ZLA /' � 720 G I� ��_ �so'' SJ�!IVAN 29is3 / LiE s 1 ; • ' �Z :1• >: on pp l �/' � \ � ', / �.11'- ROAD ..� •l�� ,r ( J C.• I �� 7�1 r � , � � T'•,I _ ; Jr 1 •%OAP M J ,` �!! ! .r �U `» I � ;;a�•- �,1 '� � �6 i Yates�q�-; •( A I � •� 1 I J�1���� � � s�r • ;•.�' /so squaw Island o 1- .� — Ile Pt 04.1 IMARCHANTS Iu11L.L 1 11 POW • ' 903 779 �i 11 / ��" hIV• VOT 1.11 ' -- -�-- 1000 N • �ti , r ry ARC ANr TEJJQIS dep llbmlo[�P?ATwl� o I L-IDI Q6, 1 / . -BUIUDIO C' I CO U281c b� 1 1 ' X US 200 6PD M l�I M V Mn S&'r-�-Ic `Ta+JI� 2�Qcat2�-ram t 1, J. of / `ZDD X�00 `AD0 CPD USA 1 vc) C- L C%•t 0� / za 1 USA . T?t:••tJ - "x4-�t �� - �O SF OIL A I _ �S « �' ""ram •` a / �_ �p(L —��SS �(_ IC�� 1�1 AOPP A PA /t_E5S f , , y / u► / AsoNI�L r Coo AY'I N , 1� IN A f y INi IUV ISao ►JV. --- --- - `�ri i' DK .�... ..• ��• - 1�iu/• Iuv BaC r 6qL•14 I v i6"Z .5Tv 0 E TAp a— ��! 'BA5c (BAN u« 4 �,'•s•ti� II ' conesc � C. EXPANS�pN AlitCi9 , i 1 /2v EL.go PI R20Fl LZ Al.Dl 6 p'2DPDSEE) SEPTIC. S rem, --. ,1 ..._.F,'ti ,, , .IF 4 �/'}. 1 ,( 1 �•, •'?.' '.. I• .�1 I 4� 1 e� 1;1 '� C� 7"'� 1 i 1` ,- I. �;/+I</N•/�/i 1 I 1 I ' 1' �'� ra ° �'' 1" ! r• '�y F. ,� � � � li .n•�`I• t, 1 . {r A • f r r' �� Y' f-• n I N f t ./ �.-r ..r„1. , 1 -i.: �' T=-- 1 • ••.--•n.r+^^�.^ .�'. Nam 1 r� 1"Qrt Gou�nzu� ok wit* PW45TONg 74., ���"� _ AS ►JCS To r�Va�tr M cr Top r,� ►.op;F. isTve Lr rr Ft rSl1 4F711� 4AML. $A�11!. - �.� _ 1 ' �i ►J aF I�►1►JIS F'A6iLrrV TA111 t►J '` '' "�"���� 1�� I�5 Stb1A/h� - SIN �-� "'`T--'- ��^ =,- _ _._ .• .-. _ PrV. FEB m mr ?r►N rw+rd �41P ( �,�r,�"" "F 4z` N`(� ��IG 4. 2j iq9� _._. IV' � o OF KITA �I IIANI(1 SULLIVAK ,. NO.29733 wxt�►1 w �. CIVIL. G • .r,; .F, ,,.* .. ..v-4§n• h.r-y...> ,,„ ...,. ... ..,. a.. ,; ..... -. ,•..•,w . r. 'A`:� r f �! yy�.. SYSTEM " "SYSTEM PROFILE A" PROFILE B" ( \ { % .��' \ 2z Design Schedule (UPPER LVL.) (LOWER LVL.) ELEVATION { \, IN. a KITCHEN SEWER KITCHEN JLKRRMS Nf; r ti\ a immon and o &DINING /LOUNGEJ & SEWER TOP OF FOUNDATION N/A N/A A FINISHED BASEMENT FLOOR N A N A SEWER INVERT AT FOUNDATION 67.5 67.5 57.0 58.0 ti�� f _S` 4 Y} � �' 4 �Q�' Sch Ihouse SEWER INVERT INTO GREASE TRAP N/A N/A 57.20 N/A �-� Pond �• �, �i'' } ; ��1 ``{ 1 ` \ ` ;,. 4 a LOCUS G /� \ \\ •`w r .� � �'i/�+ / 't�7'�1C^•, � �\� ``` � r 1� SEWER INVERT OUT OF GREASE TRAP N/A N/A 56.95 ...N/A j' _t :;.,, -' r,, ;�, � \ f �; ►iA SEWER INVERT INTO DROP SMH 1 62.00 N/A ` - `', ^'' ` \ / ' ,'t C i ? \ i 1 , I 1 rt r•.'r1 t ,� i/" Ma SEWER INVERT OUT OF SMH 1 59.40 N/A --� ` +,� air \� �) /.! ` 1 / j, t:.�, i SEWER INVERT INTO SMH 2 52.00 N/A 52.00 le, A SEWER INVERT OUT OF SMH 2 51.90 N/A 52.00 j �`` E'` '�7 , �, `-;"�C,'j-a '' ` \ i , ' / 1g ���. r +� in ,. ""`*j f' ~ 11n,.,1 Y/7 ENG A ROP SMH 3 51.36 ! 3 • '�. `` 11r'•l ti t. \� 1-1 y r�; SEWER INVERT INTO D ; '�n-'�.-� ..i...��•r�� ' '••..t._ .; '� �•.`_'.'^.......� 1 { f \' `.`'�+`�'�'34-1 ,Jr' '�" `-`h''`,, !'�','r`i f''�� f� /l ` 7� DALE AVE SEWER INVERT OUT OF SMH#3 48.76 ..` °: i` \ \` t /` c,-- ,i_, 1- .� ti,_;~ �ti� / ���` • r/ •n:�'"�� ' - SEWER INVERT INTO SEPTIC TANK 44.82 SEWER INVERT OUT OF SEPTIC TANK 44.57 SEWER INVERT INTO DROP SMH 4 43.50 LOCUS M - ROP SMH , ; ;,,�;` a;J , LO ; S AP SEWER INVERT OUT OF SMH 4 39.00 ® `. `� 'r' j-` ��' ; � _ �- INV INVERT INTO PUMP CHAMBER 34.10 ® '`^i�� \``. +, .., `F^"T .�;j t 1 15sas(IN) J` 70 iJ�? r 1t, -» NTS SEWER E 0 F s- _ r l - ` ' '; , _ 4 SEWER INVERT OUT OF PUMP CHAMBER 1 59.54 OUT) Y ` 33.35 t \ �• , �4`t!' \ \ 1 9.d3�oUT) i� (. � 66 r , . GENERAL NOTES SEWER INVERT INTO LEACHING SYSTEM 33.50 �\ ��� /� \ ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH \ l f l ` / \ BOTTOM OF LEACHING FIELD 33.00 ~ '� ?Ts k �'_ `• ter' ��'' '� j r''v'� -� "� `- _ ;"r r TITLE V OF THE STATE SANITARY CODE DATED WATER TABLE NOT ; `~� ��3' / , ___ _ __-_ _ _ { MARCH 31, 1995 do ANY LOCAL RULES APPLICABLE. 0 OBSERVED `` \ \ ` \ -°q 1.500 GAL 7 GREASE TRAP \ ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING - ., ..`I=56.72(IN v i>` \. �I I BY THE DESIGN ENGINEER 1-56.-64(OUT) - r WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, t rry` <' h r 'jC �,' } \\\ +��Q f i `' NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT - r �;.. �' �.ti�, \ SMH#2 'k FOR INSPECTION. <v' R=63.79 Ik �\ - f fi _ ^\. 1=51.81 IN 6, QQ �t',t ,.. C.,�'t.�, `(-t; 1 t`51.74 IN� r..� i , _ ( FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 1='51.71 OUT) 'oc� `' ''' ,f=� `"'�.. �� ' � � •- ! r. ¢ �`� THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN APPROVAL BY THE DESIGN ENGINEER. Leaching Area Design i f , DNP S 3 x'R-53.53 ' /� ( ..... ALL INVERTS AT EXISTING BUILDING ARE TO BE VERIFIED BY THE CONTRACTOR ii ,.52.TA IN DR DESIGN FLOW DINING_.&_-LUNCH_ROOM_...__.. ___.__.___...._.___ __..__ _ _._.____._ f j r �` I , i j` ,� � PRIOR TO INSTALLATION, PURCHASE OR CONSTRUCTION OF ITEMS SHOWN ON PLAN. 1' 51.48(IN � `�, � !�_µ/ `•:__ , �. �' \ ' pI , i ' { '` .� J `'°� .' ti - -�' '- `i• F HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF (.125_+6.0)SEAT.S__x_10GP.D/SEAT_.=.._ _1,850. .GP_D._-._..__._._..----_ ,` r./ / 1=48.72(oUT)' �_ _-. -- -� - THE SEWAGE DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF MENS._&._WOMENS._LOCKERS._ _ _.__.._. ``�, rl: �/ z _ S S.'i �`�\ THE SYSTEM --.212-_LOCKERS_.._.X..20_.GPD/LOC.KER = ,2.4. 40__GPD- MEMBERS L011NGE._-_.5.0__SEATS._x.20GPD./._SEAT=_1.000.GPD \ ; I {' ( �'! `' ti WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B HORIZONS ) TO BE P ` \ I ` 1 !/ r ! !� r -_-. r I' j, -- ~. 1`� r F' REMOVED AND REPLACED WITH SOIL CONSISTING OF CLEAN GRANULAR SAND, TOTAL_.-DAILY FLOW_.-_ 7,090G D ----__ i !, _ �. � ~' - `• `•- t // � l ' ,'"- ^ �•`, % ��, ' ' ~�` �` ''� LAYERFREE S DIFFERENT ORGANIC MCLASSESTTER NOFDSOIL�SHALL NORIOUS BSBE�USEDMFlLLRES SHALL D SEPTIC TANK USE_.-MU.LTI.-_COM.P_ART.MENT-._TAN.KS-_-_.ROTON.DO_.L1KL8.x1-O.-.20 --- --- ' ti r _ _ r j NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES A SIEVE ANALYSES , _.20,QOQ GAL_.SEPTIC_TANK._--___.__.__.-___.___.___.- ._.____.__.___ _ \ _.._.�_ � r----..._ � � ; j I t � j � � \ \ � - F-��-._ � USING A 4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF �~ `y E'? - . '"��_ ( I t l "�' "' ~ UP TO 45% BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 1_st-_COMPARTMENT.-2-DAY_DETENTION_.�_J_4,180_-GAL_____. -`�'.``�\ �' T __ �� t, _� IiJ •� tl \ / / / / { i \ \ SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF THE ! j i' ' 62 FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE 2nd.._COMPARTM ENT-1___DAY DETENTION .=_..7,090_._GAL. .__ t - _ ` R THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS /1 �\ ` t � `S, � � 1, fi 1 'fir'?'! GREASE TRAPS UPPER KITCHEN `, I' ...r;'j r s�1i�r' { _ _ ____ - ,.,c,�/� ' % j /_ c� \ `1 ..--__-------___... _ 1 \ t r � -., y� * I 4 �`�� ~,% t:%��; ; _ �' ` ~` �.`` _. . _ -\^ S SEIVE SIZE EFFECTIVE PARTICLE SIZE % THAT MUST PASS SIEVE �. (125+60)SEATS X 15 GPD/SEAT = 2,775 GAL. t ,� ;1 � ;j j _ USE EXISTING 3,000 GAL. GREASE TRAP _ j �`- ° ti IG fi l �. r t �•, 7 �. 4 475 MM 100% j ,�\ `�a+.�' lr .�. 'l�` / / •`\ `` '�a•�j1�r111� . � s # �?itl!1 „� '*, 1•� ��•'� 50 0.30 MM 10% 100% LOWER KITCHEN l _ - ••- .___ 1 :� { 50_SEATS._X.__15_,_G.PD _750__GA.L.(V.SE-_1,5QQ.-GAL.._.TANK.)- l _ \ � r-- `,� -•--� 100 015 MM 09' 20 # 200 0.075 MM 0%-5% RQTQN.DQ GT6x-1Q_-_15. 1.,5QQ .GALL-GREASE.-TRAP-._ ___._.. RATE - <3 MIN/IN CLASS IL ` - OPERATE v4 _. I-_-SO ___ ______._- l \STfT'/eV�! `c') LEACHING AREA PERC SHOULD BE VERIFIED IN THE FIELD BY THE APPR UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 7,090 GPD 0.74 GPD S.F. = 9 581 S.F. ' r C�;�:f �. �. u� /, { r�3,000 GAL , __.... . _ ac � �EP�IC_ �+. 1 (� �'a:�• � �f j TANK =� SEPTIC TANK NOTES . ` ,EAT ' �;' ,• i �_ ,; � LEACHING AREA 901 x- O 11 'W = 9 900 . t' ' Q PROVIDED - --- _ ._ � Urr`�-•. t 1 ��„~ I' i ' ��1��.:'.t;..'``-'' ` `, - '`j.,�J � �/, �•qcy \ r/ i r' ( > I ���- \ _ '' FOR SEPTIC TANK SERVING NONRESIDENTIAL UNIT EXCEEDING 1000 GALLONS 9 '�'F, • \ --� �' PER DAY A 2 COMPARTMENT TANK IS REQUIRED MEETING FOLLOWING CRITERIA: ■ - 1-� i' NOT MORE THAN TWO COMPARTMENTS OBSERVATION HOLE DATA (P 10,000) ^._, \ -, `__ _•I_.-' , , �L,,,•• j ® A .. , � ` 1, r' \t ��,J' FIRST COMPARTMENT SIZED FOR 48 HOURS DETENTION TIME. INDICATES PERC 0 INDICATES OBSERVED TEST = GROUNDWATER �^ cy '` \ -- t ? o+, t �T'r+r, tr r \/ SECOND COMPARTMENT SIZED FOR 24 HOURS DETENTION TIME. '.. THE COMPARTMENTS SHALL BE INTERCONNECTED BY A 4" (MIN.) 43.5 JOHN ELLIS iI ` .I `•'', t 1 `\- �` TEST PIT � 1 GRD. EL. TEST BY: � � _.'' �'`-' ,' `' - � f� -�~ \� ��� �;,_ . _ �..� `�• - • '��r ---._J �� DRIP SMH#4 - T/���, .�•-'` ,,- � ,.- VENTED, INVERTED U-SHAPED PIPE WHICH EXTENDS BELOW (P-10,006) GW. EL. N/A WITNESSED BY: GI FN HARRINGTON �� \� `'�" - +,. '� ~. i '` Y R= 62 BOTTOM OF SCUM LAYER '� '' 1=43.43(IN DROP) , - �.-' j - THE COMPARTMENT INTERCONNECTION INVERTED U-PIPE SHALL BE EQUIPPED DATE: 8-7-2001 MOTTLING. EL. N A BACKHOE BY: \ \� ,\ ` ^'"'�a� ` ( ) �-'' ,,- ,� _ - `; 1=39.17 OUT i WITH A CORROSION RESISTANT GAS BAFFLE. ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER I ' �'"� �` \ '� �' _ _ Y DEPTH HORZ. TEXTURE COLOR MOTTLING ( ( ``�~ ^s~` \ `` ��'' ,�4 ' - - ` nn� ort Club �1 A r ,.. ,' r' j Hya 'sp \. 224 T l,� l.'!'J�' '•�,.• �.•, �� \`� �� ` fr .r- ,r rJ¢"" /" s- _ - 1 a 43.5 6" 0 NONE , ; 2 Irvin Avenue 42.3 15" Ac COARSE SAN 10YR4/3 NONE ,�� \ ^ u`� ,` \\z, ` ----� Hyannis Port Massachusetts RNE-MED39.2 52' B LOAMY SAND 1 OYR5/5 NONE ti _ _ �'� TOP OF PIPE PREPARED FOR . \ "`y, \ ��. ,• 33.5 120" C SAND 10YR5/6 NONE _�`' t ' tr,•.� ., _.��1, r.1.% f ' I d.. Brown, Lindquist, Fenucclo & Richmond BOTTOM ZONING DISTRICT: RF-1 �L.. `�K I I r r be WATER OBSERVED @ PERC RATE <3 MIN/INCH OVERLAY DISCTRICT: AP ' j i `" I ,, � TITLE BUILDING SETBACK REQUIREMENTS `t' J 4 ; ;'.' . i As-Built Of Septic System 44.1 TEST BY: JOHN ELLIS FRONT = 30' SIDE = 15' REAR = 15' t -•- -'` AL ELEV. / -TOP of PIPE• : \` TEST PIT 2 GRD. EL. z, .r, - _ P-10 006 • GLEN HARRINGTON ti i, �-----�•,, r roP oF'JPIPE ! ! ( ) GW. EL. NSA WITNESSED BY. r i ASSESSORS MAP: 266 PARCEL 31 � ,, 1 *_ DATE: 8-7-2001 MOTTLING. EL. N A BACK HOE BY: DEED REFERENCE: CERT. #1910, #2721, #7265 \ ELEV. = 33.76 r Baxter, Nye & Holm en, Inc. COMMUNITY PANEL NUMBER 250001 0008 D �'' _ -" � ' � '- '" \ _ ___ __ ._. , ` Registered Professional ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER F,I.R.M MAP ZONE C DEPTH HORZ. TEXTURE COLOR MOTTLING i `� \ `• � �r.' � Q`e � �` �\ .�� `�� Engineers and Land Surveyors 43.6 6" A NONE `� _ - - - ; \ \, ` 812 Main Street,Osterville,MA 02655 " EXISTING SEPTIC SYSTEM PER FIELD LOCATIONS OF '` `�� , TOP OF PIPE ` '`\ -'' Phone- 508 428-9131 Fax- 508 428-3750 41.1 36 B LOAMY SAND 10YR5/6 NONE 7/12/2001 AND INSTALLERS CARD (PERMIT #85-895) �� o TOP OF PIPE ) ` _ ` 15,000 GAL G� _ ELEV.`= 34.34' LOCATIONS ON PIPES ARE APPROXIMATE \ \ ELEV, - 33�77 : Email: Admin@,}�holmgren.com 33.67 124" C SANDY LOAM 10YR6/6 NONE -- -`34- PUMP CHAMBER ,o SCALE IN FEET SCALE:1"=30' DATE: 4/02/2002 BOTTOM � .,- � .-\ ,_.... �. r WATER OBSERVED ® N/A PERC RATE N/A MIN/INCH !�. -' TOP OF PIPE '� ; > `',� `� ELEV. = 33`.80' TtA OF tl7,�s REV. DATE: REMARKS /At." \ \ ` 4� STEPHEN cyG\ A DRAWING NUMBER r H: 2000-84 civil lot 200084Se ticAsBuilt.dw 2000-84 SOIL TEST PIT DATAmE LEACHING FIELD DETAIL GENERAL NOTES wESrAZN srRET END NOT TO SCALE LEGEND MUSHROOM VENT NOT To SCALE W/BIRD SCREEN CRAIHVILLE BEACH RD. ROTARY 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE PJ�' TEST PIT TP-1 TEST PIT TP-2 TEST PIT TP-3 TEST PIT TP-4 MIN. 2% SLOPE ON-SITE SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. GRD. EL 23.0 GRD. EL. 23.3 GRD. EL 23.2 GRD. EL. 23.2 OVER LEACHING FIELD LOCUS UNSUITABLE 4" MIN. LOAM & SEED 3' MIN. SHGW EL. 12.0 SHGW `EL. - SHGW EL. - SHGW EL MATERIALS 2. ALL CONSTRUCTION METHODS:AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 GJ� (TO BE REMOVED) AND_BARNSTA6LE BOARD OF.H.EALTH REGULATIONS. MARCHAN S A A Ap Ap 12" MIN. COVER _3- MILL ROAD PpSAND LOAMY SAND LOAMY SAND THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE N LOAMY SAND LOAMY 1 OYR 3/2 10YR 3 2 10YR 3 2 10YR 3 2 PERCOLATION PROPOSED LEACHING FACILITY. / / / TEST RANGE y W EL 22.5 6" EL 22.6X. 8" EL 22.7 6" EL. 22.6 8" 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE gW Bw Bw Bw 4 PERFORATED CONNECT ENDS LOAMY SAND LOAMY SAND LLOAMY SAND LOAMY SAND ESTIMATED SCH. 40 PVC PIPE OF LATERALS MATERIALS. SEASONAL HIGH ► HYANNIS 10YR 6/8 10YR 6/6 10YR 6/8 10YR 6/6 GROUNDWATER ( ) 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF SQ, ISLAN HARBOR 57' EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND �- EL. 18.7 52" EL. 20.0 40" EL. 18.9 52" . EL 20.0 `�" OBSERVED DELETRIOUS SUBSTANC S. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL GROUNDWATER PROFILE SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY,MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A C C C C 4" PERFORATED PVC REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE COARSE SAND COARSE SAND COARSE SAND COARSE SAND ONSITE SOIL EVALUATION W/SCREW CAP TO EXTEND " " " - " #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF EL. 18.0 2.5Y 6 j4 " 2.5Y 6/4 " 3/4 TO 1-1/2 2 MIN. OF 1/8 TO 1/2 _ B0 2.5Y 6/4 EL 18.2 60 2.5Y 6/4 DOWN TO NATURAL THE FOLLOWING SPECIFICATIONS: DOUBLE WASHED STONE DOUBLE WASHED STONE OR SUBGRADE CONTAINING NO FINES GEOTEXTILE � ,cW OFhJgS., 100% MUST PASS #4 SIEVE O yG DATE: JANUARY 3, 2019 BRIAN TEST BY. BSC GROUP, INC. 10% MUST PASS #50 SIEVE o YfRGATtAN WITNESSED BY: DON DESMARIS RS V NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER • I I 0=207. MUST PASS #100 SIEVE CIVtL y OBSERVED " OBSERVED " OBSERVED p OBSERVED " LICENSED SOIL EVALUATOR: TODD MACDONALD EIT 0-5% MUST PASS #200 SIEVE -0 9 NO.46206 EL 12.0 132 EL. 12.3 132 EL 12.2 132 EL. 12.3 132 - s r - : -� . . - • - -- . PERCOLATION RATE: < 2 MINS./INCH 5' OVERDIG �STEPtiO SOIL CLASS: - CLASS 1 ` .; ; j 6" 6. EXISTING UTILITIES WHERE: SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER SSS�OMAL LT.A.R.: 0.74 GPD/S.F. DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE w+� SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS 5' 3.5' 5' 5' 3.5' 5' OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF LOCUS INFORMATION SOIL , EVALUATOR CERTIFICATION CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, 1� '�5 i t DESIGN CALCULATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. CURRENT OWNER: HYANNISPORT CLUB BRIAN G. YERGATIAN DATE TYPICAL CROSS-SECTION DESIGN FLOW TITLE REFERENCE: CTF. 7265 1 TODD MACDONALD WAS CERTIFIED AS A LICENSED SOIL EVALUATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROFESSIONAL ENGINEER IN NOVEMBER 2017 PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY TENNIS CLUB: 250 GPD/COURT X 7 COURTS = 1,750 GPD PLAN REFERENCE::. LCP 18925-A _ = 2 GPD TODD MACDONALD, SE #14157 ---•---��� • �•�•���•Y COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS 2 BEDROOMS'X 110 GPD/BEDROOM 20 G ASSESSORS MAP: 266 SPACE (10'-X 24') \ - IN SERVICE: i TOTAL DESIGN FLOW 1,970 GPD PARCEL. 031 SEPTIC TANK (2-COMPARTMENT) ZONING DISTRICT: RF-1 E 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, 2 SETBACKS: FRONT 30' � �" 0Q>j CONSTRUCTI( SECTION 40 AT (888) 344-7233, A MINIMUM OF 72 HOURS PRIOR TO THE START OF FIRST CHAMBER: 1,970 GAL X 2 '= 3,940 GALLONS HYANNISPORT ,`o Q CONSTRUCTION• CLUB - SIDE 15� � � �J/ STAGING ARE SECOND CHAMBER: 1,970 GALLONS REAR 15 �q USE 6,500 GALLON 2-COMPARTMENT TANK ► �,� ��/ 1 TENNIS '(' �i ( CLUB OVERLAY DISTRICT: AP '�4� , 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION 1 N 1 r I J `,L J > U LEACHING FIELD SIZING / / Ai OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR ��. TROGEN SENSITIVE ,l 1 /'' '• NI f DESIGN PERC. RATE: <2 MIN INCH ZONE: NO �,, �,�Q- / ! e '�'�/ 15.240(4). LONG TERM APPL RATE: 0.74 GPD SF FEMA FLOOD " " AoqOQ / ZONE DISTRICT: A-10 B, C. PROPOSED p �r 1,970 GPD + 6.74 GPD/SF = 2,663 SF RESERVE AREA 'tQ Q o MINIMUM LOT SIZE: 1 ACRE 3,500 GALLON �Q-�� �/ USE 57 X 47 LEACHING FIELD �� ° 3 500 GALLON PUMP CHAMBER. H---20 2 IRVING AVENUE 2,679 SF X 0.74 GPD/SF = 1,982 GPD (INSTALLED CAPACITY) PUMP CHAMBER �kpp / m ��, p0 � EXISTING LOT SIZE: 156t ACRES I(IN)_13.25 ,� / ' /�'/ Y NOT 70 SCALE "-- 1. PUMP CHAMBER SHALL BE STEEL REINFORCED [(OUT)-13.00 o Q. p CONCRETE, CAPABLE OF WITHSTANDING H 20 6,500 GALLON ^p�h PROPOSED �� J /^� ���'j " LOADING. IN 9-OUTLET DIST. BOX 200 GALLON IJ . �•� /" 17-0 ( ) SEPTIC TANK k DRYWELL (TYP.) .. / / '/ i ,T00P-,OF C ASTAL, 1 IN =22.37 I(IN)=13.55 �' i� BANK•ST TE (TYE' 2. ALL PIPE CONNECTIONS AND CONCRETE HYANNISPORT I(OUT)=22,20 L / / r` CONSTRUCTION SHALL BE WATERTIGHT FROM THE 1(OUT)=13.30 S /> Q / 16'-0" FACTORY. SLEEVE SEWER i MAS SACH U S ETTS DISTRIBUTION BOX DETAIL H-- 20 (DB-21 � � ... .:.: TP I WITHIN ,D' OF f � � `' � i /' � �� 'r ,,�/ � •.,.""" ,; WATER LINE. / � � �/ � / � � / �" 3. INLET .TEE SHALL BE SCH. 40 PVC AND SHALL BE NOT TO SCALE LIMIT OF 5' OVERDI 0 U,C / / - ---- -- --- LOCATED UNDER MANHOLE FOR EASE OF OBSERVATION TPA'.' o�u �y f / `� i` /` / MAINTENANCE. ....... / AND REMOVAL OF PORT �- 4 '" \ 4� �/ f'i• �. ;�/ ► ` ' ` S COUNTY) � � BARN TABLE " UNSUITAB • REMOVABLE 6 MAX. ATTE?RIA S " "`"'', o • "'V ' D �/ �a , , ► / ~ti / 0 C /.. / 4. POWER CABLES TO BE PLACED IN CONDUIT IN COVER •G ,,}�/ � ;� y � ro �_. ti � 1 1 { - - ACCORDANCE WITH LOCAL BUILDING AND WIRE 1 a . 1 ►� ♦ 6-0 -0" CODES S /' 7 _62 n/ " �► n I I 5. 1/E3 WEEP HOLE TO BE DRILLED BETWEEN THE SEPTIC-DESIGN PLAN 18" CONCRETE RISER ' / / / •� ♦ QUICK DISCONNECT COUPLING AND THE TANK a (9) 5" DIA. KNOCKOUTS / INV.=15:2h� ( k ' L -- ---- / WALL ON THE BOTTOM OF THE FORCE MAIN. ., t " 5 / \ r�• y EXISTING /J r - O 1v ` J' 6. PUMP AND ALARM SHALL BE WIRED 3 ti � , �.. O f ON SEPARATE ,T �" lEE BOX � n �, EXISTING ROW " CIRCUITS. MUSHROOM"g, /� ., two �/ rp l#' 42:c�% r Qi'�, J ♦ OF BENCHES 24 DIA. COVERS VENT W/BIRD ` A 1$ Q?cr,• /� J♦ „ " . :�.�»... , +' ( '•) 7. 2" PVC CONDUIT TO CONTROL BOX SHALL EXTEND 6" 30 18 DIA. COVER J SCREEN I / J JANUARY 25, 2019 1 - PLAN VIEW THROUGH 1HE CONCRETE RISER. ® 4 •+ � 1 / JJ COVER SHALL BE -_ ' 47 -UPPER LEVEL RAISED TO WITHIN 6" 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED ) 00 ( / LLED WITH 4 ® 0 /�� ,+ / J♦r DECK OF FINISHED GRADE RAISE ACCESS COVER HYDRAULIC CEMENT. I + .� • J -LOWER LEVEL TO FINISHED GRADE DECK 9. THE 'QUICK DISCONNECT SHOULD BE ACCESSIBLE TENNIS " FROM WITHIN THE RISER. 4" j-' 30" -----►� , XIS SIG BENCHMARK ��a „ V�o I �� rJ 6" -;- 2 PVC CONDUIT TO CONTROLS BOTTOM ON LEVEL " a ` TEE E )X STAKE AND�,Afl /' ild J JUNCTION BOX STABLE BASE 6 MINIMUM \ c.> SETT ELEV=1 I / ' „ ,ti�., „„ 3/4" TO 1-1/2" PLAN VIEW N NOTE: PUMP SHALL BE MYERS SRM4 CRUSHED STONE " Io m 13.25 INLET: OR APPROVED EQUAL. SHALL BE REVISIONS: SECTION VIEW /' TOP OF .OASTAL �' -=--� BA 'K STA r` Din" / TEE 4 --+. 2" SCH. 40 PVC FORCE MAIN CAPABLE OF 30 GPM FLOW RATE AT NO. DATE DESC. r) /!fit 1 EMERGENCY 15 FT OF TOTAL DYNAMIC HEAD. NOTES: ,pry STORAGE=2,262 GAL. j ' / PROPOSED 7._7 v ALA :�. 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. -. / I / / STRAW 10.10 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL �'� ``- --- 22 '� ` / WATTLES V-8" 3 VERTICAL FLOAT 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. ��• `\ / ' �i / g PUMP ON 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. `_ ® f` �<v P , l 9.60 CONTROLS 2' 90• ELBOW r...-- �' O w `,_, :': � PUMP OFF � MYERS SRM4 DUPLEX 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. -�.. �T 1. ? / / _ DUPLEX PUMPS 0,4 HP PUMPS �0�. / "t . 8.08 9a0 1a :• - i . .. (SEE DETAIL) 2' 90 ELBOW ?p 2' SCH. 40 PVC �/o FORCEMAIN 19 I • 12 MIN. 3/4 TO 1-1/2 0 CROSS SECTION CRUSHED STONE 2' TEE 6,500 GALLON 2-COMPARTMENT SEPTIC TANK H-20 r9o• ELBDw o NOT TO SCALE 2" 90' ELBOW 2' 90• ELBOW 2' GATE VALVE NOTES 24" CONC. RISER TO WITHIN 6" OF c�/ [' ALTERNATING DUPLEX PUMPS 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. FINISHED GRADE TYPICAL SYSTEM S TE M PROFILE- 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. (�'•) CONC. COVER NOT TO SCALE FIRST PIPE LENGTH TO PLAN VIEW 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6" MAX BE SET LEVEL FOR 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL MIN. 2' PREPARED FOR: AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. PUMP CALCULATIONS- 2" CLUB 2" SCH. 40 PVC 4" SCH. 40 PERF. PVC 2 IRVING AVENUE EL 17.0t L=5t FT. HYANNISPORT, MA 02647 FINISHED GRADE DESIGN FLOW TO CHAMBER = 1,970 GPD 6" 4" SCH. 40 PVC EL. 22.9-24.2 REWIRED EMERGENCY STORAGE - 1,970 GALLONS 17'-0- L=83± FT. EMERGENCY STORAGE PROVIDED Z262 GALLONS 4 S=0.02 'NUMBER OF DAILY DOSING CYCLES = 5-6 PER DAY 16'-0" INV.=22.0 DEPTH ASSOCIATED WITH CYCLE _ INCHES :. 6 IN HE �.. INV.=21.71 96 SF X 0.5 FT X 7.48 GAL/CF ` = 360 GAL/CYCLE 24 DIA. 3J st 1=22.37 LEACHING DESIGN TOTAL DYNAMIC HEAD _ 15 FT IMBSC fir./ £L 21.21 DESIGN FLOWRATE (GPM) 30 GPM COVERS ( 2,019 GAL I M s-OUTLET 1=22.20 TRENCHES 349 Main Street - Route 28 d DIST. BOX THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL, =pr - 9'-0" ° 11'-2" 1=15.2 :; 9.21' SEPARATION CAPABLE OF PASSING 2-INCH SOLIDS, AND DELIVERING 43 GPM West Yarmouth, Massachusetts =13.30 AT 13 FT OF TOTAL DYNAMIC HEAD. 02�73 7,T0" C_ 9'-6" a TEE LIQUID .w. I=13.25 I=13.00 V UNDER LEVEL TEE W/GAS 1=13.55 4,342 GAL COVER 508 778 8919 BAFFLE (IYP.) '4 " yr ESTIMATED SEASONAL HIGH GROUNDWATER EL. 12.00 . 6,500 GAL 3" " 4 6 _ :; 2-COMPARTMENT 3,500 GAL. 6 3 PUMP CHAMBER © 2019 8SC Group, Inca L - _ - J SEPTIC TANK v =, . 4 SCALE: 1" = 30' ,0'-9" 5'-0" NOTE: - 0 15 30 60 Fir 6" MINIMUM MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 3/4" TO 1-1/2" EL=4.05 FILE:YAR�494820$ Civil �rawln s 494$20$-SEP.dw PLAN VIEW _ CRUSHED STONE 9 g CROSS-SECTION VIEW DWG.: 5984- JOB. NO: 4-9482.08 SHEET 1 OF 1 SYSTEM SYSTEM f \ .' wN C) PROFILE "A" PROFILE "B" I fIJ \`r-> /fj/ \ � Design Schedule (UPPER LVL.) (LOWER LVL.) �u z ELEVATION ; `' �� \, I�-IN,.J - ,-.,".-i I-.1-','-//-I,**.,/�,\,�-.,.-/� ...v!V-,..",I..e�ee ","-,..A-X > -0-.,IW-,i L,.1,-,,.'1�'t.1-1'.1..I-,-i--�,11 tI 1II,"\%.I1'-.".',.�II.,1,-�-;1.1�1--.-\,-`,\--%,'\,I",I-II\Ik 1 z ItII\z\I-,I-z,,I/,/.CI,1 -'1--I.1;�..I1,.;.\.I%.'�I,I,I,,C.I t%44,�,G,%..L,,.�I kIII,;1N,\I,.%"-.'.",I,I/4.I-\XI,I 1)I-.\1-.2/1 9\I kI f,'..\,-..-r(,.,21'WI\,\I-I-.,F-,.-,"L,\I.I�L";-I)-�I-NI%-"\'I_,�I,,.,I.I 1\,,-.\,-.I,,\1\ .,.\,L�,,I,_,-4,,",I,I1�k,1\"6.,-("-I""\- �-.,. 0..�0F3 KITCHEN KITCHEN LKRRMS �j �, ^ \`�`\ -, ", ,\1 \`•, a ,mmon and o 1. 00" Irof I. lJ iI ML SIG ,C 1.1 SEWER ^ \\ el 4•f . \ 3 3 &DINING /LOUNGE & SEWER I . , ;.. ALL INVERTS FOR THE EXISTING 3,00R GAM,ON 1 t r `` '\ " '1),4/ , TOP OF FOUNDATION N/A N/A - GREASE TRAP, AND EXISTING INVERTS AT E ' i / ,, ` �-` t \ ` ",,,�y"ti,�- \':� `,•` i o RD ., BUILDING ARE TO`8E VERIFIED, AND;SUBMRTED! FINISHED BASEMENT FLOOR N A N/A `�-k t ` IN WRITING TO THE EWNEER,TRIOR TO r I- q;'r i /•\ \ �' \' \\ SEWER INVERT AT FOUNDATION 67.5 67.5 57.0 58.0 \ `' -, CONSTRUCTION. ��I / \ \, I ••� \\,,, / c��`' Sch olhouse \1 x ` \ i � i `• \. `� I \`\.> \ / Q a a a C,� Pond \ r ? `-t_ \ EXISTTNG SEPTIC TANKS & LEACH PITS �� 1 � \ \ LOCUS SEWER INVERT INTO GREASE TRAP N/A N/A 57.20 N A � \ ,\ _1 ARE TO BE ABANRONED, CRUSHED, AND `^ �o ',' j \, \. ' 1 C.,� P,,,,, - �� `\ /` - N SEWER INVERT OUT OF GREASE TRAP N/A N/A 56.95 N A :�•. -!._. BACKFILLED WITH L'LEAN SAND AS PER MULES & ' `. = h 1. ; 1 C.� j`%%�; \ ' REGULATIONS OF MASS. TITLE V 310 CMW 15.354(3)(c)(b)(c). f {, ! 1 „Fh , `, , � ` I '�' SEWER INVERT INTO DROP SMH 1 62.00 N/A -' i + "�`�% r `� i \ w AND THE LOCAL BOARD HEALTH. < /t.;4t �.,:: / a + `(� l_ / / / J, -,.n t �`, j - ...-•-----,.,\ ,\- ,v �, ,l I{ R 2 SEWER INVERT OUT OF SMH 1 59.40 N A \\. a6 \ i/-- , \ -_ _ SEWER INVERT INTO SMH 2 52.00 N A 52.00 ' `` . `�\ APPROXI TE %ocanoN f -__- l ":-� 'r ��`� 51.90 N A 52.00 `' ; \' � OF EL CTRIC CABLE I F - i �' �o Q SEWER INVERT OUT OF SMH 2 �:. y l , ` . `1` -Ir '-'--, 1 ',��� A SEWER INVERT INTO DROP SMH 3 '', \ \�, \ t-,- -1-r I V \\ > 0. ._`,- i t / 78 1m}NG `` ` ! l ~'-r 1 ',1�: '\.�,`s•-',- •`� ^i `t I,,•�Y ,'�ti. . '; '.; _ � � EXIST. .-- '�.�' �•'•� ;�;."``` /s; r^�1 .l_- ''• 76 DALE SEWER INVERT OUT OF SMH#3 48.76 - %, �• 1 �/A._., -.- • H ) '�► INV.-s7.5 - �.! -~:`_ ' ' `� 1, AVE t- S� D�7#UL S_ E C-4 r ., ,o;•l ��,. ORANGE FLAGGED �a-.r� `• r•, ` 4 �� ,T DROP SMH# /., SYSTEM PROFILE "A = / / '� f ` -! SEWER INVERT INTO SEPTIC TANK 44.82 UNDER';RouND ^" r` `'� i!�'r - R464.00 �: -/ PROP. �, , r:_� y, ELECTRIC LINE, ~ � i '•�� ``\' -� 1=62.00 IN) ` �" SCH 4O i INV.=67.5 �" �¢ 1' r -` 't'/` 0 SEWER INVERT OUT OF SEPTIC TANK 44.57 � i 4- • � - PVC PIPE, '>/ /y t �' "/ - Lz; 1�". ,=` � -; I=59.40(OUT) 1o/"`i .poi O°' ; 7S �•, SEWER INVERT INTO DROP SMH 4 43.50 '`. � - . , '- `'` I /'� v'Y�' EXIST. ��`' mot\ '� `��'S ! .-•� ,' SEWER INVERT OUT OF SMH 4 39.00 ® �'` `-„! 'I PLOG I�ND - } __ PIPE TO BE �? - -- ,' , ; ro. %.! %, , \ z, LOCUS MAP t r, r � ti. ` �, c 4-, REMOVED , y ! NTS \ 1 .� !- 'OF EXIST. QIP y ,x { A,`v �� 0 ., -V `'4,', 'ter SEWER INVERT INTO PUMP CHAMBER 34.10 ® ��:, l �� V�i`'r�., - S ,. /': _� PROP. ;k',:� if \`~ � / 'R`� 1', %/ 4' y SAL NOTES SEWER INVERT OUT OF PUMP CHAMBER 33.35 ® i �_ r'I �. ` u, / INV.=58.0 -) f ,, i `. N!- \f \ ` `' ` �' `'' - , •--- 'i';� -/ - , `Cry rf- SEWER INVERT INTO LEACHING SYSTEM 33.50 I \'\, ~ j", - �' , -i✓, ` , 1Z '�``� .�(' k,"--1. _ i `='`- �, i f `\ 1 � I'r ` t, 1 i\, I \,, ` 4. wioE\�, `' ��- � >r; �,�L/'F �~ %' �;J%•_ � ---�"'.„~- _ ~4 f�',' r TILTLESV OFMTH�MSTATE�SANITARYLCODENDATEDED IN ACCORDANCE WITH BOTTOM OF LEACHING FIELD 33.00 \ ;�, WATER TABLE NOT OBSERVED 1 I- mo)• -. r �. - k� MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. __t r, tom, +,r, \ `` `U, ' `�' 4" SCH ^"�. a� �*)> L` ,,, \ 1 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING r J^•(, I \ \• ' ?PVC PIPE 7-� - \ o, '`,�._ .�;1 r8 JC ! BY THE DESIGN ENGINEER Ai~>\ r^ ti \ \ \ �� 4,, 1 \ i '`= �'r ` `f`''<, 1 \ \ 1 1 500, GAT,. / � � � ;�rl �_� / WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, 4 ,i - �t } (��, .. 1,/, \ ` CEASE,TRI►P B `� 1 z - _ ,.! - j ,� - _ \ 1 NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT \ `� ` \ �p 4' SYSTEM i° _ _ r I If+ri;�1,. 1 \ s:, L3' 6 p?0�-PROFILE "e" ��` i __ : r"k FOR INSPECTION. a, i \ w I -('.iAr \ , (\ s S=d`,222 '\, PROP. 'r r,. �� ` i' f- r o. it I /I 1 Pj- ` IM.=57.0 ` , _ 1. ' i Y \ r -4a"`�,:�t"�' �` FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. ,c,. I I SMH 2 6 \ �- ,- ; a�f� t r ( ! r I rt 1 R=56.00 '\ , � QC\��n �" . . '_ \ THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN I t ! I 1=s2.00(IN)' �, c ,. ,�... ;,� -I.�/ ( /` APPROVAL BY THE DESIGN ENGINEER. Leaching Area Design j 1=51.90 OUT) ` v "*J-:!tz-_- -`__ �,�;; . / ! I r ` Z /. _ - ter ' 1.. /-_ ` • i� \ ,, - --- ---- _ ALL INVERTS AT EXISTING BUILDING ARE TO BE VERIFED BY THE CONTRACTOR . I � `''. - , "`�` ----r'-'- ��?.. PRIOR TO INSTALLATION, PURCHASE OR CONSTRUCTION OF ITEMS SHOWN ON PLAN. DESIGN FLOW DINING_&.1UNCH _ROOM_---__-_-_.___----____-__--.----_-_-- ,/ �1 t (SEE DETAIL SH #C-4)DROP�S�IaH 3 60 '' �. �` r= _ _ \ • - I \ '' '- - �`.,11` \\ t (125_+60)SEATS. X. tOGPD/_SEAT_=-J.$50_GPIl___._ _____.__. -_ I "r •' . �-'"�::'� - -. , <'- 1. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF �'r, r 1 ! 1=5.>:36(IN.DROP /o �_ f - -� �"�\. f Y ' ` , r� i I THE SEWAGE DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF MENS _& _WOMENS_LOCKERS. \ = ' ?f'CT) w �,,u�: - _ '\`�. i i+ ,, ,� _ 1212. LOCKERS __.X 20_GPD/LOCKER..-_4,240_-GPD_____-_ -- I THE SYSTEMS. , { t `f MEMBERS._LOUNGE_-_50_SEATS_X.20GPD/SEAT=1.000._..GPD \ ` ; E I 4 i � !n ,` \ ,i -_ J r -, z+`� t WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B HORIZONS ) TO BE T TA AI Y F W = 7090 GPD �\ `, \, t , 1 1 ) / ,- ! / //-1 - `-- I `��-�_` •~` REMOVED AND REPLACED WITH SOIL CONSISTING OF CLEAN GRANULAR SAND, ._. -_ _ __- -. ,...___.-_-,0_...._..__--..--..-.__.--.--..--..___._---__-___._.._ ` / _ ` ' i I i' rt ' I-- '� \ ., FREE FROM ORGANIC MATTER AND DELETERIOUS SUBSTANCES, MIXTURES AND ..-.__. _ _...._ _.....-.- ..._.....-. . _._.._.. -__._._._____..--.-.--__..-__._. ....._.....-..__..._. \ I I 1 \�// �:r, ' Q r i `.mil 1 / ' -, . \"` \ /;1 LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL SEPTIC TANK USE. MULTI COMPARTMENT TANKS -20 -- -------�._._�_.. ,,_ I :y /' �, r' / �, \ %/" NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSES , F, "�*-"----•--...Z,�,'; i / \ \ ! /h l /r I i jJ ^� \,\ \ ��?� .;----�� SING A '4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF 20,000. .GAL. SEPTIC._TANK._.__.-_.._._.-._._ ____.__.._.__.._.___.- \ - f �/L - - if`\%' !, - -_ ` \ f 1 ` u \I _---- .� I-•_ A: I•G i`r�, ;'' `� .r / Ik \ �;' % / / ! I I ' \ \ ti UP TO 45! BY WEIGHT OF THE FlLL SAMPLE MAY BE RETAINED ON THE4 1 st...COMPARTMENT-2_-DAY_DETENTION _=-__1.4.180-GAL-._-_._ \ \ "- -, l- --�_ '-•-- t ,t''`-"-- w`^-1- 1 '' / v l / 1 / t \\, `-- - \ SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF THE 2nd COMPARTMENT-1__DAY _DETENTION =_7�090_GAL.____-___. �� \., --I_ ,,- j ��~� It - Y�' \ , �, ` 1 � / t } � \ \ , -_ r� :^,� ` `�__-- i^�/-j- ` \ , ' 1 ;�; ` r -`\ s?. FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE -._ j r ^�� _ �'t`' "- -� r '''�;�r ; t` `` 4 THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS . .r j ''!' t �'-- '''-•�.�,,, `� r J�O ``L-...ice- i i 1 \ '', i \ t GREASE TRAPS UPPER KITCHEN \ \} �� ',,`-� . f-;;'r;'��;�,•, "' -- _ _ ____ - I .r,�-�i ham- J .. rf' �\ ,f ` \ "` - - { „ {, ` - , " �` -- ,,/ �? . ;� / / __ SEIVE SIZE EFFECTIVE PARTICLE SIZE % THAT MUST PASS SIEVE I /, 1 1 \ \ (125+60)SEATS X 15 GPD/SEAT = 2,775 GAL. ; \ \i t � 't , - ., \ i ,� -- ... - .. ___..- USE EXISTING 3__ GAL. GREASE TRAP �\ I _ � - --w' '� �' _ �4 �-- - - ° ;` < i` 1009 rt i�+'�� i, J� r �'J �� k\ 5� ` 4 4 75 MM LOWER KITCHEN - `� ` I s� Y"hf/f�` `I I I .__ __ _. .---- -_ 50 100 . - _ . _ --------.------- `- c`` /I \ t . � � �,-A _`i ` T r-- - \ ---� ' /' ! 1 / 1' t XY -� i l Sr � 100 0.15 MM 07-?n' 9�r 1 -% \ r -••-•,,� ) 1 50._SEATS X 15 GPD = 750 GAL(USE__1.500 _GAL TANK_- } �; Ar - _ ROTOND ` _ �. 2 �` 0 GT6x 10-15-_1,500-_.GAL GREASE TRAP s i ��/ }�\ i/ t f 1 r 7 R' ~ -' r L/ \ \ -- --- __-_ __..-- ----- _._r.._ ri ._..•..•__•__._-_ ! �y� r /I PROPOSED `..� -/ -- _ \`t " LEACHING AREA PERC_RATE._= <3_MIN/IN_ _C_�...SS._I__SOIL M._- --_--- ._. '�T�;� L ?"'� ��' '„'1 _. , ^ t I ,` r` ",1'\ �/'� \. ;{ b(�'•- " ,;x 1 t- I - i I �,. \ 23 00b GAL. / ,,/ •,\ ` \ SHOVLJ 6, i/LKir 1EG IN Irrc FIELD 1BY THE APPROPRIATE LTAR =074_GPD/ .F-_- __-.--._._.._______-..______...-.___.-_ -.__---- � BQA ''Ot�/ � r v,` I 4,i 1 � I t SEPTIC TANK - �- ---_ _\ `;��' � r/ tit � _ -� -.4 _ �_ __ _ � 4S UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 7,090 GPD/0.74 GPD/S.F. = 9.581 S.F. `� -1: /' j ~ ' I __ __. _ __. -- � ," _ _ .-_-__._-.,._--.__.______--._____----__-.-_, r i k.' , / \ �f / I �` v _.. _.. _---.__-. __ ___ ..---_-._- ---.____..__.___ _.--- ;,�� CAT `� / `� \,_- .I SEPTIC TANK NOTES r -- j �. r = LEACHING AREA 90-1-_X._.11.0 W_ .=_9,900 S F:__>_ 9,581 S.F_ -- --- �. _ _ ` �::-1., �C, 11 1 � `',� � i 4 � � \'� T o: �,, PROVIDED .� _. if �r �K rr, �` _ _ _ `,), t _ .._ ._ __ ,qQ,,, I I " Ic 'J1 <- ' 1 ' N -•- '� - FOR SEPTIC TANK SERVING NONRESIDENTIAL UNIT EXCEEDING 1000 GALLONS t i J , /T- \ ` , -!- .. _ ; j ?'+ 0. .,I \ 0 , L=16' \~�rf^, \ / 1t / 'r PER DAY A 2 COMPARTMENT TANK IS REQUIRED MEETING FOLLOWING CRITERIA: r. 1 \ \/ OBSERVATION HOLE DATA (P-10,006) =�' `' t5\,t ,t ' = !,=- 1 S=o•o67 ``1,"ti \ \ , , _ -�.,�� yJ�^� it 'I •`'yI � 1 .� / ` ,•- NOT MORE THAN TWO COMPARTMENTS - - 1 \ \ r,-,_j _ �. ` \ �, 0- ,r'r, / / FlRST COMPARTMENT SIZED FOR 48 HOURS DETENTION TIME. INDICATES PERC 0 INDICATES OBSERVED - "�~-'. ` N '\ � \ j \ I te(^ ,,\ ,;• \, TEST = GROUNDWATER �, ti` 1 i 1^, \ \\. `w, I� \ r' 'I- ., ! i ` �, .,- SECOND COMPARTMENT SIZED FOR 24 HOURS DETENTION TIME. �_ t, �, .. i >, l I---_ 1 , ' �t Y 1 "I • �---',- , ) I • ,�-� \ !,� "A _--�� i ;``- :/'o "AzC-,. r - -_. _._ _ - _ THE COMPARTMENTS SHALL BE INTERCONNECTED BY A 4" (MIN.) TEST PR 1 GRD. EL. 43.5 TEST BY: JOHN ELLIS I _,. `; ti \ `-.- `, .r/\:k L' 1 i. f t;`fJ!" %" P-10,006 k`• ` - L VENTED, INVERTED U-SHAPED PIPE WHICH EXTENDS BELOW 1 1 ( ) GW. EL. N/A WITNESSED BY: GLEN HARRINGTON ` t-. Z �-':�. - ` r - _� - \ ``--- /(7 -_ , ,--- \- /�,� t ,� - BOTTOM OF SCUM LAYER K`v' r \. ` z`,, -�, �,�I" \ -DROP SMH#4(SEE DETAIL SHEET#C-4-) \ f I _ - THE COMPARTMENT INTERCONNECTION INVERTED U-PIPE SHALL BE EQUIPPED DATE: 8-7-2001 MOTTLING. EL. N A BACKHOE BY: I \ `;. =, �.. �:- =4§_50 - f ; : -. ' j _ - __ __ - WITH A CORROSION RESISTANT GAS BAFFLE. ^,.•-- - , �, 'r;,1= .60(IN DROP) O \ - \ ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER 1 ``7 4-.-N `` � \ ` 1 3, OUT r v , "- I DEPTH HORZ. TEXTURE COLOR MOTTLING •, mow._ � ,`':a.• 1 \ PUMP -1 ,/ -' , '-- - ' -- - ynni port Club \ - 24 '"1 i_ ,zz-' , �\ ` 4 POWE ;:�J� - Ha is 43.5 6" 0 NONE ~``'L ,, `� /.`r^`\ �'`. '� LINE f `' - ,� �- = " y �� _ ` _ -�_. l �� _ _ - , % ," , 440 _ --- - 2 Irving Avenue 42.3 15" Ac COARSE SAN 10YR4/3 NONE - - 22 `-1" \--N- ` � �4 �,}`ti - �,°' - - "--ti_ , ,_. - 'J \ ` ,--V`�` ~\ -l `,. + \ \ %� \ PUM \`nc� ;'� 3" SDR-26-PVC I-I-,-\\%..,\1 -W"\A-../,[, - .•-., t''+- /. -'I : L `� ALARM Z VENT PIPE(TYP.) 39.2 52 B LOAMY SAND 10YR5/5 NONE \ - \ Y- �-- - - y n Po , Massachusetts T'••...,�...••., r �• ♦ , Hans � \ , �� \ .-.'I/.1 33.5 120" C p MED. 10YR5/6 NONE \ \'\ ��-, 1 � \,./ \ 0� j ;. + r„ PREPARED FOR \ I �� + -' ' ` °-I _` % \ \S _ Brown, Lindquist, Fenuccio & Richmond BOTTOM ZONING DISTRICT: RF-1 I I I + py (° \i1+ 0/!:.: - ✓' i . . j \ '\ , _ r38"".._ \4-,-I 4..'-I.,..,/'"1,y\"I.7.-.-I..:.1,1-.\�,:N,.�.IIi;\!."r-.I1� WATER OBSERVED PERC RATE �3 MIN/INCH OVERLAY DISCTRICT: AP y`''�- I t i \ ° - ` ' ... -, s ` �0 :'�. ''' . ;/: -: -. ,- 4 l TITLE BUILDING SETBACK REQUIREMENTS -'' --a i I Y �' ✓ ,. r ;/: s m • ,_ t - = . .11 �� Sancta Des oral S stem Des n Plan PIT 2 GRD. EL. 44.1 TEST BY: JOHN ELLIS FRONT = 30' SIDE = 15' REAR = 15' rP 3 /' ` - :; ; ' :� �o rIl P Y 9 N TEST , - // ., . , '; \ �._� t Q t ,; . . � .i� .�... � \. t (P-10,006) GW. EL. N/A WITNESSED BY: GLEN HARRINGTON 1 '`� \ 36.5 �. / f ASSESSOR'S MAP: 266 PARCEL: 31 1 i %P ! /. 4' o DATE: 8-7-2001 MOTTLING. EL. N A BACK HOE BY: DEED REFERENCE: CERT. #1910, 2721, #7265 ':5 \\, , ,,` i. �, /,�� .,�' o� \ \ %+ - ,, \ , . .� . ,. ., \ -`. Baxter, Nye & Holmgren, Inc. o - C" COMMUNITY PANEL NUMBER 250001 0008 D t `. r.., ,/ /. ` �P(N F Mq - ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER F.LR.M MAP ZONE C t T \ - �� ` �- iirr -/ y \, S ° '� Registered Professional DEPTH HORZ. TEXTURE COLOR MOTTLING - - \ . :.I /' /. /. �- - TEP E G \ -- GATE / .i �, \ cn "I ` l' / . En eers and Land Surve ors 43.6 6" A NONE \ - - ( BOTTLING - �!'� f / i y _t t / \ 812 Main Scree Osterville MA 02655 Q' EXISTING SEPTIC SYSTEM PER FIELD LOCATIONS OF \ -" o' s ` .� r ' .�. � \ j q�i�" �) <cQ 41.1 36 B LOAMY SAND 10YR5 6 NONE � \s-.: �s: D /Q, / . . :. J I-,,-- Phone (508)428 9131 Fax-(508)428 3750 0� GrsTti� \�, / 7/1��2001 AND INSTALLERS CARD (PERMIT #85-895) - - g �o -,, / i , �:6• C- X y Fj ..-\\ U " LOCATIONS ON PIPES ARE APPROXIMATE `\`y,v \\ _ _ _ _3q,.- --PROPbSED . ` \ y ` Email: Admin@jkholmgren.Com _ C, 33.67 124 C SANDY LOAM 10YR6 6 NONE - �. j /oS%o ,\; . . `� ONa-E 15,000 Z AL. ,/. r. S��.0 , �, : / ` ` '\\ PUMP CHAMBER Y. +L cXzX"�. J. 1 .. . \ ~, i� 30 O 30 60 .-1', ` \- \ \ . i.. `' \ SCALE IN FEET \ �. J i ' BOTTOM ` - `` - �y% \ SCALE:1 -30 DATE: 8/7/2001 WATER OBSERVED ® N/A PERC RATE N/A MIN INCH \ \, �� TP# 6 PERC) ` \ � Cat. 1 . / `\`:' . - 2e �, . `' s ti \ ' REV. DATE: REMARKS 3" SDR-26-PVC ` z %\ `.\ �'"�L FORCE MAIN ti$ '\ 1 #1 12/21/01 ELEC. UTIUTY LOCATION ` \ #2 1/16/2002 DESIGN UPGRADE w \ -' - \ \ \ #4 2/19/2002 REVS. DNVERTS UADD TDEST PITS DRAWING NUMBER \ '\ '\ \ REVS. SEPTIC LOCATION \`+ ~` \ - - H:\2000-84\civil\ lot\200084sso.dw o \ - 300, TO WETLAND , \ o \, 2000 84 N 0 0 0 CV I I/8.OM POLY50PREW CAI S'-J'SECTION I I/r DIA.POL1EOPWIE GA9QT s-J SECTION 12.8 TOW I I/r DY1 POLY60PREK CASKET 12.8 TONS I Ilr DM POU'60PROE CILSRET ( I 1221/2-SEC" 1 CD r-2 TTrWsELT10N - TYPICAL JOINT DETAIL TYPICAL JOINT DETAIL TYPICAL JOINT DBR'A!L TYPICAL JOINT DETAIL 29'-10' 46'-4- 5'-J'a 1-8 1/2• Y-e 2 Y e 2 _ B-22' S'-3' . r� �—'I r-(3)r_� 8' - -2 2 8'-2 1/r SECTION 9-2 I/2•SECTION VV 2 2'-Y 2'-J' r_r -r-r I8.8 TONS 18.8/dR5 B 2'OIA IFTNC r i F y. AL r OM Lf111C HOLES(IYP.) t HOLES Or.) n �� [TA 1 V-4' (z)r a2 -SECTIONS TOTAL + �r 1// +/ Optiorwl ksvoy :�Cr � 0 + ` - ` - � Optlond ke•ay �-� �/ `/ rltn Hnserts far ; h '- �� aMnttl-floatotlorR shelf a-- 10'-0• HOLE anti-BoatatlaI shell Xit 10'-0' �� �� °.VISE v.. r4i 2V-10' 3 45'-4' THEADED NSFRTS FOR ° --I' 111EMtD NS[RIS FOR8 TEMPORARY ASSEIBY FwmwxRE PLAN VIEII TEIPORAIt1'ASSE1BY HARONIARE 28'-2' T BAFFLE 11'-4- PLAN VIEII 7-3/4' 21'pA CMU - 6'MALL 2-3/1' 21•DM -�-+� 8•MAIL Ir INLEr 9--3 7/4' Y J J/r T ° on pN Cup INryI „uI 'nI1 �ryryBl ��I(jI {N�1 pryn IIpII I�BII + I I I ' I I WIFE I I 0'-0• pp��p {p0��ry E— P� � !� 0� P� r-0• 8-0' _J� P� !� I� " � r-0. U U U Li U U U U U U U e oPrk7 iErrLY WITH INSERTS LJ U U U Li U G"TIONAL KE,"fwr WITH INSERTS FOR PRECAST OR CST N FIELD FOR PRECAST OR CAST N FIELD ANTI FLOTATION SHELFT. °• FAHnOR PRECAST R CAS ITT 11, THREADED NSERR FOR TEMCMARI A$$EA6LY THREADED INSERTS FOR FIARWARE SECTION A-A TWDINARY Asso�Y I FLOTATION SHELF CA "N SLFL^TlON B-B HINIO�vRE SUCTION A-A �FLOTATION W N"� SLL7ION B-B c-1 15,000 GALLON PUMP CHAMBER N.T.S. C-1 23,000 GALLON SEPTIC TANK N.T.S. DETAIL DETAIL 2" DIA SDR 26 PVC 3" DIA SDR 26 PVC o ORIFACE SHIELD (SEE DETAIL) 1/4" DIA ORIFACE TOP OF PRESSURE DISTRIBUTION VENT MANIFOLD < PIPE 12 (O'CLOCK) 5'-0" O.C. 2' 2' S' S' LATERAL M 3" DIA SDR 26 PVC 2" THICK LAYER OF 1/8"TO 3/4" DOUBLE (TMP) ( ) A PRESSURE DISTRIBUTION WASHED STONE (PEASTONE) 90' MANIFOLD (SEE DETAIL) 3" DIA SDR 26 PVC GEOTEXTILE MIRAFI VENT MANIFOLD I- — — — — — — — — — 6DOX OR APPROVED EQUAL ' .'. .'.'.'. . .'.' . �, .'.'.'. .. . . .'.'.'.'.'.'.'.'..'.'. ..'. . 1 6" DIA x 18" LONG; i>!.. . . . . .. .. . . . SCHEDULE 80 PVC` — — — — 3" DIA SDR 26 PVC 0 0 0 0 0 0 0 0 0 0 0 0 0- PRESSURE DISTRIBUTION I 1 \\ f MANIFOLD (SEE DETAIL) . . .. . . .. . . .. . . .. . /\\ �Q \� I .. . . . . . . 1 6" DIA x 18" LONG /�\\/ z/`% \ \\\�\\ I ALTERNATE ORIFACE . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . : : : : :: : : :: : :: . . . . . . .. :1 SCHEDULE 80 PVC 4.5' S' S' LOCATION (TYP) �!' HALF PIPE SECTION TYP �� 3" DIA SDR 26 PVC/\�(\/\\�\/�\\//\/�\ \/ /\/ /\ /�\/�\/�\/��� FORCE MAIN 0 0o 0 0 0 0 0 0 0 0 0 2" DMA. SDR 26 PVC I �- SECTION B—B EXISTING GROUND OR 3/4"TO 1 1/2" DOUBLE I LATERAL A ERALUTION 2" DIA SDR 26 PVC I DIA ORIFACE TOP OF 1 APPROVED SEPTIC FILL WASHED STONE PRESSURE DISTRIBUTION 1/4- LATERAL I PIPE 12 (O'CLOCK) 5'-0" 0. . PLAN VIEW1/4" DL4 ORIFACE TOP OF PIPE(�) 1 0 (12 O'CLOCK) SEE LEACHING FIELD 2" DIA PRESSURE DETAIL FOR SPACING DISTRIBUTION LATERAL FINISH GRADE B o 2" SDR 26 PVC 0 0 0 0 0 0 0 0 0 0 0 0 DISTRIBUTION GEOTEXTILE MIRAFI ORIFACE SHIELD (SEE DETAIL) I I LATERAL 6" DIA X 18" LONG SCHEDULE 80 PVC 600X OR APPROVED EQUAL _ _ _ 1/8'70 3/4" DOUBLE 12" MIN - • ( cn 5' S�4.5' r 600X OR E MIRAFI APPROVED HALF PIPE SECTION APPROVED EQUAL WASHED STONE (PEASTONE) 36" MAX C (TMP) :0.a a.Ce V a "a--�. f!'a-_.- "1'a' ..- 'as'a".' - - _ OVER TREATMENT VARIES C • � KSI 0 �ts1^ •�6d- •-b . s rs •o.• o 0 0 0 0 0 0 0 0 0 N �,•° b .�,.a• b eb b b .A o '�?•duo$•�. d?•duo 8.�.c3: d:° � o I I �/\ 49'9090 1/4-TO 3/4" DOUBLE \,\ \ . o 0 0 0 0 `� �% .b "d?^,d�.• / WASHED STONE (PEASTONE) \ ' 5' 5' 2'I �/ NOTE: ORIFACE SHIELDS NOT (TMP) Rn \ / 3/4-TO 1 1/2" DOUBLE I. M. SHOWN FOR CLARITY �/\ \/� WASHED STONE 0 0 0 0 0 0 0 0 0 0 0 /../ice .'.'. . . . . . . . ..'.'.'.'. .'.'. . . . .'.'. . . . . . .'.'.'.'.'.'. .'. EXISTING GROUND OR 3/4"TO 1 1/2" DOUBLE PLAN VIEW L2- SECTION A—A APPROVED SEPTIC FILL WASHED STONE — — — — — — — — — J SECTION VIEW EXISTING GROUND OR LL - - - - - -- - - - - - - - - - - - APPROVED SEPTIC FILL LIMIT OF LEACHING FIELD A c-1 PRESSURE DOSED FIELD SECTION N.T.S. c-1 PRESSURE DOSED FIELD N.T.S. C-1 ORIFACE SHIELD N.T.S. 2tr DETAIL 211A DETAIL DETAIL P4�NOf a EPE ENrn CyG JL y' N,o�.3U2i6 oL 2 Hyannisport Club SCALE:1"=30' DATE: 8/7/2001 2 Irving Avenue Baxter, Nye & Holmgren, Inc. Hyannis Port Massachusetts Registered Professional Rom• DATE: REMARKS y Engineers and Land Surveyors 11 12/21/01 ELEC. UTILITY LOCATION PREPARED FOR 812 Main Street,Osterville,MA 02655 12 1/16/2002 DESIGN UPGRADE C 2 Phone- (508)428-9131 Fax-(508)428-3750 #3 1/22/2002 RAD DESIGN UPGE Brown, Lindquist, Fenuccio & Richmond DRAWING NUMBER Email: Admin@jkhohngrm.com TITLE 30 0 30 60 H: 2000-84 civil lot 200084ssa.dw Sanitary Disposal System Details 2000-84 SCALE IN FEET SYSTEM PROFILE 'A• S.A.S BREAK-OUT CROSS-SECTION DETAIL NOT TO SCALE NOT TO SCALE EXISTING GRADE COVERS AT EXISTING GRADE EXISTING FFE = 70.9 RIM=64.00 DROP SMH/1 TOP OF SLOPE - 4 . (STEEL REINFORCED FOR H-20 LOADING) ELEV-36.s 13' ELEV-35.0 3 _ - 0 2• PEASfONE t EXISTING +::_ INV AND SLOPE TO BE VERIFIED BUILDING IN FIELD BY CONTRACTOR o (UPPER LEVEL) o 2x SLOPE ELFv-34.3 �- RIM=56.00 SMH#2 � SLOPE INV=67.5(KIT./DIN.) INV=EXIST. o (STEEL REINFORCED FOR H-20 LOADING) INV=67.5 SEWER) INV IN DROP=62.00 ti-'r o BREW o� 4" SCH.40 PVC _ _ _ - - - L=34 S=EXIST. (GREASE TRAP) o RIM=56.30 DROP SMH#3 - - - - - - - - INV IN DROP=62.00 • 6" SCH.40 PVC ELEv-34.n •°v°dat'P"°aa?� 'P° e °"o•''�` a'�r•°°9°'�'v°9• �r4°"9`s�•v"9°; ELEv-3+.t� o , (STEEL REINFORCED FOR H-20 LOADING) ' (UPPER BLDG-SEWER) L=65' S=0.114 3 6" SCH.80 PVC o aP •• °e:f=a� L=27' S=0.020 t �• oa: EXISTING 3,000 GAL. GREASE TRAP i INV OUT INV OUT(SMH#2)=59.40 (TO SMH#3) o 12" COMPACTED STONE BASE =51.90 o BOTTOM or SLOPE - 2M. INV IN=52.00 r:• .' o SAS. LE#0#w nELD (LOWER BLDQ ; 0 6" SCH.80 i'VC 6-CRUSHED STONE INV IN=52.00 L=138' S=0.029 (SMH#1) o , 2' pw PRESSURIZIED PVC INV IN DROP=51.36 (GREASE TRAP) 12" COMPACTED INV IN DROP=51.36 STONE BASE (SMH12) ;b.►;. d ears:;'g NV e� INV OUT(TO SEPTIC TANK)=48.76 12" COMPACTED STONE BASE SYSTEM PROFILE 'B' SYSTEM PROFILE NOT TO SCALE NOT TO SCALE (2)-3" SDR-26-PVC VENT 6" INVERTED RAISE COVER PIPE AT EACH END OF FIELD U-PIPE TO FIN. GRADE WITH WATER TIGHT RISERS FRAME & XISTING GRADE C�R(TYP•) RAISE 3 COVERS RAISE 3 COVERS NV.=33.35 TO FIN. GRADE WITH 4' MIN TO FlN. GRADE WITH RIM=45.50 DROP SMH 4 4 3" GATE VALVE EXISTING FFE WATER TIGHT RISERS RIM=56.30 SMH#3 WATER TIGHT RISERS (STEEL REINFORCED FOR H-20 LOADING) FINISHED GRADE OVER TANK= 46.5 (STEEL REINFORCED FOR H-20 LOADING) (THROTTLING) FINISHED GRADE OVER LEACHING FIELD = 36.5 MAX 34.5 MIN FINISHED GRADE OVER PUMP CHAMBER =38.5 3" SDR-26 PVC FORCE MAIN EXISTING R aw_ am L__j L___j L-Z.-J L-Z-J L_J L_J L--J 4" SCH.40 PVC o L'' ';' o RAISE 3 COVERS BUILDING L=23' S=0.218 6 - 6 S-0 067 0' " SCH.80 PVC TO FIN. GRADE WITH (LOWER LEVEL) 0 12'7 L-1 - . o WATER TIGHT RISERS , :i 4 Q' •o .o •o `o ° °o ` " GAS � o L=33.00 18 INV=57.0 INV=56.72 BAFFLE 9" INV IN DRO 0 6" SCH.80 PVC , r + ' HIGHWATER ALARM EL=31.33 4" SCH.40 PVC 6" SCH.80 PVC LK?UID P=43.5 o L=192' S=0.026 �� EXISTING SOILS TO BE REMOVED TO THE 'C HORIZON" 5' MIN. INV=56.47 o L=138' 5=0.029 LEVEL INV=44.57 I LAG PUMP ON EL=30.47 L=14' S=0.020 e HOLES o �i/8" WEEP HOLE LEAD PUMP ON EL=29.61 L-IINV IN DROP=51.36 o ZABEL FILTER CHECK VALVE INV=33.50 _ �NO WATER HO do g��Ry LE * (GREASE TRAP) INV=44.82 MODEL A100-12x36-VC K 1R1V=34 10 PUMP OFF EL=28.75 DOSING CALCULATIONS SSILT ALUATION PERFORMED WITH EXTENSION EL=28.25 • INV IN DROP=51.36eas%d;$B°, ® DAILY FLOW=7,090 GPD (SMH#2) a -mob fQ .. d eo` d .s DOSE 4 TIMES DAILY 12" COMPACTED S TONE BASE INV=39.00 12" COMPACTED STONE BASE �� _THAN 1 DAY INV OUT(TO SEPTIC TANK)=48.76 PUMP CHAMBER STORAGATER ALARM ABOVE 7,090 GPD/4 = 1,791GAL./DOSE 1,500 GAL. GREASE TRAP \-12* COMPACTED STONE BASE 23.000 GALLON SEPTIC TANK 12" COMPACTED STONE BASE ROTONDO LWT 8x10-15 - 15,000 GALS. HIGH BUOYANCY CALCULATIONS ROTONDO GT 6x10-15 ROTONDO LWT 8x10-23 - 23,000 GALS. PUMP SPECIFICATIONS PUMP NOTES F.E. MYERS - 4WHV5OM4-23 - 5H.P.(6.8751N IMP. DIA.) 1. 2 PUMPS REWIRED PUMP CHAMBER: ROTONDO LWT 8x10-15 - 15,000 GALS. TO BE INSTALLED ON A LEVEL STABLE BASE WITH 2 COMPARTMENTS do BAFFLES PUMPS SHALL BE RATED TO DELIVER 2. PUMPS TO ALTERNATE IN OPERATION BUOYANT FORCE UP=(9.3125)(11.33)(0.00)(62.4 LB/CF)=0.0 TONS SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY TO BE INSTALLED ON A LEVEL STABLE BASE 262 GAL/MIN ® A TOTAL DYNAMIC HEAD OF 33.99 FEET 3. PUMPS AND ALARM TO BE ON SEPARATE CIRCUIT. WT. OF TANK = 53.8 TONS SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY CAPABLE OF PASSING 2" DIA SOLIDS 4. 1 AUDIO AND 2 VISUAL ALARMS REQUIRED. CONTRACTOR TO SUBMIT PUMP CALCULATIONS TO 5. MOUNT AUXILIARY VISUAL ALARM ON BUILDING EXTERIOR. 53.8 TONS > 0.0 TONS O.K. ENGINEER FOR APPROVAL Hyannisport Club 2 Irving Avenue Hyannis Port, Massachusetts PREPARED FOR Brown, Lindquist, Fenuccio & Richmond TITLE Sanitary Disposal System Details N Q CV O N Baxter, Nye & Holmgren, Inc. Ln Registered Professional i of 1 Lh CD Engineers and Land Surveyors �� TEP 812 Main Street,Osterville,MA 02655 j A CD Phone- (508)428-9131 Fax- (508)428-3750 No.3 216 Email: Admin@jkholmgren.com ���F`�0STE������`�Q� CD SS�ONAL 30 0 30 60 3 SCALE IN FEET w rr ro co SCALE:1"=30' DATE: 8/7/2001 OD 0 CD REV. DATE: REMARKS #1 12/21/01 ELEC. UTILITY LOCATION w #2 1/16/2002 DESIGN UPGRADE Cm3 0 J #3 1/22/2002 DESIGN UPGRADE #4 2/19/2002 REVISE INVERTS DRAVANG NUMBER CID 1�1 H: 2000-84 civil lot 200084sso.dw 0 2000-84 0 0 CQ CD 30" DIA. ACCESS 2" SDR 26 PVC DISTRIBU110 2" SDR 26 PVC DISTRIBUTION 10'-0" • MANIFOLD LATERAL i 48" DIA. MANHOLE I I B O FINISH ALTERNATE TOP SLAB 3" SDR 26 PVC TOP GRADE (STEEL REINFORCED FOR H-20 LOADING) 6.1 TONS 0 O FORCE MAIN � � 8"� 30" DIA. � 8"� 2"x2"x3" TEE A A � 1"T`ACCESS T 1 0" NOTES: 2'x2"x3" TEE SET ® 45' SEE NOTE 7 6 0 1 1. BASE SECTION SHALL BE MONOLITHIC WITH A 48" INSIDE DIAMETER. S=0.005 BACK TO PUMP 3"-45' ELBOW SECTION A—A v z m FLEXIBLE GASKET �+ 2. ALL SECTIONS SHALL BE DESIGNED FOR Owl :5 OR SLEEVE H-20 LOADING. Uj 8" DIA. KNOCKOUT 6'-0" W N �"' STEPS J (NP) W a ao 45' WYE SEE NOTE 4 3. CONCRETE SHALL BE COMPRESSIVE BOTTOM STRENGTH 4000 PSI, TYPE II CEMENT. 2" SDR 26 PVC DISTRIBUTION w ov vWi~ LATERAL �J 6.1 TONS 4. MANHOLE STEPS SHALL BE INSTALLED AT B USE DROP MANHOLE 12" O.C. FOR THE FULL DEPTH OF THE INLET 48" DIA. MANHOLE STRUCTURE WHEN THIS DIMENSION PLAN VIEW N DROP INVERT REMOVABLE CAP IS EXCEEDED 5. ALL EXTERIOR SURFACES SHALL BE GIVEN z TWO COATS OF BITUMINOUS WATERPROOFING 2"x2%3" TEE 0 0 45' ELL/BEN - MATERIAL. PARTIAL PLAN VIEW o INVERT TO BE INVERTED N WITH BRICKS LAID AS 6. JOINT SEALANT BETWEEN PRECAST SECTIONS V) CAST-IN-PLACE STRETCHERS AND ON 24 DIA. COVER SHALL BE BUM RUBBER. 0" w a 3000 PSI CONCRETE a EDGE " (n (TYPE I) ENCASEMENT. �+ rr 24 USE FORMS. �: SHELF 7. STANDARD SEWER MANHOLE FRAME AND 3" SDR 26 PVC 2" SDR 26 PVC DISTRIBUTION 6 FLEXIBLE GASKET ' SEE NOTE 6 GRATE SHALL BE SET IN FULL MORTAR BED. FORCE MAIN MANIFOLD ADJUST TO GRADE WITH CLAY BRICK AND OR SLEEVE MORTAR (2 BRICK COURSES TYPICALLY, I ? FLEXIBLE GASKET 5 BRICK COURSES MAXIMUM) OR SLEEVE 1 -0" O z 6" MIN. a I OUTLET 3 -0 90 ELL/BEN N 2"x2"x3" TEE SET ® 45' 4'-10" -�- INLET � ;_ 3"-45• ELBOW INVERT 5'-0' 4'-1" 3'-7„ m 12" LIQUID ,. • 12" 2" SDR 26 PVC DISTRIBUTION LEVEL TYP. �: s +• ,• TYP. 3'-O" LATERAL 00 6" WALLS WALLS o °0 6-° °a �9 cSd +o°cQ °°a opo o ° o0 0 + ° (� '0.° A 2"x2"x3" TEE GRAVELLBORROW SECTION A—A SECTION B—B 12" E COMPACTED BRICK CHIP AND MORTAR OR CEMENT CONCRETE FILL COMPACTED SUBGRADE — c-, 1500 GALLON GREASE TRAP N.T.S. C-1 DROP SEWER MANHOLE (DSMH) N.T.S. C-1 PRESSURE DISTRIBUTION MANIFOLD N.T.S. �3n L �� DETAIL DETAIL DETAI 30" DIA. NOTES: OTES: 1. BASE SECTION SHALL BE MONOLITHIC WITH N uo A 48" INSIDE DIAMETER. 7� i I 48" DIA. MANHOLE I 2. ALL SECTIONS SHALL BE DESIGNED FOR IL H-20 LOADING. OBSERVATION HOLE DATA (P-10,006) 3. CONCRETE SHALL BE COMPRESSIVE ALTERNATE TOP SLAB STRENGTH 4000 PSI TYPE II CEMENT. INDICATES PERC 0 N ICATES OBSERVED (STEEL REINFORCED FOR H-20 LOADING) TEST =4. MANHOLE STEPS SHALL BE INSTALLED GROUNDWATER FINISH AT 12" O.C. FOR THE FULL DEPTH OF TEST PR 3 TEST BY: STEPHEN WILSON, P.E. GRADE 8" 30" DIA. g" THE STRUCTURE. (P-10,006) GW. EL. N/A WITNESSED BY: DAVID STANTON P-0,06)PIT 4 GW. EL. —_ N A WITNESSED BY:DAVID TEST BY: STEPHEN IS ANTON (LSON P.E. (PP—r10,06)PIT 5 GW. EL. N/A WITNES TEST SED STEPHEN DAV WILSON N -[—ACCESS 5. ALL EXTERIOR SURFACES SHALL BE GIVEN SED B AVID STANTON TWO COATS of BITUMINOUS WATER- DATE: 2-15-2002 MOTTLING. EL. N LA BACKHOE BY: DATE: 2-15-2002 MOTTLING. EI_. N/A BACKHOE BY: DATE: 2-15-2002 MOTTLING. EL. N/A BACKHOE BY: SEE �, PROOFING MATERIAL. NOTE 6. JOINT SEALANT BETWEEN PRECAST SECTIONS SURFACE SOIL SOIL SOIL SOIL OTHER SURFACE SOIL SOIL SOIL SOIL OTHER SURFACE SOIL SOIL SOIL OTHER SHALL BE PREFORMED BUTYL RUBBER. DEPTH HORZ. TEXTURE COLOR MOTTLING DEPTH HORZ. TEXTURE COLOR MOTTLING DEPTH HORZ. TEXTURE COLOR MOTTLING 0 � . 7. STANDARD SEWER MANHOLE FRAME AND p z 00 COVER SHALL MEET MUNICIPAL AND/OR 0-7" Ap SANDY LOAM 1OYR 3/3 NONE 0-8" Ap SANDY LOAM 1OYR 3/2 NONE 0-16" Ap SANDY LOAM 10YR 3/4 NONE Z w w N STATE SPECIFICATIONS WHEN APPLICABLE. v Z a ao STEPS, SEE • $. STANDARD SEWER MANHOLE FRAME AND NOTE 7"-16" B SANDY LOAM 1 OYR 5/6 NONE 8"-20" B SANDY LOAM I7.5YR 5/6 NONE 16"-34" B SANDY LOAM 1 OYR 5/6 NONE w 0 4 ' COVER SHALL BE SET N L ADJUST TO GRADE WITH CLAYBRICK T AR BED. AND 16"-168" C MED. SAND 1 OYR 7/3 NONE 20"-150 C MED. SAND 1 OYR 7 4 NONE 134"-144 / C MED. SAND lOYR 5/6 NONE MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) (n o o w 48" DIA. MANHOLE N Of T Q SEE NOTE 6 FLEXIBLE WATERTIGHT BOTTOM BOTTOM BOTTOM z e GASKET OR SLEEVE WATER OBSERVED ® PERC RATE MIN/INCH WATER OBSERVED ® PERC RATE MIN/INCH WATER OBSERVED ® PERC RATE MIN/INCH OUTLET HyannlSpOrt Club U H W 0 a z DIA. 2 Irving Avenue QUj 12" f VARIES m TYP. TEST PIT 6 TEST BY: STEPHEN WILSON P.E. .. (P-10,006) GW. EL. N/A WITNESSED BY: DAVID STANTON Hyannis Port, Massachusetts D ° e ° .o �•, �„ ocb ° � ° °R,g. a00'-s DATE: 2-15-2002 MOTTLING. EL. N/A BACKHOE BY: 0 0 o a o d.o. d• . , m .°.° �° DEPTH OF PERC PREPARED FOR SHELF TO BE BRICK �j INVERT TO BE INVERTED ARCH START OF PRE-SOAK 11.30 Brown Lindquist, Fenuccio & Richmond LAID FLAT AT A WITH BRICKS LAID AS STRETCHERS SLOPE OF 1"/FOOT AND ON EDGE. END OF PRE-SOAK UNABLE TO PRE-SOAK (24 GALLONS) 12 TITLE COMPACTED BRICK CHIP AND GRAVEL BORROW MORTAR E CEMENT PERC RATE <2 MIN/INCH Sanitary Disposal stem Details N GRAD CONCRETE FILL COMPACTED SUB E a 0 0 CV 0 Baxter, Nye & Holmgren, Inc. /P� 48 c—� SANITARY SEWER MANHOLE (SMH) N.T.S. RegisteredProfessional /��'�' TEP- N 201D E T A I L Engineers and Land Surveyors _ co 812 Main Street, 0sterville,MA 02655 °�'o Q =`.gyp, FGISTER� Phone-(508)428-9131 Fax - (508)428-3750 `tee sroNA, ties Email: Admin@jkholmgren.comCD , 3 30 0 30 60 D cc w SCALE IN FEET cn co 0 SCALE:1"=30' DATE: 8/7/2001 0 CV z REV. DATE: REMARKS �1 12/21/01 ELEC. UTILITY LOCATION 12 1/16/2002 DESIGN UPGRADE Cm4 ilia 1/22/2002 DESIGN UPGRADE Q #4 2/19/2002 TEST PIT INFO. ADDED DRAWING NUMBER H:\2000-84\civil\plot\200084sso.dwg 2000-84