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HomeMy WebLinkAbout0029 LILLIAN DRIVE �0161 �iGcn (�►� e 3d l Town of Barnstable pTHE Tpk�O Regulatory Services Thomas F.Geiler,Director mutNSTABm ibgq. Building Division �0 ArED MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 '�JOffice: 508-862-4038 SJ c /a /�,� Fax: 508-790-6230 77- PERMIT# 7 FEE: $ SHED REGISTRATION 120 square feet or less EIA1J►JI� Location of shed(address) Village. �OH1J ZEMA )�2MaSE\,f C5 s -7"79 - U31 Property owner's name L Telephone number X Size of Shed Map/Parcel# ��_3 0 oZoa a 3 Si e Date Hyannis Main Street Waterfront Historic District? 1V 0 Old King's Highway Historic District Commission jurisdiction?_ a 1V O Conservation Commission(signature required) Z' PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 ' ;p0=i0,tVlE CALL:° FOR DATE TIME A.M. P.M. M � c� l �— ' `Z-�—� OF VL�VT ® PHDNED. RETURNED PHONE YOUR CALL AREA CODE - NUMBXR T 10 RCEASE CALL MESSAGE Z/ � � WILL CALL AGAIN n c CAME TO ��� _ SEf�YDU• . C, G WANTS Td cJ SEE..YdU SIGNED �Tv—f-.)SC1�' 48003 z m 3 _ 4 d - p y . n a' L ILL IAN DRI VE N T•s J®• r . EXIST. tor 42 ^` GAR T F-39.0 4 a e LOT 38 d0' LOT40 11. 165aS,F. 17•St'82'W �p LOT 39 STREET ADDRESS: 029 LILLIAN DRIVE ASSESSOR$' MAP 46 PARCEL ?03 OWNER: DAVENPORT BUILDING CO. rRUST PLAN REF.; PL. OK. 165 PS. 41 4 TOIIN OF &ARNSTABLE ZONING P BY-LAW AATFD MARCi! 14. 1997 !� ZONE R8 I CERTIFY THAT TO THE BEST OF NY PROFEssiomu SETRACrt$ KNOWLEDGE. INFORMATION AND BELIEF THE DIFESLIM FRONT RO' SHOWN HEREON CONFORW TO THE HORIZONTAL SETRACKJ i SIDE - 10' OF 7w ZONING BY-LAW FOR TWE R-B D1srRPCr. REAR • 10' i PROPERTY LINES SHOWN HEREON �� MERE 0WILED FRAY AVAILABLE PLANS OF RECORD AA9 00 NOT ��' REPRESENT AN ACTUAL SURVEY W N�� � ON �GR0UM' f'3 'AS-BUILT THE FOUNDATION DEPICTED ON TNI S PLOT PLAN PLAN WAS 1.06.760 ON THE OROIIND IN BY SURVEY ON APR IL If. ?WAND EXISTS AS SHOWN As OF THE DATE C /�V i 3l bO BAMSTABLE. JUSS. BF LocAr10N. �1I1 SCALE: 1••40' APRIL 1$. 2000 TH1$ PLAN Is FOR PLOT PLAN TJTIplI'X, WAS=, P.L.J. PURPOSES ONLY AND NOT FOR L NOIB RECORDING. DEED DESCRrPrims. /i td tt 1- ,Ra. Otr46F ESTABLISHING PROPERTY LINES. (9m) Idt^Id�@s THIS PLAN IS VOID IF NOT STAMPED AND S16NED IN RED. 0 20 40 80 PROJECT NO "-25J AS20 P,pF1 �HHEE/l1{p The Town of Barnstable N +leis pn BARNSTABLE.SS- MASS. Department of Health Safety and Environmental Services 9 MA �w f639' �0 PIFOMPya, Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location Permit Number � t5�n �. Owner Builder a, o v—�— One notice to remain on job site, one notice on file in Building Department. The following items need correcting: - u. .-- Please call: 508-862-4038 for re-inspection. Inspected by Date `—� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -2 Lfg Parcel. Permit# T36?/ Health Division 0,v �� 1���I44 Date Issued �c� eO Conservation Division 1 3©)q,? Fee / Tax Collector �� 30 Treasurer . _ ` I (��`7 /SEPTIC SYSTEM MUST B INSTAL LED IN COMPLIAIN E Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board Se 4- G ( (�IRONMENTAL CODE N e C,0 2o�S TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address G vr1 Village 5 / c Owner s r4— : I d � Address Met► ► _ �, be t, Telephone b Permit Request Square feet: 1st floor:existing proposed D VO 2nd floor:existing proposed Total new/ 6 Estimated Project Cost 7 V00 Zoning District --kl,6 Flood Plain Groundwater Overlay Construction Type�0 C>OnL !2�e_ Lot Size .5 aw , Grandfathered: ((Yes o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structi AIIR Historic House: ❑Yes No On Old King's Highway: 0 Yes *No Basement Type: Full ❑Crawl ❑Walkout •❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new— First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other -7`o-r-ce—c' *243 - 2!b p Central Air: ❑Yes )dNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size Al 1APool: ❑existing ❑new size it/ Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# N Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name )1aV&t.00Y—,4 i l Telephone Number 3q q3 Address ;LO ,�1Q!rI S License# 12A00 5• mab `IL Home Improvement Contractor# Worker's Compensation# GcJL'. �/ 6,0 Z`f- 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TO �u 68" SIGNATURE �� DATE _ �� FOR OFFICIAL USE ONLY PERMIT NO. � DATE ISSUED ` r MAP/PARCEL NO. ,;; ADDRESS r VILLAGE OWNER a 1 r DATE OF INSPECT i } FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH- '; T__ ate. FINAL GAS: ROUGI at+ + «' FINAL Y FINAL BUILDING I�—�� ir-* r m0 ` DATE CLOSED OUT ? ASSOCIATION PLAN NO. ` I ,r TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 248 203 GEOBASE ID 15589 ADDRESS 29 LILLIAN DRIVE PHONE HYANNIS ZIP LOT 40 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 49344 DESCRIPTION SFH UNDER PERMIT #43951 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS:ARCHITECTS: Departmenl,of Health, Safety and Environmental Services TOTAL FEES: BOND $.0.0 p� E CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Pf {+� * HARN$TABU, MASS. ibg9.. A� BUIL ION BY DATE ISSUED 10/17/2000 EXPIRATION DATE ' TOWN OF.`BARNST&BL PARCEL, ID 246 20; ., ' `' GEOBAS. , I rlJj 15689 'ADDRESS 2� LILLIAN. DRIVEL PHOWE:. H AdN 032IP LOT 40 BLOCK . 007". SIZE I3I3A DEi1ELOPMEN`C DISTRLCT 'PERMIT 43591. DESCRIPTION SINGLE FAMILY DWELLING — SEW. PMT. . 00-009 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT 'CO�'T°RAC;TOItS: �© =z�g � Department of Health; Safety ARCHITECTS: and Environmental Services T Q I'AL FEES. $2 9.94 DIME BOND $'.00 •�, CONa TRUCTION COSTS $77,400�00.... SINGLE' EAM .HC3KE DETACHED-D. PRIVATE Pia: * BAIZN3TABLK MA8o3.' 1639. � BUILDI�-G DIVISION 9344 , r `BY �.� �� r -► DATE ISSUED 01/1.3/2000 E4PIPATION" DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY'C3Ft PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE„MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE'DEPARTMENT OF PUBLI WORKS.THE.ISSUANCE-OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF.ANY APPLICABLE SUBDIVISION.RESTRICTIONS. 1 MINIMUM OF FOUR CALL INSPECTIONS REQUIRED Y+� FOR ALL CONSTRUCTION WORK: rAPPROVED PLANS MUST BE-RETAINED ON JOB AND WHERE APPLICABLE', SEPARATE_ 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED' FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OFOCCU, (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE\ ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL•INSPECTION HAS BEEN MADE.#!r ANICAL INSTALLATIONS.' 4.-FINAL INSPECTION BEFORE OCCUPANCY. a, , POST THIS CARD SO IT IS VISIBLE FROM STRE�l T BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS, 1 /lr 2 2 2 3 1 h INla INSPECTION APPROVALS ENGINEERING DEPARTMENT I —16-d 2 OF HEALTH O OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL N04 PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON,THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC-. MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. � . I C rn - �o � � � � - z � � EST/MA TED PROJECT COST WORKSHEET Value LIVING SPACE square feet X $55/sq. foot= 71, ,ZDD GARAGE (UNFINISHED)/q X�2 7 �square feet X $25/sq. foot= 3_4 PORCH C square feet X $20/sq. foot DECK `d x /e,2-40 square feet X $15/sq. foot= J D D OTHER H t S C�, square feet X $??/sq. foot= Mt M D Total Estimated Project Cost 77 0 For Office Use Only /nc/usionary Affordable Housigg ge Residential Commercial" ,y p Property Owner's Name �c�1 p4 I CA L/ I . Project Location C;� L/L z-1,4 WYz4 AAJ l S Project Value 7/, 7 e fi Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ IAHFORM 1/3/00 J* tHE The Town of Barnstable 4 # iARNSfABLE, 9 MAss. Department of Health Safety and Environmental Services $A t6;q. 10 �EpMp'�a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Buildin_ Commissioner March 21,2000 TO WHOM IT MAY CONCERN: A review of the deeds for the five properties on Lillian Drive shows that all are buildable. Although they were commonly held,two were conveyed out during the five year period. Sincerely, Ralph M. Crossen Building Commissioner RMC/km g000321a ` CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1E Centerville,MA 02632 Tel. 508.771.3400 Fax 508.778.1700 caserapp@capecod.net Charles C. Case,Jr. Stuart W. Rapp March 17, 2000 Mr. Ralph Crossen Building Department Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Lillian Drive Dear Mr. Crossen: With reference to the above-entitled matter and pursuant to your request, enclosed please find the following: 1. My correspondence to you.of September 27, 1999; 2. Your correspondence to me of September 28, 1999; and, 3. My correspondence to you of October 14, 1999. If you should have any questions or require any further information, please do not hesitate to contact me. I remain, Very 13Vrs, —_._... Stuart W. IZ�p SWR:sjr Encs. CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd.,Suite 1E Centerville,MA 02632 Tel. 508.771.3400 Fax 508.778.1700 E-mail: caseranoftaoecod.net - Website: www.caseraoo.com Charles C. Case,Jr. - Stuart W. Rapp September 27, 1999 Via Facsimile 508-790-6230 and First Class Mail Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis, MA 02601 Re: Lillian Drive Dear Mr. Crossen: It was a real pleasure to meet with you this morning with regards to the Lillian Drive property that my clients own. As we discussed, I am providing this information to you with regards to these lots in order that you may determine the buildability of these lots. Please be advised that the lots in question are Lot Nos. 33, 35, 38,40 and 42-all on Lillian Drive as shown on a copy of the subdivision map that I have attached to this correspondence for your review. P fter our meeting this mowing. I did, in face drive over to the property and found that Lillian Drive dead ends currently at the boundary of Lots 45 and 42. My client has assured me that he has submitted the preliminary plan to the Town of Barnstable Engineering Department some time ago and it is intended that the Lillian Drive will be extended as it is shown on the attached map at the time these lots are built upon. The lots were checker boarded by deeds recorded in December of 1986 subsequent to the adoption by the town of the one acre zoning. However, pursuant to Article 4, Section 4.2 (2 which allows for common lot protection these lots fit within that exception especially because the subdivision which these lots are located within was approved by the Town of Barnstable back in 1961. I anxiously await your written determination that these lots are buildable. If you should have any questions,please do not hesitate to contact call me. I remain, Very truly yours, Stuart pp SWR:jlc _ Enc. cc: client - CASE & RAPP, LLP Attorneys.and Counsellors at Law 1645 Falmouth Rd., Suite l E Centerville,MA 02632 Tel. (508) 771-3400 Fax(508) 778-1700 caserapp@capecod.net - Charles C. Case, Jr. Stuart W. Rapp TO: ATTENTION: FROM at the Law Office of Case& Rapp,LLP - DATE: YOUR FAX NUMBER: NUMBER OF PAGES FAXED INCLUDING COVER LETTER: / j RE: - If trouble with receipt, please call (508) 771-3400 The documents transmitted by this facsimile contain information from the law office of Case&Rapp,LLP, and may contain confidential and privileged information. This information is intended for the use of the addressee _ named on this transmittal sheet. If you are not the addressee,any disclosure,photocopying,distribution or use of its contents is prohibited. If you have received this facsimile in error,please call us immediately at 508-771-3400 so that we can arrange to retrieve the original documents. Thank You! CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1 E Centerville,MA 02632 Tel. (508) 771-3400 Fax(508) 778-1700 caserapp@capecod.net - Charles C. Case,Jr. Stuart W. Rapp T ATTENTION: FROM: at the Law Office of Case& Rapp,LLP Q DATE: 7—� 9 YOUR FAX NUMBER: - NUMBER(#) OF PAGES FAXED INCLUDING COVER LETTER: 1 RE: If trouble with receipt, please call(508) 771-3400 The documents transmitted by this facsimile contain information from the law office of Case&Rapp,LLP, and may contain confidential and privileged information. This information is intended for the use of the addressee _ named on this transmittal sheet. If you are not the addressee,any disclosure,photocopying,distribution or use of its contents is prohibited. If you have received this facsimile in error,please call us immediately at 508-771-3400 so that we can arrange to retrieve the original documents. Thank You! The Town of Barnstable • annivsTnBi.�, • Department of Health Safety and Environmental Services 'OrFc " Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 28, 1999 Stuart W.Rapp Case and Rapp,LLP 1645 Falmouth Road,Suite I Centerville,MA 02632 Re: Lillian Drive,Hyannis Dear Attorney Rapp: Unfortunately,the way must be bettered to a certain standard before I can consider it frontage. While I agree that you now satisfy the common lot exemption criteria,you have no"frontage"yet. Provisions will have to be made to agree to a list of betterments to'Lillian Drive and a schedule of work on that way. Many have begun the work and held off on the final asphalt coat until they were looking for certificates of occupancy. The list of betterments will come from me and,if your client understands this,I will do a site visit and provide you with such a list. Sincerely, Ralph M.Crossen Building Commissioner . RMC/km g990928b CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd.,Suite 1E Centerville,MA 02632 Tel.508.771.3400 Fax 508.778.1700 E-mail: caserayy(@cayecod.net Website: www.caserayy.com Charles C. Case,Jr. Stuart W. Rapp October 14, 1999 • Via Facsimile 508-790-6230 and First Class Mail Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis, MA 02601 Re: Lots 33,35, 38, 40 and 42 Lillian Drive,Hyannis, MA Dear Mr. Crossen: It was a pleasure meeting you at the Lillian Drive site on October 8 h and this letter is sent at your request to confirm and summarize the results of that said visit. It has been agreed that the lots are buildable and that you will require that Lillian Drive be completed in conformity with what is currently existing, which is a 13 foot wide paved road with Cape Cod berms on both sides,the depth of the.road construction will be pursuant to the Town of Barnstable Engineering's specifications, a water main will be installed and the placement of the hyrdrant or hydrants will be determined by the Water Department's specifications. It was further agreed that two catch basins, one on each side of the road, will be installed at the lowest topographical point of this road construction. Also intended to be confirmed with the Town of Barnstable Engineering Department is whether they will require further catch basins to be installed and if so, they will be installed as well. Presently, there is a plan being worked up and will be made available to the Engineering Department as well as to yourself, and pursuant to your representation, s 1 food tos° ��J pg0� St Q o N 56 ftl MI 'tape � IP 11000~ ws itpOp I10?S I op t`to� as 10500 16 $ � n qo t�-� /oa9s•% �, g ° t14p0 60 #loco 1� s3 $. g Is $ to0oo' 1JOOa �� SS 10833 t°s O °o locoe t 1000 10500 95 84 • 00 r o dop O Ojai 11000 105� .r L o ••tam �.�,>: : 1 tODp AQ p 91 r M�' r?. cot 11000 11 � 0� O 1100 Stp' ama e1� w 62 ,r r+ j6t.07 4 tsi ♦_' d; s - l loco tia°?s 7� az a°rtllsp r , o� -`$t But fOOO 1t0� 51 JS07D M1°6. !q� /0060 µ 9y Q vP w =. �9 & 11990 400 WIN 40 so a•' J7t*s'90 0 19755 ' ?`��� 311 9 0 'ram 13„470 0 `�JAWO ,��� �0�� �O�r 26 S.op .al�1 116.73 ° AllMSUS L�LL�AN _°.t�'�'V s��iosoo z•1 $ ` � Q� � � p d��yMtlt► /}0 10Q80 �. IObA $a // I219? ' ,�W q� N` �'eb . _ .A0.; �'' a /�' �/ a to5ocr h '2 1ot3� 44 121 o „f� rZr, `�y� =a ���`a•� �Atr 1392 tosdl 9D,so'� �L b y'� ttd 7► Capp `i ��� 6 tss MODO us �o 1. 100AS g 10od0 - J0000 ... 65 - 7a �� . '�y'��, ► t 10aooIoa00 137 �'9a0D � ' wr /Oti00 as aj 10"o ,.� „ was y �. loaoo as 1I92S ``yo 4�• �•O! lGt10p at �a a�*r d0 �M/aIR� �.1►l01 6T 97 a3 100001 10000 • •t o .'� g QJ 82 8 10000• IOa00 Zoo35 ^d ` V Coco Do a /pnoo sart;ratr�► . 1798S b4 /ao�s.00 _- gelpliPPOW .wu I3.15i:G1 OCT 5-' J ESTIMATED PROJECT COST WOR&SHEET Ais, Value LIVING SPACE X`10 !, o yo square feet X$55/sq. foot GARAGE(UNFINISHED)/5�Xo2y square feet X$25/sq. foot PORCH A,0116^'� square feet X$20/sq. foot= DECK OD x /-20. square feet X$I5/sq. foot= - l" 9a o OTHER ^ 5f' - square feet X$??/sq. foot= !oi ®a o Total Estimated Project Cost 7 7, y0 6 g990915b Monday, January 10, 2000 : Meeting with Steve Seymour, Ralph Crossen, Donny Perkins and David Sauro at Ralph's office to discuss Lillian Drive. , Check with the Fire Department if a fire hydrant is required and if it is mark the location on the plan. Submit a draft of the written drainage easement to be used and would need to be done prior to issuing CO's. Set five concrete bounds at the PC's(point of curb). Street signs will be needed if not all ready there. Steve Seymour will be notified for all road inspections that would be needed. Order of procedure will be as follows: Submit the building application along with the road plan showing the location of the fire hydrant foundation permits will then be issued if everything else is in order.. Roadwork would need to be completed to the.stage of being ready for base coat of mix. Road complete.with utilities and drainage in place, graded and dense grade in place. Once the road is at that stage and foundation are in and certified plot plans are issued then the full building permit will be issued. Occupancy permits would not be issued until The road work is completed l-lam _,57 o The Commonwealth of Massachusetts Department of ln&atrial Accidents _ - 600 Washington Street -- �- Boston,Mass. 02111 Workers' Com ensation Insurance Afridavit name: location city phone it ❑ I am a homeowner Performing all work myself ❑ I am a sole 'etor and have no one in all- am atdty workers 'oa for on this 'ob an mY emPlo9'�-S g J I �P�ti P�� . ...... ::;•:.....:......:.:••.... ............................................... ..........:•... -...... ..........."C•.:..::.v::•:•:::••.:•:::.�.::-::.....:.:k•:�.;�..{.}}??.�:{.}}:::':v.:.)}v:i}}:ii}::?•:2}):b:}??:?v}:.{•::}}i>:Tii•.i:^i::>j'r::>??�'.. }:•:;y:'k ::}.ti:'•'%''t;:25:ri;isi:?-::%:-:-:':a:::':iSr??:ii::{:';::-` 7::yi>:v:?::+v:::x{'t;;:is;}.>_{+ :;i:i:::?:it?)::;:;s::::::::i>iS:iS:::: wmpanv ................ ..... .. ..ry ....... .. ...........,.... ... .........k.vr.:.....:.:.x.:::w::.:v•:nvx::::::::.vf:::.:}:nv:::. ..... .. .......... ...... v....... yr%••.?•:•':'}Y'-:'-k'•+.•::?•}''::i-Nv::ra•%!•?:ti~'f.-:')-is:•:'?r'~•:}:'. ... .............. ... ........ ... .. ... .. .. :., .},.;.; {,........ .........;•w:}r::v:m.:a::.r:.v::::rv::'i•}}Yr{:.:4}{}}i:•'rR r.k......r... ........ ............... .v. .....r�.� .. .. .. ... .{'.:rik ..x.... ....^....n.:....:.n ::.i:•:}:k4-:............:.I:jti..w.-.{..,:•::w.v::•:. .. :......-:..v.r......v........... v......•r...r.n...vv:.v::?::.•....:v }i•}?:i:�i'4:}v:::v...:. ...,. ...... .::.?:-.vr• .... 4v r.:. v.•::l. :•::.v. •. :. •v....:vR;•.. ...... ... .........:.v::•.:........r... ?:'�'i y:.?Y..::•...:... f V� 'ix.::v:v:•?:v::::».vv:{vw::::�?{yn:x4}x�i:•}?}xikv::••:{'•' .y.-- w. -. : ...............:.v.. : :?-??:•}}):4:j is}}:?4} non insurance rn.:...: .':.,, ;: }:<;.>:?? i '":€: :�.'-:,. .;:';:;:;:.:.::-:.:, -------------------------------- ❑ I am a sole proprietor,general contractor,or homeowner(dr de one)and have hired the conuactors listed below who have the followin �i►orkers'co ensation polices: g ::.::.::::.:.:::::,::.:.:.::::.::.~:•:::::x:::::::::::::::.,,.:::_::...:.,•:::::::•.:t:•4 a:{4%{N„Y.{.}F} x:............x:•x...,,,..::. 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I do hereby ccrti, under the pautf and penalties of perjury that the information provided above is trru.and correct Sii tme ____Hate Pr1IIt 1iIIIC oincial use only do not write in this area to be completed by city or fawn ofifdal city or town: permiiNcense# (3ftldkg Depark nent OLlcmaiug Board ❑check if immediate response is required ❑selectmen's Omce (3Hwft Deparbnent contact person: phone#' (] sue Ormd 9/95 PIA) y � TaWs.tLT.2b(�ed) Ammiptlre Faefagn for d w acid T'mF=04 ReaWkoc al BoftdhW Saud wilts Fona Fuck MA71 UM mum um alm8 I amin8 I QukB wag flow 8aaesac w Slab HadqVCO2+a8 Area'(%) Uwalu: &valusl &vulunt- z"duic Watt ftfin I >t1� EMd=y Padozae I &vaw 1Gvatua' 5701 is 6600 Heads;pewee paw Q I= "0 31 13 19 10 6 Nosmai R 12% 03Z 30 t9 19 . 10 6 Normal S 12% OJO 31 13 19 10 - 6 U AFUE T 13% 035 31 13 25 WA WA Nar=l U 15% 0A6 3i 19 19 10 6 Ncsuat i� i»i iiai+ ae !3 7r WA fK wFUE W 1395 03Z 30 19 19 10 6 U AFUE x Is*/.. 432 31 13 25 WA WA Noemai T IWA Q42 31 19 29 WA WA NW=Ri Z 189A 0:42 31 19 10 6 90AFEIE M 1a%.. OJO 30 I9' 19 10 6 90AFUE a o 3 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS.- �3� 3. SQUARE FOOTAGE OF ALL GLAZING. �y 4. %GLAZING AREA(#3 DIVIDED BY#2): /ff 7o S. SELECT PACKAGE(Q—AA-see chart above): t??� NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f9903Ma I 0/4-/� Board of Building Regulations One Ashburton Place, Rm 1301 Boston, Maa-02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE- '` Birthdate: 11/24/1954 Number: CS 012060 Expires: 11/24/2001 -oft 4 Restricted To: 00 DEWITT P DAVENPORT 20 N MAIN ST r , S YARMOUTH, MA 02664 • 1N i �N m ./r tW J Tr.no: 9205 Keep top for receipt and change of address notification. • ,10/14/1999 12:20 7781700 CASE AND RAPP LLP PAGE 02 1 CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd.,Suite 1E Centerville,MA 02632 Tel.509.771.3400 Fax 508.778.1700 E-mail: casetaaoCa.capecod.net Website: www.ceseraw.com Charles C.Case,Jr. Stuart W. Rapp October 14, 1999 Via Facsimile 508-790-6230 and First Class Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis,MA 02601 Re: Lots 337 35,38, 40 and 42 Lillian Drive,Hyannis,MA _ Dear Mr. Crossen: It was a pleasure meeting you at the Lillian Drive site on October 81'and this letter is sent at your request to confirm and summarize the results of that said visit. It has been agreed that the lots are buildable and that you will require that Lillian Drive be completed in conformity with what is currently existing, which is a 13 foot wide paved road with Cape Cod berms on both sides,the depth of the road construction will be pursuant to the Town of Barnstable Engineering's specifications, a water main will be installed and the placement of the hyrdrant or hydrants will be determined by the Water Department's specifications. It was further agreed that two catch basins, one on each side of the road, will be installed at the lowest topographical point of this road construction. Also intended to be confirmed with the Town of Barnstable Engineering Department is whether they will require further catch basins to be installed and if so,they will be installed as well. Presently,there is a plan being worked up and will be made available to the Engineering Department as well as to yourself, and pursuant to your representation, •k10/14/1999 12:20 7781700 CASE AND RAPP LLP PAGE 03 Certificates of Occupancy will not be issued until the binder coat of asphalt is placed on the road pursuant to these specifications. I do believe that this clearly sets forth the understanding of my client and yourself and that my client may move forward with the construction of the homes on these lots, only,of course,after receiving the Building Permits from your Department. If this varies in any regard to what is your understanding of this matter,then please contact me as soon as possible. If you should have any questions,please do not hesitate to contact me. I remain, Very truly yours _ Stuart W. Rapp SWR:jlC cc: client X4 I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-30-1999 DATE OF PLANS: 12-29-99 TITLE: New Ranch PROJECT INFORMATION: Lillian Drive Centerville Ma. 02632 COMPANY INFORMATION: Davenport Building Company 20 North Main Street South Yarmouth Ma. 02664 NOTES: MaCheck by Cape Cod Insulation INC. # 1189 COMPLIANCE: PASSES Required UA = 270 Your Home = 238 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1176 30.0 0.0 41 WALLS: Wood Frame, 16" O.C. 932 13.0 0.0 77 GLAZING: Windows or Doors 120 0.460 55 DOORS 40 0.220 9 FLOORS: Over Unconditioned Space 1176 19.0 0.0 56 HVAC EQUIPMENT: Furnace, 92.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has.been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 13 "andJ'L. Builder Designees Date /" 'pZQ(✓G MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Ranch DATE: 12-30-1999 I Bldg. l Dept. 1 Use I I I CEILINGS: [ ] I 1. R-30 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 I Comments/Location I WINDOWS AND GLASS DOORS: [ J I 1. U-value: 0.46 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I I DOORS: [ ] I 1. U-value: 0.22 Comments/Location i I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 92.0 AFUE or higher ( Make and Model Number I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ] ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans I or specifications. DUCT INSULATION: [ l I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing I air and water systems. TEMPERATURE CONTROLS: ( ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I. non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 I [ l I CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) I, NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1 1.0 1.5 2.0 140-160 . 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- SMOKE DETECTORS O.K. BARNSTABLE B WING DEPT,OM �q MO6 --------------� ---------------------------- -------------- ---------------------- ---------------------- ------- -------- ------------=, ----------------------------------------- ' 1S1 LGPT eLr~v�.TIaN I���aNT�L�v�Tlaµ � a n.00 Gale•: I/4"> 1'-0" n.00 2aale: 1/4"> 6 MM i 6 �qqq�qqq����,,, < p�rrr fl-l- 3;3E�Sy EaEEQI ELLI ® a1--�- 00 Jim.¢� Pip L--------- ---------- Ia9 ` � � I a _______ iE?oF a --------------------------------------------�--- -�` S G F—CPaF—CLGI 1a IOµ /off ILIGHT�LCVpaTlo►J p.AWWIG tYFF: sHeFreawesa: A400 -------------------- A. DAVMIPORTB=MCD. PROJECT: DRAIN or. 20 NORTHMAIN SIMT -4 AMe*.F-- SOLTTH TARMDUnL mmum O RENRONi LOCATION: �3 , li .Z 6 n i —------.--- !{ r---------------------1 --------—------------------- -------i---------------- I ' ' 'a..ro...rvu..... ' ''r' �• I ...A.�.......�.... a 8�g _'."�� r r R41 r —...e.r.r...er � ra-ro rr.• r r � ��O 4 3 x : w a r .�. v°rI. A° F-ouNDhTIoNMAN ��eit"s 6 555 a3 CNAWINLTYFI "ound..11on R♦n $y[LX[ wmokIGXE wmokIG A I OO i o _ � d $ S o _e 0 L L� 0 i gg J ( G h L � } A - u f ire iiz 8i , oT r U �+ •'„e' °"'""OO'a DAVENPORTBUBDINO W. PROJECT; DRAWN Br. 20 NORM MAIN STMT w q'•'v'"'•^"'"'"Yke°�°"�" SOIJTHYARMOUM,MA02664 v eeeeem v.e.�i��. 0 RSV190K4 'Y-c"nsth 4+wdcr Aaoocufse`- LOCATION: > con.lru;ianv6...i sizviev yrvfessgna Du9dhg0eslgi !V Ci o, a LILLIAN DRI VE H 87.52*30'E CL 105.0v N EXIST. W FDN. LOT 42 .' GAR TOF-39.0 4 's a LOT 38 t} a a' 20' c N LOT 40 0 o� 11 . 1651S.F. c lI8.71 ° , S 87'52'22`W LOT 39 STREET ADDRESS: *29 LILLIAN DRIVE ASSESSORS* AMP 48 PARCEL 205 OWNER: DAVENPORT BUILDING CO. TRUST PLAN REF. : PL. SK. 165 PG. 41 TOWN OF BARNSTABLE ZONING BY-LAW DATED MARCH 14. 1997 ZONE R B 1 CERTIFY THAT TO THE REST OF MY PROFESSIONAL SETBACKS KNOWLEDGE. INFORMATION AND BELIEF THE DWELLING FRONT - 20' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE - IU' OF THE ZONING BY-LAW FOR THE R-B DISTRICT. REAR - I 0' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND DO NOT TERRY REPRESENT AN'ACTUAL SURVEY ANN �N ON THE GROUND. WARNER 'A S-B U I L T' No.38721 THE FOUNDATION DEPICTED ON THIS / PLOT PLAN PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON APRIL l!. 2000 AND 1 BARN TABLE. I�f�S�, EXISTS AS SHOWN AS OF THE DATE OF LOCATION. I3 00 SCALE: 1'-40' APRIL /3. 2000 THIS PLAN IS FOR PLOT PLAN TUBBY A. NA NER. P.L.S. PURPOSES ONLY ,AND NOT FOR ZZ L ON6 ROAD RECORD 1 NG. DEED DESCRIPTIONS. SOME. AU. 01843 ESTABLISHING PROPERTY LINES. (50g) 452-88D9 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED, 0 20 40 60 PROJECT NO. 99-253 A529 p�QILi`i` PROPERTY: QUERY END a QUERY PROPERTY PENTAMATION------------------------------------------.----------------- 10/06/98 PARCEL ID 248 203 GEO ID 15589 LOT/BLOCK 40 DBA PROPERTY ADDRESS OWNER FRUCCI 29 LILLIAN DRIVE KATHERINE M ET ALS HYANNIS 42 WAREHOUSE RD HYANNIS MA 02601 PHONE DISTRICT HY DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY (NOTES) ZONING DIST/ZOC RB SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? ## BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 10890 OPER/MGR NAME WET LANDS MULT ADDRESS USE 130 PROTECT DIST WP (N) EXT / (P) REVIOUS / NO (T) ES / PER(M) ITS / (V) IOLATIONS / (G) EOBASE / (E) XIT The Town of Barnstable * URMA814 K Department of Health Safety and Environmental Services °ram 59. � Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 5, 1998 V 1 1 LarryNickulas 'peree is G)o aU3; RE: Buildability of lots 29, 34, 33, 35, 38, 40 and 42 on subdivision plan titled "Craig Port" in West Hyannis dated September 19, 1961 by D. Kellogg, Engineer. Dear Mr. Nickulas, Thank you for submitting the necessary documentation for the above lots. The information has been reviewed and it was found that lots 33, 34, 35, 38, 40 and 42 are unbuildable because they were held in common ownership by Cape Cod Building and Supply after the zoning change to 1 acre (2/28/85). Lot 29 has been found the only buildable lot because it was held in separate ownership from the abutting parcels. Under Section 4-4.2 (20) specifically A) does not apply since the subdivision has more than 2 adjoining lots in common ownership. You have the right to appeal my decision or seek relief from the Zoning Board of Appeals. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner __ - -- - - 5' OVERDIG SYSTEM COMPONENTS* ELEVATIONS** A VARIANCE IS REOUE�,'= FOR A TWO BEDROOM ZONE: RB LOCUS,. DESIGN FLOW (DEED RESTRICTION REQUIRED). SETBACKS: 1. TOP FOUNDATIONMIN. 3" TOPSOIL FRONT - 20' UTE 28 Rp FILL (FREE OF TOPSOIL SIDES - 10' I ORGANIC MATERIAL & REAR - 10 MYRTLE DK 2. INVERT OF PIPE AT FOUNDATION.,...,.. ., gf•00 BOULDERS, IN COMPLIANCE FRONTAGE - 20' . ......... ' = WfTH 310 CMR 15.255(3)), AREA - 43,560 S.F. J. INVERT OF PIPE AT SEPTIC TANK INLET......... 80.79 COMPACT TO 909d DRY WITHIN WELLHEAD ZONE DENSITY 4. INVERT OF PIPE AT SEPTIC TANK OUTLET..... 80.54 2" LAYER OF f/8-f/2" FLAW an. I DOUBLE WASHED STONE FEMA FLOOD ZONE CUUJM DR. 5. INVERT OF PIPE AT D-BOX INLET.................. 80.50 ` 7 PANEL #250001 0008 D � 6. INVERT OF PIPE AT D-BOX OUTLET............... 80.33 � •'- 8 NOTE: PROPOSED EDGE OF t 6' GRAVEL ROAD (AREAS OF MINIMAL FLOODING y ID AVE. :.- AND PROPOSED UTILITIES PER P-AN OF LILLIAN OUTSIDE 500 YEAR FLOOD ZONE) cAau RD.5' DRIVE o' 5.2' E, CENTERVILLE, NA BY CJ F'NGlNEERlNG FOR d i 7. INVERT OF PIPE AT GALLEY............................ 80.30 I 3.5 3. � ALL CAPE ENGINEERING, REVISED 6/23/97 SITE 8.' BOTTOM OF GALLEY........................................ 78.30 9. 807TOM OF AGGREGATE......................... 78.30 3/4-1 1/2" DOUBLE - WASHED STONE 9 GENERAL NOTES: 10. BOTTOM OF OVERDIG..................... *LOCATED ON SECTION & PROFILE '� ! - = 10 1. THE SYSTEM COMPONENTS AND CONSTRUCTION I� SHALL BE IN ACCORDANCE WITH THE STATE OF **BENCHMARK = STAKE SET = 86.45 MASSACHUSETTS SANITARY CODE 7ITLE 5, AND LOCAL BOARD OF HEALTH REGULATIONS. SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED SECTION A - A N 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO BELOW 80.30 IT SHALL BE REMOVED & REPLACED TYPICAL SECTION ' WITH A 5 `OVEROJG PER TITLE 5 REGULATIONS NOT TO SCALE CONSTRUCTION AND BE RESPONSIBLE FOR ALLPROPOSED WATER & GAS UNDERGROUND UTILITIES. PROPOSED CATCH BASIN, TYP. ESTIMATED HIGH GROUNDWATER CALCULATION (USGS/CCC METHOD) 3. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. INDEX WELL: ; A/W--230 ZONE: D C `� 4. PIPING SHALL a� 8/OH FND S L BE SCHEDULE 40 PVC. DATE OF READING. 2120197 DEPTH TO GROUNDWATER: 21.92 GROUNDWATER LEVEL ADJUSTMENT: 1.90 + 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING ACTUAL GROUNDWATER LEVEL ® SITE: EL. 67.00## '' r♦ '' J 8 J`52 �E - 214'50 \I UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 68.90 JP'fND _N UNDER DRIVEWAYS -- "- - ' Y 6. CONTRACTOR SHALL WATER TEST D-BOX FOR JJPER °USGS MAP, - PROPOSED SAS AT EL. 36.00 f ABOVE MEAN SEA LEVEL, <- -�- LEVELNESS. PER GROUNDWATER CONTOUR MAP 1995 GROUNDWATER AT EL. 20.00 (MSL) _ , �' �' �' RETAINING WALL, ,; 36.00 - 20.00 = 16.00' TO GROUNDWATER ,� \ '`� �' ' DRjC/E ' a Z ANY ALTERATIONS OF THIS DESIGN SHALL BE (. ) ( ) `> _ G i - _ l MAX. HEIGHT = 3.5' 83.9 GRADE,AT SAS - f6.00' 67.00 GROUNDWATER ELEVATION �� � � � '� � EX/i�T�N � ' L�1IAN � � � APPROVED IN WRITING BY THE ENGINEER AND BOARD OF UD H TH ---- i --------- ------ --------- --_ ------- -- N / -------------- -- - _>_ l_--------L•---= -T" _----- -r ' _ if _ ADVANCE FOR FINAL BE EC7ION OF SEPTIC / SOIL TEST LOGS PROPOSED EDGE -'----!_-�_-'!--�- I��----- I / 1 '"7-- s SYSTEM INSTALLATION. OF GRAVEL ROAD / l U.P. I . ' P-8876 - P-8875 "� I I I I N 8�5�; .�C E ,- --- _ DEPTH- HORIZON DEPTH HORIZON DESIGN CRITERIA: GRADE = EL. 82.25 GRADE = EL. 83.00 i /24.�'3D i ! i - 0" 0" / I ! / / PROPOSED LEACHING PROPOSED OVERHEAD I / ORGANICS & / ! / 1 I ! I / / > PITS AND DRAINAGE DESIGN FLOW: __ ._ _ TELEPHONE, ELECTRIC !. / , / , 1 1 ! ! , /--- 82- RETENTION AREA LEAVES & CABLE TV 1 I / � r I ! 1 N ' �' 3" FILL I I �' , I I ! ► l / / �� �. 2 BEDROOMS ® 110 GPD = 220 GPD 86 ----T - . _ S�C>TI^_TAR!K-= '_500 GAL!Oki-, _ _ - a. T LOAR+�i'sSArYu CI ' I ! 1 / / / / - - ' \ - TOWN WATER _i 10YR7/1il` t I ? NO GARBAGE DISPOSAL 10" 21" 8874 ! % / ! j ! / 129 ULL�I OR VE G X SIZE OF LEACH FIELD REQUIRED: SANDY LOAM A LOAMY SAND AP / ! / / / / i RA E� P-88 7.5YR3 3 10YR2 1 ! ! , '` / i / TOP F N=87.G011 �� DESIGN OF PERC RATE. 2 MIN/INCH / /. / / / REQ'D AREA = 22010.75 = 293.3 S.F. !. ! o i \\ (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. MED. TO COARSE BW LOAMY SAND ! / ! / / i / `-- _ p •� SAND W/GRAVEL 1OYR4/3 �- f 0YR5/8 SLOPE TO DRAIN AWAY 1 ! ! / / 0 , / ! l ,• �' - �\ EFFECTIVE LENGTH = 25' 36" 60" FROM FOUNDATION I I I ! ! / MED. TO COARSE C1 MED. TO COARSE Ci /� 14 P-1875 EFFECTIVE WIDTH = 12.2' EANO W/GRAVEL SAND W/GRAVEL I r I i ► ! r• 1 r m �, 1 OYR6/£; 1 0YR4/s r r r r I r r Qy I I Vf- 70" 126" NED. TO COARSE C2 FINE TO MED. C2 I --- r --- -- -- ----- I SyEO SAM1!!7 SAND LEGEND: f CYRJ/s 1 OYR5/8 I I I ! I I I I I , \\ \ 120" 132" I r I I I I I . I RESERVE l ; N1 I! \ \ SHED TO BE REMOVED �\ LOT BOUNDARY WATER :SOIL TEST'; CONDUCTED ON 2113197 BOTTOM OF EXCAVATION FOR LEACHING I 1 I r ' I � � -�---F------ \ //� 1 �� GAS i BY CAR,0LYPI J. °�OYLE, P.E. FACILITY TO BE INSPECTED BY THE i I I I I ► r \ �< xs \\ ELECTRIC CABLE TV WITNESSED BY F `?NSTABLE BOH ENGINEER OR HEALTH AGENT AT TIME I I I I I I I i \ \ \� T TELEPHONE ACCNT JE!?KY L?UNNfNG OF CONSTRUCTION. I I I I I I I ► \ i 5 OVERDIG I I r I I I LOT 4 0 , + - - - - 80- - - - EXISTING CONTOURS \ ❑ CB/DH FND 1 0`3' 7 ' 80 PROPOSED CONTOURS CI) IN 1 _ I I I I j n 65 S.F_�` , !� - LIMITS OF OVERDIG NO GROUNDWATER OBSERVED AT 132" (EL. 72.00) ��INK 1 FENCE I 1 ;�", �1 -------- LIMITS OF LEACH FIELD (TO BE REMO\/Ep) i _- N 87'5230"E - - EXISTING TRAVELED WAY PERC RATE P Iw"lNf1NCH AT 48" IN P-$876 N 8752'22"E TWO 500-GALLON PRE-CAST � � � SLOPE TO DRAIN AND 72" !N P-8375 CONCRETE GALLEYS, 8'6" x 5'2" STAKE SET LAWN ENCROACHMENT EACH, 4' CR. STONE ON ENDS , EL. = 86.45 P-8875� TEST PIT LOCATION & NUMBER SOLID 4" PVC, S=0.021 D-BOX TO BE PLACED ON CRUSHED AND 3.5' CR. STONE ON SIDES STONE BASE, MIN. 6" THICK REVISIONS: RISER TO WITHIN 6" OF GRADE, TYP. I i SOLID 4" PVC, S=0.021 SOLID PVC, FIRST 2' ,TO BE 2" LAYER OF 1/8" - 1/2" DOUBLE 0 20 40 LEVEL, REST AT S=0.005 WASHED STONE ABOVE GALLEYS OF �4SNpFiss�n CAROLYNC�o� T�BAY yGs TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN SCALE: 1"- 20' J. o ANN �� LOT 40, 29 LILLIAN DR., CENTERWLLE, MA ------------- o Z4 " WARNER :. P�'o.33721 2 ' OWNER: DAVENPORT BUILDING CO. TRUST 3 0 0 0 o a o � cs ' � ' 20 N0. MAIN ST,, S0. YARMOUTH, MA 02664 o00 000 •: s" 9 4 5 6 7 NOTES FOR SEPTIC TANKS: two 1. 4' it CJ ENGINEERING I D-BOX DB-5 BY SH R Y Cn STONE caSTCW 0 E ON ENDS ON DOS I. INLET TEE SHALL EXTEND A MIN. OF 10 BELOW THE FLOW LINE. y 449 ROUTE 130, SUITE 13 f ■ ►I CONCRETE PRODUCTS OR ' /�3p/ � 0 9 9 sA ND wicH MA 02563 8 SEPTIC TANK EQUAL, PROVIDE FLOW 2. OUTLET TEE SHALL BE PROVIDED PER THE TABLE BELOW. H-fO RATED LEVELLORS ON OUTLET 3.5' CR. STONE LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE (508) 888-4975 PIPES ON SIDES 4 FEET 14 INCHES MAP: 248 PARML: 206 a?o 3 PROVIDE GAS BAFFLE 5 FEET 19 INCHES 6 FEET DATE: 11129199 SCALE. AS SHOWN PROPOSED SEPTIC SYSTEM PROFILE 24 INCHES 7 FEET 29 INCHES NOT TO SCALE 8 FEET, 34 INCHES SURVEY BY. TERRY A. WARNER, PLS HARWICH, MA (508) 432-8309 DWG. CJ139/LILLIA29.DWG SHEET 1 OF 1