Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
21-E003
TOWN OF YARMOUTH YARMOUTH TOWN CLERK � 1146 ROUTE 28,SOUTH YARMOUTH, MA 02664 1451 = Telephone(508)398-2231 Ext. 1292—Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ,If421P3. I REC APPLICATION FOR CERTIFICATE OF EXEMPTION Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. Type or print legibly: / / Address of proposed work: 7 r�! ROU6 TE A Map/Lot# / 0©/ 0/ Ow �lners): O N t 1 R• 1-I u r\I T Phone#:50 3!( 2 3c, 76 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. /? Mailing address: 7 7 O LJ r a. ( A Year built Email: L I Q E V T Y N p CAP E CO D, NET Preferred notification method: Phone V Email Agent/Contractor: t I4 I L L( P B1 I C L IA 1-L. CKEV/rJ FAIR) Phone#:-50 Sl k g d 7471/ Mailing Address:31 TURTLE Co JE Rid E.SANDWICN M4 0025-3r7 Email: P .P t>B I R P C O M CAS r. Ni ET Preferred notification method: I I Phone a Email Description of Proposed Work(Additional pages may be attached if necessary): RECEIVED SESf. NS _IDFSC ►2 / TION JAN 08 � 'l.1 YAHML.i i r. OLD KING'S HIGHWAY_ 0\1.1 nJ E.R: D E- A: - Signed(Owner or agent): A('y E N r: f (4 L Date: / 02 // 9/o2O o2 0 Ownerlcconntractor/agent is aware that a permit may be required from the Building Department.(Check other departments,also.) 'r This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. For Committee use only: Date: \ �J v) Approved Approved with changes Denied Amount" ,b �, (✓ Reason for denial: APPROVE�I Cash/CK#. t�\1) JAN 21 2021 I Rcvd by: , YARMOUTH OLD KINCa'S HICHV 12/29/20 Date Signed: Signed. APPLICATION#: v52017 Rogers, Grayce From: Richard Gegenwarth <r.gegenwarth@comcast.net> Sent: Thursday,January 21, 2021 10:10 AM To: Rogers, Grayce Subject: Re: Certificate of Exemption- 77 Route 6A Attachments: RICHARDGEGENWARTH.vcf Attention! This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Kevin Fair usually puts together a good set of plans; these are too. Luckily there is a lot of existing shrubbery. I approve. Richard On 01/20/2021 12:16 PM Rogers, Grayce <grogers@yarmouth.ma.us> wrote: Hello Richard, I have attached a certificate of exemption for 77 Route 6A for your review. Thank you, Grayce Rogers Office Administrator Old King's Highway Committee/Historical Commission 508-398-2231 Ext. 1292 Due to COVID19, Yarmouth Town Hall is open from 10-2pm to the public on the main level Monday through Friday with occupancy limitations to abide by social distancing policies. The lower level is closed to the public. All materials can be either emailed, mailed, or drop off can be arranged. tof-Y` o TOWN OF YARMOUTH ooG 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext.1292 Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness/Demolition/Exemption may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's Highway Regional Historic District Act. SECTION 9-Meetings, Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty-five (45) days after the.filing of application, or within such further time as the applicant shall allow in writing, the Committee shall make a determination on the application. " Applicant understands that the review of this application will be scheduled as soon as the situation allows. John R Hunt Jr Applicant/Agent Name(please print) : n Applicant/Agent signature: /2// -9`. Date: 12/29/2020 Application#: 312020 1 I Description of work 77 Main Street(RT 6A) Liberty Hill B&B January 3,2021 Work is to enlarge existing 2°d floor exit decks on(4)unit B7B(former barn building). Further add new decks at 151 floor level with new doors where excising window are. The deck are shown on enclosed drawing and called left Deck drawings AL and right deck drawings AR .... Both decks are not visible from Route 6A,Left deck is visible from Willow Street. Right deck is only visible from Willow St entrance where (mostly)the excising stairs plus (possibly)part of deck show depending if your on sidewalk or acually on property... Left deck 2nd floor is existing 4'-5"x 6'-0" expanded to 8'-0"x10'-0'. First floor deck same size.. Due to shrubs and tress on lot only very top of assembly comprising deck is visible. The new lower deck will be obstructed by landscaping..See drawing AL1.0,AL1.1 &AL.2 Right deck 2nd floor is existing 7'-5"x 6'-1" expanded to 8'-4"X 10'-0'. First floor deck same size Right deck stairs remain as existing and corner of upper expanded deck may be visible from Willow Street entrance. New lower deck will obscured by landscaping.and excising stairs. See drawing ARLO,.0, ARI.1 Also enclosed Part Site Plan SI1-0, full PDF Site plan, and photo sheets PH3.0,PH3.1. &PH3.2 aw� BENCB'MARK MF+ til rf v- EG E V TOP OF FOUNDATION • - — „ 10 ,a- -/N a ,aoq n Ad r- av2 0 .e4 -fa-8 � w g 4' CAST IRON PIPE pj�Q%4� PERMUM FT. ELEV. ELEV. Qt! J. LAYERS E SLAB OR CRAWL al'A4G 4' SCHEDULE 40 PER ER PIP] MIN. PITCH 1/S S2.2J EL J'/• �f CLEAN SAND etEv 49•e.7 AND SEED 1/BLAYER OF TO 1/2' WASHED STONEVENT REQUIRED \�4 j t CU. FT. OF oCONCRETE lf CHOR '-M N 19' V � 1 49,74- o *// lam� �� o ELEV. 4R92 6' Sul.�+� �v B GAF SIF ELEV. ¢ ..... G - N2 D H ! CvH Cq PA G ! TY DISTRIBUTION�y �, l�vF/c7"2�ITs PLRCED BOX -). z (TO BE PLACED ON FIRM BASE) IF MTO BE ORE THANONE TESTED OUTLET A !/ x 4G x /4Q4 TRENCH FORMA110t1 1500 GALLON (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION �n SEPTIC TANK 3/4' To 1 1/2' SYSTEM (SAS) d WASHED STONE BOTTOM OF - USGS PROBABLE WA10 TABLE rLEV. p SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (/ / X4/97) Euv. NOT TO SCALE t WELL A! oolz ¢ 7 ZONE INDEX x_._.. ADJUST /._. .-. 333 SOIL M DATE OF SOIL TEST E t4 �,?___ SOIL TEST DONE BY Call- SOM p -E V41NESSED BY A P y v a OBSERVATION HOLE 1 aEu- a o OBSERVATION HOLE 2 +•-- .-noua oetr < 2 MIN_ /INCH AT / 2 O INCITES PERCOLA11ON RATE -- MIN./INCH Al DEPTH HORIZ TEXTURE COLOR WO OTHER M s ra.60g s.4-•��y 7 sYR waiver 2 rs� 3 I A tr&/Dy .o Y2 3C 774vmr .SAND s" G Ica C ► Js�.A omv Us 40^-"y C.l SRn/0 Ca CLAY 120 C oA raSAr G'�v.C4 - 14 Yom• •"J WATER ENCOUNTERED, AT ELEV. (pFizzH'0 DJ DEPTH HORIZ TEXTURE COLOR M s.4-•��y 7 sYR c.on.y y .o Y2 3C � .SAND s" G 40^-"y C.l SRn/0 • G'�v.C4 IVC WATER ENCOUNTERED AT I-/- EL LEGEND: DESIGN CALCULATIONS EXISTING SPOT ELEVATION 00340 NUMBER OF BEDROOMS -� GARBAGE DISPOSAL, UNIT ,�:: EXISTING CONTOUR----QO--- FINAL SPOT ELEVA11ON TOT ESTIMATED FLOW . FINAL CONTOUR (LGAL/BR./DAY X '` ._._ BR.) REQU SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY L POLE -•t!- ACTUAL SIZE OF SEPTIC TANK UTILITY - TOWN WATER 0- �W. SOIL CLASSIFICATION/ 1 DESIGN PERCOLATION RATE ,6X1,577/A/C- P d CATCH BASIN 5-®/ EFFLUENT LOADING RATE -; GAS UNE -------G=—'._. .-•rJ""' LEACHING AREA (� I' x q 4� �- �! ! f A • 83' t AR f'n To COAvVL-27-EO To /4AD. PA16<W4;-, VV/.Z vv IS7 t �1 tffA v J" 2roc-J•�/G � _ � � � _- �--� LEACHING CAPACITY (AREA X RATE) .: (4 00-C..)(.74) RESERVE LEACHING CAPACITY - NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL COI A1%mo urr, TITLE 5 AND THE TOWN OF ...Y REGULATIONS FOR THE SUBSURFACE DISPOSAL 2. ALL COVERS TO SANITARY UNITS SHALL BE Bl WITHIN S' OF FINISHED GRADE- 3. RADE3. ALL COMPONENTS OF THE SANITARY SYSTEM WITHSTANDING H-10 LOADING UNLESS THEY A 10 FT. OF DRIVES R PARKING AREAS. H-20 USED UNDER OR WITHIN 10 FT. OF DRIVES OR 4. ANY MASONARY UNITS USED TO BRING COVER BE MORTARED IN PLACE. f ' :• / tr •. _.___ 5. NO DETERMINATION HAS BEEN MADE AS. TO C / I •� 3 % Gam. �7 DEEDED OR ZONING RECULA11ONS. OWNERBTAI% I ~ �` —`"'� ` � ►�• SUCH fwM 6. UTILITIES SHOWN /IRE PROMM OA1LY, EX CALL 'aK'rSAFE' AT 1-800-322-484, IPRI R TO COMMENCING WORK ON SITE. O � _ 7. CONTRACTOR IS TO VERIFY GRADES AND ELE '$ + SITE CONDITIONS PRIOR TO COMMENCING WORI PARCEL IS IN FLOOD ZONE G 9. LOT IS SHOWN ON ASSESSORS MAP r ro LAYERS R -•' t e LAY) Tc .. /4-.23S:0i r .�...- 1 t.. 0 7 i. .. APPROVED. BOARD C DAGEN I PROPOSED SEPTIC r<� •t T' l�' FOR Ia r - v s' pROJECT i.00ATION -�• y CRAIG R SIC =i vErrw1s r)PROFESSIONAL ENGIN j p<yjn 508-- DENNIS,OMASS �•..... _,, ` 3.5-6530 IJ Ivi OF g.�' rrD• °TE j 2i 9�' Scat L �o CAJttQ � s o BHOAi' ; E;p E B Ni AL �z 8 97 c►ra. �4m "' ' r REVISED SH E LOCATION MAP I_ CL FF I 0 Icw o w 441 I l 1 I o M x \ � � z co C G7 N O N O ZO m X fTI fTl Cn Cf) xc) ( Z G7 CC7 00� m<- Z G7 Z z O O m C) c � C C) m K: 0 Z m K: m 0 m 0 m M= O;0 ^ Del o� OD Om �m z D O m D N = m � O >Omo 1 0�u 0 CZ --jI Z (A C) �OmD =MMO � I -UC/) Ln o00 O o y � C D T1 mm 70 x �o rn 0- „ zz C- rn U) 0-4 F— �x m s - -i MU) ,.� C C- y� r rrl m Mm CD FTI m C D O z (n N -n C Z mO�m7 �d m �OC� -r Q C7 m fl Z n D m -� z T1 j r G7 K N O0 Z > > --j (1 0 Z O rn n z O, � W � O00 x LO ^ D D am mm --Am I- � � o x o mz K: c) o � w z o0 0d o — N — — ao y a D zzCO >� �0m a o D N 2 gD 4h W d �- Z r�r0rC X00 r- (n vDvv0D dvn rQC�1 M NrOrOrm L� p II>IImIIm L,^) M m p 200) Cir C -C O �X Oz- �rao�0o� ` ZmC) Cmm mm�Q�rO*m�°°US ��(n and®0DOfl D-10 m ��W �m�m Om x m�C n � >�l Opp mZ0 Do- co OHO o��, ������ fTl D G7 dap �x ori -u C: m� �D� *liM 0110 O D �,om DM�pvmm cx O mN �cnrcn N CZ =� ZA II TM `�x®�mr.0 2�d CO r�r p n co x COcD D -i m a o d r c °o o °0 rn Z z m x �_ cn m a) m <�cOpm�u' zo !� Om _ L� rr'mcn � c mZp mZ c) LAr a .tl M Z G7 z 0100 �Z00 �_� Dr- rg 0 T` O O (7 D U � Z] U) � m Z7 � 0 � a >---11„ Orn r� 4'-0” MIN 13'-04 N= V�1 3'-Q" 3'-6 �l Q �yJ 00 D r-- Q m0 D Q Dm� Dz 'yg�yzcn �",� x t7l NJ O�=z� o�� mzQ �n�zoc-)>oz mcg ca CA 0 CIf� mdo N O -AZ (/fD CJS = m -` F,y m Do � c -1 > N d 0 C� Z7 '0 O I N u r. N an d r`' W -i m _-1I�� �] m -TiZ � r � d rrrs W o r 0 00 v(n c� dz�ao -' � m N 0 O N= N oo� o \ o 0 0 r x o D4 4 . � -i dip N O° � � (A Z -U --4 r rn 6 �i -000, rnF) o0 TI md0Ln D D O N m m W ZJ Z� M 0*mm �ON\Ln U} o m d m C/')p p m((A o o ;K0CXo�x m , D Z _ ^ c� f�i�F9 00 M. >Z d fl mcncQ vm C) ern � � z o 0 00 �_ � �� C CO xN�0 �O c II C (n m 0 �S N m 0 z om n or V1 N 2 a 71 y N 0 T fC z OC) 22 W 0 0 p o Cn C7 2 O z FrI� to X rri n x m a 6r m p z O D_ � n m a a r m 1I/y OCD =� Z D :;o _ U) _2 � �l = N j m fmTl Z -1 Z r z o o 0 0 m m �. U] n w 77 D z X o m o = N D = ::E J 0 � y CA CQO CA -r l�� Ji �z]0CZ II z I z O O= z� _� O C TI D C N M c,a TI -< c� O 000 X m m C7 x �n o m D a7 n U) U} C) DD F l F9 �----- n D r c dC fTl 2 C. +n "I o C/} G o rn _ a 0 cp N O N O O Z] C C7 J � I O ci, rr� V1 L r y J O= C O Cz D O c c y O M cn- a >Omo M�:UDCZ 00 K: I C- 0 —rj D -I K: y n QD ;O 1 000 v�:u N ---1 O0 0- TI fTl ;;ox oLn z z � 0 O= �o �. F, 0 � m M a cn D " ' M o arc 0 z a rn x z c� z c7 O _ N II �I 1 o �► � n a o V o i U y Z I~ o X L F- D G1 DSI OW _ F9 Oz =� >_ _(!) �F _ zn� -<r Fr Z yrN 500 0 (A y �1 >vl nr y cmn 00 U) r (nom r Cn , + x � + o ou �Z7 ,,ice' Kvro D= ma�-4 = C r m D o o)U) n z r� J� D o�m m m 0 mn n Cil — mm� cnm z V1 4'-0" MIN V� tz� 3'-6" 3'_6' I DOmO m-- m�;u CD CZ .. �� OK: � =ZM-+ C� I O Zu co I C0--rlD� i J ---i ��::Dn cn (D=��;u00 I n CD Oi N 0 0- n v D -q o ;;u x O-0 zD M OD v D a m m rCl Cll r C!] A rTtONOnm M < D a S. (7-X [7�x m 1� z N rri CI3 \ T� r -0 � m n ® .TDI > _ � o p my v r Cm =x l rrlz O co �� a Q ()Oo P n G7 O rrlx Z Nor— WAIL ;Oplwr ME - th- a w w 77 MAIN STREET (RT 6A) OLD KINGS HIGH WAY NOTE: NO PART OF THIS BUILDING OR THE DECKS ARE VISIBLE FROM ROUTE 6A J NzmomXx=_r >zKzm�-10 u O Q cn*cnmcn0 m Lnr r -mm ��p� C? apxmz 0�{l7 zz (A �pZ�C7(nm oX=mc) �5yu5953y51 oKSr+� >m V) Cz m e T' c x= p- A I�••I V c >z0-U;Umm:* F M K 0-< "� aowm>'�ydy3 9 r O Z 0m- C�7-+z mmFuFXop 'q3Q 130 up -8 r� W*7�Z� ps1 gbSd�NuSXa C/1 � r- M D �.7M m m m C p C) 70 -0r-p �z ;ur-m=o m cn lot O D �za U' C Z = V) (f) r- i� D � = m=r- D Dir Z Q "�Ob 4Sm -�p (�nz - -x ire 1p F- O m — 0 M m m T�XX �N ZJ 71 zX n D o �� Tl Z nD 0 o t rrl V N G7 0 - V? DCIO z o rn O F� •Jz70 000 z 19 r Jr °�-1 cn- l m X f n 5", y l3 �-- �5 1 I o rrl O O " U) CZ O K: = Z m p ==omzzQ F5 -9�= �go0Q1:/p .9-`ot� GA O OcnZomKoc�o _ o_oti J DO m�rT'u)O00 o-< (n = m --� �C7'0O ul nZr-�r-��((nn --1 000ymzm= o C0 I �U) onzo Xg�M5 -'ox <mzm= I- o , I± 00 C7 cn(n- 0- cz- m� N I N N O Dnm�pmo�o < Oy � �gvnr-z_y�z CG�ro- D O X o�z>m 2n�o��- zoR*cn (J) Woommo mcmW0'o�n = n0 o=co>XN we 7orzm r N *MOM m p 1 J Jz D m z m r m Z � II Z> o z 0 O m o D � �I