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HomeMy WebLinkAboutPetition #4864Owner -Applicant: TOWN OF YARMOUTH BOARD OF APPEALS APPLICATION FOR HEARING Yt=1PM0UTH TOWN CLERK Hearing Date: Z%D '20SEP9PM5:19 RIEC (Full Names- including d/b/a) it -1 Ar�G�is AVC ScDrc--2-7(,,l-7S�l 5�Iu2 c�vuc�'7�r7 '?_or►kcc��` Vel (Address)n (Telephone Number) (Email Address) and is the (check one) QOwner Tenant Prospective Buyer Other Interested Party Property: This application relates to the property located at: S- ,!nr m and shown on the Assessor's Map #: as Parcel#: _ Zoning District: 1Z -2 S— If property is on an un -constructed (paper) street name of nearest cross street, or other identifying location: Project: The applicant seeks permission to undertake the following construction/use/activity (give a brief description of the project. i.e.: "add a 10' by 15' deck to the front of our house" or "change the use of the existing building on the property"): RELIEF REQUESTED: The applicant seeks the following relief from the Board of Appeals: JZ��GffCS� W/ Yff /V�/� • ��v�ia'llc, i�v�— f' !� ¢ �-L�✓'t-fir 1)�REVERSE THE DECISION OF THE BUILDING INSPECTOR OR THE ZONING ADMINISTRATOR dated attach a copy of the decision appealed from). State the reason for reversal and the ruling which you request the Board to make. 2) KSPECIAL PERMIT under § % 0 • ? •Z Z of the Yarmouth Zoning By-law and/or for a use authorized upon Special Permit in the "Use egulation Schedule" §202.5 .(use space below if needed) 3)❑VARIANCE from the Yarmouth Zoning By-law. Specify all sections of the by-law from which relief is requested, and, as to each section, specify the relief sought: Section: Relief sought: Section: Relief sought: Section: Relief sought: ADDITIONAL INFORMATION: Please use the space below to provide any additional information which you feel should be included in your application: FACT SHEET Current Owner of Property as listed on the deed (if other than applicant): Name & Address Title deed reference: Book & Page# 2" 1 Cl -71 01 -1 or Certificate #_ Land Court Lot # Plan # ro ' e c f recent dee Use Classification: Existing: St c �Arn§202.5 # Proposed: §202.5 # Is the property vacant: If so, how long?: u nSt ( 2 Lot Information Size/Area: 5 (R Plan Book and Page / Lot# Is this property within the Aquifer Protection Overlay District? Yes No Have you completed a formal commercial site plan review (if needed)? Yes D No Other Department(s) Reviewing Project: Indicate the other Town Departments which are/ have/ or will review this project, and indicate the status of their review process: Repetitive P ' ' n: Is this a re-application: El If yes, do you have Planning Board Approval? I_ Prior Relief: If the property in question has been the subject of prior application to the Board of Appeals or Zoning Administrator, indicate the date and Appeal number(s) and other available information. Include a copy of the decision(s) with this application: Building Commissioner Comments: Applicant's /Attorney /Agent Signature Address: Phone -) CG 17 cSJ E -Mail: !Sj� v Q- LS D 7(i)LO iySf- - A Owner's Signature QUITCLAIM DEED I, Dana MacMullen, as Personal Representative of the Estate of Glenn Dale MacMullen pursuant to Plymouth Docket No. P616PO203EA and Individually, of 209 West Street, East Bridgewater, MA 02333 For consideration paid in the amount of Eighty Thousand and 00 Dollars ($80,000), grant to TY Mack Corp., of Route 28, South Yarmouth 02664, Massachusetts With QUITCLAIM COVENANTS The land in Yarmouth (South), Barnstable County Massachusetts, together with the building thereon, bounded and described as follows: EASTERLY by LOT 26, as shown on said pian, fifty (50) feet; SOUTHERLY by LOT 38, as shown on said plan, one hundred (100) feet; ., WESTERLY by a private way called Angus Avenue, as shown on said plan, fifty (50) feet; and 90 NORTHERLY by LOT 40, as shown on said plan, one hundred (100) feet. Being shown as LOT 3 9, containing 5,000 square feet, on a plan of land drawn by John G. Sears, Surveyor, dated October 1, 1923, and recorded with the Selectman for the Town of Yarmouth, to which plan reference is made for the location of the granted premises and other lots and the proposed roadway herein named. The parcel of land described in this deed is the same as that shown and delineated on a plan entitled "Plan of Land in Yarmouth Surveyed for Fred M. Angus, Scale: one inch = 60 feet, December 8, 1937 Surveyed by: AIfred C. Anderson C. E.", which plan is recorded with the Barnstable County Registty of Deeds in Plan Book 56, Page 85 and said lot is shown thereon as Lot 39. The above described premises are conveyed subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record insofar as the same are now in force and applicable. For title reference see deed recorded in Book 2674, Page 204. See also Probate of Nancy MacMullen Plymouth County Probate Docket No. l IP2311EA, Probate of Glenn Dale MacMullen Plymouth County Docket No. P616P0203EA, death certificate of Kenneth and license to sell recorded herewith. At the time of the death of Kenneth E. MacMullen there had been no divorce. WITNESS our hands and seals this / c day of September, 2016 Plymouth ss. Dana MacMullen as Personal Representative and Individually September1 , 2016 Then personally appeared the above named Dana MacMullen and acknowledged the foregoing instrument to be his free act and deed, before me C: -h t-� c 'fk e�1 wf — ¢ � 1...• vi r�i 9 t- Notary ttll / My Commission Expires: --'/� EGEORGE N. ASACK JR.Notary Public MMONWEALTH OF MASSACHUSETTS My Commission Expires March i 1. 2022 Commonwealth of Massachusetts The Trial Court Plymouth Division Probate and Family Court Department Docket No. PL16P0203EA Decree of Sale of Real Estate �fc74�i4a�F4sQr�t� Personal Representative Ata .probate and Family Court held at Plymouth in and for said County of Pl ymouth on the nineteenth day of . August - 2016. On the petition of Dana MacMullen, personal representative at hisbatcxxxxxxx of the estate cxxXXXxxxx'XkRMWW-of Glenn Dale MacMullen late of East Bridgewater in said County, deceased, -fie =u -intestate -praying for authority to sell certain real estate of said deceased described in said petition WIi MWat private sale, in accordance with the offer named in said petition or for a -larger sure, if helshelthey shall think best so to do; all persons interested havingx9Mt -been duty notified -and no person objecting thereto, it appearing that said offer is an advantageous one and that the interest of all parties concerned will be best promoted by an acceptance of said offer. It is expedient to sell real estate of said deceased. IT IS DECREED that the pelitioner(s) be authorized to sell and convey-5P'p`EffJMK-at private sale, upon the following terms: sale to TY Mack Corp. for the sum of $80,000.00. for the sum of $80,000.00 (Eighty Thousand Dollars) in accordance with said offer or for a larger sum, - if helshelthey shall think best so to do, the real estate of said deceased described as follows: See Attached Description The -Commissioner of the Department of Revenue has released ?VNW -the lien on said real estate - and it is further decreed that said petitioner(g) may become the purchaser(g) of said real estate. Justice of the Probate and Family Court A RU 4 `'. ,i N�A$�ri�W '. 'ter OW 4;R�eottr CJ 76d (10109) t CJ c i 1 71 14E' MXFI'YMAr-- NO and CATHERINE MARL'QQ, husband and t:ife as tenants by tyle t� 7 antirety, both of .>_3 Governor Bradford load, Browster, Barnstable County, Massachusetts, L� for consideration paid in the amount of �R&9@9' THOUSAND FIVF, J4r_jZ-,ED,��� { ti OOJiCO �i)h Dollars , grant to `�[yryj MACK -U—E 1 and ',%mlcy NL.AC^IULLLFN,, husbanu and wife, tenants by the entirety, both of - L wi th QUITCI�L�M aJVANTS 6- the land in YarTeuth (South) , Barnst.:.ble County, 11assachusetts, together wit: (.4 the buildings tZereon, bounded and described as foliows: EASTERLY by LOT 26, as shown on said plan., f,iFty (5J) feet; ! SOUTHERLY by LCT 38, as shown on said plan:, one hundred (100) feet; WESTERLY by a private way called Angus Ave-nue, as shoaron. saad _plan, } fz:fty (50) feet; and J A..r rZ:; LY LOT 40, as 5:,i -w1, ciii said plan:, one :1Llndred Beim, srcc:n as SAT 39, containing 5,000 Square Feet, on a Fla.,, of lard 6-r j: . by John G. Sear;;, Surveyor, dated October 1, 1923, and recorded wit_,: the Selectrt n for the Town of Yarmouth, to which plan reference is rrace for the location of the granted premises and other lots and the proposed roadway herein named. B ein= the same land as shown on Plur: of d f v:: .:.cc th suer - i -for ed "` kn 3 re T , �eC�,�,� th age s arils i�x� ��ira L6 ' win 4ab_e Deeds in n3'-, j The parcel of land describes, in i s de i �th� �Iasante as -hat shorn Lnd de- lineated on a plan entitled "Plan of Land in Ylrmouth Ssrreyed for Frei m Angus, Scale: orae inch = 60 feet, Decffnbp-r 8, 1937 Suvveved by: P?f_ed C. Anderson C. E. ", which plan is recorded with the Barnstable County Registry of Deeds in Plan Book 56, Page 85 and said lot is shoc:'n thereon as LOT 39. The above described premises are conveyed subject to a'I crit? _ne x :efi � cf all rights, rights of way, eu gents, appurtenances, xaservat'ons anc resta-i. c-' ions of record and especially forth as set in a deed fmrc Ric:rirci Kel lv et 1 to us recorded oath Barnstablc County Registry of Deeds in Boa{ 2050 Pace 151 to which reference may be had for title. " 'AAc NEILL & FITcF ATTOFNEYS AT LAw ��/•1 ' WITNESS our hands and seals this 1"4 / 'f y 1976. TUDOR HILL MOUSE ' ROUYE 8•A 5AYDWICn. MASS. o22E3 ' TELEPHONE e8171 88@.24b9 lel HIGGINS 7 CAOwELL ROAD C0MNICJfAVV_A[i.' i OF J-AASSACHJS: C75 (�L..'�+�...1 J SOX WEST OFFICYARMOUTH, �, l�r XC �/ ) i.11LT� 1 r. ������,,,,,,,Y,,,"-��- � Catherine gi=ns H Q WEST YARMOV7H, MA59� AS O2a73 I G: O PIF 7S4 TELEPHONE 1817177=.1929 "-^=• ---i '! �' •!.: [ r. s `.4 .. .-.: _.. s, Y i'-'a�IDI.J .iaY.:r .ir. .:Mkits .- • 4 ._. !Ac NEILL $ FITCH ATTOiLY--YS AT LAY: T:IDOII HELL HOUSF F.OUtE 5-A Sl'-N,'Nlt H- I.1A55. 02_63 7E�APHONE 16171 656.2453 IA' HIGGIW5 C7?OWELL ROAD DOST GI'FICE HOX 6P6 '.VEST YARMOUTH, MAL39- Oa573 _LCFHONE 15171 771-1eas mow TRE C OWUMEALTV OF MSSAC1LzE-,7S Barnstable ss. I' W C�l [ 1978 len personally appeared the above named KernetZmarino and Catherine Marino and acknowledged the foregoing instrument to be their free act and deed-, before me C MY CcMmission Expires- 6-9'6 ires: 6-9'C.�f-e-C. �' BARNSTABLE REGISTRY OF DEEDS -- - Jahn F. Meade, Register GENERAL NOTES: 1. CONTRACTOR SHALL NOTIFY "DIG -SAFE' AS REQUIRED PRIOR TO THE START OF ANY EXCAVATION WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 2. CONTRACTOR/ARCHITECT SHALL VERIFY BUILDING SETBACKS, BUILDING COVERAGE, & BUILDING HEIGHT. 3. NO DETERMINAT10N HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROVING AUTHORITY. 4. RETAINING WALLS, LANDSCAPE STEPS, AND LANDSCAPE FEATURES ARE SHOWN ON THIS PLAN FOR CONCEPTUAL PURPOSES ONLY. FINAL DESIGN OF LANDSCAPE FEATURES AND GRADING IN THAT AREA SHALL BF DONE BY OTHERS. 5. HOMEOWNER/CONTR ,CTCV TC APPROVE DRIVEWAY LOCATION AND MATERIAL OF CONSTRUCTION. 6. OWNER/CONTRACTOR SHALL REVIEW AND APPROVE HOUSE LOCATION, TOP OF FOUNDATION/SLAB ELEVATION AND GRADING PRIOR TO EXCAVATION. 7. FOUNDATION LAYOUT TAKEN FROM PLANS DATED 6/15/2020 PROVIDED BY THE OWNER. 8. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 9. ALL CONSTRUCTION SHALL CONFORM TO THE STATE SANITARY REGULATIONS (310 CMR 15.00) AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 10. PROPERTY IS LOCATED WITHIN FLOOD ZONE AE EL=11 PER FEMA MAP PANEL 25001C0589J. SEWAGE DISPOSAL SYSTEM NOTES: 1. H-20 RATED COMPONENTS SHALL BE REQUIRED IN ANY AREAS SUBJECT TO VEHICULAR LOADING AND AS REQUIRED ON THE PLAN. 2. THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN. ANY CHANGES OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED IN WRITING. 3. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT 4. SOIL ABSORPTION SYSTEMS MUST BE VENTED WHEN DISTRIBU11ON LINES EXCEED 50 FEET IN LENGTH, WHEN LOCATED IN AREAS SUBJECT TO VEHICULAR LOADING, AND WHEN PRESSURE DOSED. 5. FINISHED GRADE SHALL BE A MAXIMUM OF 36" AND A MINIMUM OF 9" OVER THE TOP OF ALL SYSTEM COMPONENTS. 6. ALL ABANDONED SEPTIC SYSTEM COMPONENTS SHALL BE PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED AND REPLACED WITH CLEAN SAND UNLESS NOTED TO BE REMOVED. 7. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WATERTIGHT. 8. COMPONENTS TO BE PROVIDE WITH WATERTIGHT ACCESS COVERS RAISED TO WITHIN 6" OF GRADE WHERE REQUIRED. 9. PRIOR TO FINAL INSPECTION BY THE ENGINEER AND THE BOARD OF HEALTH ALL SYSTEM COMPONENTS MUST BE INSTALLED INCLUDING ALL ACCESS COVERS WITH RISERS. 10. SOIL REMOVAL: ALL TOPSOIL AND SUBSOIL (B LAYER) SHALL BE REMOVED FOR A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, LAYER C1, APPROX. 35" BELOW GRADE. AREA TO BE BACKFILLED WITH CLEAN "TITLE 5" SAND AND COMPACTED TO MINIMIZE SETTLING. CONTRACTOR TO NOTIFY TOWN AND/OR ENGINEER TO 3 VERIFY SOIL REMOVAL AS REQUIRED. 11. PROPOSED LINER: INSTALL A 40 mil HDPE LINER FROM EL=9.0 TO EL=6.0 AS SHOWN ON PLAN AND SAS DETAIL. 12. PROPOSED SEWER EXIT LINE LOCATION /ELEVATION: PLUMBER TO CONFIRM AND APPROVE LOCATION AND ELEVATION OF PROPOSED SEWER LINE PRIOR TO THE SETTING OF ANY SEPTIC COMPONENTS. 13. FLOOR PLANS: FLOOR PLANS SHALL BE PROVIDED SEPARATELY BY THE OWNER/ARCHITECT/CONTRACTOR. PUMP NOTES & REQUIREMENTS: 1.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE BUILDING AS SHOWN ON THE PLAN. 2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER TO THE DISCONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT. 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO MANUFACTURER'S SPECIFICATIONS. 5.) PUMP SHALL BE LIBERTY LE41A SERIES it PUMP (OR EQUAL) MEETING MAXIMUM REQUIREMENTS OF 25.7 GPM AND 9.1' OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH MANUFACTURER FOR FLOW AND TDH. 6.) 30" FROM PUMP ON FLOAT TO INLET INVERT PROVIDES 335 GALLnNS nF STORAGE PUMP DOSING CALCULATIONS: 1. DETERMINE VOLUME OF EFFLUENT TO BE PUMPED TO LEACHING FIELD: DAILY FLOW = 330 GALLONS NUMBER OF DOSES PER DAY = 10 DOSES NUMBER OF GALLONS = 330/10 = 33 GPD DRAIN BACK VOLUME: 2 FORCE MAIN & 2" MANIFOLD = 0.2 GALLONS PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME PUMPING VOLUME = 33 GALLONS + 0.2 GALLONS = 33.2 GALLONS 2. DISCHARGE RATE: 22 TOTAL PERFORATIONS (INCLUDING VENTS) x 1.17 GPM / PERF. ® 2.5' HEAD = 25.7 GPM 3. TOTAL DYNAMIC HEAD: 9.1 FT. 4. PUMP MUST BE CAPABLE OF PUMPING AT LEAST 25.7 GPM AGAINST A TOTAL DYNAMIC HEAD OF 9.1 FT DETAIL OF VENT ACCESS CAP NOT TO SCALE Finish Grade- �� Maximum 6" DIA. NDS ROUND IRRIGATION BOX COVER 1" Screw -on Cap 1" PVC Access Pipe Rebar (for future location of vent access cap) DEEP OBSERVATION HOLE LOGS NO SCALE DEEP OBSERVATION HOLE 1 EL = 7.1± DEEP OBSERVATION HOLE 2 EL. = 5.7± DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL 0" - 15" A LOAMY SAND 10 YR 3/4 15" - 35" B LOAMY SAND 10 YR 5/8 35" - 98" C1 MED -COARSE 10 YR 8/6 1 _ PLAN BCC'14: �� PAGE 85 SAND DEED BOOK 29979 PAGE 94 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL 0" - 42" FILL - - - - - 42" - 106" C1 MED -COARSE 10 YR 8/6 T.O.W. EL=10 SAND NOT TO SCALE SYSTEM DESIGN CALCULATIONS: DESIGN FLOW: PROPOSED 3 BEDROOM DWELUNG AT 110 GAL. PER DAY PER BEDROOM = 330 GPD 330 GPD X 200% = 660 GALLONS - USE 2000 (2) COMPARTMENT MONO SEPTIC TANK/PUMP CHAMBER (1500 GALLON SEPTIC TANK & 500 PUMP CHAMBER) PRIMARY SAS AREA: A 28' L. X 16' W. X 0.5' D. LEACHING FIELD (H-10) CAN LEACH: Vt = [(28 X 16)] X 0.74 GPD/SF = 331 GPD RESERVE SAS AREA: A 29' L. X 10' W. X 2' D. LEACHING CHAMBER (H-10) CAN LEACH: Vt = [(29 X 10) + (29 X 2)2 + (10 X 2)2] X 0.74 GPD/SF = 330 GPD NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. INSTALL: ONE (1) - 2000 GALLON MONO SEPTIC TANK/PUMP CHAMBER (USE ACME/SHOREY STPC20M) DATE OF TESTING: 12/4/19 ONE (1) - 28' X 16' X 0.5' LEACHING FIELD PERCOLATION RATE: MORE THAN 2 MIN/INCH (PERC ® 33" IN TP#1) ONE (1) - LIBERTY LE41A 4/10HP PUMP WITH CONTROL PANEL, FLOATS, AND ALARM WITNESSED BY: KEITH E. FERNANDES, PE, GFM ENTERPRISES, INC. PHILIP RENAUD, HEALTH INSPECTOR, YARMOUTH HEALTH DEPARTMENT GROUNDWATER STANDING ® 55" BELOW GRADE (EL=2.55) IN TP#1 AND 53" BELOW GRADE (EL=1.3) IN TP#2 USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. PLAN VIEW PROPOSED SCALE: 1" = 10' WATER SERVICE rn , x -- _ x H x _--- x_ x H- . _10,Q x 'A x �, x 6 10x0 LOT 39 10x0 39.6'1 �, rn AREA = 5,000 SQ. FT. P � O SWI /4"-1-1/2" StonjDistrCibution •� GV G G G� - FiII" G G C x x_ U, ,\ -- X x x _.- x --- x Lateral 100' -x PROPOSED LANDSCAPE FEATURES )-.1�1/�4" Vent Hole .with "ORENCO" Shield • /SEE GENERAL NOTE 490nd - ( #) __--1/4" Perforation with "ORENCO" Shield PUMP CHAMBER FLOAT DETAIL Leach Field NOT TO SCALE Inlet EL=7.6 Storage Volume Alarm (30" - 335 Gallons) 6" Pump On 48" Cycle Volume (3" - 33.5 Gallons) Pump ON/OFF N 30.5 (� 14 Angus Ave, PROPOSED LANDSCAPE WALL VENT LOCATION -- W _� W W W T.O.W. EL=10 15" Sump NOT TO SCALE 1 _ PLAN BCC'14: �� PAGE 85 DEED BOOK 29979 PAGE 94 B4O.W. EL=VARIES ASSESSORS' MAP 33 PARCEL 46 ` a PROPOSED 3 BEDROOM DECK. PROPOSED SAS (SEE GENERAL NOTE #4) PROPOSED DRIVEWAY 24x5 PROPOSED SPOT GRADE 10.51 DWELLING DETAIL) THREE (28'±) OF SCHEDULE 40 (SEE GENERAL NOTE #5) PROPOSED T.O.F. EG = 13.1'1 (SEE (SEE Cr o PERFORATED PIPE CONNECTED TO VENT LINE -�-�- GAS LINE RESERVE TP/2 F.F. EL = 12.7 OAK TREE HYDRANT & CAP BY "SWEET AIR" (MUSHROOM CAP) AREA TA.S EL = 9.0 D4 GAS VALVE PUMP FLOAT NOTES: D _ 1ox3 PERFORATION AT VENT ACCESS CAP m La - 1 _ 10x5 TP C ° 10'1 6.2'1 I N I o o f i CABLE WEIGHT. ST 5' I I C 4" SCH. 40 PVC I BENCHMARK PROPOSED SOIL REMOVAL j - n? CB W/ DH W/ 18" PIECE OF #4 REBAR RAISE TO WITHIN 3" of GRADE ACCESSIBLE FROM THE OUTLET MANHOLE COVER. 30.5'1 I NUMBER PERFORATIONS PER LATERAL = I (2) OUTSIDE LATERALS WITH 7 (INCLUDING VENT) N l TOXO (NAVD 88) �I EL=8.0± PIPE SHALL BE PERFORATED I (1 MIDDLE LATERAL WITH 8 INCLUDING VENT I .p I N ) ( ) WITHIN FIELD 4" Sch. 40 PVC Vent Pipe "Sweet 10 oo PERFORATION SIZE = 1/4" I ` � ' /4"-1-1/2" StonjDistrCibution •� GV G G G� - FiII" G G C x x_ U, ,\ -- X x x _.- x --- x Lateral 100' -x PROPOSED LANDSCAPE FEATURES )-.1�1/�4" Vent Hole .with "ORENCO" Shield • /SEE GENERAL NOTE 490nd - ( #) __--1/4" Perforation with "ORENCO" Shield PUMP CHAMBER FLOAT DETAIL Leach Field NOT TO SCALE Inlet EL=7.6 Storage Volume Alarm (30" - 335 Gallons) 6" Pump On 48" Cycle Volume (3" - 33.5 Gallons) Pump ON/OFF ENTIRE PROPERTY IS LOCATED WITHIN AN AE FLOOD ZONE (EL -11) PER FEMA MAP PANEL 25001C0589J 0 10 20 30 SCALE 1"=10' GFM ENTERPRISES, INC. C)� E E s CIVIL PO BOX 1439 NO. 48725 SOUTH DENNIS, MA 02660 PHONE: 508-694-5600 11�NAL�f www.gfinexcavating.com MARIE CARON 14 ANGUS AVE 7 E VARIANCE S YARMOUTH, MA 02664 'ST SITE: CARON RESIDENCE 14 ANGUS AVE 10 CMR 15.403 S YARMOUTH, MA 02664 TITLE: backs) SITE AND SEPTIC SYSTEM PLAN not 10' from Foundation SCALE: DATE: DRAWN: CHECKED: 4' variance III= 10' 9/i /2020 KEF KEF PROJECT NO: DRAWING NO: REVISION: 6050 6050-SfTE & SDS (8/25/20201.dwg N/A N 14 Angus Ave, VENT LOCATION 15" Sump NOT TO SCALE TO BE APPROVED PLAN BCC'14: �� PAGE 85 DEED BOOK 29979 PAGE 94 ASSESSORS' MAP 33 PARCEL 46 ` a BY CLIENT 7 PASSIVE VENT LINES: x12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE -•-•- WATER SERVICE LINE fh THREE (28'±) OF SCHEDULE 40 ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM �-\ PERFORATED PIPE CONNECTED TO VENT LINE -�-�- GAS LINE 464 TUPALO TREE OAK TREE HYDRANT & CAP BY "SWEET AIR" (MUSHROOM CAP) WATER GATE D4 GAS VALVE PUMP FLOAT NOTES: PERFORATION AT VENT ACCESS CAP 1. FLOATS SHALL BE SECURED TO THE DISCHARGE LINE, 1 _ _ (SEE DETAIL) ' INSTALLED ON A FLOAT TREE, OR PROVIDED WITH A INSPECTION PORT I N I CABLE WEIGHT. 5' I I 4t1 4" SCH. 40 PVC INSPECTION PORT 2. FLOATS SHALL BE INSTALLED SO THAT THEY AREI PROPOSED SOIL REMOVAL j - W/ 18" PIECE OF #4 REBAR RAISE TO WITHIN 3" of GRADE ACCESSIBLE FROM THE OUTLET MANHOLE COVER. (SEE NOTE #10) I I NUMBER PERFORATIONS PER LATERAL = I (2) OUTSIDE LATERALS WITH 7 (INCLUDING VENT) PIPE SHALL BE PERFORATED I (1 MIDDLE LATERAL WITH 8 INCLUDING VENT I .p I N ) ( ) WITHIN FIELD 4" Sch. 40 PVC Vent Pipe "Sweet PROPOSED LINER oo PERFORATION SIZE = 1/4" I ` � ' (Passive Vent) by Air" - I (SEE NOTE #11) PERFORATION SPACING = SEE SAS DETAIL I SCHEMATIC FLOW PROFILE: Vent Access Ca p at end of each Lateral ! I I I LATERAL LENGTH = 28' I I _ OF (SEE DETAIL) LATEAR DAMETERALSI"3 II I I PERFORATIONS SHALL BE DRILLED AT 5:00 & 7:00 O'CLOCK NOT TO SCALE RAISE COVER Proposed EL=10.0 (min) ---_I ` TOP OF FOUNDATION EL=11.2 TO GRADE WITH MIN. 30" POLYLOK HEAVY DUTY (SCREW �� ��� min I ST I I ( I DOWN WITH GASKET) AND A" 9" Proposed HIGH GROUNDWATER LEVEL I I N SAS DETAIL RAISE COVER SED PROPOSLAB TO WITHIN 6" OF MIN 30" PLASTIC RISER 1" Distribution Laterals (9" Min - 36" Max) CALCULATION SCALE: 1" = 10' .•4 ESED FINISH GRADE FINISH GRADE=10± ,\\ �'? LAYER OF FILTER FABRIC DEPTH TO WATER TABLE (12/4/2019) EL=2.55 4" DIA SCH 40 PVC PIPE \ y" ^ `. ;, - ! .�2" Manifold to be below 8.90 APPROPRIATE INDEX WELL: Mfw-z9 9.0± Check lateral invert as show Y 3/4" - 1-1 /2" STONE WATER LEVEL RANGE ZONE: Aro-2') 2" MANIFOLD ' * SEE NOTE Valve 2" Delivery Line CURRENT DEPTH TO WATER LEVEL (12/2019): 6.75 2" DELIVERY LINE/FORCE MAIN #12 :. 90' ; A A WATER LEVEL ADJUSTMENT 0.7' 4, 4' 4' •..,: *S.O± DROP: 2' min. Gate Valve ;' 1 ESTIMATED DEPTH TO WATER LEVEL: EL=3.25 4' 3' max. 5.1'± 16__-_--� 10' 3/8" Bleeder SECTION A -A' Hole 7 60 1 CF Poured CLASS 150 Pressure Pipe with 785at 48' Thrust Blocking all bends 1 CF of concrete behind bends for thrust blocking (Typical) 7- EL=3.3± ESTIMATED SEASONAL HIGH CROSS-SECTION OF DELIVERY LINE MANIFOLD CONNECTION GAS BAFFLE z 28' Distribution Lateral 0.7' GROUNDWATER NOT TO SCALE OVER THE COON IN IPitch 2" dia. Force Main ONE (1) 28 x 16 x 0.5 1- Q - EL=2.6± OBSERVED GROUNDWATER _ 4' PVC PERFORATED VENT PIPE (TYPICAL) R E Q U E Back to the Pump Chamber LEACH FIELD IN TEST PIT #1 12/4/2019 8.40 )) LATERALSV��ITRI )U110N 7.60 Bottom of Stone �- 4'4�-�' 3.31 PROPOSED 2000 GALLON 16'± 2" Delivery Line to 2" Manifold LOCAL UPGRADE APPROVALS: MONO 2 COMPARTMENT r _ (3) 1" Laterals with 1/4" Burr -free Perforations (see SEPTIC TANK/PUMP CHAMBER SAS detail for spacing) VARIANCE: 310 CMR 15.211 (Se 7'1 Drilled at the 5:00 and 7:00 positions Each 1/4" "ORENCO" 1.) Septic Tank/Pump Chamber Perforation Capped with Splash Guard 2" MANIFOLD, CAPPED END 6' held 1/4" Vent Holes drilled below 90' bend at each end of each Lateral 2" DELIVERY LINE \\10.1.10.193\Users\Admin\OneDrive - GFM Excavating\GFM Cloud\aa Engin eering\Projects\6050- 14 Angus Ave, Yarm outh\CAD\Plans\6050-Site & SDS(8-25-2020).dwg ENTIRE PROPERTY IS LOCATED WITHIN AN AE FLOOD ZONE (EL -11) PER FEMA MAP PANEL 25001C0589J 0 10 20 30 SCALE 1"=10' GFM ENTERPRISES, INC. C)� E E s CIVIL PO BOX 1439 NO. 48725 SOUTH DENNIS, MA 02660 PHONE: 508-694-5600 11�NAL�f www.gfinexcavating.com MARIE CARON 14 ANGUS AVE 7 E VARIANCE S YARMOUTH, MA 02664 'ST SITE: CARON RESIDENCE 14 ANGUS AVE 10 CMR 15.403 S YARMOUTH, MA 02664 TITLE: backs) SITE AND SEPTIC SYSTEM PLAN not 10' from Foundation SCALE: DATE: DRAWN: CHECKED: 4' variance III= 10' 9/i /2020 KEF KEF PROJECT NO: DRAWING NO: REVISION: 6050 6050-SfTE & SDS (8/25/20201.dwg N/A N 14 Angus Ave, Yarmouth, MA 02664 NOT TO SCALE PLAN BCC'14: �� PAGE 85 DEED BOOK 29979 PAGE 94 ASSESSORS' MAP 33 PARCEL 46 LEGEND 32 - EXISTING CONTOUR x12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE -•-•- WATER SERVICE LINE TP TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM -x-x- FENCE -�-�- GAS LINE 464 TUPALO TREE OAK TREE HYDRANT WATER GATE D4 GAS VALVE UTILITY POLE ENTIRE PROPERTY IS LOCATED WITHIN AN AE FLOOD ZONE (EL -11) PER FEMA MAP PANEL 25001C0589J 0 10 20 30 SCALE 1"=10' GFM ENTERPRISES, INC. C)� E E s CIVIL PO BOX 1439 NO. 48725 SOUTH DENNIS, MA 02660 PHONE: 508-694-5600 11�NAL�f www.gfinexcavating.com MARIE CARON 14 ANGUS AVE 7 E VARIANCE S YARMOUTH, MA 02664 'ST SITE: CARON RESIDENCE 14 ANGUS AVE 10 CMR 15.403 S YARMOUTH, MA 02664 TITLE: backs) SITE AND SEPTIC SYSTEM PLAN not 10' from Foundation SCALE: DATE: DRAWN: CHECKED: 4' variance III= 10' 9/i /2020 KEF KEF PROJECT NO: DRAWING NO: REVISION: 6050 6050-SfTE & SDS (8/25/20201.dwg N/A GENERAL NOTES: 1. PROPERTY IS LOCATED WITHIN FLOOD PLAIN ZONE AE EL=11 PER FIRMETTE PANEL 25001C0589J. nl AAI %nr\As 31-ALt: I = eU I HEREBY CERTIFY THAT THE EXISTING SITE FEATURES SHOWN HEREON ARE LOCATED AS THEY EXIST ON THE GROUND. DATE2.JLc% DONALD T. POOLE PLS#32662 LAND SURVEYOR: OUTERMOST LAND SURVEY, INC. 46 MAIN STREET BREWSTER, MA 02631 C: \Users\Engineering Laptop\Downloads\6050-EX dwg r n 14 Angus Ave, YNmmft MA 02664 LEGEND F32-1 EXISTING CONTOUR IOU �cn LOT #39 EXISTING SPOT GRADE WATER SERVICE LINE — c AREA = 5,000 §Q. FT. 1 TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS I 38•Yt FENCE Dwelling f Existing � D Z a i f TUPALO TREE 35.6!± o HYDRANT • �amyc D4 GAS VALVE f O / 39.2 f BENCHMARKCf)_ CB W/ DH y I w I EL=8.0t (NAVD 88) GV G� \ G G - _ x s _x 7 =x 100, C: \Users\Engineering Laptop\Downloads\6050-EX dwg r n 14 Angus Ave, YNmmft MA 02664 0 20 40 60 SCALE 1"=20' PLAN BOOK 56 PAGE 85 DEED BOOK 29979 PAGE 94 ASSESSORS' MAP 33 PARCEL 46 LEGEND F32-1 EXISTING CONTOUR x1234 EXISTING SPOT GRADE WATER SERVICE LINE TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM — X — FENCE GAS LINE N TUPALO TREE OAK TREE HYDRANT • �amyc D4 GAS VALVE 0 20 40 60 SCALE 1"=20' PLAN BOOK 56 PAGE 85 DEED BOOK 29979 PAGE 94 ASSESSORS' MAP 33 PARCEL 46 GFM ENTERPRISES, INC. PO BOX 1439 SOUTH DENNIS, MA 02660 PHONE: 508-694-5600 www.gfinexcavating.com CUENT: MARIE CARON 14 ANGUS AVE S YARMOUTH, MA 02664 5"E` CARON RESIDENCE 14 ANGUS AVE S YARMOUTH, MA 02664 WLE: EXISTING CONDITIONS PLAN SCALE: DATE: DRAWN: CHECKED: 1" = 20' 1 9/l/2020 KEF I KEF 6050 I 6050-EX.dwg I N/A LEGEND F32-1 EXISTING CONTOUR x1234 EXISTING SPOT GRADE WATER SERVICE LINE TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM — X — FENCE GAS LINE TUPALO TREE OAK TREE HYDRANT • WATER GATE D4 GAS VALVE `Q3 UTILITY POLE GFM ENTERPRISES, INC. PO BOX 1439 SOUTH DENNIS, MA 02660 PHONE: 508-694-5600 www.gfinexcavating.com CUENT: MARIE CARON 14 ANGUS AVE S YARMOUTH, MA 02664 5"E` CARON RESIDENCE 14 ANGUS AVE S YARMOUTH, MA 02664 WLE: EXISTING CONDITIONS PLAN SCALE: DATE: DRAWN: CHECKED: 1" = 20' 1 9/l/2020 KEF I KEF 6050 I 6050-EX.dwg I N/A 331 391 1 I 331 421 1 1 331 501 1 1 DAVENPORT DEWITT P TRS SHUSTER MATTHEW J SILVER CLOUD TOWING INC DAVENPORT REALTY TRUST CAHOON ANDREA E 797 ROUTE 28 20 NORTH MAIN ST 9 ANGUS AVE SOUTH YARMOUTH , MA 02664 SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH , MA 02664 331 381 1 1 331 401 1 1 331 511 1 1 DAVENPORT DEWITT P TRS DAVENPORT DEWITT P TRS ROBILLARD GERALD T DAVENPORT REALTY TRUST DAVENPORT REALTY TRUST ROBILLARD PATRICIA M 20 NORTH MAIN ST 20 NORTH MAIN ST 7 BLISCOTT AVE SOUTH YARMOUTH, MA 02664-3150 SOUTH YARMOUTH, MA 02664 WEST YARMOUTH, MA 02673 331 41.11 1 1 331 611 1 1 331 521 1 1 TRANSITIONS CENTERS INC BESLY TYLER D GONCALVES MARIA JOSE 782 ROUTE 28 UNIT 1 12 BLISCOTT AVE 9 BLISCOTT AVE SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH, MA 02664 331 64.11 1 1 331 681 I 1 331 531 1 1 NIKOLAIDIS ROSEANNA TR PANCZYK MARIE SILVER CLOUD TOWING INC ROSEANNA NIKOLAIDIS RLTY TR 797 ROUTE 28 797 ROUTE 28 4 VINEYARD CIR SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH, MA 02664 SAGAMORE BEACH , MA 02562-2740 331 621 1 1 331 601 1 1 331 541 1 1 DIGIOVANNI SANDRA M TR MCCOY STEPHEN A TUCCIARONE LOUISE C PASHUN REALTY TRUST MCCOY KRISTINA 125 MACLEISH CT P 0 BOX 1282 14 BLISCOTT AVE MAHWAH , NJ 07430 SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH , MA 02664 331 631 1 1 331 691 1 1 331 551 1 1 JATCZAK JOHN R SANTOS ABBIGAIL E BELLIVEAU DONNA J 806 ROUTE 28 15 FRANK BAKER RD 17 BLISCOTT AVE SOUTH YARMOUTH , MA 02664 SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH, MA 02664 331 661 1 1 331 591 1 1 331 561 1 1 CARON MARIE BIEG JOHN A KOVAL EUGENE 15 TERN RD BERRENA KATHLEEN M 60 PERCIVAL DR SOUTH YARMOUTH, MA 02664 135 SOUTHAMPTON RD WEST BARNSTABLE , MA 02668 HOLYOKE , MA 01040 331 671 1 1 331 581 1 1 331 571 1 1 DANIEL NANCY BROWN GWENDOLYN BESSETTE RAYMOND A TRS CIO MCNAMARA SEAN P 1896 RIVER ST BESSETTE DENISE R TRS 5 HOUGHTON RD HYDE PARK, MA 02136 25 BLISCOTT AVE SUTTON , MA 01590 SOUTH YARMOUTH, MA 02664 331 751 1 1 411 71 1 1 411 3.11 1 1 CARON MARIE FEDELE LORRAINE TR OLIVEIRA GERVANIO S 15 TERN RD L FEDELE REALTY TRUST 31 BLISCOTT AVE SOUTH YARMOUTH, MA 02664 24 BLISCOTT AVE SOUTH YARMOUTH, MA 02664 SOUTH YARMOUTH, MA 02664 331 741 1 1 411 61 1 1 331 491 1 1 TY MACK CORPORATION KIDNEY HILDUR JEBOLA PROPERTIES INC 803 ROUTE 28 CIO POWERS STEPHANIE A 15 MARBLE RD SOUTH YARMOUTH, MA 02664 28 BLISCOTT AVE SPENCER, MA 01562-2829 SOUTH YARMOUTH, MA 02664 331 481 1 ! GEORGULES STEFAN C CIO AGRESTO LAWRENCE 10 ANGUS AVE SOUTH YARMOUTH , MA 02664 331 471 1 1 SIMBAJON MARKTITOV 12 ANGUS AVE WEST YARMOUTH, MA 02673 331 461 1 1 TY MACK CORP 797 ROUTE 28 SOUTH YARMOUTH, MA 02664 331 451 1 I FLINK KIMBERLY A GASPIE CHARLES E 32 HUDSON RD OXFORD, MA 01540 331 441 1 1 UHLMAN ELYSE 22 ANGUS AVE WEST YARMOUTH, MA 02673 331 431 1 1 SUJKO ANN M C10 MONTGOMERY LOREN 2 PARKWAY DR SAUGUS , MA 01906 411 11 1 1 FRIEND RYAN A WHITING RACHEL M 30 ANGUS AVE SOUTH YARMOUTH, MA 02664 411 81 I 1 VILLA LAUREN 17 FRANK BAKER RD SOUTH YARMOUTH, MA 02664 331 761 1 1 SARKAR HOSPITALITY LLC C10 BLUE BIRD HOSPITALITY CORP 793 ROUTE 28 SOUTH YARMOUTH, MA 02664 331 41.21 1 1 TOPPI JOSEPH R TR 191 CENTER ST S DENNIS, MA 02660 331 41.31 I 1 TOPPI JOSEPH R TR 191 CENTER ST S DENNIS, MA 02660 Please use this signature to certify this list of properties abutting within 300' of the parcel located at: 14 Angus Ave., South Yarmouth, MA 02664 Assessors Map 33, Lot 46 Andy Ma ado, Director of Assessing