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2016 Jul 06 - Sign Off Transmittal, Plans - Raze and Replace 3BR House1 � � I i i i 1 I .��r;�k.� TOWN OF YARMOUTH , �'� '-e HEALTH DEPARTMENT �`k- ,.;r ��='--�% PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To 8e completed byApplicant: Building Site Location: /W�T WY�O-i'� I�h Proposed Improvement: — �p t�+� Applicant: �ICL�la7 �� Tel.No.: ^C�S-�7I-l�4� Address: �C�• P�Qk q�P��2Nilf�Q yv� Date Filed:_-�— '*Ij'you would like e-mail notification ofsign off,please provide e-mael address: Owner Name: �Z o Hr L- �d v�C�+`�o�l Owner Address: �� f,�}�'�o+.,�-� �� Owner Tel.No.: - �O - RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations;i.e.,Requirements For Septage Disposal and other Public Health Activities. Please submit three(3)copies of plans,to include: (1.) Site Plan showing existing buildings,water line location, and septic system locallon; (2.) Floor plan labeling ALL rooms within bailding (all ezisting and proposed)— Note:Floor plans not required for decks,sheds,windows,roofing; (3.) If necessary,Title 5 application signed by licensed installer with fee. _.....__......__._.__.._._..._.._......._._............._.__..........._..._..........._..........__..._............................_...,.............._....._....................__............_.........................._................_.._......_.._._....._....._...._........................................__... REVIEWED BY: LCJ�Q/ DATE: 7�6�1� PLEASE NOTE COMMENTS/CONDITIONS:A C., _ �� f � v , � � Property Location: 100A WHARF LN Vision ID: 15260 Account # 15260 CONSTR UCTION DETAIL CONST Element Cd. Ch. Description Element Style 06 147.91 Conventional Net Other Adj: Model 01 91 Residential r ° Grade 04 as Average +10 Replace Cost Stories 1.5 0 11/2 Stories 94 29.46 Occupancy 1 0 YB Code 44.27 Exterior Wall 1 11 Clapboard 1012 OCI Exterior Wall 2 14 Wood Shingle RoofStructure 03 BAS 20 UBM Gable/Hip c� Roof Cover 03 Asph/F GIs/Crop rior Wall ( 05 rior Wall 2 rior Flr 1 14 rior Flr 2 t Fuel 03 t Type 3 Type 3 A Bedrooms 3 rl Bthrms 1 A Half Baths rl Xtra Fixtrs it Rooms I Style 2 :hen Style 2 MAP ID: 130/ 9.1/ / / Bldg Name: State Use: 1012 Bldg #. 1 of 1 Sec #: 1 of 1 Card -` ' pr:H, 1)nto-12/08/2015 05:53 'TION DETAIL CONTINUED Cd. Ch. Description MIXED USE FHS ?seri tion Percentage FRONT 100 BAS air UGR 21 "MARKET VALUATION 19 arpet Livinz Area Adj. Base Rate: 147.91 I Unit Cost Unde n^ec. Value Floor 706 706 706 147.91 104,42 Net Other Adj: 166,542 D.00 130 91 103.53 r ° Story, Finished 147 as 147 Replace Cost 166,542�i ment, Unfinished 0 472 94 29.46 13,90 of Air -no Due 0 YB 1940 44.27 13,01 entral Bedrooms Dep Code _G BAS 20 UBM c� Remodel Rating Year Remodeled Dep % 28 Functional Obslnc verage External Obslnc D 16 8 odern Cost Trend Factor 1 Condition % Complete a Overall % Cond 72 L/t✓ r Apprais Val 119,900 Dep % Ovr Dep Ovr Comment Mise Imp Ovr Misc Imp Ovr Comment i Cost to Cure Ovr Cost to Cure Ovr Comment I fNG & YARD ITEMS(L) /XF-BUILDING EXTRA FEATURES(B) Sub Descri t LIB Units Unit Price Yr Gde Dp Rt Cnd %Cnd Apr Value Description Livinz Area Gross Area EffArea I Unit Cost Unde n^ec. Value Floor 706 706 706 147.91 104,42 h, Enclosed, Finished 0 130 91 103.53 13,45 Story, Finished 147 294 147 73.95 21,74 ment, Unfinished 0 472 94 29.46 13,90 ge Under 0 294 88 44.27 13,01 Tt1. Gross Liv/Lease Areal 8531 1,8961 1,1 Property Location: 100A WHARF LN MAP ID: 13019.1/ / / Bldg Name: State Use: 1012 Vision ID• 15260 Account # 15260 Bldg #: 1 of 1 Sec #: 1 of 1 Card 1 of 1 Print Date: 12/08/2015 05:5: CURRENT OWNER TOPO. I UTILITIES STRT./ROAD LOCATION CURRENTASSESSMENT MARCHILDON JOHN L l00 WHARF LN YARMOUTH PORT, MA 02675-1140 Additional Owners: 1 Level Public Water 11 Paved 2 Suburban Description Code Appraised Value Assessed Value 815 YARMOUTH, MA eptic RESIDNTL 1012 S LAND 1012 119,900 492,300 119,900 492,300 ' -SUPPLEMENTAL DATA Other ID: 108/ E005/ 2/ / MISC 410 CHANGES BETTERMENT PLAN NUMBEI19A IP CODE 2675 GIS ID: M_303535 829589 VOTE VOTE DATE PRIVATE R( ASSOC PID# VISION Total 612,2001 612,200 RECORD OF OWNERSHIP BK-VOL/PAGE SALE DATE /n v/i SALE PRICE V, C. , PREVIOUS ASSESSMENTS HISTORY)' MARCHILDON JOHN L MARCHILDON JOHN L 11046/238 11/05/1997 I I 0 Yr. Code Assessed Value Yr. Code I Assessed Value Yr. Code Assessed Value 2016 016 1012 1012 119,900 015 492,300 015 1012 1012 95,900 2014 492,300 2014 1012 1012 97,800 442,400 Total. 612,200 Total.1 588,200 Total. 540,200 EXEMPTIONSOTHER' . ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year Tvpe Description Amount Code Description Number Amount Contin. Int. APPRAISED VALUESUMMARY Appraised Bldg. Value (Card) Appraised XF (B) Value (Bldg) Appraised OB (L) Value (Bldg) Appraised Land Value (Bldg) Special Land Value Total Appraised Parcel Value Valuation Method: Adjustment: 119,900 0 0 492,300 0 612,200 C 0 Totak ASSESSING NEIGHBORHOOD NBHD/SUB Name Street Index Name Tracin Batch FNBHD 0080/A NOTES TAN/NATURAL IA ABUTS MARSH GREAT OCEAN VIEWS Net Total Appraised Parcel Value 612,200 BUILDING PERMIT RECORD VISIT/CHANGE HISTORY Permit ID Issue DateT e Description Amount Insp. Date % Com . Date Com . Comments Date Type IS ID Cd. Purpose/Result 5/28/2015 1/01/2014 12/27/2013 11/16/2005 9/01/1996 01 1 BH 00 BH CY BH JB JD 00 00 50 easur+Listed CYCLICAL 2014 easur+Listed easur+Listed VERFY PHONE LAND LINE VAL U4 TION SECTION B # Use Code Use Description Zone D Front Depth Units Unit Price L Factor .A. Acre Disc C. Factor ST. Idx Ad'. Notes- Ad' S ecial Pricin S Adj Fact d'. Unit Price Land Value Sec Use Sec Calc 1 1 1012 1012 OCEAN FRONT OCEAN FRONT 19,602 0.87 SF AC 4.661.0000 1,500.00 1.0000 8 8 1.0000 1.0000 1.000080 1.00 0000 2.15 1.00 IEWS-TOPO 1 r F25 F2 2.50 1.00 25.05 1,500.00 491,000 1,300 Total Card Land Units: 1.321AC1 Parcel Total Land Area: 11.32 AC Total Land Value: 492,300 MAP 130 PCL 6 RONALD C PERERA 703 FAIRWAY VILLAGE LEEDS, MA 01053 PROPOSED MITIGATION PLANTINGS: Scale:1 "= 20' OS 249 0 10 20 30 40 50 FEET RAZE AND REPLACE RETAINING WALL (DESIGN BY OTHERS) V I BANK ENDS DUE TO FLAT SLOPES (DISCONTINUOUS) -TOP COASTAL BANK (= FLOODZONE EL. 12.0' NAVD88 AS PER DEP POLICY 92-1) MAP 121 PCL 61 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 I C acus �2 T � RTE„ 6A LOCUS MAP SCALE 1-=2000'± ASSESSORS MAP 130 PARCEL 9-1 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 12 AND ZONE X. DATUM: NAVD 88 ZONING SUMMARY ZONING DISTRICT: R-40 PLANT NAME SIZE SPACING QUANT. 30' MYRICA PENSYLVANICA 24_30" 0 4' O.C. 21 30.3' NORTHERN BAYBERRY MIN. REAR SETBACK 20' 71.35' 57.5' VACCINIUM CORYMBOSUM #2 0 7' O.C. 8 �y HIGHBUSH BLUEBERRY Scale:1 "= 20' OS 249 0 10 20 30 40 50 FEET RAZE AND REPLACE RETAINING WALL (DESIGN BY OTHERS) V I BANK ENDS DUE TO FLAT SLOPES (DISCONTINUOUS) -TOP COASTAL BANK (= FLOODZONE EL. 12.0' NAVD88 AS PER DEP POLICY 92-1) MAP 121 PCL 61 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 I C acus �2 T � RTE„ 6A LOCUS MAP SCALE 1-=2000'± ASSESSORS MAP 130 PARCEL 9-1 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 12 AND ZONE X. DATUM: NAVD 88 ZONING SUMMARY ZONING DISTRICT: R-40 EXISTING PROPOSED MIN. FRONT SETBACK 30' 31.7' 30.3' MIN. SIDE SETBACK 20' 30.3' 25.1' MIN. REAR SETBACK 20' 71.35' 57.5' MAX. BUILDING COVERAGE 25% 4.8% 9.5% OWNER OF RECORD JOHN L & DOROTHY E. MARCHILDON 100 WHARF LANE YARMOUTH PORT REFERENCES LCP 18112G DEED BOOK 11046 PAGE 236 PLAN BOOK 107 PAGE 29 PLAN BOOK 242 PAGE 129 NOTES 1. TITLE 5 SEPTIC SYSTEM INSTALLED 2006 EXISTING DWELLING 3 BEDROOM, PROPOSED 3 BEDROOM 2. DRYWELLS PROPOSED FOR ROOF RUNOFF 3. WETLANDS FLAGGED BY JACK VACCARO OF VACCARO ENVIRONMENTAL CONSULTING SITE PLAN OF 100A WHARF LANE YARMOUTH PORT PREPARED FOR JOHN L. & DOROTHY E. MARCHILDON DATE DANIEL A. OJALA, P.E., P.L.S. APRIL 3, 2015 REV.: JUNE 15, 2015 ff 508-362-4581 lax 508 362-988041 down wn cope engineering, inc. CI NL ENGINEERS LAND SURVEYORS Main Street — YARMOUTI-IPORT MASS. 05-249 LOT 2A TOP FNDN. AT EL. 19.8' SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 18.5' MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN GRADE 2% SLOPE REQUIRED OVER SYSTEM �J PROPOSED 2000 16.5$' GALLON SEPTIC TANK (H- 10 ) ( 2 46 SLOPE) Locus 4, DEPTH OF FLOW = ASSESSORS TEE SIZES: °� INLET DEPTH = 10" 4 1 " 4 OUTLET DEPTH = &TH 2 RUN PIPE LEVEL FOR FIRST 2' 16.33' cas 6.09' BAFFLE 16.26'/-- 6" CRUSHED STONE OR MECHANICAL ;OMPACTION. (15.221 [21) __\ (-L-% SLOPE) (--L% SLOPE) PROVIDE A1800 SERIES ZABEL FILTER ON SEPTIC TANK OUTLET, AS PER MANUFACTURER'S SPECS FOUNDATION- 14' SEPTIC TANK - } 15.7 1 13 l 1 \ 1 'r 15.9 13.6 / 16.0 7.2 12.4 16.5 p� / / GAP i6. -1-16.6 16.6 / OVER HEAD $1� 12.5 / / urns. p G+-47-c- 8.0 16.7 6.9 EXIST. YG� DWELL 7' D' BOX I 2" DOUBLE WASHED PEASTO E'11 - PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE 3/4" TO 1 1/2" DOUBLE WASHED STONE 1 1' LEACHING FACILITY 16.42' 15.42' 5.72' USE WATER AT ELEV. 9.7' (FRIMPTER METHOD NOT 6.3 FEASIBLE DUE TO IMPERMEABILITY OF SOILS AND ALSO TIDALLY INFLUENCED) I NOTE: PORTION OF 5' REMOVAL TO OCCUR ON SOUTHERLY LOT (OWNED BY SAME PERSON AS LOCUS) VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 10: REDUCTION IN SETBACK. SAS TO LOT LINE (10' TO a,) 1b: REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 10') TOWN OF YARMOUTH REG. 3.7 REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 80') 05-249 TEST HOLE LOGS ENGINEER: LISA LYONS / A.H. OJALA, PE WITNESS: AMY VON HONE, RS DATE: 10/12/05 / 11/18/05 CLASS II SOILS SIEVEANALYSIS: TH4, C2 LAYER SIEVED OUT AT SANDY LOAM (CLASS II) J I � h Locus ya�SY OF 1,1q� a?r ASSESSORS / / °� LOCATION MAP NTS 4 ELEV.C1� P m &TH 2 tyWFB ELEV.451 FI. 'AK 17.21 • /GAL PROP 2000 ST 19.0' 0" I 18.1' 0" -1117.4 / 18.1' IReT \ \ O Wq k 12.410 Q -K17,3 3 O �'� 3.2 LS LS 7" 1OYR 3/2 O ♦ ly B I / PROVIDE APPROX. 43' OF 40 W 2 /0 B SL MIL LINER AT 5' OFF SAS IN W 24" MAP / a. AREA SHOWN. TOP AT ELEV. VIII. / T?j / 28" 16.4', BOTTOM AT ELEV. 12.4' 35 28" X7.2 5' REMOVAL OF UNSUITABLE SOIL 7$ C1 REQUIRED AROUND PERIMETER OFco B.4 / SILT LOAM LEACHING FACILITY, DOWN TO SUITABLE C1 �-10 SOIL LAYER (APPROX. 16' DOWN). 2.5Y 6/4 � y+ 18,9 120" REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY 8.1' 95^ REMOVAL. SILT LOAM 0 +20.8 SILT LOAM C2 BENCH MARK - CORNER 192" 1 L EXIST DWELL OF CONIC. PATIO EL = 17.2 MS 1100 +7.8 (MARCHILDON) 7.9 NOTE: PORTION OF 5' REMOVAL TO OCCUR ON SOUTHERLY LOT (OWNED BY SAME PERSON AS LOCUS) VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 10: REDUCTION IN SETBACK. SAS TO LOT LINE (10' TO a,) 1b: REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 10') TOWN OF YARMOUTH REG. 3.7 REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 80') 05-249 TEST HOLE LOGS ENGINEER: LISA LYONS / A.H. OJALA, PE WITNESS: AMY VON HONE, RS DATE: 10/12/05 / 11/18/05 CLASS II SOILS SIEVEANALYSIS: TH4, C2 LAYER SIEVED OUT AT SANDY LOAM (CLASS II) J I � h Locus ya�SY OF 1,1q� a?r ASSESSORS MAP 130 �2 LOCATION MAP NTS SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT AI I nWFn ) DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD ( 2 ) = 660 USE A 2000 GALLON SEPTIC TANK LEACHING: SIDES: N/A BOTTOM: 30 x 19 (.60) 342 TOTAL: 570 S.F. 342 GPD USE 5 ROWS OF 2 STANDARD INFILTRATORS EACH, WITH 3.25' STONE AT ENDS, 2' AT SIDES AND 3' BETWEEN ROWS LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR 100 - EXISTING CONTOUR BOARD OF HEALTH APPROVED DATE off 508-362-9541 f-508 362-9660 down cape engineering, inc, CIVIL ENGINEERS VLAND SURVEYORS 939 main st, yarmouth, ma 02675 NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXI,SfING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE, WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM TITLE ;5'; TE PLAN OF 100A \1V'RARF LANE IN THE TOWN OF: YARMO` JTH (PORT) PREPARED FOR: JOHN L. & DOROTHY MARCHILDON 20 0 20 40 60 MA SCALE: 1" = 20' DATE: DECEMBER 13, 2005 REV 1/4/06 (BOH NOTES) ya�SY OF 1,1q� ASSESSORS MAP 130 PARCEL 10 m CNI7 m �� 4 ELEV.C1� P m tyWFB ELEV.451 FI. 0" DATE 19.0' 0" 18.1' 0" 18.5' 0" 18.1' LS LS 10YR 3/2 LS LS 7" 1OYR 3/2 14" 7" B 14" B B SL B SL 10YR 5/3 SL SL 28" 1OYR 5/3 35 28" 35" C1 SILT LOAM C1 C1 C 2.5Y 6/4 120" BS OWATER 8.1' 95^ SILT LOAM SILT LOAM C2 192" 2.5' 144 SILT LOAM MS C2 2.5Y 6/4 C2 112" OBSWATER 9.7' 1^ LOAM VFS SOME SILTS SL SIEVE 2.5Y 6/4 C3 SL 180" 192" 216" 192" 2.1' SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT AI I nWFn ) DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD ( 2 ) = 660 USE A 2000 GALLON SEPTIC TANK LEACHING: SIDES: N/A BOTTOM: 30 x 19 (.60) 342 TOTAL: 570 S.F. 342 GPD USE 5 ROWS OF 2 STANDARD INFILTRATORS EACH, WITH 3.25' STONE AT ENDS, 2' AT SIDES AND 3' BETWEEN ROWS LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR 100 - EXISTING CONTOUR BOARD OF HEALTH APPROVED DATE off 508-362-9541 f-508 362-9660 down cape engineering, inc, CIVIL ENGINEERS VLAND SURVEYORS 939 main st, yarmouth, ma 02675 NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXI,SfING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE, WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM TITLE ;5'; TE PLAN OF 100A \1V'RARF LANE IN THE TOWN OF: YARMO` JTH (PORT) PREPARED FOR: JOHN L. & DOROTHY MARCHILDON 20 0 20 40 60 MA SCALE: 1" = 20' DATE: DECEMBER 13, 2005 REV 1/4/06 (BOH NOTES) ya�SY OF 1,1q� ARNE s ARNE 14 a1Av, H. OJRLA m CNI7 m �� 4 No, 2 P m tyWFB ;� •4AL FI. OJALA, P. ., P.L.S. DATE