Loading...
HomeMy WebLinkAbout0153 EVERGREEN DRIVE - Health (2) �1-53 ,Eve rg reen Drive Marstons Mills r ,, u TOWN OF BARNSTABLE op//,( 0 LOCATION kr3 kFVC-&(' -!A) 44 yr-- SEWAGE # Z-00 Z - Z/O VILLAGE— P MA)i' ASSESSOR'S MAP & LOT /2S GS INSTALLER'S NAME&PHONE NO. Bkl� _; SEPTIC TANK CAPACITY /S06 6 S7- /000, 0,4c LEACHING FACILITY: (type) (size) 32�( i� 2'x NO. OF BEDROOMS 3 BUILDER OR OWNER /i EFE IREW&F PERMITDATE: .S"- .47- 6 Z COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by To A -to 3- 3 2.c y- ze.'/ 41 CTo W Oro QD d 4o Sa j it F./?rRFtl r� 1 , c- s �Oa PY . FORM 11 - SOIL EVALUATOR FORM PAGE 1 Job No. B097-1727 Date: October 23, 1997 PCommonwealth of Massachusetts Marston Mills,Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: David C. Bennett, RS -BENNETT& O'REILLY, INC. Witnessed By: Gerry Dunning -Health Department Official Location Address or Lot Number: Owner's Name,Address and Tel.Number: 153 Evergreen Drive Doris Pearlman Marston Mills, MA 173 Evergreen Lane Marston Mills,MA. 508-428-4467 New Construction: X Repair: Office Review Published Soil Survey Available: No: Yes: X Year Published: 1993 Publication Scale: 1:25,000 Soil Map Unit: Ena Drainage Class: Well Drained Soil Limitations: Severe: Poor Filter Surficial Geologic Report Available: No: Yes: X Year Published: 1986 Publication Scale: 1:100,000 Geologic Material (Map Unit): Qmp Landform: Glacial Outwash-Mashpee Pitted Plain Deposit Flood Insurance Rate Map: Above 500 year flood boundary No: Yes: x Within 500 year flood boundary No: x Yes: Within 100 year flood boundary No: x Yes: Wetland Area: None-Not Applicable National Wetland Inventory Map (map unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions(USGS): Month: August 1997 Range: Above Normal Normal X Below Normal Other Referenced reviewed: USGS Topography Quad Map CCPEC Groundwater Contour Maps f FORM 11 - SOIL EVALUATOR FORM Page 2 Location Address or Lot No. Pearlman/ 153 Evergreen Drive/Marston Mills On-site Review Deep Hole Number: TP-1, TP-2 Date: 10/10/97 Time: 1 PM Weather: Hot/Humid Location (identify on site plan): See Site Sketch Plan(attached) Land Use: Residential Slope(%): <5 Surface Stones: Common Vegetation: Wooded Vacant Lot, Pitch Pine Scrub Oak Landform: Undeveloped upland Position on Landscape: See Site Sketch Plan(attached) Distances from: Open Water Body: 200'+ Drainageway: 50'+ Possible Wet Area: 100'+ Property Line:10'+ Drinking Water Well: 100'+ Other: DEEP OBSERVATION HOLE LOG TEST HOLE NO: TP-1 TP-2 Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (munsell) (Description) TP-1: 0-24" A Loamy Sand 10 YR 4/2 None Topsoil 24-40" B Loamy Sand 10 YR 6/6 None Silty Subsoil 40-56" C 1 Silt Loam 10 YR 6/1 None Firm,Tight 56-128" C2 Loamy Sand 10 YR 8/3 None Mostly Come'with Cobbles TP-2:0-8" A Loamy Sand 10 YR 4/2 None 8-30" B Loamy Sand 10 YR 6/6 None 30-69" C 1 Silt Loam 10 YR 6/1 None 69-132" C2 Loamy Sand 10 YR 4/2 None Parent Material.(geologic): Glacial Outwash Sand Depth to Bedrock: 200+feet Depth to Groundwater: TP-1 120" TP-2 121" Standing Water in the Hole/Weeping from Pit Face: None Estimated Seasonal High Ground Water:6.9' j FORM 11 - SOIL EVALUATOR FORM Page 3 Location Address or Lot No. Pearlman/ 153 Evergreen Drive/Marston Mills Determination for Seasonal High Water Table Method Used: Estimation of High Ground-Water per Cape Cod Commission- Technical Bulletin 92-001 Depth observed standing in observation hole 120" Depth weeping from side of observation hole NA Depth to soil mottles NA Ground water adjustment 3.1 feet Index Well Number: SDW-253 Reading Date: 9 24/97 Index well level: 48.88' Adjustment factor: B 2-3' Adjusted ground water level: 6_9' Depth of Naturally Occurring Pervious Material: Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes(TP-1:C2 Loamy Sand, TP-2: C2 Loamy Sand) If not,what is the depth of naturally occurring pervious material? NA Certification: I certify that on November, 1994; I passe&the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signat ` ` == Date October 24,1997 FORM 12 -PERCOLATION TEST Location Address or Lot No. Pearlman/ 153 Evergreen Drive/Marston Mills COMMONWEALTH OF MASSACHUSETTS PERCOLATION TEST Date: 10/10/97 Time: 1:00 pm Observation Hole No: TP-1 Depth of Perc 72-90" Start Pre-soak 0:00.00 End Pre-soak 15:00.00 Time at 12" 11:10.00 Time at 9" 11:22.45 Time at 6" 11:34.20 Time (9"-6") 11:35 Rate Min./Inch 4 min/in Soil Suitability Assessment: Soil Passed X Performed By: David C. Bennett, RS -BENNETT& O'REILLY, INC. Witnessed By: Gerry Dunning-Health Department Official I i SITE SKETCH PLAN SOIL SUITABILITY ASSESSMENT GF,Q qc TP-2 L 0 0 0�\2S. GARAGE TP-1 o� S ALU_BA E L POND .. X, A THIS SITE PLAN WAS NOT PREPARED FROM ANY INSTRUMENT SURVEY AND UNDER t!O CIRCUMSTANCES SHOULD THE DISTANCES, BEARINGS AND/OR FEATURES SHOWN BE USED TO ESTABLISH PROPERTY LINES x BENNETT A 'REILLY Inc. Engineering, Environmental & Surveying Services 1573 Main Street PO Box 1667 Sanitary 21FJSite Remediation Property Line Brewster,MA 02631 t Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax B097-1727 October 20, 1997 Ms. Doris Pearlman COPY 1 73 Evergreen Drive Marston Mills,MA 02648 RE: SOIL SUITABILITY ASSESSMENT 153 Evergreen Lane Marston Mills, MA. Dear Ms. Pearlman, Pursuant to our agreement, please find enclosed the "Soil Suitability Assessment for On-site Sewage Disposal"form for the above referenced property. These enclosures represent the findings of field .work and soil testing conducted at the property on October.10, 1997 as witnessed by the Barnstable Health Department. The approximate location of the test pits, soil conditions and percolation data are indicated on this form. The sands encountered at the Test Pits 1 & 2 locations (C2 Horizon) can be used to support a subsurface sanitary sewage disposal system as qualified by the attached report. Sinc ly, E IL ,INC., 'd " ipal encl. Soil Suitability Assessment for On-site Sewage Disposal (9/10/97) cc:Barnstable Health Department, Attention Gerry_Dunning ti No. 04V '��V _ a , !Q Feed THE COMMONWEALTH Of MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Migonl *p$tem Conztruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) [? Complete System ❑Individual Components Location Address or Lot No. i5_3 4Fl/j6Y' • 440 2• Owner's Name,Address and Tel.No. Assessor's Map/Parcel Instal ne dress and el. t Designer's Name,Address and Tel.No. uAJ i eriiJ s ,710 Type of Building: � �`�J6�'4-to Dwelling No.of Bedrooms • Lot Size 71 sq.ft. Garbage Grinder( ) Other Type of Building s//��GL�/-AiV Ao.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //0 gallons per day. Calculated daily flow sad gallons. Plan Date `` Number of sheets Revision Date 527-0Z, Title _ Size of Septic Tank 7 �J Type of S.A.S. i Ee � j�/di�l< Description of Soil ,l' - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the En ' onmental Code and not to place the system in operation Intil a Certifi- cate of Compliance has been t b his oard H It Q 0^©2 Signed �Lb�c.✓C ate Application Approved by ate 1 Application Disapproved for the following reasons Permit No. ;?_I/d 2 o?�() Date Issued 7 U -y., �t y ._r:a►- � f ��° , ' Fee yC�No. &V Qil[ } THE COMMONWEALTH OF MASSA`CHUS'ETTS Entered in computer. � � Yes r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Rppticatiori for Migpogar *pztem Con!aruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon(€` ) EfCom e"te System D Individual Components Location Address or Lot No. Owner's Name,Address and'Tel.No. Assessor's Map/P, el � or,, Instal ne' dress and ell., l���— 3 J "Designer's Name,Address and Tel.No, • and �� ,�. � _ �, ,�iv1A2E.s i-JL1 c �(.�1.,�A�✓�iw6, 9 17 10.a►A) t/,E- , Diu 1-1`SrMA Type of Building: t,)e,!%r`I1��D ut Dwelling No.of Bedrooms 3 Lot Size sq.ft. Gartia`ge Gnnde+r`(r 1) Siy 1, V ,, , < 19• Other Type of Building �}'AM/t�No.of Persons Showers j(;,1') Caf, t I ) Y Other Fixtures 1~ Design Flow //0 gallons per day. Calculated daily flow30 gallons. Plan,Date �"3/-o T' Number of sheets S Revision Date 3 27-07, Title s r Size of Septic Tank 1z $a 0Type of S.A.S.�ALow Description of Soil 6, A Nature of Repairs or Alterations(Answer when applicable) Date last inspected- f � Agreement: r rK , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the En .ironmental Code and not to�place t a system in operation until a Certifi- cate of Compliance has beenjs; e b his oard Health ' / � t r '`� j "�0'-OZ Signed C ate Application Approved by D M1 ate / . Application Disapproved for the following reasons _ Permit No. 2 Uo ?/Cj Date Issued -7 0.2- - -- ------- --------------------. --------- �- � - THE COMMONWEALTH OF MASSACHUSETTS_ BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CER , that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at r Al. eh has been constructed in accordance with the provisions of T- e 5 and the for Disposal System Construction Permit No, ggd' =-,.?/0 dated _d, I Installer Designer The issuance of this,permit shall not be construed as a guarantee that the system will function as designed. (j � Date A Ll /Q1 - Inspector ��dw,� qV `" ———————————————— ——————————— ————————— No. a '�i(� Fee And- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Permit Miq ooar` z stem �ori�t ruction P Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at ..f �- i/>rr /�EQ�1 � ✓t* Y111 /and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio must be completed within three years of the date of this permit Date: 5-/ f Z Approved by r � r' r TOWN OF BARNSTABLE LOCATION 15'3 �UCR[�R�-r_ ,n/e c�•-- SEWAGE # Zoo Z - 2/O VILLAGE_ ,�5'��9 - A/iLL�c- ASSESSOR'S MAP& LOT /ZS --C-T- INSTALLER'S NAME&PHONE NO. SEPTIC TAN CAPACITY /Sam 6 ST' jorso ��oc� LEACHING F CII ITY: (type) F e - (size) 32 NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: —1 COMPLIANCE DATE: 1� D Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by F 1 i t t t t k t�, u, y, c� 4 w 1 � ro N a %m 1u `.+14a0 t+f ' � �� ° � � •a N c � 1 I U N ° I PLAN 62 MODFIED 12" WOOD PEA CHIMNEY 1 1"� F5-508 TYPICAL TRIM RDGE VENTS ASPHALT ROOF SNINGlFS VAULTED 5EC11O SECTIONS(TYP.) 1 X 8 FACIA 1 X 8 RANCHER ASPHALT ROCF SHINGLES W/CONT.VENT F5-soa (1 z to FREE BD. wroENTL Moue. ON FROM(INiY) BB Ed1 1/4 BED MOLLD. 1%5 CORNER BOARDS(TYP.) 1 X 6 RAKES W/1 X 2 MOU P.(TYP. oaaooa — 1%5 CORDER BOARDS(TYP.) 00000000 00000000 NM- CONC.SLAB WBRICK V VINYL SmING W/FUL BRICr STEP 2 LITE 5%.OR.W/ 4"VINYL 50ING Wifl11 f3uw OLrr FRONT TRIM FOR EDGE ALUM COVERAGE TRIM A5 PER 5PEC5. PLASTER TRIM ALUM COVERAGE TRIM SmING W/NO,}CHANNEL FKONT ELEVATION WOOD 12" CHIMNEY 12" 5 5/a" 12 WHITE CEDAR SHINGLES ASPFIALT ROOF SHINGLES WHITE CEDAR . SHINGLES A5FNAL7 ROOF SHINGLES ❑ ASPHALT ROOF 1 X 6 RAKE W/1% SHINGLES 2 MOLLD.(TYP.) ❑ KUML WC5. NG WHITE CEDAR SHILES ROOF OVERVIEW 1 X 5 CORNER — 9 S"ru THE WEATHER W� oz BVR,"(TYF) NOT TO SCALE BRILK STEPS WHITE CEDAR A5 FER SPECS. SHINGLES WC5. m Lot 60 Evergreen Drive, Marotono Mills Scale-1/4"=1'-0"1 Drawn by: Date. 2/25/02 KEEF KEALTY LTD. George Rueeae KIGHT ELEVATION REVISED: 3/8/02 ELEVATION VIEWS A 1 OF 6 - PLAN 62 MODFIED WOOD CHIMIEY WHITE CEDAR ASPHALT ROOF SHINGLES SHINGLES 12"PITCH ROOF 12 ® 7 8,, VS-606 Wye. WHITE CEDAR WCS. ASPHALT ROOF WCS. SHINGLES 5H[WAE5 WCS. 1 X 6 RAKES i x z MOLLD.(T(rw.) oil Q NUM. 6CREEN WCS. WCS. '> WCS. 0 F11F-*1 1 X 5 GORIER EBB 1 X 5 CLR1-ER KNtE SHOIER BOARDS(TW.) BOARDS(T)P.) rm WHITE CEDAR 5HIW-A-ES 0 5"TO THE WEATHER WHITE CEDAR SHINGLES ®5"TO THE WEATHER REAR ELEVATION WOOD CHIMNEY 12" 5 5/S" WHITE CEDAR 5HINGLES 12" - ® �12 ASPHALT ROOF SHINGLES ASPHALT ROOF ' SHINGLES I LEFT ELEVATION 1 x 6 RAKE W/,x 2 MOLLO.(Tw.) -- 1 x 5 CORDER NUM B0ARD5(TW..) SCRFEfK }� . I X 5 CORNER WHITE CEDAR SHINGLES WHITE CEDAR 50ARD5(rYP.) SC 5"r0 THE WEATHER WCS. SHINGLES BRIIX STEF5 Lot 60 Evergreen Drive, Maroton5.Mille, AS PER SPECS. WHITE CEDAR SHINGLES 05"TO THE WEATHER Scale.1/4"=1'-0" Drzwn Mi' Date. 2/25/02 REEF REALTY LTD. G �Russas REVISED:3/8/02 ELEVATION VIEWS A2 OF 6 PLAN 62 MCDFIED 7914 10' 14' 564 I I VALLTFD CELING DN aG.ar I ®t 2'-0"FROM RR. ALLM LRE(T'R SCREEN )� I DOOR I I 34'X 14' SCREEN PORCH WI).DECK ® 5MCKE DETECTOR a I 13'5 x 13'71 2'9�c—Wl1--- —a't t--�53't/2 ®ALM PHOTO ELE�RI 5CREEMI I W/510RM5 I I15TALL 55TER g ( ') I RAFTERS ffiVALLi T11 i/2Tp 1/2 - 18' I I I A60YE I DB�.E.STLD 1 PHA 115TM12'4"WALL I ® aG.CLIP I g�SWEEN 7'11 1/2 10'9 12'11 8'1 SHOWER BELOW SCREEDS I LINE(TyP.) I `� i I I DINING KM. 1 LEST-36 CALBER 5EE- BOX BAY ® g4® OP I I I 14'6 x 1 1'7 I < uv. HALL � I THROUGH FE.1TUTOR WIDDON STORAGE BOLER slO.YY II© J I I211 FEATurOR < 9N�11 n 1YYxff/ I I 9.0.=41"WX CLOSET ®11'•5" ROM P a VALUED CEILING,FLR. 42"H X 24"D O ® 2BYY N u I FAMILY M. HALL 3' IIQ ar M.FEDRO O M 14'3 x 137 touOM4 15'7 x 17'10 135 1/4 4-55�-3 3'8 KITCHEN w - 010 15'4 x 117 I'c 2'4-4a—3'8�. 34 4"CONC.SLAB W/2" ® 4 X 4 BM.R155HED ABOVE PO$r LATCH 10 DR.OVER a.G ay INS1N1 SISTER ® 1. COMPACTED 50L LIE(T)r,) RAFTERS TO VAULT --II.. RAi QG. 4 X 4 - -c_ _- - __ — LM(Tw) a C, EXTEND WALL TO I I UWEIZ UDDER P051 0 1 W 10 X 15#A36 5TL. 5UPR,RAFTERS BM FLU5HED ABOVE - BPILUNY MOVE WFN 4X6 POST FAMEKS PORCH II ® re.zz GARAGE 4"C0��W/ 151 x 3'7 " LIVING RM. I I OPEN TO ABOVE 1 23'S x GE BRICK EDGE OVER COMPACTED 50L s� — _ 15'7 z 13'7 I I M.BATH II P ® 9•ix9'Y WALK-IN r — — — — — —— (2)2 X 12 M. FOYER a o;ET L^ BM ABOVE 4'2 z 10'1 1 72.9.3 d. 16' 8' 7'6 8'6 (2)1314"X"LVL 2 3' DR.HEADER ABOVE A6 16'X 7'OVERHEAD DOOR I I I I I I 16 �1e 4'—�Fc-7-9112 7'6112 52 7-1 7'9 I__ _ y 79 7'1 5'2 g ((JJ 24' 154 79'4 1 .6 FIRST FLOOR FLAN 16565F.LIv.AREA Lot 60 Evergreen Drive, Marr9ton5 Mills Scale.1/4"=1'-O" Pr Vy: Date. 2/25/02 REED 1ZEALTY LTD. Gem3c Puo6a5 2415 TOTAL 5F.LN.AREA,61 SF.FARMER5 PORCH,196 5F. FIRST FLOOR FLAN f13 OF 6 5CREEN PORCH,552 5F.GAR.&377 5F.WD.DECK REVISED: 3/8/02 PLAN 62 . MODIFIED i 8"PITCH 40 3 6 5'6 13, 125 0'1 5"PITCH 10,10 2 -k 10,10 14' 2' 12"PITCH H -1 M N Cn n OPEN 6H3VE6 ` 3'-4-31e SEWING RM. aG.CLIP F- -j BEDROOM 3. 10'6x 10'1 LINES(TV.) {LLL_ u' BEDROOM 2. 15'7 x 175 VAULTED O-G.® SS p 12'-0"FROM RR. � ® ® HALT- _i IS;_ __ __ � 10'6.5'10 m / ID N _ RAT Q 12"PITCH — _ _ _ G. I 16TAIRWAY ` FUTURE SPACE `� 10 — I I • I I UEN N 0 a6.QP Q05Ei Q05ET LM_ 2Ba 1'B E(TW.) Jam— N OPEN BELON `o I I I ATTIC 5TORATE I I a ATTIC STORAfiE m 11"PITCH � � 11"RiCH ® SMOKE DETECTOR SM ® OKE DETECTOR I I PIi070 ELECTRIC 12"PITON 2 I I t 12' 12' 1 DR. TYPE 517E ROUGH OPEMNG A 2 LITE 5TL.DR. 3'-0"X 6-8" 3'-2 1/2"X 6-10 1/2" 0 9 LITE 5TL.OR. 3'-0"X 6-8" 3'-2 1/2"X 6'-10 1/2" C ELIDING DOOR P5-6 6'-0 3/4"X 6'-10 718" WDW Tl1'E 517E ROLGHOPENNG E TNT.151-FO.D 5=0"X66" 5�21/2"X6-91/2" SECOND FLOOR PLAN 1 DOLBLE HLNdG TW2446 2'-6 1/8"X 4'-9 1/4" F FDEO PANEL P5-3 3'-3 1/8"X 6'-10 7/8" 2 DOLBLE HUNG, TW2432 2'-6 1/8"X 3'-5 1/4" G INT.5I-PA55 4'-O'X 6'-6" 4'-2 112"X 6'-9 1/2" 759 5F.LN.AREA 31 CAePEMENT CN235 31 1/4"X 3'-5 3/8" H INT.13I-PA55 6'-0 6"X '-6" 6-2 1/2"X 6'-9 1/2" 4 DOLBLE HUNG TW2446-2 4'-1 1 13/16"X 4'-9 1/4" J CASED OPNG. 3'-0"X 6-6" 3'-2 1/2"X 6-8 112" 5 DOLBLE HLW, TW2446.2 pact. 5'-1 3/4"X 4'-9 1/4" K CASED OPNG. 5'-0"X 6-6" 6-2 1/2"X 6-8 1/2" 6 OOLBIE HUNG TW2446-4 pkt. 1 O'-5"X 4'-9 1/4", L CASED OPNG, 4'-0"X 6-6" 4'-2 1/2"X 6-8 1/2" 7 DOLBLE HUNG TW2846-3 pkt. 6-9 3/8"X 4'-9 1/4" M INT.HINGED 2'-0"X 6'-6" 2'-2 1/2"X 6-8 1/2" 8 DOLBLE HUNG TW2446-2 7'-5 1/2"X W-9 1/4" N ACCE55 PANEL 2'-4"X 3'-O" 2'-6 1/2"X 3'-2 1/2" 9 CIRCLE TOP CTC-3 6-0 3/8"X 3'-2 3/4" 0 ATTIC ACCE55 2'-6"X 6-6" 2'-81/2"X 6-91/2" Lot 60 Evergreen Drive, M arotono Mi l to 10 VELUX 5KYLIGHT F5-308 30 1/2"X 55 1/2" P PLLLDOWN EXCEL 6-9" 25 1/2"X 54" 11 VELUX eKYLIGHT V5-606 44 3/4"X 46 7/8" Q 5TL.FIRE DR. 2'-8"X 6'-8" 2'-10 1/2"X 6'-10 1/2" 5calc:1/4"=1'-0" Or n by R INf.HINGED 1'-G"X 6'-6" 1'-8 1/2"X 6-81/2" REEI'REALTY LTD. Gecr Russa6 Date. 2/25102 R.0.5 FOR AN7ER5EN WINDOWS,VERY All MEAS.IN FED. KEVIfeM 3/8/02 SECOND FLOOR PLAN A4 OF 6 PLAN 62 MODFIED 79'4 2g1/2 15'11 25'81/2 9 4' '8 3' % If�'\1 z"Soren-rLeE oN za' 12"50ru-TLeE FTGs. 46"BELOW GRADE(TYP.) TH X 20"%1 d'FTGS.48" i i BELOW GRADE(T-W) SCREEN PORCH — — — — — — ABOVE DECK ABOVE LT FOR ACCCESS DOOR11 E-0 00E - - 51/2"COL.ON — r i - - - - - - - - N � xga'x 101, y� CONC.FrG5.(TYP.) . 8"X 5'-3"CONC FOUND. 8'X 5 3'CONC.FOUND, WAL 5 ON 16"x 9'CONC. —7'10 WAL 5 ON 16"%W CONC. DROP Fib.BELOW DR. SPREAD FTC-,. (TY?) I U 5PAD FTC-5.(TYP.) OPNG.FOR FROT ST I I I m - - - - - - - - - - I —I J � a � � I i BM.FK7. � 2"FOUR.CONC.DUST GAP (3)2 X 12 "' `� OVER 6&L.POLY VAPOR W.GIRD. BARRIER&COMALTED 50Y (3)2 X 12 WD.GIRD I . 8"X 5'-3"CONC.FOUND. �i WAllS ON 16"X5'COt•C. 1691/2 5'11 5'11 5'11 IF5'11 ,. SPREAD FTGS.(TYP.) — — � (3)2X12 IKT '•I GARAGE 16'5 1/2— 5 1/2"COL.ON VD.GIRD. (1)-36"X 36"X 12" a' 3 x 3a'x loll CONIC.FTG5.(TYP.) CONIC.FTG.W/4"COL. 23'x 202 LRE OF FRAA� FOR SiL BM ABOVE N ON TOP 4"CONIC.RR.WBRIIX EDGE UNEXCAVATED I �.I COWACTED SOR.S A80VE rt I I^.110 WALL iq 9� — — 1 a'wALs ro cREArE z° LEDGE FOR SLAB ABOVE I 'u 12:I 8"x 5'-3"CONC.FOUND.WAL 5 ON I I F 16"X 9'CONC.5PREAD FTGS(TWP) — NOTE — DBLE.,W5.0 PARTITIONS PUNNING _ PA RA I F1 70,6T5.&GABLE RIMVPOF2Z T4� 1B DROP 16"FOR OVERHEAD DOOR J5T5.OR LSE SOLD BRIDGING 0 4' BRICK STEP FIG. 165 O.C.FOR PILL&BING A.IX�55(TYP.) g'9 g'9 15'4 4 79.4 1 6 FOUNDATION PLAN Lot 60 Evergreen Drive, Marotono Mills Scale.1/4"=1'-O° Drawn*: Date. 2/25/02 REEF REALTY LTD. Garoc Russas IZEY15FD:3/8/02 FOUNDATION MAN A5 OF 6 ftM 62 2 X 12 RIDGE(TYP.) MODIFIED 12" ASPHALT ROOF / SCREEN 1/2"X 6"GALV.LAG BOLTS 1 1"� 150 FELT(TYP.) PORCH 16"Of STAGEKED&METAL 4 X 4 POSTS 1/2"LD% - J5T.HANGERS 013 TH ENDS 1 x 6 cal" PLYWD.(TYP.) 2 X 10 P.T.JSTS. rEs®48"OL. SPACE 0 16"OC. DBLE.RIM.5T. 2 X 10 RAFTERS 2 X 10 RAFTERS W1 HANGERS ®16"oL(TYP') FUTURE SPACE w 16"OL (TYP.) 3/4 T&G PLYWOOD I"SPACERS GLUED TO JOISTS 1/2"X 6"GALV,LAG BOLTS 0 BEHIND LEDGER 16"OL.STAGERFD&METAL 2 X 1 1 "OIC 'SIMPSON'PB44 J57.HANGERS 0 BOTH ENDS SPACED 16"OL. _ POST SUPPORTS 12"5 NTUBE FTGS. 2 X 10 RR..STS. R-191N5U.. ®4'-0'BELOW GRADE 1/2"COX ) �®16"OL.(iWJ (Tw..) 1/2"C X 12"50NA-TUBE ON FLYWP.(TW. I/( zoV- "BL WGRA E DECK DETAIL R•13 INSLL. ®4'-0"BELOW GRADE a , 2 X 4 STUDS 0 HOUSE GARAGE 2%4 SilDS SCALE: 1/2"=1'-0" W 16"O.G(TYP.) 0 16'OL.(TW.) 4"COW.P-R.OVER COMPACTED SOL W/ 2%12 RIDGE 2"fliCH 70 DOOR 12" PORCH DETAIL 5 5/8" P.T.2 X 6 W/ SCALE: 1/2"=1'-0" 15IB.PAPER 1�" 8'X.5'-3"CONIC SEAL SILL a,%5'•3"COND. 1 X 6 COLLAR 112" FOUND.WALLS FOUND.WALLS 2 X 10 RAFTERS TIES 0 4&"OL. 1/2"COX (TYP.) 16^.X 9' ow.corms (TW.) D 16"OC.(TW. ATTIC ) FLW.P.(TYP.) c FTGB.WMEYWAY(TYP.) 2 X 10 RAFTERS TWAR HOUSE 0 16"OL.(TYP.) WRAP(TYP') 2 X 8 CLG.JS75. K-38 IP511.IN 2 CK055✓ECTION 1/2"CPX 0 16'DC.(TYP.) FLAT CaLG5.(TYR.) H25 CLIPS 0 EA PLYWO.(TW.) R-30 WALL. VAULTED RAFTER SEWING RM. IN SLOPES &USE BAFFLE R-13 WILL. - BLOCKS(TW.) 1 x 6 COLLAR TIES 2 X 12 RIDGE(TYR) (TW.) 3/4 T&G P-YNO0D 0 48"OL.(TYP.) 2 X 4 x 7*' GLUED 7O JOISTS S1A1RWH1 ASPHALT ROCF 57LD5 16,00. _ _ _ zX io Re.,srs.a TWAVWw HOUSE 12" 15C FELT(TV.) iWAR HOUSE —_ —— __ _— —— —— WRAP(TYP) WRAP(TYP., 8 - ATTIC 1/2"RWvO.(TYP) 2 X 10 FUR,JOTS. 1/2"LDX ®16 OL.(iW.) 1/2"CDX RAFTERS 2 X 8 0.G._ST5. 2 X 10 RAFTERS P-yx'(Tw) BEYOND ®16"OL.(TW.) ®16"OL.(TYP.) P-YWD.(TYP) _ !AV• WJNDRY FOYER R-131N5LL. 2 X 10 RAFTERS R-131NSLL. NW-1- CLOSET (TYP.) ®16"OL.(TW.) H2.5 CLIPS®EA (TW.) GLUED TO JOISTS STUDS 16'" vnUL/ED LELMYa R-381NSUL.IN VAULTED RAFTER 2 X 4 X 7'4" ®12'-0'FROM RR. FUT 0.(f.(TYP R-30 INSll. &USE BAFFLE 571D5 16'OL. INSTALL SISTER it IN SLOPES BLOCKS(TYf'') 1/2"LOX RAFTERS TO VAULT INSTALL SISTER R1WO.(TW.) RAFTERS 10 VAU-7 1/2"OX R-19IWLL. m (3)2 X 12 2 X 10 FLR.JSTS.M P.T.2 X 6 W/ FLYWD.(TYP,) VAMP ROOF (TYP.) WD.GIRD. ®16 O.C.(TW.) SEAL SILL PAWPROOF VAULTED CELPG R115 INSLL. 0 BELOW GRADE ALUM _ 0 11'-5"FROM FLR. ' " LY.A4M.SPACE 3 1/2"LA1LY 2"POLPX.CONIC.DUST CAP SCREENS (TYP.) 8"x 5-3 CONIC. C0..(iW.) OVER 6 MIL.POLY VAPOR SCREENg"x 5'-3"CONK. (�P') PORCH DINING RM. � 2 X 4 X 7-4 FOUND.WALLS'" BARRIER&COMACTED SOL FOUND.WALLS I SiIDS 16'O.C. 2 X 4 X 1.7 1/2" 3/4I T&G PLYWOOD �� 16"X 9'Cow.CONIC. 30"X 30"%1 I SPREAD STUDS 16"OL N C-H.IIED 10 JOISTS SEE DE AL FTG5,W/KEW✓AY(T)?.) FOOTINGS(TW.) BETWEEN POSTS R-19 INDLL. \2 X 10 RR.JSTS. POST SUP ORTS DAMPPROOF R.19 w,6 OL(TYP.) CR055 SECTION POST SUPPORTS 2%10 Pf.P.R. BELOW GRADE . J5T5.®16"OG 1 12'509A-TUBE ON 8"7(5'-3"CONC. (�SPACE OV POUR.CONIC.PCLYVA OK 20'X 20"X 10'FTG5. FOUND.WALLS OVER O ML.OMA VAPOR 0 4'-0"BELOW GRAVE /BARKER&COM�LT®SOU Lot 60 Evergreen Drive, Mar5tonc Mills 16"X S.cow.cow. F7G9.W/KEYWAY(7YP.) Scale.1/4"=1'-G. Drawn,': CK055 SECTION Pat,-. 2/25/02 REEF REALTY LTD. '�:ge RU65a5 3 KEVISFD:3/5/02 CR055 SECTIONS Tha OF 6 I SOIL INSPECTION REPORT DEMAREST—McLELLAN ENGINEERING 24 SCHOOL STREET P.O. BOX 463 WEST DENNIS, MA 02670 (NOT TO SCALE) TH-1 TH-2 LOCUS: 153 EVERGREEN DRIVE — MARSTONS MILLS, MA ANDY LOAM 18" FILL SANDY 6 O/A HORIZON PREPARED FOR: REEF REALTY 9" 3/ SANDY LOAM B HORIZON 26" IOYR 3/6 ENGINEER: THOMAS McLELLAN, P.E. SANDY LOAM B HORIZON 30" 10YR 6/8 SANDY LOAM TEST DATE: 10-11-01 Cl HORIZON 36" lOYft 6/8 SANDY LOAM Cl HORIZON WITNESS: LEE McCONNELL, R.S. 60" 2.5Y 6/4 SANDY LOAM 54" 2.5Y 6/6 PERC RATE: < 2 MIN/IN 114" C2 HORIZON OBSERVED PERC, LOAMY SAND GROUND WATER 92" 2.5Y 6/4 C2 HORIZON C3 HORIZON MEDIUM SAND MEDIUM SAND 132" 2.5Y 7/3 156" 2.5Y 7/3 NO GROUND WATER ENCOUNTERED EVERGREEN DRIVE ± �Tg-2 Tg-1 'INOF 1110"d. MdE" CPA -, LOT 60 ,9 ND 35471 valiBAEL PONE THOMAS McLEL N, P.E. NOTE: SOILS ARE SUITABLE FOR THE DESIGN OF A TITLE FIVE SEPTIC SYSTEM. - s� ASSESSORS MAP: 125 LOCUS PARCEL: 65 TEST HOLE LOGS NOTES: ' BENCHMARK AT P K NAIL E 0 + - 1. VERTICAL DATUM ASSUMED FROM QUAD NGVD CURRENT ZONING: RF ELEVATION = 66.4 ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL WATER IS AVAILABLE. BUILDING SETBACKS: WITNESS: LEE McCONNELL R.S. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. F: 30' S: 15' R: 15' DATE: 10-11--01 PERCOLATION RATE: < 2 MININ 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20 LOA DING ADING SPECIFICATIONS FLOOD ZONE: C ��� TH-1 sOo T H-2 5s.o 5. PIPE PITCH = 1 8" & 1� PER FOOT, (UNLESS NOTED OTHERWISE). EDGE OF PAVE 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. 0 A HORIZON ELF' 18" FILL ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE SANDY LOAM SHUBAEL p�� I-6 S V 14.15 9" IOYR 3/6 49z O,A HORIZON USE OF A GARBAGE DISPOSAL. SANDY LOAM POND Dye 57 b6 2 �� S NODY 2 foYR 316 53B 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE CATCH UTILITY 3O^ fOYR 6/8 47B ( )B HORIZON STATE OF MASS. ENVIRONMENTAL CODE TITLE FIVE AND LOCAL -�'" - _ - - SANDY LOAM LOCATION MAP 57" - - �-BASIN C1 HORIZON 36" IOYR 6/8 53.o LOT 60 (52,752 SF) �,yr 2,6Yr61LOA1P HEALTH REGULATIONS. Cl HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR EXISTING W 6'.9• 60' 45A SANDY LOAM PATH WAY 56 114\ » GROUND WATER 40.5 54" 2.6Y 6/6 515 TO CONSTRUCTION. 3 C2 HORIZON PERC: 60" 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO C2 HORIZON LOAMY SAND EXCEED 3.0. ss- - _ MEDIUM SAND s2" 25}' s/4 483 11. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. - - - � 13z" 25' 7/3 A MEDIUMHORIZON . D 12. ALL UNSUITABLE SOIL (SANDY LOAM, APPROX. 54" DEEP) WITHIN 5' OF 15 2.5Y 7/3 43.0 PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH , , \ 4. 8 CLEAN MEDIUM SAND. 56' W .:' , - USCS GROUND WATER ADJUSTMENT: WELL: SDW-253, ZONE: B. ADJUSTMENT: 6.7 13. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE. r6s `: ,` TH-2 - -, ,` O� ADJUSTED GROUND WATER ELEVATION 472 LINE TO BE INSTALLED PRIOR TO ANY SITE WORK. 14. ROOF RUN OFF TO BE DIRECTED TO DRY WELLS OR STONE TRENCHES 54- - - - - - - . _ 55 " AT DRIP LINES. r 15. ALL DISTURBED AREAS TO BE REVEGETATED UPON COMPLETION EXIST. \ `54 SEPTIC SYSTEM DESIGN of PROJECT. 53- GARAGE 16. SEPTIC TANK AND PUMP CHAMBER TO BE WATER PROOFED BY , - - FLOW ESTIMATE: MANUFACTURER WITH IPANEX CONCRETE ADDITIVE OR CONSEAL 55. MIN. ELEVATION _ _ - - ' " - - - - - - - - _ _ _ - -53 A 6" EZ WRAP IS ALSO REQUIRED AROUND SEAM OF TANKS. - - - GAL DAY BEDROOM = 30 GAL DAY TO PREVENT BREAKOUT � BEDROOMS AT �_ (15' FROM LEACH AREA = 53.7) 52" _ � _52 SEPTIC TANK: ,330 GAL/DAY x 2 DAYS = 660 GAL USE 1500 GALLON SEPTIC TANK 14' 34' 14' 8' DECK _50 LEACHING AREA: 14, 10' s' - ' - USE 3 FLOWDIFFUSORS WITH 4' OF STONE PROPOSED 50- - , - 30, 3 BEDROOM - - - -4s ALL AROUND (32' x 12 x.11 DEEP) DnELLINc / - - - BENCHMARK AT 2 WOOD STAKE 15'4" 6' ELEVATION = 53.1 GARAGE SIDE AREA: (44) x 2 x 11/12 = 81 (.74) = 60 GAL/DAY 24' 40' o- - - BOTTOM AR lr 32' x 12' = 384 SF (.74) = 284 GAL/DAY PROPOSED DWELLING 4s = 344 G DAY CAPACITY AL ^ _ d 0 SECTION o � SEPTI C C SYSTEM STEM SE TI lb ch EDGE of ' { - .r�� � �' - 2 PEASTONE NEIGHBOR'S LAWN =SIT COVERS WITHIN 12" OF 48' ' `fig- FINISHED GRADE 3 4" - 1 1 2" .6 �.�,;'� 47 100' FROM EDGE OF WETLAND 52.0 ( / / `� TO(ONE 6 OF GRADE) covaR Wrrxix s"of GRADE TOP OF FOUNDATION WASHED STONE r PRESSURE LINE 3' MAX. 77 COVER - "'-'=_• TEE AT (12" MIN) ELEV.- 53.7 ' _ �9y, INLET BVWS 47 - - - - _ _ _ .. - _..__. 46_ _ _ - _ - 48.25 R _ _ 50' FROM EDGE OF WETLAND ELEV. 45- �-WORK LIMIT LINE 48.2 1000 GAL DRAIN HOLE }-44� - - _ _ _ - (SEE NOTE 13) 48.5 1500 GAL D-Box 53.4 52.2 � ELEV. PUMP CHAMBER 53.57 ELEV. SEPTIC TANK WITH MYERS SRM-4 1 ' `•••`•- . g " PUMP. PUMP ALARM ELEV. STONE ELEV. �> 4 ELEV. BVW 4 1� - s`r �'` 49.0 (6 OF STONE UNDER OR PACKAGE TO BE INSTALLED UNDER) 63.2 32 5. --� _ ELEV. MECHANICALLY COMPACTED) IN DWELLING POWERED ELEV. 3 FLOWDIFFUSORS WITH 4' OF STONE BVW 3 ` EDGE OF WETLAND BY A CIRCUIT SEPARATE ALL AROUND 32' x 12' x 11" DEEP BVW 2 ••- � TEE SIZES: FROM THE PUMP ( ) ` POWER, (DISTANCE BETWEEN v ` - ` 46 INLET: 6" UP, 13",DOWN aNloF�` SWITCH TO BE 5"). ADJUSTED GROUND WATER ELEVATION = 47.2 � B 1 �\ OUTLET: 6 UP, 14 DOWN (DISTANCE BETWEEN ON SWITCH � , �44 EDGE OF POND AND ALARM TO BE 12") AAS BAFFLE T OUTLET TEE SITE AND SEWAGE PLAN KEY: EXISTING CONTOUR: APPROVED BY: DATE: LOCATION.• PROPOSED CONTOUR: ••.•......•• 153 EVERGREEN DRIVE EXISTING SPOT ELEVATION: 25.5 -- PROPOSED SPOT ELEVATION: 25 ��"°`"'S8�' MARSTONS MILLS, MA TEST H n�Of �oUTILITY POLE: -0- PREPARED FOR: � DEMAREST, JFENCELINE: . HYDRANT: -b- P° �� � �N9'saas�P REEF REALTY RETAINING WALL: DM t� �F�s�° o� SCALE: 1" = 40' DATE: 1-31-02 DEMAREST-McLELLAN ENGINEERING y. TREE: � REFERENCE: LAND COURT CASE 12034F 24 SCHOOL STREET P.O. BOX 463 WEST DENNIS, MASSACHUSETTS 02670 REVISED: 2-27-02 REVISED: 3-4-02 DM # Ol_70 - PHONE & FAX : (508) 398-7710 THOMAS MCLEL AN, P_E. JOHN Z. DEMAREST JR., P.L.S.1, REVISED: 3-27-02 (MOVE HSE. 10' TOWARDS ROAD)