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HomeMy WebLinkAbout0248 CRYSTAL LAKE ROAD - Health 2A»i 8 Crystal Lake Road Osterville A = 139 - 049 TOWN OF BARNS`TAB LOCATION S' G EWAGE#,P2 VILLAGE o ASSES80R'S MAP&PARCEL. e-f INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY Z LEACHING FACILITY:(type)f-�bO (size) " NO.OF BEDROOMS OWNER PERMIT DATE: 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 facili ^ Feet FURNISHED BY . 14 a ` S No. 1 e �o. �r v Fee THE COMM WEALTH OF MASLIACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pprication for �igpo5al 6p6temc Cow6tructiott permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2ur Owner's Name,Address,apATel.No. C�M%Ge I Assessor's Map/Parcel 3 o 4- i3V,Q,i1 J y2�-005-:S-I taller's Name,Address,and Tel.No. 115_122-- 13C-3 De/signer's Name,Address and Tel.No. 5S YV_,ee_ (-av,.P(_ 5,-,,c/2(/ av a a w•^ o.r Type of Building: Dwelling No.of Bedrooms _ I Lot Size ��3�P sq.ft. Garbage Grinder ( ) Other Type of Building r25t dew—( No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min. requir d) �J3� gpd Design flow provided �Jy� gpd Plan Date p Number of sheets IL Revision Date Title Size of Septic Tank h Type of S.A.S. Description of Soil 'S m� gg 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B of Healt Signed Date a!/ Application Approved by Date Application Disapproved Date for the following reasons Permit No. '00 I N - ?—'14 Date Issued 6 &I-A-►y Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN `OF BARNSTABLE, MASSACHUSETTSA Yes 2pprication for �Digoga *pgtem Congtruction Permit Application for a Permit,o Construct_(_.) _.Repair Abandon O ❑ Complete System E-"I t dividual..Components Location'Address or Lot No. 2115< Cv��5��. G''�p ^G Owner's Name,Address, l d Tel No.F Assessor's Map/Parcel /0 .�• 1 _ � i/lam`C1t���:-..P, �'�'a. Installe`r's Name,Address,and Tel'.No. 2 �esig7rls Name,Address and Tel.No. -5Q�' r e A OYt"_ ��c.r'�, �,r �^.�f t:iit C c: n. . `-,b v-, K a b ,,,4 1 r e Type of Building: Dwelling No.of Bedrooms Lot Size ' 21P sq.ft. Garbage Grinder ( ) Other Type of Building r C-,i Jf No.of Persons2 Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.requited '�J � gpd Design flow providedI gpd Plan Date It d f`I Number of sheets Z Revision Date Title Size of Septic Tank e�n Type of S.A.S. Description of Soil y✓1 o der Jinn Fir Nature of Repa rs orAlte ations-(Answer when applicable) Date last inspected: r Agreement: �Z,,,*_ s'{ The undersigned ag ees.to ensure the construction and maintenance of the afore described on-`site sewage disposal system in k accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt/h! Signed ,/ '��'��= �i�// Date g5)ll�T�/' I Application Approved bye� — !� Date Application Disapproved,%bfy r' Date""' for the following reasons Permit No.2C�1t ( Date Issued ——————————————————————— ———————————— — { THE COMMONWEALTH OF MASSACHUSETTS `f BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER(�f`�IFY,that the On)-site Sewage /Disposal /Sys t�e'm/iCo�n f tructed ( �) Repaired ( ) Upgraded ( ) Abandoned( )by at tt' has been constructed in accordance / with the provisions of Tiittlle�5 and the for.Disposal System Construction Permit No.20'A" ZC(y dated (/Z& Installer �h/I.Z y 1� � SE%t/� Designer #bedrooms �V} _ Approved design flow f � ,, gpd The issuance of this p rmit hall t be construed as a guarantee that the system7-ft ncfiont asv design ed Date ,y Ins ector �1,'y�, f � ——————————— No.7&I L( r Zcj 9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS =i5pogal *pgtem Construction Permit Permission is hereby grantee d to Construct (� ) Repair ( ) Upgrade ( ) Abandon ( ) System located at Z 6/2-cj�TFR 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: Construction must be completed within three years of the date of this pe�-_/ Date�r7�L{j1 Approved byC� ! TRANS. NO.: CITY/TOWN: f Cc 1/Yt cS Cc APPLICANT: ADDRESS: I q DESIGN FLOW: 3 q? gpd (;?/ �1 q REVIEWED BY: DATE: I o{ N/A OK NO . „ y ... y Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 / CMR 15.220(4)(u) i/ Locus Provided 310 CMR 15.2204(t)] Plan proper scale?(1"=40' for plot plans, 1"=20' 'or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c) Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4) daily flow septic tank capacity (required andprovided) soil absorption system (required andprovided) whether system designed for garbage grindei North arrow 310 CMR 15.220(4)(g)] Existing and ro osed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) 310 CMR 15.220(4)(h Names of soil evaluator and BOH representative [310 CMR r 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i) Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR " 15.220(4)(n)] Address 7 r :�f- Cc �C �I� Sheet 1 of 7 f N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k) within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211.and any catch basins / located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4) m)] (if water line cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR 15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2) Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] . Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as / approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? / 310 CMR 15.103(3)] ✓ Benchmark within 50-75' of system[310 CMR 15.220(4)( )] Materials specifications noted?.[various sections of 310 CMR 15.000] System components not> 36" deep (unless Local Upgrade JApproval or LUA requested) [310 CMR 15.405(1(b) Address rlr s take- clf4 Sheet 2 of 7 ' N/A OK NO Size OK? 310 CMR 15.223(1 Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable,compacted base [310 CMR 15.2280)] Separation between inlet and outlet tees (no less than liquid / depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA [310 CMR 15.405(l)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(l) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) middle access at least 8" (b 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade one port for systems<I 000gpd, / two fors stems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation 310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8) H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] MultiCoin artnent Tan �.21 ,.. , Required when other than single-family dwelling or flow>1000 g d [310 CMR 15.223(1)(b)] First compartment 200%daily flow; Second compartment 100% ,. daily flow [310 CMR 15.224(2) and(3)]' 4.1 "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter.[310 CMR 15.224(4)] Address, r�X l� s Sheet 3 of 7 N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2 Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.21 l(1)[1]) Cleanouts required/provided ? 310 CMR 15.222(8) Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] .. Proper pitch on all runs?(.005 within gravity-distributed`trenches _ and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] V/ Siphonproblem/(leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller ' than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) t . Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" 310 CMR 15.232(2)(b Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capacity (emergency storage above working=design flow)? [310 / CMR 231(2)] Proper setbacks 310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible) Alarm floats alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag 01 mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] B_u 7a_ncy calculations needed ?Provided? [310 CMR 15.221(8)] Address q IF Crv&O -GL Sheet 4 of 7 N/A OK NO SOIL ABSORPTION'SYST�MSSAS GE�l�IE � � " Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation togroundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.2411 ` Inspection ports specified and within 3"final grade? [310 CMR 15.240(13) Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[41 and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet Y every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be tograde) [310 CMR 15.253(2)] Aggregate I' minimum-4' maximum. [310 CMR 15.253(1)(b) 2' sidewall credit maximum 310 CMR 15.253(1) a In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] TRENCHES3l0Cl�R5251 5 ; Width 2'minimum 3' maximum [310 CMR 15.251 1)(b) 100 feet-maximum length [310 CMR 15.251(1)(a Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4',[310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12 maximum. [310 CMR 15.252(2)( Separation between beds 10' minimum. [310 CMR 15.252(2)(0 Bottom area used in calculations only [310 CMR 15.252(2)(i)] '7 Address "�y L � { _ �a Sheet 5 of 7 N/A' OK NO DTDHEPLAN�OLEve y EOn- Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill - Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] Cravelless S sleet Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface AZternataveSe"ticSystexiii1 ' roval'I;ettj€ ' Was DEP Approval Letter provided and/or have you reviewed the letter for conditions?" Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Are the variances listed on the plan ? [310 CMR 15.220 RLS Stamp necessary on plan if a component is within five; feet of property line [310 CMR 15.412(4)]New construction'or increased flow proposed- [Refer to 310 CMR 15.414 Address r�`T t�Y f". • Sheet 6 of 7 N/A OK NO NatrogenSensttiveflreas v, t t ,.? a3 . � . ,f , Is the system in a Designated Nitrogen Sensitive Area(Zone 11 for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2) Are the nitrogen loads proposed in compliance? [310 CMR / 15.216(1)] MiscellaneousY .., ...,,. � Pumping to septic tank? [ 310 CMR 15.229] Shared System [310 CMR 15.290] i Address of y Sheet 7 of 7 i L4( Town of Bahnstable. P# Department of Regulatory Services ' Public-Health Division Bate_fl b� Snxa'reer$. I t &Mesa . ib y tee$ 200 Main Street;Hy#nnis MA 02601 r 3 r �lFp t AAA i; t j -Y I 6• Date Scheduled. f.Time Fee Pd ' ` /1. , `oil ,5Urtah1111 Assessrr'e fog- Sewage disposal Performed By,1 1�-ti'�l' F' ! �/��'\ ' Witnessed By:Ddw Des Wc W- C7 LOCATION & GENERAL INFORMATION .' /�; Location Address Owner's Name V H F F N Address Sf_W k:L1?JF, Assessor's Map/P4rcel: l�� ) ®,g I Engineer's Name Dtv"iJ NEW CONSiRU�[ION _ REPAIR Telephone# 1199 3 3 W o I ,I� NIA Land Use LS t IX Slopes(3'0) Surface Stones ` Distances from: ripen Water Body Z ft Possible Wet-Area ft Drinking Water Well ft brainage Way ft a .Property Line' ._ ft Other ft ;` q SKETCH:(&=t name,dimensiods-4104 exact locations of test boles&perc tests,locate wetlands in proximity to holes) ' AA- e IA ic) Depth tp Bedrock Parent material(g q g " ~t " mg rom f Pit Face Depth to Grouudwa�dr'Standing Water in Hole' L >� -Weeping x • Estimated Seasonal iHigh Groundwater u tjN / D RMINATION FOR SEASONA IGH*W .Tj' TA L ;H Method Used: in.• _ in. Depth,to sah mottles: Depth pperved standing in obs.hole: t, in. . pfeundwntCr A�dJutltment Depth to weeping from side of obs.hole I Adj.GroundwaterLevel.,,,,fl,.. Index Well# _ Reading A ,tictor Date Index Well level ,�„?. PERCOL,ATYON TEST_ . Date Time Observation ( Tithe 0t V r Hole# i�; "-1 I - i) �I 3�tr t q Time at 61; Depth of Pere Oy' /Q x ' Time(9"-6,7 Start Pre-soak Time.Ci 70 �3 - End Pre-soak ® i s RiteMinJlnch I �---�~ L���• ' l Testing Needed(YIN) r i Site Suitability Assessment: Site Passed � Site Failed: Additiona original:.Public kle$Ith Division Observatioti Hole Data To Be C Completed on Back— ***If pereolalibn test is to be condiacted within 100 of wetland,you must first notify the f Barnstable Cc�. servation Division at least one(1)wedk prior to beginning. • DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency.%Gravel tt ,n-3Cv Lf ���— �t► SAND DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) PIP-5-11 5n l Zo" WK � 7�y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) �-'.�! (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel tj OVI LD L Fl ,)s�N�1LV tt C/ MOS � AIA a� I I7 _ DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. _ ) g r* ? Consisten ra I Oy1�� LP iF Flood Insurance Rate Mn: / Above 500 year flood boundary No_ Yes , A/ Within 500 year boundary No 'I 1J Yes Within 100 year flood boundary No Yes 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? If not,what is the depth of naturally occurring per ous material? Certification I certify that on W (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required t aining,expertise and experience described in 3,10 CMR 15.017. Signature Date l Q:ISEPTIC\PERCFORM.DOC Town of Barnstable P�oF114F r �o Regulatory Services Thomas F, Geiler, Director + BARNsTABLE, + 9 MASS. Public Health Division 1659• . Alfo �a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Pernnit# . Assessor's Map\:Parcel Designer: Gch k-c ' tV &v2 G�0#Y A nstaller: Address: Address: ey I'Y On was issued a permit to install a date) (installer) septic system aty �. 'K' based on a design drawn by (address) v N dated 1.10 (designe I certify that the septic system referenced above was installed substantially according to the design, which.may include minor approved changes such as lateral relocation of the distribution box and/or septic tank: I certify that the septic. system referenced above was installed with major changes (i.e. greater than10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Re s. Plan revision or certified as-built by designer to follow. N OF 'A sory (Installers Signature) - F G�STs e er's.Signature) (Affix Designer's Stamp Here) -/; PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE . RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc .: .: : . : . ,, _ ... .. .. ... -- --- ---- -----------:- -- -- -�--.�----.-.--...,il- I I I I I �l I . . . . p ..: . : :. so . . . - - .. - - ::_. . .-._ .. ---._ _ ._ _._._... - . -- .... .. .......... . . . _. .._. .._.... . - ....._.... . -- - -- 1 :I � .. _ ......_. - .---. .. ONNO . ' _. _ - . . . .---- __..._. .._._._. _.:. 1E = - - .. ... .. _ - - w .. _ - -- - - .. .. .. .. .... .. ._. _ .. ._. .. _ . . ... ... . .. - - - - ... ... __ -::7—-: w . .: . . . . . :2 _: -- - - - . - --- _ _ "------.. :..:_- .__:_ _.. .- - y .:: :.. _ : _ _ ... . .. . . .. . . . . _ - .... . . .. __ .. .. - -'- -- - . _. .__. .. - - .. .. . . . . :. ._ - . _.. __. . .. . - .. -:- - . . .. .. _: - _ - = _ . .. . - - - .. .— ... 12 Q.B. -0 , : : : ' � ... - .. .. W. . . .. = U . . . -.I-- H ---- - - - - - -- � � J� � � _ H � o i. - = 11 _ __=_ - =� � :� — N ---.. ... .. — I 2 0 — F: -= a p . . - _ W J - - _: J- Q . -oa - - . . - _ -- __- . . . . . W . I. _ .. _ .. .. _ . .. .. . _ . . . . . . . EL A .i. . . .. _. FRONT EV TION SCALE: I 1 AA .. .- - - - .. - _ - -- .. . ... _ _ _- - - - -... - - ... _-- - - - - - LLI .. .: . . :. : - -: _ . . . . I. - _ - : .. .. . .. .. - - _.. _. ... . . - . ' ? W . .. - - W y:. 1. _ - _ Q 'Q Hflm : . . . _ - � J tn : : -_ - - _. . . - - _ _ _ . . f M. : 'fl, I .. __ . - . . . . . . . . _ : . . _. .. - — J - .- _ -: .. - . .. -- - - - . . ... - - ... ... . . ,�]j Z � > Q ' : : . . . .. . . . . -= . . . . . . . I. _ .. . . U W _ HE H El F—H] w * � : ... : I.— � � .� � W � � I - _ � ° . . .. � . � .. . .. .. 1. � -[If] I. . .. . � :.� .. . � : � �. .. : .. — � .. . .. :— I: . .] . :.. — � I 1. I q� . :: �. I ul ff . _ . . .. - .. .. . . . _ .. . - . . _ SWEET . : ... . . . ... .. . . ——— . --ELEVATION ::. . . : REAR ATION . . I . .. . . . . . : ' : SCALE: 1/4" :=: V-O" . - . . � . .: . - � : � � . . . I 141 . . I . 11 .. .. .. .. .. .. .. .. .. ... .. .. ... .. -. .. .. 1. . . : I : . . . . w . � . �..: . . I . : - . �: -t . .. 1 . 1 . -: - . ... I : : ' . : , . , . . �.. I: . .. _ .. . .. .. . QATE= ZL3t/€4 . ... . : r. N N 12 4 v 1� 10 Now --------------- .. .. ... ... :. ... :�q .. .. _ - -- - .. ... ... ... ... 7 .. - - --------------- .. ... ------------ uEl No": .... .. .. L LEFT ELEVATION MM W . om t� 0. SC ALE I 10� 12 . tLi - Z W . .. . tt1 - : -. _ -- - -- WLLI _ _ ------ - - - - - ---.._...._._ _ ___- --- _-_- ............ - - � ULL,� j _. _. W W }z- - SWEET RIGHT ELEVATION A2 SCALE: 114 _: t'-O":: - JOB:'. 1401 D.RP,WN BT-: KW DATE: TL3fi24. 24 .f.ONTIN0005 STEP :.'- .. ... .. - �.. . - ... .. ... 64-O". ......__...._......_... ... . ... ..._.. .. ._. .... ............. ...._.._. , DECK .: ..... .... .. ... ._.......... .. .. - - ........... 60.0". .. - . . 24!-0" '. . . ----..__.__ ..----_12'_0" ..__._ ._. - -----12 0 .-- - - mo. ... 4 O" -' ---------` - - --------------- ... .... .. .... ..._ _ :... .. _ .I. .. .. .. .. .. .. .. .. ..b'-0" -:...b'_Dn.: .. 4'-I° .. lli_11" .. - 8;_0. -_ _ .-b'-O°...._. ._ . .. .�. 0 .. - ..-..bl_Di,. ... N :. r a � m- .p A ,_ N N.� N _ x m - - _ __ . BULK o 03 - -- md_..cva .- -' - - -m 3 ---------- BULK --- . ... .. ... HEAD,; .. _ ... _,. - .. �. .N .. r v � r °o u _ N v N .: .. .: ... .. RAISED TOP 0 o x a.. HERS P TE DW o is \ SlLcocK D n E' NO° ININGCATHEDRAL G � m � - GREAT ROOMVol -I - . - _ 16' 5 I/2° :. "II'-6" KITCHEN H O EN 0 , co I: W :. ... .TW.24410: CEIL.'.I NG" CEILING ::cy : .. CEILING : ... .. .. m .. .. .. ... �:.. :ASTERM .. .m �. z� � aEDROOM I I 3 . I I W .. .. .. .. .. I' ... 12�_4n ... 6'_On .. 18'—O° .. .I 4'-4 1/2" 2'-4" :4'-8" 7—7 1/2":. 4 8 I/f" ... S OUTSIDE .PANTRY SHOWER- .. .. .. .. .. - U IN � . � I Im m TW.24410: - — n n. Sn.. 4"x6° ST U TO�.RIDGE: STEP .m ... ... xb PS UP .. .. .. .. ..... :RIDGE 2j2 Q CEILING _ Up' 8 4n ING�'-�� 2�:. -I} 2 I/2". "A �, V-4 1 4'-1 I/2": � T 6'-4 I/2".:. '� � O� p .. w L BEAM V _ = ^ NCRETE —-— - - - v� z .... .: .. :.. AN251 �L .. 2�.. o — '.. °14'.�fi " ... 26 ... _ Iw .. w .. _. GO .: ..: a ..28 7/8°x21° -8'-4". 5Q LAUNDRY .. ... : U .. .. ° N 2 GARAGE o JT' GEIL NG C® Y :CEILINGMASTER r ' lii : BATH ° J CEILING _ ... .142-4 N N2A .. tLl ... .. ... .. .. .. ... .. .. -.. 9 , .. —— — .. 0 0 3Q - ------' - �..J .. V/ 2 m s. .ILCOGK4 �od Q Z � ] Lu K. (L o FROLLI NT _.. v _ $ �I L FIRST. FLOOR PLAN m F _ 3 SCALE: 114'" = t"-0" r r 2'_9n .. 6,_O° 3,-3n :: 2'-lOn.. 8'-2° 10'-5 1/2° 7- l: .. 7'_0" �i l- :.. 9'-6" .: t3- 7.-0" L Ll I 648E .. DH2Ap tI BY KW DATE: 7/3E<14. :.. 121 Or .: :.. 12r po :. N OD �N � (4 (y N O .. 'r`Fw/I .. .. .. .. ..,. .... .. .... .. .... _ - .. : I61 311. : .... ... .. .. .. .. .. -- .. .. _c-c ... ... ... .. -------------------- ------------- .. --- -- U - - '-- --- - - -__ -_- . - OM =N BED ROOM: --_- - ---_-----` BED ROOM -- - - -- � - - - - - - - 0 - -------- - '- = --- -- - -----_ --- ns. -- 7 4 I/2 3 3 6 1/2 3 8 i/ -. .-_ --.........__. .......----- _.- ._ ...-.. . _........... ----- - ., .. OPEN TO :.. ... :. 6 5' I I. 2"- BELOW Q 4 2 2. ._.. . ._..__.. - - .. ... ... . -. .-- -- .. __------ - - .. ... .. - . ... ... -----'--.- - - .. . -- -------- - - --- -- -- - ----- _ W14 ... ... - N .. �. .. 7W2442 - _ -- - - MiliMillih W _ - -- .. -----'-- - -- --- ---- --- ... .. .. 2 _ - - o --- ------- -_ 51,... o i ---- _ - - _____-_ ... STRUCTURAL .. ... .2� ... .. __.. _ mRIDGE ABOVE 6 � I i/8 � : c - i 1/8"x I - =_= ------------------------ - - - - _ - -- ------- ND - _ _ -- ------- — - -- ol -- --_---___- P - — - -- �.tt� --- - - -- ----- .-_.....__._.. _.- —_ .. - — ... .. ... ... .. -- .. ----.-..'- - — .. s - - -- .. 8 / . .. ... EN O .. . -- -- - - - - ------------ BELOW BELOW _ ---- I. .. .. .. .. _ .. ... .... . .. .... .. ... . .....,_._......-,.-..-...._-. _-...__-..__-_-'_-_--- - - -- - --- ----_-- ----- -. CEILING. --- -- N -- I I ' II I .._�. LUZ_ ........_ W_ __--:_.- _— _ _ .__ - -- - .—_ V i II ki i — -..-------- - --- -"-- -- --------- -- - — .-.: ___— ..------------------------------- .. - � i �j ' ' I� f I w - - --- - --_____ -- - - LU I. I LL I l u- VW I Q cbQ- s k 1 w n E III i I I I EI € II Hill� i. l. O. V-0" 5'-G° 4'-II 1/2" .. 71_In .. - .. .. 14I_0r 5WE.E SECOND FLOOR PLAN - _. . JOS:. :.. 1411 3'_5" 4 Qn:." ... _ .. II ®L - -- -cet-)-—---�co? -—a T piV .. 20 0 �� 4 -2x10 GIRDER POST 4xb P.T." r L POST o�N� B ° P 2 8' BIG007" FOOTING . II I ! I 1 -- I 0 o ..' I IBULK1dEAd I.' —— — — ———— 1- 1 I i _ I ———————— ——————— <I" I fr' o — — — — ————— — — ---J L ;:— ------ — o I I I o I ; I DROP m I L. .. -' 8°x7'-9°.CONCRETE WALL ... .. o ... I ... v .. I ——— _m -O. 10i 16 x10" CONTINUOUS FOOTIN G I. .. .. .. .. .. .. .. .. .. .. r.% .. .. - .. ( ... ... .. ... ... .. .. ... 2) 9�I/4°xl-3/-0°-LVL GIRDER w I --- — —J - .. 3 1/2° DIA. STEEL COLUMN .. .. :. ... .. .. _ II ... .. .:O 36°x36°xl2° CONCRETE PAD TYP. L - . r—B . L.—. - ,. ~ ... .. I , I L J : J PKT IIPKT L L J L L J. L J I - ■� e I 7 ... -^ O-" 8°xT-9° CONCRETE WALL , o. .. °16 x10 CONTINUOUS .. . ... tv v Za N " � INUOUS-FOOTING FULL DAStrlENT / I ...... .. ... .. .. -. . :..�m. ..4"x6° PST UP TO RIDGEo 6 MIL VAPOR RETARDER rII -' ..----—- -- —.. ..-1 IM ' LAB LVL..... (2) 1 3/4 x 9 1/4 - ... J I I I I 1. . W _. .. ... ... (PKTL J L J L J ... _ L J ... L J PKT .. , .. 6'481. - .. 6,_8„ ". .6-8° 8° . ... " LLI U. I I I o I EARLY ENTRY..m U .. U w I y,; I . ... ... ... I :-•�. 8°x7'-9°•CONCRETE WALL -" - .I° CONTRACTION JOINTS -m O I .gym; I CONTRACTION JOINT TYP. ... I: Y... . OPTIONAL I CONTINUOUS FOOT NG I ( I. N. / GARAGE —a LLI 4" CONC6RETE•SLAB —1 — Q ————— W m L.-- ------------- wN:� " • - DwALL I — .. ..: -- ..: ----------------- — ... AT DOOR.... .. -. .. - .. (2) #5:COUNT TOP A BOTTOM " ... .IU 8x3=10° CONCRETE WALL 16"A0° CNTINUOUS FOOTINGNOTE: (� 5/8" AN ANCHOR BOLTS EMBEDDED 7 to .. .. - .. . qT .. SPACED 92" O.G. 12".:FROM CORNERS o 1 .: WASNERS 3"x3"xl/4P .. — — — — — FOUNDATION PLAN .. ShBEET SCALE: 1/4" = 1'-0" .. IF— '-I 1/2,1'-9° I : _IOB- E411 E32A6dk� H�-: KGF E}ATE= 7f31lP4. O TA _ l mono � ) 1 3/4. 2 x 16 L�{L'e TYP ROOF. ..\y �y1 .. .. .. .. .. ..2XI0's 0 16° O.G. ... :: W ..: .: R .. ... ... ... - .. .. ,. .. .... .. IGID WIND WASH BARRIER REQUIRED R'-'O F.G. NSUL./ .. ... .. :.. :: ASPHALT .. .. ... .. .. .. _ .:.�.: AT EXTERIOR EDGE�OF EXTERIOR WALL.. .. .. .. TOP PLATE. .. .. ... .. ... ... " PLYWOOD SHEATHING/ SHINGLES . _ .. - .. .. .. SIMP56N H2.5 ... .. .. .. .. 4p.. ... ... .. _. .. ... ... ..: FASTENERS AT ALL: ..: :.. ... .Zx\Oy ... ... ... -- ... ... w .. .. i RAFTER / TOP PLATE JUNCTIONS TYP ___ R36 F.G. IN5UL..:". i .. .. - .. ..DORMER BEYOND SECTION.CUT .. G WA ?+i� .. ... ... - .. ... ~ .- 12 �� x3 STRAPPING ��� BR 10 w BLOCKING 4-O°O:C. " .: :. .: .. IN FIRST TWO 4015T AND RAFTER ,� � - ... i m r c .. .. BAYS FROM GABLE WALL. ... .. ... .. - -- - -------- -------- - ----- --------------- .. TYP. EAVES - .. .. h , 1x8 FASCIA /"Iz4 SECOND MEMBER -- CONTINUOUS'VENTING SOFFIT - i Ix8 FRIQE-BD:�W/.BED MOULDING .. .: .: .: TYP. EXTERIOR WALL .T N .. _ ... GREAT ROOh'I. o ... .. ... .. 2x6"EXT.-STUDS 0 16° O.C./ ... ... .. ... .. .. ... I STUDY ..... ..... 6° R21 F.G: INSUL:/ .... .... - .. ... 1/2° PLYWOODSHEATHING/ .. ... . ' .. - ... ... ... TYV .. EK WRAP/W.G. SHINGLES D A 4° TAG:0 58 SUBFLOOR NAILE GLUED TO:JOIST - :. � .:. R30 F.G. INSUL. x V4° LV' 2) t 3/4 �9 L 2) 13/4 9 I/4°":LVL 3 1/2° LALLY GO ° LALLY COLUMN WALL... ... - ... .. - W :.. :.. :.. P.T. SILL ANCHORED 32° O.G. ... .. .. .. .. ... .. .. .. - .. - 8°x7'-9° CONCRETE r - - ... ... w.Y:.. .. ... .. :.. DAMP PROOF BELOWGRADE .. - .... - . 2 . ... 10°xlb°"CONTINUOUS FOOTING .. .. .. .. .. .. .. .. .. ... .. ... �.J:.a .. ... .. ... ... .. 1/2" CO L 1L'�\O M VAPOR RETARDER �W .. - y - _ Z lu .... .... .. ... .. ... .. . U � � t'3 � SECTION "All _. _ - SCALE: 1/4" ll! 5"EET S2 ps JOB: :.. B4tt DF2A0'AN BY:: Kfoi .. .. .. .. .. ©ATE: !t4 .. .. .. ZIOWN .. .. memo IL; (2),I 3/4 x.9.I/4° LVL ' J J O 6 2xI s x x cb Q Q m . I 1 3/4 x 9 I/4° LVL 3 1/2° DIA N. STD CAP t BASE PLATE - .. S/8° D ... ... ... .. .. .. - .. :. (2):. IA'ANG+IOR BOLTS MIN. :. .. :. . LLI GARAGE lu _.. Z ltl Cl _. W " Q Itl . . . � QL LU FIRST FLOOR FRAMING PLAN SCALE: P/4u SFIEET 53 1411 ... F3RAFPN E37-� KW . g .. .. ... ... XIO's - ... ... . .. - - - .-. .. - MEMO: .U" 0 _. n N � :E Q: : 2 1019 FLU BEARING WALLUP Zw� ot . :. :. . ."W .... ... W12xBO STEEL BEAM FLUSH Lu ... .... Z W W lI1J � " _ J _ Q W .. _. lLl N' J Z J t�L U tu fL U� N Lu SECOND FLOOR FRAMING PLAN SCALE: I14" = t'-oil JLL SF;EET b . . JOB: ... 64kE DATE- 7/30/B4. O La IA w WIN ME RS " ... ENDBREXTDEELOW RID GE � (3) 2xi0's BREAK IN ROOF DR �WINDOW 3DORMER HWALL MDORMER"WALL ... ... .... ... .:.....-.'. 2 x 10's :. .. .. :. r 777 w .. _ W T 4x6 4x6 RIDGE (2) 1 3/4 x 16" LyL's :POST 4x6 - .. .. . . POST ... RIDGE 2x12 .. :. - RIDGE 2z12� ... ii� MM AA `a . .: . ... .. L 10's . — — —— —— — BEARING WALL (2).2 x' � "�BE WALL .. UJ Z.W .. .. .. LLI tLi . - ... .. tL� ... ... . .. — .... .." ... ... 2x10's N DR lu tL Quw DGFER 2x xI0 P 16' O.C. .. .. UNLESS NOTED.OTHERWISE ... .. .. ... .... - w z ROOF FRAI"f I NG 'PLAN SG'ALE: I/4" = 1'—O" SHEET 515 , JOB. :. [4[& DRAWN BT: KW DATE:' 7l3EJlC4. . .EXTEND HDR TO CORNER2x6 DB "., L TOP PLATE_ _ ... .. ... .. 16 O G . .. . FULL HGT. STUDS: :. / j .. .N ... : _p R v 4F'fER; I. U " .. .JACK STUD NAIL: PLATE A. `S� .. :. :. TO BTM 'OF HD R APPLY 5i MPSON MSTAIB CONNE_CTOR . _.._./: HEADER: op. H2,5 ® Ea. RAFTER w. W1 2 ROWS of 16d.NAILS r ON THE INSIDE FACE OF ® 3" O.C. - x JAG w .: STRUCTURAL PANEL. -_„ HEADER TO EACH JACK:STUD. i - � o .. .. - NAILED.5d.COMMON _ - —CONTINUOUS HEADER � � ... � � � � o o jj" TOP PLATE.. ® B".O.C:'EDGE AND FIELD :. CORNER TO:CORNER .. ... _ .. _ .. .. .... r - O OPENINGS OVER MULTIPLE O " .: IMP1ER STUDS - - - DOOR:TR � RAFTER T T O .PLATE CONNECTION . ..-. .� ...'.'2-:5/8 ANCHOR BOLTS ". W. U N. w/ 5"x3" PLATE WASHERS - - _ _ ... .. .. ... ... EACH NARROW WALL SECTION.. �� .. :. - —II' DOUBLE ROW .. .. STAGGER NAILIN � INTO BOTH PLATES 2x6 DBL T ,' OP PLATE:_ .. .. .. .. :. - .. ... .. ... .. ... .. .. ON _ VERTICAL STRUCTURAL PANEL W UNARRO�� WALL BRACING AT GARAGE DOO NEAR. WALL COMPLIANCE:: .I_ " aNp oC NEDEEp SCALE N.T.S. ... . W= 5q% OF EACH WALL RUN VERTICAL SHEATHING WITH S 3" E /12"Sd NAIL DGE. FIELD IELD (4)1(.d NAILS PER FT. BOTTOM PLATE L= 31% OF EACH WALL RUN S 3' ED /2G FIELD 8d NA A TH ITH _.. ... .. ... - _. ... AL DOUBLE ROW. - .._ .. - (4)I dLNAILS PER..FT SOTTOM PLATE.. STRUCTURAL P - ... .... " - :STAGGER NAILING - "'" ""BREAKON SECOND LFLOOR INTO BOTH PLATES ar_. :. :. - RIM:JOIST - .. 2x6. DBL TOP PLATE Ltl Lu VP VERTICAL Z' . : VERTICAL STRUCTURAL:PANEL _ ;g - NAILED ad COMMON -' STRUCTURAL,PANEL _ . .: -" ... - ..NAILED 8d COMMON .Q LLI - ®:3" O.G. EDGE AND,12" IN FIELD ® 3" O.C.. . EDGE .. AND 12" IN FIELD — .. w Z >LL 1L U W . lQ'1. : m54 DOUBLE ROW. �f .. -: .. - DOUBLE ROW w ... STAGGER,NAILING. STAGGER N?:I LIN INTO BOX AND SILL INTO BOX AND SILL .. `1 ... .. .. II .. - t n SHEET tYYi FULL HEIGHT SHE: TPING .-SINGLE FLOOR (�) _ _ FULL HEIGHT SHEATHING I"iUI TI ..FLOOR SCALE:.N.T:S. : .. JOB: 141i DRAW 1tN B KW DATE:. 7L3Ql14 f` ki LEGEND 3 k F CONCRETE BOUND (FND) y A 3 .K „ S9° EXISTING CONTOUR — —99 x, Q r ufr WATER SERVICE LINE —w s.n °cHnMeER �� LOT 5 a Op 5 BURIED GAS LINE 0 TRENCH 18326±S.F. 20 42 ACRES J �� s 7 l PERCENTAGE OF LOT .COVERAGE LOT AREA 18326f S.F. O ~— s �CrySt�l $ YS EXISTING STRUCTURES 14.6% O / s r �� _ ON. 0 ti EXISTING PAVEMENT 4.1% "LOT 36 TOTAL COVERAGE 18.8% sq ,, •of� - 8 ,� ; o,� O ' s5 � , � • �� y ; ,�_ �.; i PR POSEDups ef-1, Is LL 0 A:) ` PROPOSED - pR•' ' LOCUS M A P 1 GAL TANK 0 s/ _ • . Op: L=26.79 o i r< / _ d ° PLAN REF: 7685—E .�0 r 'w Aq R=2Q.14 CERT REF: 79429 ►�ssas`�a� CON C. ASSESSOR'S MAP: 139 049 �'° COVER / 0 ZONING: RF,1 , �, SETBACKS: 30 —15 —15 d " ' of eSSEPN`�• N <� o`''� :.• a ,: �� , ,o, FLOOD ZONE: X 00 ( o �, - ,./ f 4 �. _� PANEL NUMBER: 2 0 07 • r�� �`Q °- �utS I � ,,1 Q� o ,`i _ r. -,. � DATED: 7/�6/20147 OVERLAY DISTRICTS: .RPOD _ c PROPOSED 3 ..... a..- �, .• ,< BEDROOM RESIDENCE \ PLOT PLAN OF LAND LOCATED AT: ZHpFNj €` 11 •i Pa°oR� A s � TP2 ��\ ` iO` 248 CRYSTAL LAKE RO AD o� DAVID y B. U BULKHEAD - OSTER VI LLE', MA MASON v No.1066 0 �� soo, . - PREPARED L FOR: tK .. oof, OT 4 ti. �, w BAYSIOE BUILDING, INC. AUGUST B 2014 NOTES: \ .TP3 `\ ( O • ELEVATION DATUM ASSIGNED. REV: t a NO SEPTIC AS—BUILT ON FILE. �\ �p� TP.4 REV: ° • EXISTING SEPTIC COMPONENTS TO BE REMOVED. ', REV: • TOWN OFFICIAL TO BE PRESENT DURING SEPTIC INSTALL TO OBSERVE SOIL CONDITIONS. \� `� YANKEE LAND SURVEY CO, INC. GRAPHIC SCALE `� �e .. ,C 119 ROUTE 149 20 0 10 20 ao �\ .�,, M AR STON S ' .M I LLS, MA TEL: (508)428—/0055 FAX: (508)420=5553 t ra r yankeesurvey0com cast.net www.yankeesurvey.net 1 inch = 20 ft. Cil SHEET 1 OF 1 JOB#: 551 JM SEWAGE SYSTEM,. PROFILE VIEW N .T. S . PROPOSED T.O.F. EL 101 t' FIN GRADE = 98.5't RISERS FIN GRADE 98.5't 20" 20" tN6. 6 1/8" TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC DLA° DIA. e MIN EL 97.06' , , , , FIN GRADE = 98't M INV EL �N ' -� INSPECTION 96.2T INV,EL 10" MIN. 14" MIN. INV EL ' $ 5 RT ON L 95.5' 95.62' - \ /_ 95.37' INV EV EL •., + ' BELOW FLOW LINE LIQUID LEVEL 46"- 95.124.87' EL 94. •GAS BAFFLE STONE a a PROPOSED 1500 GALLON TANK . ' DISTRIBUTION BOX • 48" • - _-- 3/4" 1 1/2" 48" PRECAST REINFORCED CONCRETE DISTRIBUTION BOX DOUBLE WASHED`STONE TEES SHALL,BE CONSTRUCTED OFa SCHEDULE 40 PVC'AND SHALL EXTEND A DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER 25' MINIMUM OF 6",.ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON . MINIMUM WALL THICKNESS = 2" C_' THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM INSIDE DIMENSION = 12" PROPOSED CHAMBER TRENCH nj CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET INVERT. I ABOVE,THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO SEPTIC. TANK SHALL HAVE A MINIMUM COVER OF 9" THE HEIGHT OF THE DISTRIBUTION LINE. INVERT AFTER ALL LINES HAVE BOTTOM OF SOIL,PIT EL 90.2' TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS `BEEN SEALED IN PLACE. NO GROUND WATER OR OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND REDOXIMORPHIC FEATURES OBSERVED MIDDLE ACCESS PORT SHALL BE 8." DLA. MINIMUM. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. SEPTIC TANK SHALL BE INSTALLED•'LEVEL AND TRUE TO jGRADE ON A LEVEL, • DISTRIBUTION BOX SHALL BE .INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, FIN GRADE 98't STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH ..STABLE BASE THAT HAS BEEN`MECHANICALLY COMPACTED AND ON WHICH 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING.' TO PREVENT SETTLING. 12.83 4 6 SEPTIC TANK CAPATICY: 3 '�••a •� 24" REQUIRED - 330 GALLONS AT 200% DESIGN DATA: - - PROPOSED -` 1500.__GALLONS TANK THREE BEDROOM 3 X 110 °= 330 GPD,'REQUIRED FLOW 48 58" 48 �NO GARBAGE DISPOSAL �LLOWED NUMBER OF TRENCHES ONE NUMBER OF UNITS = TWO USE: CHAMBER TRENCH 251 X 12.83:W X 2 EFF/DEPTH_ P (25'_+ 25' + 12.83 + 12.83)' X 2.0 = 151' S.F. PROPOSED LEACH 'TRENCH - END VIEW ROPO GENERAL NOTES: INSTALL TWO 500 GALLON UNITS 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 25' X 12.83 = 320 .S.F. WITH FOUR FEET OF'DOUBLE WASHED STONE i I , . AT SIDES AND ENDS TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 47.1 X 0.74' _ 348 GPD -TOTAL DESIGN FLOW FOR THE SUBSURFACE DISPOSAL.-OF SEWAGE. SOIL DATA: 2. ACCESS .PORTS OVER TANK TEES SHALL 'BE ACCESSIBLE WITHIN. 6" NOTE: } SOIL DATE: 0 D RREN MEYER TEST OF FINISHED GRADE S A 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF •TOWN OFFICIAL TO BE. PRESENT DURING SEPTIC INSTALL APPROVAL DATE: HEALTH AGENT:,DON DESMARAIS - TO OBSERVE,rS01L CONDITIONS. P# 14462 WITHSTANDING H-10 LOADING UNLESS THEY.ARE UNDER OR WITHIN 10' OF� DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN T.P. #1 PERC <f M/INCH T.P. #2 PERC <2 M/INCH T.P. #3 PER <2 M%INCH T.P. #4 PERC <2 M/INCH 10' OF DRIVES OR 'PARKING, UNLESS NOTED. 4. THE EXCAVATOR/CONTRACTOR SHALL .CALL "DIG SAFE" AND VERIFY THE LOCATION EL. 100.2' 0" EL. 100.5' 0" EL. 100.5' o„ EL. 100.8' 0" OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR „ „ „ 10 YR 3/2 10 YR 3/2 „ „ 10 YR 3/2 „A„ LS" 10 YR 3/2 ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. A LS 8„ A" "LS" 8„ A LS $„ 8„ 5. SEWER PIPES SHALL BE SCHEDULE 40 -PVC. (4 " DIA. UNLESS OTHERWISE NOTED) „ „ "Boo "Ls" 10 YR 5/8 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE to Boo "LS" 10 YR 5/8 B "LS" 10 „YR 5/8 B" "LS"; 10 YR 5/8 MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. " „ 31" (EL 98.22') jj 36 (EL 97.2') 35 (EL 97.59') 30" (EL 98') 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. F POCKET SANDY LOAM POCKET SANDY LOAM POCKET SANDY LOAM POCKET SANDY LOAM (10 YR 7/2) 8. EXISTING .SYSTEM COMPONENTS - IF,.ANY SHALL BE ABANDONED PER MEDIUM ',(10 YR 7/2) " MEDIUM (10 YR '/2) MEDIUM (10 YR 7/2) C. MEDIUM C SAND. "C" / C SAND 2.5 YR 6/4 TITLE 5 REQUIREMENTS. 2.5 YR .6/4 SAND 2.5 YR 6/4 SAND 2.5 YR 6/4 9. THE EXCAVATOR CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE EL so.2' ! 120" EL sos 120" EL so.n 124" EL 90.47 124" SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. � No G\WATER OR 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NO G\WATER OR No G\WATER OR NO G\WATER OR COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED., REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES SHEET 2 OF 2 JOB#: 55061 r 1