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HomeMy WebLinkAbout1670 HYANNIS ROAD - Health 1670. Hyannis Rd Barnstable A=299 - 091 -- No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �p PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprication for lkgpo al *rap tt Comarurtton Vermit Application for a Permit to Con/struct O Repair O Upgrade O Abandon(�j ❑Complete System ❑Individual Components Location Address or Lot No. //_70 �JNt c Name AAdddrrgs and Tel.No. Assessor's Map/Parcel (((��� 96' / ' /v Installer's Name 4dress,and Tel.I)jyq, ^ © Designer's Name,Address and Tel.No. �n�s/I1HI ;r Type of Building: Yo Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction n maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm n 1 de and not to place the system in operation unti a Certificate of Compliance has been issued by this oard of He h. Sig Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No Date Issued No. Fee -- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYtcatibn for Dfzpo!5al �&p!temc Construction Permit Application for a Permit to Construct O Repair( Upgrade(-) Abandon ❑Complete System ❑Individual Components } Location Address or Lot No. O r s Name Address,and Tel.No. C. Assessor's Map/Parcel V,, c Installer's NamerAddress,and Tel No. rrJ Designer's Name,Address and Tel.No. K A C/P)tL I q� -Type of Building: Dwelling No.of Bedrooms Lot Size v sq. ft. Garbage Grinder ( ) f Other - -Type of�uilding No.of Persons -< Showers( ) Cafeteria( ) Other Fixtures p" Design Flow(min.required) gpd Design flow provided gpd ``Plan Date Number of sheets. Revision Date Title t Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) n V 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 Board�oof Health. Signed\ � 1 // e Date �V Application Approved by /�i lJ'i v Date /07 Application Disapproved by: - Date for the following reasons a Permit No Date Issued _ —————————— ——————————— THE COMMONWEALTH OF MASSACHUSETTS f( P BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned 4/)by ��0 �.' i x.( r at La O �� �,\ 1 � ')�- r�lrlr \' `���' has been cons r cted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer- &�.c c 'LC C.C, Designer JJ #bedrooms Approved design flow ! gpd The issuance of this permit shall not construed a guarantee that the system wil�tG GM'n as designed. 1 Date. -. . _ Inspector s �r ld l'Ii7t%f%! �❑- . —————— ————————————— No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=i!5 pouf.�&pgtem Congtructf on Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon (1/) System located at ` ��.�1n,1� Val L and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must`be co pleteA within three years of the date of this p lit. Date / Approved by I � � v i / TOWN OV BARNSTABLE LOCATION SEWAGE P"offQ VILLAGE Zewi e ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO.:A SEPTIC TANK CAPACITY /-5 00 / — I LEACHING FACILITY:(type) -.S'a•Gel C��,�`(� (size) .;.,o X NO.OF BEDROOMS 4 OWNER IVSwi / 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 facility) Feet FURNISHED BY r e- 2o' 0ar Town of Barnstable P# l Department of Health,Safety,and Environmental Services Public Health Division Date o� 367 Main Street,Hyannis MA 02601 HARNSTAHLE, r MASS. i639- ,0� Date Scheduled 3 6-7 ,r Ti da me Fee Pd. 1.'Soil.Suitability Assessment for Sewage Disposal . Performed By: Witnessed By: LQCA ION &:: ENERAL IN�'OR11%IATION Location Address �(,w 14 r � s � Owner's Name rvl e-e- ,c t Sw�FT Bftr-x�s:�j Address n e' 6 C'k /-Z A4A . u2tv3� Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION k REPAIR Telephone# S''8 362 6/32- Land Use Slopes P Surface Stones Distances from: Open Water Body ft Possible Wet Area /7 0 ft Drinking Water Well — ft Drainage Way �- It Property Line 2,w 4- It Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) q / �( N h y _ s•1C i xG ' �l r-- Parent material(geologic) Depth to Bedrock Set' 4- Depth to Groundwater: Standing Water in Hole: N A Weeping from Pit Face N !X Estimates!Seasunal High Groundwater N 1A DETERMINATIQN FtJR.SEASOI�IAY,HIGH 4ATI TABU .. Method Used. ,(� ,u OE f��C'dv.���� � Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs,hole: in. Groundwater Adjustment ft. Index Well# _ ..._. Reading Date:. Index Well level __! Adj.factor Adj.Groundwater Level, P +'RCOLAT�QN TES. Observation Hole# 1 3 Time at 9" I0 3-7 Depth ofPerc _ fay Time at 6" Start Pre-soak Time @ 0;'60 U Time(9"-6") 1 Z- End Pre-soak Rate Min./Inch A_ L 2- Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP R8kk VATIONiSfi It I�QC Holy:# Depth from Soil Horizon Soil Texture I Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. isi c % vel [o 31- DEEP:OBShR.VATI(]N HQL LOG I :ple #. Z . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) I (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o ° Or avol) /2- ,�} L S 1,L 3/3 3 q g �5 /via -1/6 9E,E .:;QBSE t-QK QL1 i 11QS7 . : Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.to Gravel 61 � -4 DEEP�BSERV.A.TION HOLEIO.G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stone_$,Boulderes. Consistency.° Gave !Z- A 30 S LS tis/� f� i (T o od Insurance Rate Map: Above 500 year flood boundary No Yes x Within 500 year boundary No X Yes Within 100 year flood boundary No k 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? Y &-S If not, what is the depth of naturally occurring pervious material? Certification I certify that on �/ /�/�`� (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 trainin , ertise and experience described in 310 CMR 15V31,0 017 Signature _ Date U/V No. r Fee 4M_ 1V_tQPjk4f�?M THE COMMONWEALTHOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye I application for ai.9pozat 6pgte C9 tr ctio ermit � n tin Lo N1,`�'(� COPK, M°]� � � Application for term�Co Coruct( ) Repair1)' Upgrade( ) Abandon( ) Complete System Individual Components Location Address or Lot No. /26&eq-J Owner's Name,Address,and Tel.No Assessor's Map/Parcel 99- TPW-174 �® /to, Installer's Name,Addre s,and Tel.No. 9941 ��p! igner's Name,Address and Tel.No. 8'�'A' ` Se,YQ i34G� s v-w�Y�a,�x,G �,. / Sae-Y.2�5 9Z ,u, �v36�r,.S �+o o Z6 � Type of Building: Dwelling No.of Bedrooms Z/ Lot Size %>0 Z.�r, sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ZKO gpd Design flow provided gpd Plan Date /YiQ'y 3., 7oo7 Number of sheets / Revision Date Title SrrrPL:4uv /�>a /�yrym�rs �u�7 . wic.�-ice Swt�7 Size of Septic Tank f.5'b6 Type of S.A.S. 644^f1Y110V6 e5AP"4,o4„S' Description of Soil 0-16 SA--a /6-3S S.o•-_n ,F32/Lp �t,p;D/�j� cioyyJ 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 Co and not to place the system in operation until a Certificate of Compliance has been issued by this Boa of H�A. ealth. Signe A 92Date Application Approved by Date i 107Application Disapproved by: Date for the following reasons Permit No. Date Issued 0. AV, / 1 /�^ �/ Fee ���/// THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for tt:gogar V.5temc Con�tructio Permit y J. � (vr\ .r vJ'"1'^ «��.c �� M��r( l�rtc( 1, �J/iy Application for a'Perni fo Cotlsfruct O Repair(�) Upgrade O Abandon O 0 Complete System ❑Individual Components Location Address or Lot No. /Z,;Qo �p/S •�j � Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 099_2) ` ArAl /JGj3UX /C/E A/LobS f��Lid Installer's Name,Address,and Tel.No. ' f rr`, Desi ner's Name,Address and.Tel.No. vo.,.�.ovt,o �•� Mo 0 Type of Building: r Dwelling No.of Bedrooms j Lot Size 177i Z S sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) {` Other Fixtures Design Flow(min.required) Z/-//rJ gpd Design flow provided gpd Plan Date /Y43e 3, 7_007 Number of sheets. / Revision Date Title S/7i�/°L/J'� ,���G NS 41 ,V Vl S Aug D /,,le&/,4^ S w!T Size of Septic Tank /$'QG Type of S.A.S. e1$,g7ij`ro6 < Description of Soil G/6 42 4M>' SAS /6-3S L tro.c+y S,a• S%/LD �t,/ p�/ir� ki j Nature of Repairs or Alterations(Answer when applicable) r 1 `I ,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,Cole and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. *; Signed�&ru' j ,� /? _ ,..,_ Date Application Approved by 1� `:. �, T� �AC/1� ,Q_ . _� Date Application Disapproved by: w ✓ P Date for the folowingeasons v Permit No. ""' Date Issued: 'k ------------ THE COMMONWEALTH OF MAS& CHUSETTS JBARNSTABLE, MASSACHUSETTS� Certificate of Compliance _ THIS IS TO CERTIFY,:.thatahe,On-site Sewage Disposal System Constructed (✓) +paired ( ) Upgraded ( ) Abandoned( )by at. has been constructed in accordance with the provisions of Title 5 and the.for„Disposal System Construction Permit No. L2 — C?""dated Installer_ t lj (, V( (Wt t, , I 1 Designer #bedrooms Approved design flow' f� gpd The issuance th'? ertni AaLl ngt'a construed as a guarantee that the systemw�illipction as designed. M � _ /�`�/ Date Inspector No. � —————————— Fee T THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwigoar *p5tem Congtructton Permit, Permission is hereby granted to Construct (�) Repair ( ) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title��S and the following local provisions or special conditions. Y Provided: Construction mmus.1 be olnpleted within three years of the date of this ermht r' Date J U / / A roved b f `Y ( I PP Y vu �. V 'Town of Barnstable Regulatory Services g y vices , w Thomas F. Geiler,Director BARNSTABLE, 9q,A MASS.: �0� Public Health Division Thomas McKean,Director 200.Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: c1 Z 9 6-7 Sewage Permit# ` a©a Assessor's Map\Parcel Designer: Address: 2— C,A Address: 0 a Tell�llle k On r ce 0L ec was issued a permit to install a (date) (installer) septic system at /6.7® #Y4,u ,S ,2�, based on a design drawn by (address) l dated 3 67 / (designer) I certify that the septic system referenced above was installed substantiall 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 than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. ESN 06 �7& �o STEPHEN $ A. 8 Kos =� (Installer's Signature) CIVIL 461 at � (Designer'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:\Septic\Designer Certification Form Revised.doc McKean, Thomas From: Schlegel, Frank Sent: Friday,August 24, 2007 2:35 PM' To: McKean, Thomas Cc: Childs, Barbara Subject: UPDATE; 1670 Hyannis Road, Map 299 Parcel 062 Hi Tom, I just got off the phone with Mr. Swift who owns this property. He informed me that when he came to your office with the building permit application, he spoke to people in your office. Apparently, he convinced someone there that it was cost prohibitive to connect to sewer. So, he said that your office approved the septic without a variance. Since this is your office's responsibility, it would be of great help if you could at least send me a letter with your letterhead stating that he was not required by your office to connect to sewer. That way, when we run lists to notify abutters that are not connected to sewer, we won't ask you to notify this owner. Please fax a copy of the letter to me so I can attach it to their files in my office and I will fax a copy to Barbara Childs at the plant so she can flag that account. THANX, Frank 1 McKean, Thomas From: Schlegel, Frank Sent: Monday, August 27, 2007 11:35 AM To: McKean, Thomas Subject: RE: UPDATE; 1670 Hyannis Road, Map 299 Parcel 062 Yes. The sewer is in the road in front of the property. The house was moved to the back of the parcel and the property contours are such that the owner would need a pump station. Dave Anderson said it would be costly to make the connection. The owner said he asked Health if the two new parcels could connect to a single pump station. He said that since Health said no, it would be too costly to reconnect, hence the septic approval. I was a little surprised he didn't get a variance. He said he didn't have to apply for one .since Health gave him the approval to install the septic system! Thanx, Frank -----Original Message----- From: McKean, Thomas Sent: Friday, August 24, 2007 4 :38 PM To: Schlegel, Frank Subject: RE: UPDATE; 1670 Hyannis Road, Map 299 Parcel 062 Does the sewer line run in the street directly in front of this dwelling? Yes, No? -----Original Message----- From: Schlegel, Frank Sent: Friday, August 24, 2007 2:35 PM To: McKean, Thomas Cc: Childs, Barbara Subject: UPDATE; 1670 Hyannis Road, Map 299 Parcel 062 Hi Tom, I just got off the phone with Mr. Swift who owns this property. He informed me that when he came to your office with the building permit application, he spoke to people in your office. Apparently, he convinced someone there that it was cost prohibitive to connect to sewer. So, he said that your office approved the septic without a variance. Since this is your office's responsibility, it would be of great help if you could at least send me a letter with your letterhead stating that he was not required by your office to connect to sewer. That way, when we run lists to notify abutters that are not connected to sewer, we won't ask you to notify this owner. Please fax a copy of the letter to me so I can attach it to their files in my office and I will fax a copy to Barbara Childs at the plant so she can flag that account. THANX, Frank 1 McKean, Thomas From: Schlegel, Frank Sent: Thursday, August 23, 2007 11:11 AM To: McKean,Thomas Cc: Burgmann, Bob Subject: Map 299 Parcel 062 AKA. # 1670 Hyannis Road Hi Tom, Did. you ever find a variance on this property? It was connected to town sewer and -got disconnected when they moved the house. I understand from Dave Anderson that it would be costly to reconnect to sewer so I would imagine the owner was granted a variance because they installed septic to the relocated building. I need a copy of that variance or an explanation why it didn't need to reconnect to town sewer for my files so .we don't keep asking you to send notice to the owner ordering them to reconnect! Thanx, Frank 1 McKean, Thomas From: Schlegel, Frank Sent: Monday, August 20, 2007 11:09 AM To: McKean, Thomas Subject: 1670 Hyannis Road, Barn. Map 299 Pcl 062 Hi Tom, This building was originally connected to town sewer. It was disconnected without a permit and the building was moved to the back of the parcel. Dave Anderson is working on getting the disconnect permit. I am currently investigating the description of the land. It does not look like the town maps on the subdivision plan and the deed is inconclusive. Once I get it figured out, I need to determine if the maps need to be changed. The real reason I 'm sending this email is that the contractor installing the water service came in for a road open permit on Hyannis Road. He informed me this new building location is getting a septic permit. Why wasn't it required that he connect back to town sewer if it has frontage to Hyannis Road? They are claiming they own the property out to Hyannis Road. I've yet been able to prove that after the property was resubdivided. Is it their claim they no longer have frontage on Hyannis Road as the town maps show? If not, were they granted a variance from the health dept.? If so, could you fax a copy to me for my files so we don't keep asking you to send a notice to connect? There is something strange going on with this property and I hope to get it straightened out for .the record. THANX, Frank I 1 1 f t a f� or y I i 1+i ' "t 99 s S C i ♦ i a i Legend Road Names 299005 - #1685 , 299061 t t.Fr 4 # 8f r , ,1 5�: AA 0 2980 0 an gqr�� _ vim aw. 21, Mp ❑� .. t fill Map printed on: 12/18/2019 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 0 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. 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I II EXSTHl9 PARTPT10M3 TO Re4Arl, ;, I; L a" EXLSTM PARMOM TO BE REMOVED:-''-_-- i MTa G PARWMNS TO R84Aft !I gyp•; NEW PARTTIOMS: I I I MMTMp PARr"OM3 TO BE REMOVI= PEW PARTMOMS i VE "VERRY H FT1.D =\ VIP VERF^(INFELD A-9 M IMT WIL aoLlAR POWERfiD amiaw aN00M,PL.00R CGLJIG aecor®PLOOR CCLHG Q . WIDOW { I � - - - - aec m FLOOR Fwwm - SECOM PL DOR FrllaN s =. _ FMT FLOOR CELJ" - .FWAT FLOOR CBLl10KUM oa - _ aoFTtST FLOOR F;#a 4 FR9T FLOOR FM9F1 _ . r�----------- ---�--=----1:.: - , .. - _. - . I I1 r------------- 7-------"tl - `L--------_—_ ----�•---.---J' s., _ ,�L` - - I L_______________________. LJ J I r , WEST ELEVATION: NORTH ELEVATION: J -SOLAR POtil6�New ADDITION haw FLAT ROOF IXTOi310M ' OF mmTm DOG DOWdGRB - - SOLAR POWAt®SKYL S#T - - -_L , - - - - _ ____ — ______ __—__ _-—_ _ x a6CAl'O PL,OOR CC3J'IG . aBL01'O FLOOR CEaJiG � I I _ id .:�V a!'COI'O PLOOR FX'llall EB FMT FLOOR F�ON TE FIRST P{.00R PKW ",� MA"MR1AL. NOTM- r SOUTH ELEVATION: ROOF: NEW ROOF SHOYGLES(`SHOW"HATCHED)SHALL BE'ARCHRECT'SERIES BY . 1. CERTAINTEED,OR EQUAL,COLOR TO MATCH eASTPIG SIDEWALLS. _ ---- NEW WALL SHOYGLF3(SHOWN HATCHED) BE bJHTi'E CEDAR.RaR,6'EXPOSURE, ----- _---- - J _ --- J WInDOWS SHALL BE HARVEY,'TILT WASH,WITH SIMULATED TRUE Mead DrvMED LIGHT WINDOW FRAMES SHALL BE WHITE PVC.ALL ND A 8tJ1B SHALL W WHITE. SASH A MU"TOYS No Pj DOORS: E.I THE SLDM DOOR FROM THE MASTER BEDROOM MAST ELEVATIOM SHALL BE o �, EXL9TOYG HOUSE WMTM PEW ADDITIO" SKY SHANDERSEh OAL BE VELUSERMa CXOI O VCS-2224,SOLAR POWERED SKYLIGHT. TRIM: ` ALL TRIM TO MATCH EXISTRIGPAMTED WHRE RAKES SHALL BE 4X6 a 4X&WOYDOW AND EAST ELEVATION: - _ - - DOOR TRIM SHALL Be 4X6 SEE AND HEAD CASNGS,ALL.SAVE BOX SOFFITS AND FASCIA_ - � - SHALL MATCH exlsTnYG. MISCELLAPIEOUSt Ow\YUf4 AO e GUTTERS AND DOWNSPOUTS SHALL BE ROLLED ALUMOYUM,COLOR WHIM o MW FOUNDATION UNDER MASTER BEDROOM WNG SHAM BE POURED CONCRETE. MOLBOT NO. s.0 w. T PATCH SMTM ROOF awrxm Es wom MEW 324GL U 3HWT ROOFMG IB I5TALLl9-RrIAR { - .r J <. -. RUM MEW 8I'IGLE SHFLT ROOFMG w LA'47ER - O I OUPOWs OF NEW ammo=AMC L/'ID= - •. - _e' _ -t - - �.h.. _ - CHMfSY FT1101RIG TTPLG/11.I EW RI.AT ROOF , r •tARWLL"Pi ADH1!!!IIItED SMGLL&B:ET ROOF71s - AT Fi'IOI®D SPACES OVER MEW BATH - • FOOT TO GVI'1T1t. s � . ;- ,.' •47W sTRAPPJiE•AT�FT0.11ff9 DPACF6 -' - ''-. '..•.. .. - .. •• ... _ _ _ _ _ .•i/S'GWB COMJIS-AT PItSLM SPACES r•''' op COMSTRUOT MEW 2X1 PARTITICH AT MORTM - •... WALA.CP II®ROOM NO"UPPORT WO OF .. WOM STAR HAJ _ 6-ASHG DOG'OP FLIO _ N 41 9LIOWM OP Fi.0OR PWI `. : :. i - ., '_, • - -, a - , , , _ MEW wwra AWiMM GIJrnma AM „. DOWPL7PDX43-TO MATCH EA.STM n n n . ..- _ ZAVr BOX AND TRM TO TO MATCH ExI9T9'IG _.. 9ISXI PLARE II' -, 'I1 - ." .. ..-. -.. . _ .. .,. •. .. .,_, .. �-' - - ' , Trr+c.u,rtW CXTMWOR Wnu. H H H ... • GYP WALL - - fl - n II u� n : - ' - g/y pppRp A7 Fi'41L8'.D SPACED - _.: -- _ _ _ _ 4R13 RODE .. -.;:a •.SXO CIC • -. .- ,q": - •O'LAYLRMt- N S - I. - - _ - .. 9A CLP R/P7S9•% C.OFY OMB TYPIGN. EM PLTGfD-ROOFB F AT FISHM SPACE OC _•;+..._ : y "AR'OULDRIG WRAP ',•MEW!O YEAR' ASPHALT - - •WMR.CL9AR SMI6d.Es6'EXP- I I - - I I 11 I I _ - -Ur CM allEATHM WAY=s B AMC .- < 4M L CSLOPE RICK 1 •YMO1T - - - - •S/O CD.x-70 C•SLG am EJ arms TROOPM CL03ED1URETHA M Bisli.4TIOM w urx� O MSTALI�D @i -0 LAYERs - - _ - -- - _ _. - _ PM1T— M POPLAR TO • • CC .- SYA COLLAR TSrs CASED _ - - RAPTTRS 4Y S ^. i OP MEW WALL SFRI®LES_ 11- .I I �_ l l .I I - _ - - SX�O -_ _ - 71'IG GRT AMD L 11 . _ ,.._ , +a :. •O/C GYJB CES.t'IG .- - `',e - TC6MSTA{.L OI'IL'RAPIER EACH SOE� _ - - :. .-11 •: is I i`I I. .. .. II ' .:.e s ': AMC TIROLA•3i BOLT WTH FOLK _ SLOPE ROOF STRUCTURE WW BOLTS W/,P WA04EM M WHITE AUM GVTTMS t. - = - •m; "• :.. ,-. .... � � I. '-.II `- II '_`II. -.ll. ..., ,. :. AMD OOWMBPOU78 w _ .. - _ e } ". MEW 2-M HYAOCM W/W COX . . .. -.c -.. .. E,AVE SOX AM TRIM TO _ _ - ,-:r•. Ft1.lR AT f�IPAMC®BTAR HA" _ _ ' r _ MATCH E%ISTT1® - s -. O HAI'DRAL,•HO ONO 4K ,- _ - TTPIGN.1•EMI GXTLRIOR wN.L� . ^ .. sILGCTED ` - 0080 BAL.USTERs 8ET CM ' _. :. -., •B/O'GYP WALL , t e - •SXO STWS OW OC •4/,P T.I.IODTs AT�'OC ' 02GRE8 AMGLE ' - - - - QSCAWBIG NT'OIXJI - •ISLSrLTIOM} - -'.1O4I ML•WC11.W/ c - _ y • 6 VY 8'KRAPT.PACCDGLgD Rr - IIRA,P'r PA®►ISIi.A IIRAF7 PACe9 MOTALJiD .. BEVELL,'D CAP --',-. - •TYPAR'BLA-CM WRA1P - IVA LaOOM W/Vr HLTI BOLTS - _ C ` - _ .•W M C®A_R SLIMGLEs-O'E%P n _ ..- -. �L�DGpER ._.. MOM STAR PAATs AM'CROMM Vtl1rAB 'OR EQUAL. - _ MAT01 WSTp}MGMEAAl AL10M VERTICALLY FF WITH RmTm n .. MEW 2-m HOADERB AT _ _ - " S• - - WAr®ED STAR HALJ. — — — j - �/4 ROl•®BRAOS:TT� 1I/ I PT V " 8/C GALV T/OILOXOC 00' DCL.T NO, HAMCRAL - - - BACKFLL-FCLROATIOMM/ MORE TRAM L"FROM!T® 11401 POSTS - - - SCJ.Wr C.OMPACTW F4.L - IgR1rA4E'OR EaIAL '.a: .• 4W COMCRETB F=MATgM Ta • _ OP PLAT6TYPICAL WALL W/S 00 BAR!TCP w�x ar corlcReTe Fo0Tr+G -W/SX4 tEYW tKW LLAslJ'IOfT-STAR.W/2x9O TREADS APO B-0xR STRMGERD � • - _ or^ MOTE : - 7 RAT SLAB'OVER�DY Rm.Pm sm HOT - �VqP WATM S TAM s J TM OF MEW TO W ST'AR O SEGT ION: = $ ,/a,•F o -S AIR EGT10h: 42a� a **MG VWOa o3 N ACCESS COVERS MUST BE WITHIN 9" MINIMUM, INVERT ELEVATIONS DESIGN CRITERIA : BM. CATCH BASIN 6" OF FINISH GRADE -- l • ` 52 0 3 MAX/MUM COVER RIM-5e.49 INVERT AT BUILDING: 46. 5 DESIGN FLOW: q J FIRST 2 ' TO BE LEVEL MIN 2" OF PEASTONE INVERT IN SEPTIC TANK: 45. 75 4 BEDROOMS AT 110 G. P.D. PER f INVERT OUT SEPTIC TANK: 45. 5 BEDROOM EQUALS 440 G. P.D. INVERT IN DIST. BOX: 45, 07 i 4- DIAM PIPE LOCUS INVERT OUT DIST. BOX: 44.9 _.._A/ ROAD NO GARBAGE GRINDER J R EXISTING DWELLING � 12 ' ° 1 44.9 s �° DOUBLE WASHED STONE y r0 BE MOVED TO THE 46' S REAR OF THE LOT 45. 75 < GAS 4 7 $ 44 8 42. 3 INVERT IN LEACH CHAMBER: 44. 8 / Al ~.` BAFFLE-1 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 42. 8 SEPTIC TANK REQUIRED. J P 440 G. P.D. X 20OX - 880 GAL . } � I o°° D-BOX W/4 STONE AROUND, 12. 8 'w x 33 1 x 2 •d ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL . MIN. tr( sFo �._ 1500 GAL 1 SEPTIC TANK OBSERVED GROUND WATER: N/A I 'ems L Iry \\ 6_ CRUSHED STONE OR SOIL ABSORPTION SYSTEM REQUIRED: : ti• v� �� f BOTTOM OF TEST HOLE •4 37. 8 COMPACTED BASE DESIGN PERC RATE C 5 MIN/INCH PROFILE .' Nor TO SCALE SOIL TEXTURAL CLASS - I ll EXISTING GARAGE EFFLUENT LOADING RATE - 0. 74 GPD/SF TO BE DEMOLISHED 440 GPD / 0. 74 GPO/SF - 595 S.F REQUIRED PROVIDED. 2-500 GAL LEACHING CHAMBERS W/4 ' STONE AROUND. A 606 S. F. L OCUS MA P 606 S F x 0, 74 - 448 G. P.D. FMO '\. - - CESSPOOL 60 G TO BE REMOVED PORTIONS OF EXISTING DRIVEWAY '- TO BE REMOVED � .. _` _ _ _` -... - .. �•• � 1 - 6y, '06 E I 42 - - -.- N 88.31 sg F 1 GENERA L NO TES I . THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 3 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET, SEE SITE PLAN, 7, BEFORE CONSTRUCTION CALL 'DIG-SAFE- t' (52. Sp V 1 -888-DIG-SAFE AND THE LOCAL WATER DEPT. s'6 • r _ __ _ 4►� 3 ALL CONSTRUCTION METHODS AND MA TER I AL S AND FOR LOCATION OF UNDERGROUND UTILITIES. �� q. aP ` +� ``< �TP.I MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE N 71 BOARD OF HEALTH REGULATIONS. DESIGN ENG/NEER TWO DAYS PRIOR TO CONSTRUCTION 4n 12Lw OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE ' `�\ 1 /50o GALLON 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER CONSTRUCTION INSPECTIONS. 1SEPTIC0 GALLON AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER _ L 0 T 2 REcocArED 22. THAN 3 ' IN DEPTH SHALL BE CAPABLE OF WITH- 9. NO DETERMINATION HAS BEEN MADE AS TO _ -- -`w_ 12.8' ____ .___ _.., .__. _ FOUR BEDROOM TP.3 - STANDING H-20 WHEEL LOADS, COMPLIANCE WITH DEED RESTRICTIONS OR ZONING J sx,4p UPLAND : 73882 + S F. DWELL I NG REGULATIONS. IT SHALL REMAIN THE CLIENTS ��QC J WE 3343 + S. F. TOF-52.0 O 5, ALL SEWER PIPE SHALL BE SCHEDULE 40 OR RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL APPROVED EQUAL . PERMITS, VARIANCES ETC. FOR THIS PROJECT. C�'yF __ y /'. TOTAL 77225 + S. F! 10 D-BOX _ TP04 _ 2-500 GALLON 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED l 0 1 T SHALL REMA IN THE CL i ENT 'S RESPONS/B/L I TY ��-_ I t LEACHING CHAMBERS PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL TO HAVE THE PROPOSED BUILDING FOUNDATION -__ , / P STONE AROUND wi4' - 50 J9's DH IN BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE DESIGNED TC ACCOUNT FCR Tyr FV: c- GR40,c WALL Nor IS MORE THAN ONE OUTLET. AND SOIL CONDITIONS AT THE LOCATION OF THE -�0°' FR - FND 1 KETLgAD PROPOSED BUILDING. I - \ I 32• " SOIL TE'S T P I T DA TA cBiDH I ND I CA TES �_ I ND I CA TES FND PERCOLATION = OBSERVED . j `- W W ' TES T - GR01 NDWA TER P1I639 x, TP +�'I TP 02 TP 3 7TP- ORPROPOSED DRI VEWAYIZON TEXTURE COLOR HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 0. HORIZON TEXTURE COLOR 48. 3 `\ 0' 50. 6 0" 49. 6 0" - 48. 7 A LOAMY 10YR A LOAMY IOYR A LOAMY /oYR A LOAMY IOYR \ 8 \ \ SAND 3/3 SAND 3/3 I SAND 3/3 SAND 3/3 16- 49. 3 /2- I- 48.6 l 6 - 47.4 /2 47. 3 B LOAMY IOYR p LOAMY IOYR a L OAMY IOYR L OAMY IOYR a p FAr TL SAND 5/8 L7 SAND 5/8 SAND 518 SAND 5/8 IV 32' 47. 9 34' 46. 8 35- 45 8 30" 45. 8 = '� , I /� / LOAMY MED IOYR C / LOAMY 2.5Y l+ MEDIUM IOYR C / MEDIUM IOYR + \' \ ti � l SAND AND 6/4 SAND 5/4 SAND 7/4 SAND 7/4 STONES COMPACT COMPACT o \ °4 4 M/N/IN C2 MIN/IN \ C2 LOAMY MED IOYR SAND AND 6/4 STONES BVw 12 END t•- - _.. / NO WA TER NO WATER NO WATER NO WATER I 120' 40.6 120 39. 6 120=-� 38 ' i 26= 3 7. 8 BVw I; vw /o DATE: MARCH 8. 2007 --o \EDGE\OF WETLANDS ATER 4/?0/04 BVW 9� TEST BY: STEPHEN HAAS WITNESSED BY: DON DESMARA I S A 66 Og j, ��_ s° pH IN wAL L 3>.� �\ FND BVW 7 9IO (HELD) S / � � L A / V 0 � L A / VD BVW6 / 670 HY�I /V/V / S ROgO cBNor FND �� +q\ evw s rF4, ,4 R M S TA B L E" , "A RREP,4 RED FOR -' ti 660 � f��tios LEGEND 44 evw 4 P O BOI, / 08 BA .R/VS T, BL E , "A 0263O w+tlT�•c3 ■ CB CONCRETE BOUND -� �� \\ BVw J -W CtYtL `. lk0. 28t�1 WATER LINE PLO.35161 '�. `�QFSt�'t o' rt i� ..__ B vw I S C A L E / - 2 C /✓1�1 Y 3 2 O O 7 V HYDRANT .� IS?E tiN� \ G I \ �. --G GAS LINE ,��t�'`;' �-''�_= .�:• � -� \� g 2 3 Route 6 A OHW- OVER HEAD WIRES �3/ „ 7 ~�� / evw z --- � _ # LIGHT POST �I•/ Y a r mo u t h p o r t M A O 2 6 T S -E UNDERGROUND ELECTRIC LINE 5 O 8 � 3 6 2-8 1 :3 2 -T- UNDERGROUND TELEPHONE L l NE ((( DISK FND HELD! ( 508 ) 432-5333 -CTV- UNDERGROUND CABLEVISION LINE + 40. 4 SPOT ELEVATION -40- _• EXISTING CONTOUR `\ JOB NO : 03- i 3 i F!E' D .CFW/EEK CAL C: SAH/CFW CHECK: CFW DRN. 5.417' n PROPOSED CONTOUR 0 to 20 40