Loading...
HomeMy WebLinkAbout0171 HARBOR POINT ROAD - Health LA-� hTI' ROAD,; ,"arnstable 352020 ' , 1 „ r TOWN OF BARNSTABLE LOCATION /,/ A h,p J SEWAGE# /,2 7 VILLAGE Cry,,r y ASSESSOR'S MAP&PARCEL P, - (� c` INSTALLER'S NAME&PHONE NO. � `� �S �jw� e SEPTIC TANK CAPACITY SJ P av} LEACHING FACILITY:(type) /1-2o SOQr Cs/lawClakrEs (size) I It.J1 y,q,2_ 2 NO.OF BEDROOMS OWNER PERMIT DATE: �/&e,,jiy COMPLIANCE DATE: Separation Distance Between the: v�Perk 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 20rl)r z �csVt —31 y D — 3' 1 ` 1 BOOT ;Zkoo v� �• " ac r SO No. / Jm THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:s� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplita.tion for Vsposal ,pstem Construction permit Application for a Permit to Construct( ) Repair(✓Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /1/ *r 6V a 1•✓k ;Zd Owner's Name,Address,and Tel.No. Assessor's Map/Parcel S Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �o�aSlc.s h PJ wa N� .5-CY6-i-100-7 5Y1 e.vs j<,. a c c-; -S (f>a✓icS �l -�/77 -5 3/3 Type of Building: Dwelling No.of Bedrooms 10Y Lot Size 109, S-S sq.ft. Garbage Grinder( ) Other Type of Building koL,S�e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 6-1`/. %, gpd Plan Date Number of sheets 'L_ Revision Date Title Size of Septic Tank&5-,,j.vc Type of S.A.S. //•,2O T _OC2 GG/frn► Description of Soil 5er- ►p1r j Nature of Repairs or Alterations(Answer when applicable) i,y%,�c j /V e 9 S A S 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 of Health. d - Date S d-1 Application Approved by Date q , 4�---iaqrq Application Disapprov by Date for the following reasons Permit No. Lot t-] I z 7 Date Issued � 7P/N --------------------------------------------------------------------------------------------------------------------------------------- No. ' Fee ' THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: Yes ✓ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplicatlon for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 17/ 11ithel Owner's Name,Address;and Tel.No. c� vrd l.vt�llGn. �r.✓Y I - Assessor's Map/Parcel -'3 Sp. _-,xp c Installer's Fame,Address,and Tel.No. Designer's Name,Address,and/Tel.No. �rl�JSl&s A RZJ10—a T"c Sfj C - --100-7/$Y/ �N(/Nl -e .-5 WcIk5 500-4/77- 53/.3 Type of Building: Dwelling No.of Bedrooms Lot Size /01, $5-5'- sq.ft. Garbage Grinder( ) Other Type of Building 110 t> No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) H 1-10 gpd Design flow provided Sl N. (4 gpd Plan Date 3 /B/YL/ Number of sheets 2• Revision Date Title '"•,: Size of Septic Tank Cyr5 Type of S.A.S. /a•?O sp*j 4G &-j `h'.4",-5 y Description of Soil 5 P c p)c,.J Nature of Repairs or Alterations(Answer when applicable) l,0 S t c J� A)e w S .A . S y Date last!inspected: 1 i Agreement: ,! � I 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 of Health. 'l d e- /�- Date y Application Approved by Date 4 ' Application Disapprov by ~ Date .for the following reasons. Permit No. ` IZ Date Issued `( y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( � Upgraded( ) Abandoned( )by o5ks A 13 r ower I Nx- at /7/ 44/iyo✓ R�y h )?d l! mm G v►J has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoZO 14- ►Z1` dated 4(�9 7 j y InstallerZIIA)�Is A e-4c_ Designer vur �✓ vc Wry/�Cg #bedrooms `I Approved design w- q g a l gpd The issuance of this permit s be cobs ru d as a guarantee that the system w' 1 �ncion as designerd. Date Inspector ------------------------------------- ------------------------------------------------- ------- ------ ----------------------- No. I LI Z7 Fee' 1,06 � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pste''"� Construction Permit Permission is hereby granted to Construct( ) Repair( )�) Upgrade( ) , Abandon( ) System located at /7/ /Jg r&r Pv/N t Rol Ka,"M li t y/CJ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his//her. to comply with Title 5 and the following local provisions or special conditions. / i Provided:Construction must be completed within three years of the date of this permi. Date Approved/y Approved by j — — T NOZ/I/S I=bosW60090£=mddttuLdsu•XuIdsipwH/SuissossV/sn•aiqlelsuzugloumol-m vn m//:duu -Town of Barnstable r •P • ... � •'•.. • `. .e'.a .-.. ) .. — o-. p THE T �' °'��, : Regulatory Services "Richard V, Scali Interim Director BARNSIABLE MAS& -Public Health Division i639 Thomas McKean,Director 200 Main Street,Hyannis, MA F 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Forte Date: 4<&J Sewage Permiit,'�-; r,901 l-/2 7 Assessor's l%4apTarcel v 5 -2 0 Designer: -� � t � • Installer: Address; ss Address: On °Z`1 '` n , ,e \ was issued a permit to install a ( ate (in stallei) _ J �� l� �1-`'� based on a desi raNv - septic system at�'1 � }-��tr s • . • � d - by • (address) k dated 3 (designer)' I certify that the'septic system�refe enced'above was installed substantially according to the design, which may include-minor approved_ changes 'sucli as'lateral relocation of the distribution box, and/or septic tank'. Strip out (if=required) was irispecied and the soils were found satisfactory,. ' ,. }: .. •. ate. .. 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. Strip out (if required)was inspected anc :ne soils were found satisfactory. ; I certify that the system referenced above was constru with the terms of r -the IAA approval letters (if applicable) o`er G .' PETER T. c o WENTEE �- CIVIL -o No.35109 Installer's Signature) �0,e, °rssE�`�' �' PONAL r. (Designer's Signature) (Affix Desib er's Stamp Here) -PLEASE RETURN TO BARNSTABLE PUBLIC HEALTHDIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM A_ND AS BUILT CARD ARE RECEIVED BY THE BARNSTA.BLE PUBLIC HEALTH DIVISION. TILANK YOU. Q 1Septic\Designer Cei ification Form Rev 8-14-13.d0c Z 3o Z a2Ld a l spree ljmg-sV gtussossV TOWN OF BARNSTABLE LOCATION /7/ H a{� K d h fi A4/ SEWAGE #1 ' VILLAGE a rh rn A y 4 101 ASSESSOR'S MAP &LOT S 1Q INSTALLER'S NAME&PHONE NO.. S'yy SEPTIC TANK CAPACITY � 0 i/Z LEACHING FACILITY:(type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: 3- 3 — �G 0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by . a TOWN OF BARNSTABLE LO%ATION hli t L x f o r h fi SEWAGE # C'o - /�G VMLAGE ✓►'►M A�4! GI ASSESSOR'S MAP & LOT S 1Q INSTALLER'S NAME&PHONE NO. �, �f, SGi- 7'2 — O_%Siy SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS y BUILDER OR OWNER- PERMIT DATE: 3- 3— O O COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 i P No.Gv 1m tI Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pphration for Digpogal bpgtem Congtruction i3erutit Application for a Permit to Construct( )Repair(/Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. /-/4J/6VC/ 0,n r0V,. Owner's Name,Address and Tel.No. 07 08) 36 a —P6 LGcl�l�f� alb37 W;1hit&f j. �''�� ��Assessor's Map/Parcel ��� D ���� ��60,E ��, C! Q !� .Dr,1 .32 Installer's Name,Address,and Tel.No. u Rkw avh Designer's Name,Address and Tel.No. LC N k41,0 J j Type of Building: ,! Dwelling No.of Bedrooms `1' Lot Size d *72 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Y89 gallons per day. Calculated daily flow _5ND gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil JPP- 4A214V1'1-41 Nature of Re airs or Alterations(Answer when applicable)pai D L1 C2. r .J G� '9. /49" POA 7, 4 7- r 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 Certifi- cate of Compliance has been issu by this Board of ea h. S' g Date 3— Zo Application Appro e Date ,:9' Application Disapproved for the following reasons Permit No. Date Issued r ,:A Fee ' t r �. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: • 3 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(pplication for Migpogar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair(V Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. / A I/bov Pol�'ICA Owner's Name,Address and Tel.No. ;08.� _` 6 a _ F-60 Assessor's Map/Parcel �,_? d ,4 r/10 � p Installer's Name,Address,and Tel.No. u y�yl N Designer's Name,Address and Tel.No. U N&0ty'I Type of Building: _ / Dwelling No.of Bedrooms L Lot Size D) 72 sq.ft. Garbage Grinder( ) Other' Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow S-YQ gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank_1, w- Type of S.A.S. Description of Soil %P�;Hav orz T14 Nature of Repairs or Alterations(Answer when applicable) /D 3 1 !20 0. lrP 5 a 4 r` '1" ! .v 0 7` 1940 t f Date last inspef ted: * i 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 Certifi- cate;¢of Gomplianceazbeerissu 'by is Board of ea h. Date Application Appro -r Date,!?Sr— Application Disapproved for the following reasons Permit No. Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of- Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded_( ) Abandoned( )by - at i+` as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated_ Installer Designer N. . r" The issuance o�jthi�permitshall-not be construed as a guarantee that the ystem-wil f9uqnc�ti/jon as�desig'ned. t / Y l Date �/� Inspector V i/fir _ ® ? 1 C V,f'-�-! 1.i �����1 ------------------------------V--------- F No. `V'��/ / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligpogar 6pgtem Congtruction Permit Permission is hereby granted to Co struct( Repair )Upgrade( don( ) System located at b 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 t. +may - Date: l `f � • �� Approved b -F 3 A c r 5)g�y, .�'� \ ,t t •t S s. DL'5t7=E � \ 448.3 i _- � t 1 1 1 \�'�� .+ .t .\' \♦ •\ , `) \ �i\l i�� I __ "�\'• \ \it t(� o¢� P it .` V I IJ 1 t e% f •y j i 2 Sfy WjF + 1 I ir' u7, ,} �d n t- + i j!!NL _ I 1 14 ` + / +. It .�' AL Ole Str'{erg A, 1 , 0 ID 20 30 40 60 80 FEET JIlivan Engineering' � ® srt�r rcre: Ow9r���3,t PO Box 659 �1��V° OSIPI- Wle, MA 02655 Inc. Scale 7 Parker Road J 40' "'uW48_3344 I-WI 1SB-3ir5 ray C}stervi!!e hlA 02655 Oaie " tccm. (SUB)�2O-3994 (508)4"'O—S943 faa �axW�aa�-ae.��c 03/AUG199 .. •� 1VYT 11 V1. ""I Ala&Iu Rll-- a to <.- Department of Health,Safety,and Environmental Services :Public Health Division . Date 367 Main Street,Hyannis MA 02601 BAMSMASLA MA98 F .9 3.0.6110) Fee Pd. /00:1 o'D �Ecnar'' Date Scheduled NO✓e/rlb,er' 02 i /•999 Time , Soil Suitability Assessment for Serw�age Disposal Performed By: SL)/I/ Vah c ihPeriitq•.ZnC iWltncssed By: !/ 10 q.410 I CA ;tdi & N1ZA XYOATAN Location Address 7/ r /r 4 KQ' � n ` Owner's Name flar6cr' �ai'nt %� . ... �it'J 'l � �' . Ck�nmQau/<[ Address /7/ U rn M1115U 1SC Assessor's Map/PFce.l: Mar 36a A reel ao Engineer's Name pe,4er S 0/h vae7 PE 6vn t.�rtiTt o A� NEW CONSTRUCTION REPAIR Telephone N Land Use'20M& Slopes(%) l0% Surface Stones `{`�ZtrD Distances from: Open Water Body �6 ft Passible Wet Area,t JrD ft Drinking Water Well N8 fl Drainage Way I�DAJCi R . Property.Line �1) -fl Other -� ft SKETCH:(Street name,dimensions of lot,exact locatlons of test holes&pere t e wetlands In proximity to holes) Ic 1 ti G P V 2?OS'Es O 1�s lS T 1c2t !�I ! t7 Eck' jai 17�O L rP' ram,-rHo ' 0 CAaPAGI�( OFT �. c�Si1aAG �.^-- ,_. Te-r 7 w , M Parent material(geologic) I EeM lr0 q L `off p"`J Depth to Bedrock 13:�)' `?L L9 's _ Depth to Groundwater: Standing Water In Hole: IV O A t E Weeping from Pit Face NO U E Estimated Seasonal High Groundwater Et, D ' I R1 NA1�UlY F S A QNAT�HXGI WA la t`1~A LIB . . Method Used: I6w r l o a �A- Xi 0-105TCiL-G �^ aY P I W-i�6aoS; WATT Depth Observed standing In obs.hole: 4"/A. in. .Depth to Boll mottles, c A4 152 in, VSros1CC Depthtoweeping from side ofobs.hole: A in, Groundwater Adjustment ft. n, Well N`?> Reading Date:_,_ Index Well level Av6 Adjr factory%2' Adj.Groundwater Level PEI2�OL��IUI�xEST pQte t 'cawe;, „O ' Observation l�t 0 Z Hole N Time at 9" 9b ��� 4 Time at6 , I�t 6 gj Depth of Pere nn nn • Start Pre-soak Time© 1• Time(9"•6") 's End Presoak RateMin./inch Site Suitability Assessment: Site Passed 7 S Site Failed: Ivt�_ Additional Testing Needed(YM) K Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant D M O S 'VATIONHpLI LnG Depth from Soll Horizon Soil Texture Sot[Color Soil Other Surface(inJ (USDA) •t3fonsell) Molding (Structure,Stories,Doulderes,. 1O' t2 1DPe lWt.�' Ll`lK.A/6 filj COt l �2 %�4i PUX 900 S�0 . CAto�l2 5�g s�- • ME9l-- uwe LA� C) DEEP OSI+RUATIOlr HALE LQG -= Hole 1'i Depth from Soil Hanzon, SoiliTexture ,- Soil Color Soil Othcr ~ Surface(in.) (USDA) u (Mvauefq Mottling. (Slructum,Stones,Doulderes. 0rayell :._ ~ U CJDRVA' {)N Xq . QIolo#: Depth from Soil Horizon soil Texture Soil Color $oil Other Surface(iit� (USDA) (Munsell): Mottling (Structure,Stones;loulderes ; DEED OBSER�AI©1�I HUQ_G ole`# .t Depth from Soil Horizon. Soil T ure Soil Cam: SOR Other Surface(m J NsDA) (MunseD} � '.faffr g (�trvoture,Stones Doulderes. o ^ram F*,f:.: .. x.: Flood Insurance Rate Mao: ,a j Above 50.0 year flood boundary No Yes r Within 500,ye it boundtsy No_ Yes X W.ithln 100 year flood boundary No Y, Yes I)_eoth of Naturally_Occurring Pervious Material' + "- xy -' Does at least fidur feet of naturally occurring pervious mitaial exist in all areas observed throughout the area proposed for the Soil absorption system? ' �(F_S Af not,what is the depth of naturally occurring-+pervious matefial7. Certification I certify that.on APQI t—"g5s-(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 g, pertise `d a lence described in 310 CMR 15.017, p Signature Date Town"of Rarnstable P# Departinent-of Regulatory Services - F Public.Health Division Hate 2� tb;qr 200 Main Street,Hyannis MA 02601 r bate Scheduled ' ,� Time Fee Pd, ����.cfc- Soil Suitability Assessment for Se D s o dial e4-ei MQi nk-e e S�- tS 2- f • Performed BY: � � Witnessed By: ( 0 LOCATION & GENERAL INFORMATION v Location Address l'7 1 Owner's Name W ,r k (-2q Address ec) 00 K B ZZ 37 Assessor's Map/Parcel: Engineer's Name NEW'CONSTRUUCTION REPAIR � Telephone# SQJ'`177 S :31D Land Use t�-2S-,JA.-V C,�* Slopes(%) (0 -a Surface Stones NOS Distances from: Open Water Body—,-i OCI ft Possible Wet Aiea l00 'ft Drinking Water Well�l iSV ft Drainage Way ft Property Line �� ft .Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) a Alct N6k JA olo9 11121 P9 ' 5t3�tr Ifei y, any ✓� '!"�� CD Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: ZU0 w- Weeping from Pit Face YV�A Estimated Seasonal High Groundwater Ze(o,,' 13 9 I TI,0— 3 DET_ ERM[NA,77ON FOR SEASONA T.,IIIGl����,T,I R TA�",LE - t �- Method Used• Depth Observed standing in obs.hole: __ _ In. Depth to still mottles: In. Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index.Well.# Reading Date: Index Well level Adf,factor— Adj.:dioundwaterL,evel .o PERCOLATION TEST Date 2- to Thne._� Observation Hole# Z Time at 9" 2'3 3 Depth of-Pere �P.d 7 Z Time at 6" )2'.S3 Statt Pre-soak Time® /�Z J Time(9"-611) End Pre-soak /2' Rate Min:/Inch. 7 Site Suitability Assessment: Site Passed '7L Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTlCVBRCF0RM.D0C DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Te#tare .Soil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones;Boulders; te` Gravel) S L 10 `(aI/-Z_ SL s 4, DEEP OBSERVATION HOLE LOG Hole# Z- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 8-3� fit_ to i2s� 3 -G Ct 51— to ✓L �"^� ton DEEP OBSERVATION HOLE LOG Hole# -3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste e to If2 s!� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones,Boulders. Consistency, y Flood Insurance Rate Map; Above 500 year flood boundary No— Yes 2L Within 500'year-boundary No_Z, Yes....r 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 throughoot the area proposed for the soil absorption system? — If not,what is the depth of naturally occurring pervious material? _._..�.�. Certrfleation j • I certify that on i t q r (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 requiredvaiqings expertise and experience described in 10 CNM 15.017. t� Onll?� Date Signature Q:�SEPT QPERCFORM.DOC No. THE COMMONWEALTH,OF MASSACHUSETTS. BOARD OF HEALTH Appliratinn for DispaAal Works Tonstrudinn .prrmft Application is hereby made for a Permit to Construct ( ) or Repair (''�4Individual Sewage. Disposal System at .............. •-•. . � ........................_.............................. .--_-...______._:_.......:...__- .........YY_ ...:.Y. I.o .Ca.a s -------••----... r Lot-No._••••-•-•••-•................. •-- O ner Address a f.. .- ..... .................................... .......AmIr.. -- .. ........ .... .. ................................. Installer Address Type of Building ' Size Lot......----------------------Sq. feet C) Dwelling—No. of Bedroo .....................................Expansion Attic ( ) Garbage Grinder ( )a p" Other—Type of Building ............................ No. of persons...:._...................... Showers ( ) — Cafeteria ( ) a' Other fixtures -----•----------------------------------------- . d .............. WWDesign Flow..........:.................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank Liquid capacity........:...gallons Length... Width................ Diameter.,..............Depth_................. x Disposal Trench—No.................... Width....................Total Length..................... Total leaching area. ...........sq. ft. 3 Seepage Pit No...../............. Diameter...4..`_........... Depth below inlet...`........ Total leaching areaA. 6.3..sq. ft. Z Other Distribution box ( ) Dosing tank ( ') aPercolation Test Results Performed by.......................................-.................................. Date............ ....:. ...... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2...............minutes per inch Depth of Test Pit.................... Depth to ground water......................... . a -•-•------••-----•.................. ..•• •• --•--........--•--------•-----•-•---------.._....................................................... 0 Description of Soil......................... U - ........ - ...................................................... •--•--•.............. -•-• - . W •-•-•------------------------------------------------ ----------------------------•-•------.-..... U Nature of Repairs or Alterations—Answer when applicable..._.."7..... .................. ..... I'll........................ ........................•-•----•----•-----•--.....----•-....----•-•-----•-----.....---------------•--...-------•---•------------..............------....-----.....:......---............................ Agreement The undersigned agrees to'install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL Uj 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issueY,Ae boar of health. Signed-------------•-----� ; ----------------------••---....._...-•----•--•--._.... .._..�-' Date Application Approved By-•-•--,-Ci --�- ..,.....-�•-•--- ' �L.�-v..^^,^�................................. Date Application Disapproved for the following reasons:....:::........:.................•-•----...---..............-----••-•-•----.....I...............---........_.._ ..................•--............-----•-•-•---•-•----........-----............------•--------•-----...._....--•-•-------•--•----•-------......----•----------•----............••----.........-•---...._ . Date Permit No......�..7 - S�a................._.... . f,%j Issued.............................................- ---._.............. ......_ .� - ✓...�. .-'�.w�l..�i.-"_L...- � � ...-.�.-.... �^�w.-..^na.+.-'..w.....-.w�.•.- , -» »-.:"....+r.-.+..�.......�....w•.t..r.ti+:.. �..h�....-.-.._.r.,� �C,..•.+.... -....,... �.,�_, -... ,.., . .., w.ti THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................O F���("..�.L.,N�...........--•-----:....------•--........ Appliration for Disposal Works Tonstrurti n Errant Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at• ............. L d re s ' oC-........-•------•- _T: 2 Location _, ..._. : ':...__............_- of Lot No. _._ .. .. T. . ... ,. , Owner " Address a ....`..�C.�..��-v - ....................................... .......�'t�.�,�t � . ................ ........:...... Installer ;Address ' Type of Building Size Lot............................Sq. feet ..4 Dwelling—No. of Bed rooms..........................................ExpansiontAttic ( ) 4... tGarbage,,°Grinder ( ) Other—T e of Building No. of persons..............:-:........... Showers f( ) Cafeteria ( ) --s d Other fixtures .......................................................................... •--......... -•----•-----....t........................ Design C� De ign Flow............................................gallons per per son per day al daily flow gallons. tic Tank—Liuid caacit ..........__gallons LengdWdu . Diameter..-..��....... Depth_.• DsPposalWidth i Trench—No..................... Width..........4.........Total Length.............::..... Total leaching area........•..........sq. ft. 3 Seepage Pit No...../.......:..... Diameter...(K . Depth below inlet....��...:::.: Total leaching area-"5.Z..!;,.a.sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by...................:... . Date........................................ a ,. Test Pit No. 1................minutes per inch Depth of Test Pit... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit...................... Depth to ground water........................ 0 Description of Soil.................................................................................._...-•------------........------.......------......------...._.........-•---------•••• UNature of Repairs or Alterations-Answer when applicable..___Ll_ .l/f......._ .!_- :�°�I J`"� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boar of health. �t Signed................. .7 ------------------------•--•-- ........................ Date ApplicationApproved BY........ J ..�..r:.. ......................................... ........................................ Date Application Disapproved for the following reasons:...............4........................................................................................... Date PermitNo..---- =-d� ................_...... Issued..................•---.............................._ Daft r ---------------------------------------------------------------------- -- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ ........OF........�? .. :,<+` ,.�)0-rr ................................... Trrtifiratr of Toutplianr bye.....THIS IS TO FY �'1��,Ind�vi � Sewage Disposal System constructed- (-• )•or•Repaired•(�/') ...j...............•---•-••-•-•-- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...R.. .......... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................... ^-r .: ` ,� ••---......... Inspector.............................. ....)............................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............OF..........P, FEEG"—...... W Disposal�Works Tonotrurtion Prrmit Permission is hereby granted....... ..c-. �/L•..•--��C�...........-•-•........................................................................... --- e-- to Construct ( ) or,�epair (v)an---Individual Sewag Disposal System at No..../ 2/.... . �. 11,E �/�bi-. ? � .................../`if Gc' .................................................... _. .... Street as shown on the application for Disposal Works Construction Permit Nof.. Dated.......................................... = .. ,v.. •, _ ... .� � •-.•-•••• Boardd o of f Health DATE-------------------------•-•--------•------..................._-•-•- LOPATION SEWAGE PERMIT NO. ZD0122Z aQl�� ,VILLAGE C I ALLER'S NAME&ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLI NCE ISSUED k ♦. 4 _�`�� �� , �� �� 1 ��. � �� . rya :� T �- T . Sullivan Engineering Inca 3 . 7 Parker"Road Box 659 Osterville MA 02 6.5 5 + Peter Sullivan P.E Mass. Registration No. 29733 Phone 508-428-3344 Fax 508-428-3115- r e-mail: psullpe@aol.com = ` November 2, 1999 Town of Barnstable Board of Health 367 Main Street ` Hyannis, MA 02601 t. RE: 171 Harbor Point Road, Ctimmaquid Dear Board of Health, Mr. Carey is proposing an addition to'his home at the above referenced property. Presently there are,,by Title 5 count, '4 (four) bedrooms. He proposes to add a master bedroom and eliminate one of the existing bedrooms to remain at a 4 (four) bedroom total. As such, I have evaluated the existing septic system per 310 CMR 15.301(5). To evaluate the effluent leaching rate, I performed a deep test hole and a percolation test P-9560. The evaluation shows that the existing system has the capacity to carry the flow from a 4 (four)"bedroom dwelling (with no'garbage grinder). I trust this'meets your present needs. If you have any questions, please feel free to contact me: OF r Very truly yours, F Peter Sullivan PE Sullivan Engineering Inc. attachments: Septic.Evaluation by Sullivan Engineering Inc. Perc Test P-9560 Septic Permit 8 7-2 5 6 As Built Card 87-256 Members of American Society of Civil Engineers, Boston Society of Civil Engineers 19MINJUT L. Town of Barnstable . P# 9 sw O �•. ,Department of Health,Safety,and Environmental Services r _ Public Health Division­ �.,� Date /0_7.99 367 Main Street Hyannis MA 02601 r ,+ )�^ w , so�cta Date Scheduled =No✓emb,er °Z Z 7 Time-, 9 30:/9rs) Fee Pd., /00.0V µ t Soil SuitabilityAssessment for*Sewage Disposal -'PerformedBy: SUIIl.VQh o9/'p'— 11�C.WitnessedByi ]/ Y '\102tar-ep f I,ac/TTa,�N GENItAI,IlvliOltMATION Location Address/71. Ra rlao� /'d/^nt Owner's Name��I/r��q /(gaF/7r�» C!./ nn I' -- ,;/7/ ffa�6or 1�o.irt�f, ,J G K'/7�/y�Q f Ls/d Address +,z'I C u m Meow riL Assessor'sMap/Parcel: m 35 P/(rfd° :. Engineer's Name�•Ie! SV//1 VCL47Pe £vAL0PITtor•-1 r_;, ' 1 NEW CONSTRUCTION REPAIR .Telephone# Land Use"2D►r E QC�tS7Et.aTli\C.' .Slopes(%) lQ% Surface Stones *LA.i``�Z�D Distances from: Open Water Body 2� `".. ft y Possible Wet Area.(5O ft :Drinking Wa[er Well NBkaR' Drainage Way JMwe fit'¢Property Line I it 'Other tt SKETCH:(Street name,dimensions of lot,exact locaiions of test holes&perc t e wetlands in proximity to holes} 1}4 G PuQGOS C-s i0- T*•*,is I�EcT� S i 1t0 L� TrT�cT� •y / Q ! a ,,. ,.. ..1,7r..��r•. AIDv+14-a0 b ITT Parent material(geologic)° 1 eM tro q 1. Moa P,.,�)., Depth to Bedrock ' 4-:X�I FL U s t Depth to Groundwater: Standing Water in Hole: IV O AI E- Weeping from Pit Face No"E Estimated Seasonal High Groundwater EL Jr'pO - DETERIIIINATTCJN F(?R SEAONAI HIGII WATER TABY, , ;. . Method Used l Ow r I)0 c �AAt�STASt_C b'r.Q PAY tt h1 t i c 6ao�.yD�Te^e Depth Observed standing in obs,hole: IJ/A in. Depth to soil mottles: o E in. US6s C.C- Depth to weeping from side of obs.hole: _ in. Groundwater Adjustment it., , ndex Well#Sri Reading Date:___ Index Well level-0+1UE Adj:factor C>^2'" Adj.Groundwater Level ..A— J. PERCOLATIUN TEST Datell TmeQ s ' s7 ' , Observation •-• . . . s Q Hole# �� O Z v. At Time at 9 Depth of Perc _� l D8 4- Time at 6" I D 6 Start Pre-soak Time t @ tg,' - 'qc) Time(9,.-6„) End Pre-soak Rate Min./Inch zyti 6 A� Site Suitability Assessment: Site Passed Y 3 +Site Failed; Additional Testing Needed(Y/N) a Original:Public Health Division Observation Hole DataTo Be Completed on Back Copy: Applicant t1 PEEP UBSERYATI(bN HOLE ,OG I�QIe# �. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ~ 0, 10 O � �oe�.wr koyt 3/3 o`fl v to_A? Lc�•N.w�� m 2 4!6 s_0 �0�112 5!8 c alsgc Igo (0 Ue-, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon _Soil Texture Soil Color Soil Other Surface(in.) ° (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. L1EEP B$ERYA TI0 WaitO Depth fro m Soil Horizo 1.n Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling' (Structure,Stones,Boulderes. Consistency-%Gravel) 1. t DEEP OBSERVATI011i'HOLE'LQG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % I t Flood Insurance Rate Mao: Above 500 year flood boundary. No Yes Within 500 year boundary No Yes X , Within 100 year flood boundary No Yes _ Death of Naturally Occurring Pervious Material L 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 If not,what is the depth of naturally occurring pervious material? Certification _ t I certify that on ARIZ1 L g5 (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 ltair►i g,�cperti�e -iencescribed in 310 CMR 15.017. Signature Date 11t Z/'99 = 10/04/99 14:11 FAX 5083828129 CCCB YARMOUTHPOR ,; IZ02 J Na. = �.. �- THE COMMONWEALTH OF MA65ACHU9E'rr8 BOARD OF HEALTH W.1 i7 A liratiatt for Disposal Marko .(jonatrurt n Vrrutit Applicauion is hereby made�for.Permit to Construct ( ) or Repair an individual Sewage Disposal syaeeos /7l-�Gd .!�.t`..��N r«w%: Ace..,. -------•- Type of Building Site Lot Garbs c Grinder feet Dwellfrtg—No. of Bedm.-M .2. »... - .»-»------Expansion Attic ( ) 8 ( ) Other—Type of Building ..._.._..... .�No, of persons....... ---- _. Showers ( ) —Cafeteria ( ) Other fixtures --- ».» _..___.•......•. . ° Desiga Ftow__... gallons per person par day: Total daily flow-.:...-..................................ealk►r+s Septic Tank—Liquid'eapscity-......_.gallons Length..._._-...__Width................Diameter......_.......Dep�th.Total leaching area_­ s............... Disposal Trend►--No.»....._-_-..»Width........,...a ToW Length ��_».-.Total leaching areaa`�...!9�T-••eV. Seepage Pit No-._--�...... ... Diameter_dw_- _....... D pth blownlet•.• Other Distribution bon ( ) Dosing tank ( ) .] Percolation Tat Results Performed by.._............_....._...._»............».»....... . a Test Pit No. minutes per inch Depth of Test Pit..•».•»» Depth to,ground water..... _...... JZ Test Pit No.2__...... minutes per inch Depth of Test Pit..........._.._... Depth to ground water..._...... .... .._ O Description of Soil_.-..... ...:......... ._..».."...� ....... ..»»»». .�... "... ....»......»»....� . ..-........._..._..........................................._»......_......_....:-.... �. -; ..� »... �. »_�._..... r _ Nature of Repairs or Alterations--Aaswer when applicable `� •••... Agreement:The undemigsed agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the pm-wons of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certifuste of Compliance has ban issued by a boar of health Signed a.�. _ _.....»»_. y ..- � Application Approved By».»» •� �.. -- •.» Applimtion Disapproved for the follotvinp rewunr:.. -•••• ' ,. ', - .. •........ » .. � _ ...» ....Issued. THC COMMONW[ALTH OF MASBACHU56TTrr BOARD OF HEALTH ,!Go1.•r..r�a^_.OF.........��,nen.....�ArlE•ti(�tL...•.,.... _... . fQrrttftratr of �Dut�[tntttrr THIS IS TO�CERT FY hat t Ind, 'dual Sewnge Disposal System constructed ( ) or Repaired bye»_.»__•-.»••��— �`�•�«..c.� .y.r..» _ »»..._.....• --»._..........»..».. » - _ M at"-" � -of The State Sanitary Code as described in the has been inst-1led in accordance with the provisions of TIME 5 application for Disposal Works Construction Permit Na ..;..A•;-:.............. dated........................................ THE ISSUANC! OF THIS CERTIFICATK SHALL NOT$9 CONSTRUED AS A GUARANTEE THAT THE " !YSUM WILL FUNCTION fATTIIS-F•�¢TORT. � DATE .... ....... :r: :...-.0.»��.•.•�--•...-••- • Ittepectot"' - THE COMMONWEALTH OF MA55ACHU8ETT5 '. BOARD OF HEALTH ............Or....•.....�;:...».,...r a:i�.� .'i.a:.... . ...•....•. .... ...... p )r »............ No.-4.?::.;.�/-, iatt Prl11�t lowpnia�al Morks �M_ tr= Permission is hereby granted :. f! _.. :G ._....................................._..................•.......•....._....�..» tier Disposals stem ' to Construct ( ) or R r_(�iJ'/1't• ivid + f yrtt �f _..._.. at No.-I-2 ...N�/ '�S'aCC1f�..1.1 ,1 " `s _.:.-••--bu:ei .. .............. _._ »__ Construction Permit NoJ- ; :�/:-._ Dated._.........._......... 'on for Disposal Works Co. .•.""�-......." as shown on the application posy t 10/04/99 14:11 FAX 5083628129 CCCB YARMOUTHPOR 03 �3i1a/1'jyy 14:4b �YJifwLCJ�I'J 3 LOCATION SEWAGE PEn=NO. VUILAGE ALLE '9 ANZ ADDRESS Gar -/2La4 W rC �_ RUMV R QR OWNER r ems. . DATE PERMIT'ISSUED �.- lp0o - I DATE COMMANCE MUED t f . Town of Barnstable P# Department of Health,Safety,and Environmental Services �1 Public Health Division Date • �� 367 Main Street,Hyannis MA 02601 BARN3rABIE, : 9a MASS. $' rE16.79- Date Scheduled /VO✓eMb.er oZ, /999 Time 9 3 O"Im-Fee Pd. JOO. eV Soil Suitability Assessment fog Sewage Disposal Performed By: j r1 C Witnessed By: 10 A�t) i LOCATION & GENERAL INFORMATION Location Address 171 /ya/dC� 2 h /2� Owner's Name GU r^11/awn Kq,4V N n &it /n m'?9-'4 Address /7/ f�a,rbor �Oi enJt / C U I'r7 MQ�L!ii(. Assessor's Map/Parcel: m 35� reel o2Q Engineer's Name re.-le " S U//1,Va4 7 P� 1`vALv1�Ti©r-e NEW CONSTRUCTION REPAIR _ Telephone# uOd- Y I.--33 y,y Land Use �z01 rl C Q E:51 V Slopes(%) lJ%0 Surface Stories '564_7 TE-,P_ D Distances from: Open Water Body �Z.Sb R Possible Wet Area. 15c) R Drinking Water Well 1VQA1�R Drainage Way_. �•pu C R Property Line 10 R Other --~ R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert t e wetlands in proximity to holes) �p Parent material(geologic) 1 Efm UO A L. M 0VLAw13 Depth to Bedrock G2) FL L) S y Depth to Groundwater: Standing Water in Hole: I1tJ&A E Weeping from Pit trace D LU � Estimated Seasonal High.Groundwater EL 5 tu6\1 P b TEI NATION 'OTt SE�SONAII MG :V AT'EIt'Y' 1I L Method Used I Ow U D�n�5�61-C 6Mc,ev`j �:Vtit t r c�c2. 6rro��vP W�i�IMv4P Depth Observed standing in obs.hole: " IA in. Depth to soil mottles: IkA o$-1 C- in. L) C.�s CC Depth to weeping from side of obs.hole:in. Groundwater Adjustment }t. ndex Well# SDk) Reading Date:._ Index Well level!��t Adj.factor O-2' Adj.Groundwater Level I'ER+COLATON TEST irate t b Trite tO Observation Z57 (r (� - Hole# Time at 9" O�� ' � Depth of Perc c „` ti — I E)Q,y r Time at 6„ I iJ r, ' Start Pre-soak Time @ 7 qC) Time(9"-V) End Pre-soak y �' Rate Min./Inch Site Suitability Assessment: Site Passed T£S Site Failed: Qc) Additional Testing Needed(Y/N) I V Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OBSERVATION HOLE LOG Hole#; Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. � .c DPr�•wE Consi ten, °o Gravel 1e,_4Z Lbw w t Lo`f 2 Sa N t c cogG L 5 �t t.T `�`F� ED Pr�c�TS Ile N.6v p DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(it (USDA) (Munsell Mottling (Structure,Stones,Boulderes. Consistency,%Gravel DEEP;OBSERVATI(�N,HOLE LOff :.� ....... M.Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) USDA n . ( ) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.% ravel AEEP OBSERVAI`ION;X30LE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistenc °°Gravel) I Flood Insurance Rate Map.• Above 500 year flood boundary No K Yes Within 500 year boundary No Yes K 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? �(ES _ If not, what is the depth of naturally occurring pervious material? Certification I certifythat on AM-I L 95 (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 g, pertise d e fence described in 310 CMR 15.017. Signature © Date f - r , C �� . I I I . I I i — I. T - . . .. I I . I - ll.�' 'd . . It - -,,..-,"'��, � I - , /f I I E �I I I � . . �I I 'A".--,, - � I � . , -�x� ,.� - I . �� . � . I � . - - , . -,", I . , I , I I I 1 .11 . . . , � . I 1 �,�,:�,���,,�,�;2�,�,�z�,,��:,!", . . . I I . I I . �. .4144"� - 1 '5� , . ,� I '.1. . . I �- .:� � ,4, a % roe r - . - I I :1 * , , - 11 I :1� I . F. . I ,� 11 11 , I � '. r 11 � � I I I � I 1. - ,I I - � -g- - I - .� - , � . " , ", - ,��,.', :-�.,.":., . , -- �j - e, . . I � . - �. I , .. I �I I 1, , " I I . V,� , - , I " , , 1� -;;',� . I « > rx Y � ,: " Tx}5 ,a CGCG,(IM. C{E'� aX Ir T 164 I4t� SLOW � 1. . • _ � , __ - r < , . p�f L . . . C 20'- NiJV/ tXl'�M7 `s� '9' 1� 2' . ..... -, :a - s, _ - . W k - _ - k i a. , > , r -. w� . 11, _ - _ 1.1Ng OF WAu. VWW�',_ -- . - - ; -�, , S•s: c�-1t��a > fT, Ir Xl�'�i WiNWYVS - 61N�w/2'o p �43'-5�la H -- - - F: . '�- ,. - -, N ti17 2'-2 - I Pt/�GF�w1.ANDe3 - -- , Lox �. — -'-, 3 #WVND WINDOW I d _ -. �'"O LzF�, t-4 . _ . • _ 2 ` L�af F..- ��IOP. /- : v �� .. — , -r. �:_ , �J�}/� a O .. j`{1/,.jam/' } G. 1. : i< -- ,: c., 4 4 lac M + ► xit'�t > PiM , ., r�..«�,,.� _ . . rt . r,.• _. t >. _ xk� ,', : i : k- ._ v r f� c :- - ..., a .,...-. , - .. _ _ .,,:. .x..,:.. .,-.. .... rT C " ,. t... .... ,. ;x - 5`... :: a,- .,a>.- _ ���••yk�,,'' , - 6 9r _ _ _�.,- _ w s :.y ,;41 - ��. t t -11:7 Ill ! .i •f S : "'i -.:. ..Tilt'®j ,.�IN(" •Y` - - L il _ _, _«__-� fuyD SIN{ a m, t w ! - � 3w % w , - t : m 70r. IN a � _: 61 fthTGi x :., ,: l�Ta6� f ,`- s ' l` n , �- P+GMOVFb AND GGD ,; _ - f :: . ,. ,. W. D�' TO WITH�-v I - � x -d ,. =a - . I dirt �' I ' . . INLZSWr {��ry�}+� *O P�Fi .:_, �'. Y R _ ,w, -. r - ... 1. . N( ' INtN/ V <. { tl ,nu-.,.,,;g .. -.- =.ram. `yam _ ... 1 _ " 1 ,. 4 _ ,., /-L ,_ a: ::t::- 'iw ,;.-s. <: .,s:, . .,.i, ,k :r. .r T T' ll' { An. .. r - 1- v,.:• .y* �, t ?. s.aP-. -'k ti-v` t..., k ^<•e:. �. - M '3 •,vN '�.a•,�.�����j,•�'��5.� P. +r r' -` _ . .. ,, . x` 1. .. , ,... ,m { >b... - . ,.s Ci. a+ ,.....v ... .ti- ..a.3r`1i<' .,. a_ U .x. •. _ `.2' `2 ? .*, as \, k r.. �.t�M t r 2i s .. :.:..s:,._' Y.:..v.x^ ..::'.s l .... a , : 9':;::cam,. i... ::,,c` .'Y., {h J < ._ _1 :...: s... 2 t s..ra, a'...mb * ..w" . ,' .:F:._:. :.,•:,, E.,b, 'se ,.,:a.. �� i,p .<.._ .-• :,,.. b. d "..._ -,:. R� , _.., _ ,.- -. .. ,�x'. ..."4.:f �'+_ .v. 1..J V 17:11`1JY�r ,k ,. 5,,_ _ ,. Np y .i , 11 -.. . .,a v,. 4e. ,.-,c,t-:,. .,.w. ; .c .,.. s .3.1 a.. "L? ::A,`�. , ., .. s'.d- ,. 2,.. ¢.r. , .i'w. �1„ ?, .a:M .:.-.. .'�,: ..._... < ...... .,:.,_ :1 - d`..-.. ,. -.x -r ,. ....z.Ik,_ .::.�_. ..!.R+Y^ rF,x % ,µ. { a . ..+••'wr ....a . n. ... : .. �..: - ... ..p.. ' _ .- r .... t ! sue. ... i . .x " _.-..<x v.,+�'..�,. "i y- : ;� � _ y P --..a...j+ n:....n. .v._...^G.- .,... .T... _:_.""$, r*•:.'� .a.. .. ..,w, ,} ,.,, ,y�'. ,....... .,.',S_".a.e.r s Ya'_. AA .., ( '. ,.r Y - .. ,-. ,� n . ' "X Wt... .. r;.aG .,sa ..f a 5... k 'w# :.',.,' ,' :_. , .. . -F :..,,.. ...L.:.:r, 1 ->.:a .._, r.,. v : ,. ..-,..3. .. 1. ,. ! _Nd,'"S vy„,f t „< ... .. ;.. ,,...,+7; r ,l.... a.x. ,w•...,.. ..dr.. ..si..tc?':.. Y""A .„ -e:.,"' '., r ':•..,.- :.... .a 'r , ,,, ._ _ _ : ,..-.: x,- �5- { j �F' rt ..x , ,<-.,t. ��r _ y: i_ r r(.r . : rw-_ "». ...,.Y .o-+ .v. L. .-. ..,, k. .x.- ,, .� _ a h. •,'`... , \f• '�'V.,. f .. ,_. _ s. R ,,_,_ :,. 4.. .r< .> a:_$:. ',._vm a ., " ....,..�:::., ,,,.... ►. ...., -.,. r .,.E:.r: .11^ ,£.:.,.:, .Y '^`•z':, _ ,k»'s .! z>:*� , 7 ,. , ., - Y7 ,....>. >,..:: ,....�,.. .y. eaf t., :� }..... a ,. yF.�., �"�'� , a t.s, r':a.-:..:pn,....a; -. a ,, .:.1 ... «. �1� -.. { q 4.•, s"�'- <S} V r' ,k _�.y, _ ,. ?�jj ke .. .;: ,,;'>- . .m.. ,. .. 1: :0.v .."'V rQ , kv, a R?. (� i ^ ._. ? z F-S".... ..,. " ._t .: .z. a7,_ .. _ ,zt'. ., f.. 2.-, ,.s. .. H 1K . ., r 5_ a t t ..r „ _ „ . k x:. --dr ,.. ... r. ,,,-_... 1 .. .' .... .. :, ...u. .. .. '. _ ,.r ,l._. 9 ..S tom...,.<. -...,. -.w::... _..• '.k� A,c ::r..tt. k.:.. -u f - .,..,..., a, _.. u, r., _ , , or. q a�•r K rv,... _ °% tt",. 1 .: 1. " t ., 9 «.. v ,.. a ,.,::x > ,. k ram,,. S :d x , .... ::.. ,F > e. s a , ::.M.2,.,... '".. ...,. ,, .. ..,; .r.a. ,.,. -.. -. , "s: .,::c t .<.:. 1v"£T. .r", n. _ .. ............ F,. x... .. 4.5 :.. W C. ,. .. .,-..r.. _ ,i...s _ 1 SL 3 °mod e, y. 3. s --,u .. .>. .a., -. ., -, ,u.. ., 'tin>: .... :. `.:-.: , .._:.c :.x..,"< .. _,. 4 +,v'F. r1 . iv. .,, , .,.. .::k. .-R'•'..x. .n,:.., .:.J- ... a .,..,: -., 42. '.,w.. .,". .. �. ♦ 1:. x:,..5 '� , v. .. , ... J. s-. 4 " i- _.,. a :._,... .,. � , .. ., ,. :... :: a .-„s t .r j -�'i, .., a�_,. .... rr_,-.,:, >+, .�a..z _-:.. ar , .;..,: -,...w : ... - b .,::. - .. _. ..,. '�A -+, h'r�... e. ,.3_..., 'S y: <. �ti::,�.,. ,t E.Y-4.k.. i. f. x Xa Y ,T'�" K 1, �. , . , ,. _ III :, .. �' :.. :: . ..,_,. .., a.:. .fix'.T..., c.... - : .. .i .,. ..-._.. " alta r N-. s.-I. � .. .,.. -P..w.: 1 t .,.. ,w"'•i.^4 d.a... _ ,1 ,.. ... ,.. a �`",. ..w , a .. a` :.. .. -�J.�. l Y 2 M:':'r.9. ,' ."Y ef:. :_ .-a <,. 1 :- .. - ......:a .r . ::::, v,: 6 _x, .V. p-. h, .c,!. T`- .,>h Y -wa ,.._ ._, t - 1 .'W .ru :.: <. ll� w e..+ G.:•tls :*,E. ..... ... .. .e. w..::r... ?�".. <. r. »<,- .. i ..r.. .1. `. > s _.eak,'^,. a ,. ti . _.. s ,.... ,.,. , r..... .. :< s ,&' ,... -,,.. , •._.. .-.. .-"ti »..w. - "fir:... . ... w r:...:v ,_.,. 1:: , A..,. , n .. .x ..,._,. td <q. ,. . .ra, «<:. ' ;T.S�^,+ .y?s* i i;«::f .. ... ..w..r ,.:,,.a.. ..va_J'-.., {� f ,M... ,.N, ,.. ,.fi.> ., .- .. ,,.,..z:,... s.:. "4. C. r. t'`, 'E 't fr n...... .>n-YK''_.a x. ,..".. ., x:... .. , .....3'S �: .r3.. _d?P-i,.z..0 -_ > r:... Y #x ., F TM�. . . _ 1. - .: a a .. k, O�it��� ,: :'r. 4 ,., .> >... r. ..,: , .. n. . ...5. .Ms ./ . ':. .x. .N._ L. 1. ,.-Y ._ m. : r: _ .. r F... ..- _.. _. i+.. > .. :. r o-r.. `. ..,za,..,• - b4- .t ,¢ &•, u .e Y, ., - ,ry :,. _ ,x,-.to.r 4 <.P, -t4 r �Fc .:.,p..,. X -.— # ��`��•• ...?•1...ql. v,r*... :1:t' .: r „ .. ..._ ,W,...,.. ,.x c.+..,;"3u r.. ..+..,.,-�i, :t,:• .q..,: a a dA s �/� ,,,.....,-. . ,.. : -.,..... +.v,.. r ,. - .Y... ... �. a T bola \. .o r...,5. -R.r., . .x..,.>.,... `w?F,,�, .. :1, ..r - k: r-.3i^e a... xt f ,....<.Y.: S n. t <r c":,tit s k+� ..:„,.+:,.. ...r. ,: ,. tt ....< A.' 4 ,..+..,r ,'.ixa, -,:. ,.a c'S' ,, ` , ^':'i; �> cE t _ j NO y a ' - eft y"��5�' ^"'x-Fig;,v"•sd` 4 :.'� " �� k -,� . .T r , m � � ��s. $ x , r�,4'�„��' "�✓rvl�'�(�`11�G * - I � 3 _ a J 0 O0o f Id'OII �C'�OpOs uNEp ✓I. t �----� K r EG bK ex7ENg10N' C3 ATTIC I b N Nor ,,{,' f'tzolsE p IL- ----------- RtcK �0b( m01 7 d V` ?\ . ►1 Cl SULLLIVAN ENG INC PAGE 02 ' • k-.7,' Sullivan Engineering Inc. k w 7 Parker Road. ljox 659 osterville MA o2655' .Peter Su livan P.E . Mass. Registration No. 2973.4 '-- Phone 509-42-8--3344 Fax 508-428-3115 e-mail: psulipefaal.com November 2, 1.999� Town of]Barnstable Board.of Health 367 Main Street Hyannis, MA 02602 RE: 171 Harbor-pbint Road, Cununaquid Dear Board of Heap , p, W. Carey is proposing an addition to his home at the above referenced property. Presently there are, by Title 5 count, 4 (four) bedrooms. He proposes to add,a master bedroom and eliminate one of the existing bedrooms to remain at a 4 (four) bedroom total. As such, I have evaluated the existing'septic system per 310 CNIR 15.301(5). To evaluate the effluent leaching"rate, I performed asleep test hole and a percolation. test P 9560. The evaluation shows that the existing system has the capacity to carry the flow from a 4 (four) bedroom dwelling (with no garbage grinder). I trust this meets your present needs. If you have any questions, please feel free to contact me. Very truly yours, VIVII, Peter Sullivan PE Sullivan Engineering Inc. attachments: Septic Evaluation by Sullivan Engineering Inc. :x Perc Test P 9560 Septic Permit 87-256 - - As Built Card 87-256 Mernlom of American Swlety of Civil Engineers,Boston Satiety of Civil Englrreers i Town of Barnstable P# Department of Health,Safety,and Environmental Services �t Public Health Division. Date /© - 367 Main Street,Hyannis MA 02601 BARMABM MAS& p 1 reo Mo.�a ♦ rDate Scheduled ND Ve mbe/" 4 /,99 2 Time . 9: 3 O A4 rn Fee Pd. J00, �U Soil Suitability Assessment for Sewage Disposal Performed By: cJoII/ VQh h9%rjr'e//%Zrj _D7C Witnessed By: V M)0 e-A'._e..C> i LOCATION& GENERAL INFORMATION Location Address 171 Il i-1aa- P�,ht 1 Owner's Name&J, 0/1�tm y.KQ,�rff in/"49 ul/e Address /7/ fl"60 r �oi nt C U M n-74,j(tf Assessor's Map/Parcel: mAr 3S-2- �a reel cQO Engineer's Name Pe f e/^ Svv//t'vQ� eVAL0A TC©f-A NEW CONSTRUCTION REPAIR Telephone# 01_ -Xld P-'33 Land Use 77-0"= Slopes(%) )_Q 0/0 Surface Stones 56g—i Tp-e_c-;-D Distances from: Open Water Body 2.Sb ft Possible Wet Area, 15D ft Drinking Water Well m6k)1E f} Drainage Way ft Property Line 1D Pus ft Other ------~ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc t e wetlands in proximity to holes) S arc e.G T��v'S l S � ,• 'C,l-�-�PAE.I� �H T�'rG 1=JG�51o,�,C� � :•• i•� __._.- - \,/, � ;� - I EcL5-R KiG L e;A" fir'c Parent material(geologic) >=eM► 0 A L. Depth to Bedrock G1--) AFL 0 S Depth to Groundwater- St, O E.anding Water in Hole: I4 Ad Weeping from Pit Face mo Iti E Estimated Seasonal High Groundwater EL. 5 D m R1VlINAVR 'UR SEASUIVAL:Hi I VVAT t TABLE Method Used I ow n9 0 '� A0.rUSTA6C.0 CC��(4Mi4- 6**(Z. &a L>jvD c� Depth Observed standing in obs.hole: in. Depth to soil mottles: 0ti1.s in. � V 6 Cam. CC Depth to weeping from'side of obs.hole: hl �, in. Groundwater Adjustment $. ndex Well#_'$Fsy_ Reading Date:__ Index Well level--ItNUS Adj:factor 0-2' .Adj Groundwater Level 2SZ A - --- PERCOLATION 1.112. ?rne 9� 0 Observation 9 :57 Hole# O Z Time at 9" Depth of Pere c `` I(7 a Time at 6'> I D , 6 Start Pre-soak Time @ qc) Time(9"-6") End Pre-soak Rate Min./Inch 4,� Site Suitability Assessment: Site Passed �1;5 Site Failed: Additional Testing Needed(Y/N) 1�1 Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant 1 DEEP OBSERv..mj HOLE LdG Hole# L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. © � 'P .e0¢6 tOY� —Consistency,°oGrave 1Q l3 � o�fl ��LGXA �P 1� C ra��7�Z �� D�� r�o� k O lit DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°°Gravel) DEEP OBSERVATION HOLD LOG Hoe# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. \ ' Consistency,%Gravel , i DEEP OBSERVATIOI'V'HOLE LOG Hoxe# Depth from Soil Horizon Soil Texture Soil Color Soil ) USDA Other Surface(in. (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel i Flood Insurance Rate Map.• Above 500 year flood boundary No Yes Within 500 year boundary No Yes K 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? _- (C-s — If not,what is the depth of naturally occurring pervious material? Certification I certifythat on �1P�1 L (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 ' g, pertise d keience described in 310 CMR 15.017. ® Signature Date 11 Z/99 fts Barnstable LEGEND Harbor vanduzer Rd -- 22 -- EXISTING CONTOUR x 20.06 EXISTING SPOT GRADE N PROPOSED CONTOUR -$/-1, OVERHEAD WIRES t\o<bo� O U UNDERGROUND WIRES 27.78 LOCUS W EXISTING WATER SVC. ea9e POINT ROAD G EXISTING GAS SVC. 7'07 �, of `c J L WETLAND SYMBOL 26.0 pavement 26.10 - o TEST PIT ;. :.T _ _ _ _ 0.00 C° Route 6A \ / (% '-.` \\DRANT • LOCUS MAP BENCHMARK �-- ';25sz;� � / �S 6.03 \��� / V./ GG EXISTING LEACH PIT Ol ,22r[, 22.82 x 22.58 TO BE PUMPED, FILLED / E ; WITH SAND & ABANDONED // PROP:OS ; X 23.32 / - L�ACRIING STEM;: \ e jBM-2 '74 MAGNETIC NAIL SET TP22 �1.o EL.=19.59 25.74 VENT 0.3 ;�x 21.23. 19.93 r` �r "} 21.0 . ..: _ 19.2 +19.66 E 20.52/ PK ET (� 18.32 Af1P d9.549.59;.t CONCRETE 19.93 x 18.2p/ Yuus- W SLAB �� f,. 24.76 iy- S FOR GARAGE tx19.82/\ 19.95! EXlS71NG SEPTIC TANK q n s z.so x�201 TOP OF TANK, EL.=17.87 X R�FO /+ SHRU S�� \�D ��G Q 1NV.(OUT)=16.54t(VERIFY) z J 22.66 _J21.59 �� ` 19.92 0 I 1 - -t�-2' X ♦ �� I 22.16 20.01 !a- --J w x�21. LAGPOLE $, Q \ ;yZ93/ x 21.59 x1 20.83 ` x 17.32 O 21.77 ♦ X 2 67 -W {j� ♦ TB 2�.66 \ G \I OUTSIDE COR-I-STEP �� ♦ 22. x 16.85 EL.=22 95 _ X 18.81 XPI8.90 \.�. x 21.34 (� 92 k _ ♦- \ 20.24 ♦ EXISTING 1 it FF EL.=23. ` 16.31 13.96 6��, ���$_ CELLAR FLOOR X\z0.32 `\ .�oy� SHED �_� EL.=15.5f \ \ 14.0 � \\ �� \ 9 \` - 1 a x 16.4 x�\J�\ �^�tiy� 13.01 �� 13.96 15.29 x 14.96 DECK 0.59 DECK A BOAT 21.72 / I \ 1 \ x 12.A4 \ I ' ( / I � 0 10.0�'FF ?p.lpil, ` I/ x 1`93 i 21116 '//��� /� / x 17.00 ( O �J �� tiF `FC �. \ x ++19.73 �� J 41 \\\�� r4,, .;c ll.071 � \ \\ 19 it X 13.57 C4 + �\ J �i \ v �� x 7 7.50 \ ff��JJ \\ �� i \\ \\ ,x 12.26 ``5.17.31 61 Jb 7.50+ •,�\\ X.►_��\�� x 12.56- X12.93 c7r3.37 x 15.42GS - .h�� 12.23x I1.51 % ' ''���` \SOTS 34 ,& 35% / �x , 40 Q, Salt Marsh , , MB--3U2-20,'� - 8.57 ♦a♦ 8.47 %% ate �N �\ 109,855 ±SF \ / /x 10.78 i 7.73 ���+8.22 \�� � 2.52 fA0. / F - 4 x 9.4'4�\ �` -->(12A3/ �A +9.58 ,9iy� X 10-.0r, P�.0 OF MgSS9c s -- i ti o PETER T. \\��� `•�--- sa McENTEE +s + .46 cD CIVIL �"------- No. 35109 ----8---- £G/STE��� S 6\ OWNER OF RECORD CAREY, WILLIAM S & KATHRYN CUMABOX QUID101 , MA 02637 1 PROPOSED SEPTIC SYSTEM UPGRADE PLAN FLOOD PLAIN DATA 171 HARBOR POINT ROAD, CUMMAQUID, MA FIRM COMMUNITY PANEL NO. 250001 0001 D REVISED: JULY 2, 1992, ZONES C & A3(EL11) Prepared for: William Carey, P.O. Box 101, Cummaquid, MA 02637 WETLAND RESOURCE DELINEATION Engineering by: SCALE DRAWN JOB. No., TAKEN FROM PLAN ENTITLED "PROPOSED SITE IMPROVEMENTS, Engineering Works, Inc. 1"=30' P.T.M. 107-14 171 HARBOR POINT ROAD", DATED 8/9/99, 'REV, 10/12/99, 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. BY SULLIVAN ENGINEERING, INC., & CapeSurv, OSTERVILLE, MA (508) 477-5313 3/18/14 P.T.M. 1., Of .2 r .t NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:16.1 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PERIMETER OF THE S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL H2O RISER, FRAME & PROPOSED S.A.S. FF EL=23.7 COVER, SET TO FINISH GRADE INSTALL H2O RISER, FRAME & COVER OVER END CHAMBERS T.O.F.=22.9t SET TO FINISH GRADE, TO SERVE AS INSPECTION PORTS F.G. EL.=21.4f F.G. EL.=21_7t F.G. EL.=22.2t F.G. EL=21.0 to 22.7(max.) VENT L = 54' L = 23'(MAX) S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 6" DOUBLE WASHED STONE to"I " g aaaSaaa (OR APPROVED FILTER FABRIC) 14" aMMaaaa EXISTING 48" LIQUID aaaaaaa -3/4" TO 1-1/2" DOUBLE LEVELADD J PROPOSED 4' 4.8' 4' WASHED STONE GAS BAFFLE INV.=16.00 INV.=15.83 INV.=16.54t D BOX EFFECTIVE WIDTH = 12.8' EXISTING 3 OUTLETS INV.=15.60 EXISTING SEPTIC TANK H-20 RATED 4-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED NOTES: TOP CONC. ELEV.=16.7t Al BREAKOUT ELEV.=16.1 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=15.60 ease aaaB INVERTS, PRIOR TO INSTALLATION. aaaaa aaaaa Mama Maass 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=13.60 GRADE ON A MECHANICALLY COMPACTED SIX 4' I 4 X 8.5'=34.0_ 4' 4' OF NATURALLY OCCURRING T ' INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL � EFFECTIVE LENGTH = 42.0"" IN 310 CMR 15.221(2). W) ABOVE G. . 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' (MIN. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP'S 1 & 3, EL=9.5 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) EST. HIGH G.W., EL.=7.5t SEPTIC SYSTEM PROFILE SOIL LOG SOIL LOG DATE: NOVEMBER 2, 1999 (REF#10,799) DATE: FEBRUARY 10, 2014 (REF#14,281) SOIL EVALUATOR: SULLIVAN ENGINEERING, INC. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: DONNA MIORANDI R.S. HEALTH AGENT WITNESS: DONNA MIORANDI R.S. HEALTH AGENT ELEV. TP-1 A DEPTH ELEv. TP-1 B DEPTH ELEv. TP-2 DEPTH ELEv. T P-2 DEPTH 21.7 DARK ORGANIC 0 22.0 A 0" 22.0 A 0" 21.0 A 0" LOAM SANDY LOAM SANDY LOAM SANDY LOAM 20.9 10YR 3/3 10„ 21.2 10YR 4/2 10" 21.3 B 10YR 4/2 8" 20.3 B 10YR 4/2 8" ASANDY LOAM B SANDY LOAM SANDY LOAM 10YR 4/6 SANDY LOAM 10YR 5/8 10YR 5/8 18.2 42" 10YR 5/8 19.0 36" 18.0 36" B C1 C1 SANDY LOAM 17.0 60" SANDY LOAM SANDY LOAM 10YR 5/8- r __t.: C = = -I- ,..-70YR 6/4- --- ---- 10YR 6/4 14.2 9o,, 17.0 60" 16.0 60" C PERC C2 C2 PERC 90'/108" MED. SAND FINE FINE 60"/72" M-C SAND LOAMY SAND LOAMY SAND 10YR 7/2 2.SY 6/6 2.5Y 6/4 2.5Y 6/4 9.5 150" 11.0 132" 11.5 126". 9.5 138" PERC RATE <2 MIN/IN. PERC RATE 6.7 MIN/IN.- NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED �2.8 37.4,Z5• NAILNSET GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 1 �AD� 94'0 8�•6' ? OF THE STATE R D MATERIALS SHALL CONFORM TO THE REQUIREMENTS ENVIRONMENTAL CODES, TITTLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 'PZj -310 CMR 15.405(1)(b): rn W Z 1) A 3' variance to the 3' maximum cover requirement, for 6' to of max. cover. S.A.S. shall be H-20 and vented. 1 4' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1 93' 8 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. �s 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING S.A.S. LAYOUT FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON NGVD. O 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF SPIKE SET THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. DESIGN CRITERIA 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS NUMBER OF BEDROOMS: 4 BEDROOMS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SOIL TEXTURAL CLASS: CLASS I (LOADING .RATE=0.68 GPD/SF) DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY DESIGN PERCOLATION RATE: 7 MIN/IN THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. DAILY FLOW: 440 GPD 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS DESIGN FLOW: 440 GPD IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND GARBAGE GRINDER: NO-not allowed with design REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE LEACHING AREA REQUIRED: (440 GPD) = 647.0 SF INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. .68 GPD/SF 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND EXISTING SEPTIC TANK: 1500 GALLON CAPACITY NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 171 HARBOR POINT ROAD, CUMMAQUID, MA SIDEWALL AREA: 2(12.8' + 42.0') X 2 = 219.2 S.F. Prepared for: William Carey, P.O. Box 101, Cummaquid, MA 02637 BOTTOM AREA: 12.8' x 42.0' = 537.6 S.F. Engineering by: SCALE DRAWN JOB. No.• TOTAL AREA:.............................................................. 756.8 S.F. Engineering Works, Inc. N.T.S. P.T.M. 107-14 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.68 GPD/SF(756.8 SF) = 514.6 GPD (508) 477-5313 3/18/14 P.T.M. 2 Of 2