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0020 BRENDAS LANE - Health
20 Brenda Lane Marstons Mills t� r . i' L UPC 12934 No. 2-1�53LY aae��rresa��o ae�o r �. f ` , 1 �� :� i� S i i I s I' �� ,c._ —_� TOWN OF BARNSTABLE LOCATION c1Q 8 CQ nS r/G S L,/ SEWAGE# :�a 01` l LI VILLAGE MM-STOn 5 rn I lls ASSESSOR'S MAP&PARCELOr-ITS t O�Z INSTALLER'S NAME&PHONE NO.RA 2 rT $ -()Uq- Co •Jr-P 5- SEPTIC TANK CAPACITY 1500 aq1, LEACHING FACILITY.(type) ��� G Avh6Q--r s (size) Soo c L• ,�-A - NO.OF BEDROOMS (O OWNER Me I Ce N PERMIT DATE: a'� `b 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) � 1 Feet FURNISHED BY 1 � F I0 Qn Uj _ 1 -7 _ Fee ` i No. ?0/ � 1f' ro P THE COMMONWEALTH F CHUSETTS Entered;ncomputer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pphtatlon for Misposal *pBtem ConstrULtion j3Prmit Application for a Permit to Construct(4 Repair( ) Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.0`1() &�!aco i;_S LAjjm Owner's Name,Address,and Tel.No:` 4L-OT 8-4 Assessor's Map/Parcel r �j� J® 8 rP_Ai d A8 L" ,lam rZZ I'b"3 5; 14` l S t1 �pstaller's Name,Address,and Tel.No. �O "'�3�—® � D igner's Name,Address,and Tel.No. r3 < rt a A. c Type of Building: p Dwelling No.of Bedrooms Lot Size LUG sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) / 0 gpd Design flow provided 660 gpd Plan Date O(Q(oa 1,11 Number of sheets Revision Date Title Size of Septic Tank Z 5QQ !Jq to Type of S.A/.►S. S� S ov G O Pto 4 c6,M rS Description of Soil Fd Cz c (� a� C-t 2/ll/�vA Ate/' c t) t r S Nature of Repairs or Alterations(Answer when ffapplicable) !=-A,t % �� ^, A/J�, 0-- py, Soo Qg1latJ Q6A-AA 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 riot to place the system in operation until a Certificate of Compliance has been issued b 's Board of Health. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued [V,..., ,.J •'.,, r'..- , ...•«.Fri.,,. Kr..t�-.r.+l'►+�.-.-r~ ,n., 1�-_- a k'`'.'v .,"?•..•---�",,.,`.--�r.f n,,_.,^a-/?'hL,�o`*. 4 +(' �,.�"f7+}' �T ^(fir..,•,._'� .:4' ;,�".� oilNo. . Nlf' ee ' THE COMMONWEALTH A�CHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppfication for Mispo,,sai *pstem Construction Permit Application for a Permit to Construct(V) Repair( ) Upgrade, ),(Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.pw re NCB A-.S LAW'- Owner's Name,Address,and Tel.No' L-OT . 6`4 CA$-.y * r'.K(ti ffttoff t)6V1.rJ CP.a i Assessor's Map/Parcel / a 0 8feAO N,f, L" /U► rS'CO N S; M W S-44R Installer's Name,Address,and Tel.No. SOW" 13a—(5 430 Designer's Name,Address,and Tel.No. p0 96'A IS39 8K)r4N G" -jgr&AT►APJ !<IAQWICA. MG_ Oa(oF r Type of Building: Dwelling No.of Bedrooms l0 Lot Size ICN f S ( sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures _ Design Flow(min.required) �l„�,,� '`+:� gpd Design flow provided (p r✓ gpd Plan Date C)(ral,Ga 1.1 Number of sheets Revision Date Title . r Size of Septic Tank 1500 947 to ¢ Type of S.A.S.�'�J� $ov G 9./1 v ,j C�A M ke,r~S Description of Soil /-(0c 1 ZU /,j - LOA•M♦i �A an J C. J i , 1 1 r r A r SQ SAI AN d Nature of Repairs or Alterations(Answer when ap licable) OXAJ C yc.t 1 1500 got. _rAN 1,', .�(_aQ ao!lanJ C�n�ann�t"S • r s Date last inspected: / Agreement: f 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. g1 r Date Application Approved by t%( �/6}Gv{� /_ _ Date r71 J Application Disapproved by . - Y Date for the following reasons Permit No. 7 -'J Date Issued ____________.___.V__.___.__P__ __---_-------------,__.____._-_.___. _____ ________ _____,___ ____-____y --______o_ - THE COMMONWEALTH OF NUSSAEHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIStIS TO CERTIFY,that the On-site Sewage Disposal system Constructed(f Repaired( ) Upgraded( ) 88(( , �,r',U Abandoned( )bC7 lia �U �.. . Ci ,�, - --(py at 1� Q NC�t S /� w has been constructed) ac .:.. _ .. . with the provisions of Title 5 and the for Disposal System Construction Permit No. / d ed Installer RoicjQ r l' $. Our Designer.8 )A JJ (a RE AT i A,t J #bedrooms (10 Approved design flow L 41 C) gpd The issuance of this permit shall nn f be construed as a guarantee that the system will function s de igned Date // * Inspector = --- - - f------ - -- ----------------------------------------------------------------------------------- - --- No. / / Fee- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Nsposal *pstrm Construction Permit e Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Ab df� ( ) ] System located at A() 8`C NJ A',S L A 0 _ �! i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:C ons iota. (t bee tnpleted within three years of the date of this permit. Date {' / / Approved by l� 9 /Z r- 4 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter:11 Y PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes I4plitation for Misposal *pstrm Construction Permit Appl�q�tion for a Permit to Construct(.V f Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components /y` Owner's Name Address and Tel.No.Location Address or Lot No. :Z 0 B,e6j4�+ �dJ' �/ of C/7vCY of ll vce4, Assessor's Map/Parcel t� (t ®k 12 G 1 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. BAG G it d�PPo�G Type of Building: Dwelling No.of Bedrooms Lot Size /a q sq.ft. Garbage Grinder(I'49 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 6 gpd Design flow provided gpd Plan Date & . 2 1.7 Number of sheets ..99 Revision Date Title S�K✓L C, 0L' ,g Size of Septic Tank / �f �� Type of S.A.S. ��.� �G WL -. L'/Y/iq ,Y.-4 C11 S Description of Soil �('�' �o LLf 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 Board of Health. �Si ed D Date Application Approved by ; "7 9 Date Application Disapproved by Date for the following reasons Permit No. _ Date Issued 111d IN THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Fw Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been coWct * ce with the provisions of Title 5 and the for Disposal System Construction Permit Noted Installer Designer #bedrooms Approved design flow gpd- The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 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 recognized 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 permit. Date Approved by aA n - � Off, � �' � � � /� �..�,s .. � � ,:( *� •- J No. - +� �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter: t } PUBLIC HEALTH DIVISIO1:7N,. TOWN OF BARNSTABLE MASSACHUSETTS YeS t RppliLation for b-isp0sa.Y 6pstrm Construction Permit !AppYliation for a Permit to Construct 46 Repair( ) Upgrade(f )i Abandon( ) Complete System ❑Individual Components Location Address or Lot No.,Z O 416#p ► C #-kC Owner's Name,Address,and Tel.No. "(Y Assessor's Map/Parcel (� L. c S� A v G f Q Q v iL l' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.!-hs Type of Building: ' w Dwelling No.of Bedrooms 6 Lot Size � �!'/ sq.ft. Garbage Grinder(/V Other Type of Building No.of Persons Showers( ) Cafeteria( ) .,Other Fixtures } Design F ow(min.required) 6 gpd.' Design flow provided 6 gpd •Plan Date. (O 2 / Number-of sheets / Revision Date Title S ✓y A � �S n F/C / l C. 7(` i� 2 L !� /� Size of Septic Tank / Q/ y Type of S.A.S. _Description of Soil s> Nature of Repairs or Alterations(Answer when applicable) ,r -- u 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. 4Si I ed � � Date Application Approved by A O Date Application Disapproved by / Date k for the following reasons k �.J� l if 4'y J y + l.S fi P Permit No. Date Issued v , THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS f Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been coWda' ce with the provisions of Title 5 and the for Disposal System Construction Permit No tedInstaller �``Designer - -� #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed '} Date r 4 Inspector - f •,e 1 .-, �� ------------------------------------------------------------------------------------------------------------------------ No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 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 recognized 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 permit. Date Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director * �'�"� 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: 0 3/2 0/18 Sewage Permit# Assessor's Map\Parcel 2 8\64 Designer: BSC Group, Inc. Installer: Robert B. our co. , Inc. Address: 349 Route 28, Unit D Address: 24 Great Western Road West Yarmouth, MA, 02673 P.O. Box 1539 Harwich, MA, 02645 On //I a'� 17 R p 6 Z+'-f 9,U V C C-D was issued a permit to install a (date) (installer) septic system at 20 Brendas Lane based on a design drawn by (address) BSC Group, Inc . dated June 2 , 2017 (designer) 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. Strip out (if required) was inspected and the soils were found satisfactory. 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 and the soils were found satisfactory. I certify that the system referenced above was constructed i Hance with the terms of the I\A approval letters (if applicable) of 1144,3, ti c � �� BRIAN G. fi YERGATIAN Cn (Installer's Signature) CIVIL No.4620660 FSS/0 AL esign i ature) (Affix Desi amp Here) r 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. QASeptic\Desiper Certification Form Rev 8-14-13.doc oFn� Town of Barnstable P# 6 gyp'' Department of Regulatory Services : .nnr,arnsr8, : Public Health Division Date MA & �A r6gy 200 Main Street,Hy nis MA 02601 rE[) G Date Scheduled_ `/- iine 1Fee Pd_K_ ►SAP Suitability Asses ent r Sew, is ®s Performed By: M � 1 l I A?s 1�, Witnessed By: �;' C 1� �� � ]LOCATION& GENERAL INFORMATION - Location Address 20 Brendas Lane Owner's Name Casey T. DeVincent Marstons Mills, MA � Address Christina E. DeVincen 8 .King Arthur Drive . Assessor's Map/Parcel: Maps, Parcel , Engineer's Name BSC Group, Inc. NEW CONSTRUCTION X REPAIR Telephone# (508) 778-8919 Land Use Re.s-idpnti al Slopes(46) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SICE-TCII:(Street name,dimensions of lot,exact locations of test holes&.perc tests,locate wetlands in proximity to holes) - o2805e. i.O 028027 028054 #8 c r':4 #51 fi W 49:5 028022 C #19 028062 r �91 O #643 t t 028055 'c �� Y( 028006 028063 445 •max "7• �\ X7:s3`O>t X 91.1) 01 I \ �V .. .. g9.1 O> 02#8.041 � 0 �0,, � 28060 i 28064 -- 1 1n280571 #44 #20 028 yAC O t) 028042 fly " I' - 421 02806 X 028040. 1r� 028065 2 OrL7t; #144 028043 #35 4 t t Parent material(geologic)G, n Depth to Bedrock Depth to Groundwater. Standing Water in Hole: N Weeping from Pit Face N Estimated Seasonal High Groundwater ge) Tr_)> n. —M S 1 IT DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth In sell mottles; In. Depth to weeping from side of obs.hole: In, Groundwater Adjustment fr. Index Well# Reading Date: Index Well level Adj.factor. Adj.Groundwater Level PERCOLATION TEST bate I Thne Aa-O0 Observation Hole# Time at h" ,_ 141 C 11 Depth of Perc J t Time at 6" Start Pre-soak Time @ IU 1 lime(9"_6") 'MM End Pre-soak 1 J� aZ T CIA,LLJ1\A i� 0 St.A l KtO Rate Min./Inch DUe NiS ` V—K J O Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) NO 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 tti beginning. Q:\SEI'rtCU'ERCFORM.DOC /( t7G G��U J DEE,P.OIISERVATION MOLL LOG Hole# T"? Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. orrsii§tency %Oravel) to k.. lusli�SAWD a-�- k It 51 -k3"01- a.5 -73 Gfj��E DEEP OBSERVATION)MOLE LOG Hole# TP -4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) A S L " to't 31'f LS 10iR51b t 714 a CG 1 MIC ( t5 Sri M D a;S i �7 Lt�-- a �� Ft � SL 511=13 C, a.s i 3 i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION DOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance hate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No= 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 pervious material? Certification I certify that on \b�M�ental (date)I have passed the soil evaluator examination approved by the Department of Env Protection and that the above analysis was performed by me consistent with . the required trai ' ,expertise and exper' nce described in 10 CMR 15.017. �{ Signature Date it/ QW EPTIC\PERCFORM.DOC �or� OIL �3 jamf Nb: W- rot . Town of Barnstable P Department of Health,Safety,and Environmental Services Public Health Division -'Date O, 367 Main Street,Hyannis MA 02601 HAMIMABIA MA:: �pr ; Date Scheduled Time Fee Pd. Ea�� Soil Suitability Assessment for Sewage Disposal Performed By: M1�-AEI— P �1P� C SC G�uP� Witnessed By: &LEA .............._......_.............__...................................._..........__....................'..._........_..... - _................_ h( CATION & OWNER Ai IN;FORiVIA ION Location Address 5 V WNY-65Y KoA D Owner's Name KQfiE�T f'�o U KQUE �AQ�1 STA�I.E r MA Address Po, i5ok I 44( MAe-SMOA MILL-5, MA Assessor's Map/Parcel: P^AP Zb , PAU-EL 64 Engineer's Name b 5 L Ge-oo p NEW CONSTRUCTION �_ REPAIR Telephone# 090 65*)—7")SI r Land Use F-Etl DE1�IT IAL Slopes(%) < �/b Surface Stones N O tJ E Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft t Drainage Way ft Property Line It Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 5 E E E D Parent material(geologic) PRoGLAu+J— 0IJT'WA5H Depth to Bedrock 12 t _ Depth tc Groundwater: Standing Water in Hole: N 0 N E Weeping from Pit Face N 0 N C Estimated Seasonal High Groundwater > l — �r .... . .. .. b +' t 't'l[CJiOY2 SEASdS�A , . .... .. . ..... ........... Method Used: NO A DJ V 5;6A t r tT (RE4J56:* Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well# _ Rnadina Date: Index Well level. Adj.factor- Adj.Groundwater Level PERCOLr1T ( N TEST Hate �t 71ne llpa Observation TP_Z Hole# TP 1 Time at 9" 14 GAL, 15 MIH, . Depth of Perc �55�r O�—5a I, Time at 6" Start Pre-soak Time @ ��'Z$ �� 'O� Time(9"-6") End Pre-soak Rate Min./Inch Z 2 Site Suitability Assessment: Site Passed x Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant bEp O$ EIIVAT><ON Ti1T,E L + TIoI�.# >. .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface On. (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) _2 A LOAANO 10YP-412 HONE \/F�y FpIA5L'E _Z-1 SA NoAr� 2,5 Y 6/6 N o H E FKI/ LLF- 18`1� L CO'4 At,yD Z,5Y 7/(, NONE t_oo5e , 5-Io% G r-Av> l._ . O . DEEP BSERVATION HOLE LQG Mole# .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n ° Gravel) d e5 tosµY 1d Y�q/Z rlac-t� VEKY 9AP VL.E ' SAND `J -2 5 5�tL'PA'1A Z. 5 Y 6/6 1' Dr4c f WXLE Z 5-12o G `A'5AtAD 2.5Y 7/& NOH� l_oosE 50/0 GA,&.Vfj- t DE :OBSERVATIO:N IbLE LUG I :ole# . . Depth from Soil Hori n Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistencv.° Gravel) DEEP C�BERVATION HOLE LUG Hole . .. . . .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. s' tenc Gravel) I Flobd Insurance Rate Map ZoHE Above 500 year flood boundary No_ Yes X Within 500 year boundary No Yes Within 100 year flood boundary No X 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? yes 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 trai ing,ex9ertiseAnd e eri nce described in 310 CMR 15.017. Signature Data_5_ Z3 o I �Vq I HEREBY CERTIFY TO SALEM FIVE �S 48.45'30" E KEB BANK THAT THE FOUNDATION IS Y LOCATED ON THE GROUND AS } e 1 O SHOWN AND CONFORMS TO THE 3 AD ZONING BY-LAWS OF THE TOWN OF BARNSTABLE. I FURTHER CERTIFY THAT THIS PROPERTY DOES NOT LIE � w THE STRUCTURE IS LOCATED IN WITHIN AN ESTABLISHED FLOOD v ZONE "X" AS SHOWN ON FIRM HAZARD AREA. ,^� o a'. COMMUNITY PANEL 25001 C0537 J W Z JQ �n EFFECTIVE DATE: 7/16/14 I o �, LOT B-4 ^ 104,151 ± S.F. o 0 N 2.39± ACRES 0- In MAP 28 Z I I PARCEL 64 W I N32- CONCRETE c I I pm BOUND FOUND S 48'45,30" in Z 125,00, E I I z a ► wa N I I w °' d N p� l0 0 � I i 98.8' I I 11 s.9' c NEW BRENDASCLN I I FOUNDATION J" I� N Z wtOL 1 1 0.24 rn w�+ R=30.00' \ �' _ v; 0 a, U+ �� D L=27.59' R=52.5 w rn Z rn Z \ \_ x r f X � _ rq G p m N 59'14'07" W , \ OR WAY N 61'39'05" W 148.94 FENC _ 236.66' I HEREBY CERTIFY TO THE BEST OF THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, NOF4.4 349 MAIN STREET WEST YARMOUTH MA. INFORMATION AND BELIEF THAT THE y LOT CORNERS, DIMENSIONS AND + G�� SCALE 1"=60 SETBACKS TO THE STRUCTURE AS CP.W ADETERMINED BY N CERTIFIED AND AS SHOWN ON T THIS EPLAN NT UARE NO.iewPLOT PLAN CORRECT. r' DATE: 4/2/18 #20 BRENDA'S LN. BSC# 50097.00 MARSTONS MILLS RAIG A. FIELD, PLS DATE MASSACHUSETTS FOR THE BSC GROUP, INC. SHEET 1 OF 1 , e a No. fp. �` % THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH OF 047/1 ti I APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Kk Repair ( ) Upgrade ( ) Abandon ( ) - (Complete System El Individual Components Location Owner's Name Map/Parcel# ddress 79 -- 2— Sg! Lot# Telephone# Installer's Name Desiver's Name Address � � � Address _ Telephone# Telephone# Type of Building: 2 L S Lot Size /Oy 15'l Sq.feet Dwelling—No.of Bedrooms �/ Garbage Grinder Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 4/q a gpd Calculated design flow gpd Design flow provided L/e/g gpd Plan: Date 'o --/,-/ " o/ Number of sheets Revision Date Title S r[!Isar tog' Q i s ol�',P 5 •cw e J,,fCS rC—�'i 096—S / 6. 2 Z o Description of Soil(s) 5 #:r� /� *.," Soil Evaluator Form No. Name of Soil Evaluator G. Date of Evaluation S% 'Z Z--DV DESCRIPTION OF REPAIRS OR ALTERATIONS C a W,%G s The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date FORM 1 -APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ( "No. ' �'..2 ,,��� THE COMMONWEALTH OF MASSACHUSETTS FEE /, 091?/lS "BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: 0 Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: 1/o, y,� J at 6 /��� bP9 -5" L A7e—§7-6JV-- Wf G �� has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to applicati!?C � dated :7<T f--ay Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 ---- ----------------- --------- ---- ------------ -------------------------- No THE COMMONWEALTH OF MASSACHUSETTS FEE 9'/1��Ti4v8 GG BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby grant d to Construct ( ) Repair ( ) Upgrade ( ) Abandon .( ) an individual sewage disposal system at 6 EV 6-.Aj el '-� tog M +w.S`7't'M S dyl G���S as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON -^ 7 � No. sF T _ C:O.MMONWEALTH OF MASSACHUSt S FEE BOARD OF HEALTH xA � I APPLICATION FOR3DJSPOSAL SYSTEM CONSTRUCTION PERMIT -t Application for a Permit to Construct Repair ( i)Upgrade ( ') Abandon.( ) - Complete System ❑Individual Components r Z o /.�2 /J� Sf G-�I .v �' /1 B 13 47%z T r /3 O 9 c2 cv s Location Owner's Name Map/Parcel# Xddress Lot# Telephone# i t ' t Installer's Name D signer's Name I Address Address h 7 9' l � Telephone# Telephone# j ), I L M_^' Type of Building: /a S Lot Size /Oy/3—,/ Sq.feet s, Dwelling—No.of Bedrooms L/ Garbage Grinder y Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures k Design Flow(min.required) Z/L/© gpd Calculated design flow gpd Design flow provided�/y I?gpd' i Plan: Date 160 - 0/ Number of sheets Revision Date -i" Title S 62 / s . 1 c 2 Description of Soil(s) + ts. F /4�4 14 Al 1 Soil Evaluator Form No. Name of Soil Evaluator G. s`i&G4,9 Date of Evaluatio.z S"- Z _Z ,`,•' DESCRIPTION OF REPAIRS OR ALTER'ATI,ONS G t i ` The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date r- Inspec� I . yfORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 [ No. J'.* THE COMMONWEALTH OF MASSACHUSETTS a. FEE Ot;�'p - r 5r,4'4-1r_BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the'Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at G 2 L,oj t>,q S !6. Q t?S has been installed in accordance with the provisions of 310 CMR 15.00 (Title and the approved design plans/as-built plans relating to applica��. dated!.7,e Approved Design Flow—(gpd)' r Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 i J No. 1��6. y1 THE COMMONWEALTH OF MASSACHUSETTS FEE .f./ s BOARD OF HEALTH ! i DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) AbandL p,( ) an individual sewage disposal system at /J n4 S 14 M As 7r/tJ ! S as described in the application for Disposal System Construction Permit No. dated I! Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Ij Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 �) FORM 1255 (REV 5/96) (SW, HOBBS&WARREN TM PUBLISHERS- BOSTON I ,...,.. ....----.-----._----- Q O - (P-#14280) ILE SOIL TEST PIT DATA CP #9991 SOIL TEST PIT DATA SYSTEM PROF r NOT TO SCALE NOT TO SCALE NOT. TO SCALE SCHEDULE OF ELEVATIONS ocus WAKEBY- N 4" SCH. 40 PVC HIGH GROUNDWATER COMPUTATION L_34 FT. 7 RjV TEST PIT TP-1 TEST PIT TP-2 BASED ON TP#1 TEST PIT TP-3 TEST PIT TP-4 EL=A S=0.02 GRD. EL 100.6 GRD. EL 102.3 GRD. EL 101.5 GRD. EL 102.1 TOP FOUNDATION TOP OF FOUNDATION 103.0 A • FIRST PIPE LENGTH 4 INVERT AT BUILDING 99.00 B N �'9Q DEPTH TO BOTTOM OF HOLE 10.0 N , . SHGW EL 90.5 SHGW EL - SHGW EL 90.5 SHGW EL - TO BE SET LEVEL 4" INVERT AT SEPTIC TANK (IN) 98.76 C HIGH GROUNDWATER COMPUTATION EL=102.ot" 4_SCH. 40 PVC FOR MIN. 2' FINISH GRADE a INVERT AT SEPTIC TANK(OUT) 98.51 D m �� L=12 FT. 4 INVERT AT DIST. BOX (IN) 97.87 E t' A A BASED ON TP#3 s=o.o25 100.5-101.3 » m A q SANDY LOAM SANDY LOAM 4" SCH. 40 PVC 4 INVERT AT DIST. BOX (OUT) 97.70 F 149 LOAMY SAND LOAMY SAND ONSITE SOIL EVALUATION 10YR 3 4 10YR 3 4 » 7" 6 DEPTH TO BOTTOM OF HOLE 11.0 r, 10YR 4/2 10YR 4/2 Bw - Bw LOAMY SAND LOAMY SAND ELEVATIONS AT LEACHING FACILITY: DATE: MAY 22, 2001 FULL LEACHING CHAMBER 4"'INV. AT LEACHING CHAMBERS 97.50 G » 10YR56 a Aoc000c000 28 10YR 5 6 / » FOUNDATION .t• ooc� 000a000 H 12 12 1 = G -BOTTOM OF LEACHING CHAMBERS 95.50 N 19 8 B T Y: BSC GROUP I C.TES B _ \I-DO O 0 O O O C-1 C 1 O O ADJUSTED SEASONAL HIGH GROUNDWATER B0.50 J B B WITNESSED BY: GLEN HARRINGTC�N, R.S. ED/COARSE SAND ED/COARSE SAND ONSITE SOIL EVALUATION I=E I=F H LOCUS MAP SANDY LOAM SANDY LOAM I=C LICENSED SOIL EVALUATOR: MICHAEL PETRIN, PE. 25Y 5 4 " 25Y 5 4 » 2.5Y 6/6 2.5Y 6/6 42 42 5 OUTLET PERCOLATION RATE: < 2 MINS./INCH C-2 C-2 DATE: JAN 23, 2014 D-BOX 5' SEPARATION NOT TO SCALE FINE SANDY LOAM FINE SANDY LOAM SEPTIC TANK EL » EL SOIL CLASS: CLASS 1 TEST BY. BSC GROUP, INC. 98.4 26 100.2 26 EL 2.5Y 6/2 EL. 2.5Y 6/2 J i , i L.LA.R.: 0.74 GPD/S.F. 97.3 51" 917.8 52" WITNESSED BY: DONNA MIORANDI, R.S. MAGNETIC REFLECTIVE TAPPE SHALL BE PROVIDED EST. HIGH GROUNDWATER LICENSED SOIL EVALUATOR: BRIAN YERGATIAN, PE. IN THE TRENCH OVER ALL PVC PIPING c C LEGEND. PERCOLATION RATE: < 2 MINS./IN ��s COARSE SAND 58» COARSE SAND 4 » SOIL CLASS: CLASS 1 2.5Y 7 6 2.5Y 7 6 UNSUITABLE ESTIMATED 55 00 GALLON CONCRETE / / LT.A.R.: 0.74 GPD F. MATERIALS � . SEASONAL HIGH C_3 C_3 / ' �o YERGAT AN (TO BE REMOVED) GROUNDWATER ,� LEACHING CHAMBER (H-20)11. No.1 06 COARSE SAND COARSE SAND � '� CIVIL "' o c• 25Y 7/3 25Y 7/3 No.390� NOT TO SCALE 20" ACCESS COVER 9p�F`��►sTEP G�.�`�� PERCOLATION �_ OBSERVED SET AT FINISH GRADE SSIONAI E� TEST RANGE = GROUNDWATER 120 120" = 132" 132" N/F �' ~ tNp " EL 90.5 - EL. 923 EL 90.5 - EL 91.2 ROLAND COUTURE 12-36 COVER LOAM AND SEED SEPTIC 543 WAKEBY ROAD ALL DISTURBED.AREAS ASSESSORS MAP 28 � �� _Q ' EL 101.5 MAX PARCEL 62 � ~` � Z O/� SOIL EVALUATOR CERTIFICATION 0 (PRIVATE WATER) EL 9s.8 --- CONIC. RISER � M NOTE: -• 2 LAYER OF 1 8 TO �. �E: � s �,� '�,, • : / BRIAN G. YERGA DATE BRIAN G. YERGA11AN WAS CERTIFIED AS A LICENSED SOIL EVALUATOR PROPERTY LOCATED AT 22 AUDREYS LAME -a GUY ` �. �, - { 1/2" DOUBLE WASHED IN OCTOBER OF 2005. ARID 18 BRENDA'S LANE HAVE TIED INTO THE 4�7 POLE v" `� ® C� 0 STONE ABOVE CROWN PROFESSIONAL ENGINEER TOWN' WATER SUPPLY. OWNERS PREVIOUSLY SEPTIC �ti ¢ ®6 M OF PIPE P4� INDICATED THAT EXISTING WELLS ARE TO BE 4d a F �``� 36 24 � � � O O-71 BRI G . `SE #30090 » C� 0 r r USED FOR IRRIGATION PURPOSES ONLY. � ,��� ��* 1°�� ` , EFFECTIVE � 3/4" TO 1-1/2" . / j� DEPTH C� C� 0 C� CI DOUBLE WASHED STONE TO CROWN OF PIPE SEPTIC o� ` UP �. DISTRIBUTION BOX DETAIL H-10� � �� 4�_10" NEW SEPTIC Q 1.\ CBDH FOUND 12-10 SEWAGE DISPOSAL NOT TO SCALE ,/r �' C) �s M V BLE 6" MAX. L r>IN TIPPED RE COVER GEITUDEI�OFDONt�ELL N/F "ry �C'� 04,1 51 S.F: SIDE VIEW `�� .22 AUDREYS LANE BRUCE CROSBY SYSTEM 2.3g ACRE EXISTING ASSESSORS MAP 28 18 BRENDAS LANE y� ,''�O �,SSESSflR MAP �� r 5" DIA. KNOCKOUT (TYP.) HOPE RISER �VVELL PARCEL 59 ASSESSORS1AP 28 � .ate ` » (PUBLIC WATER) PARCEL 83 Cz :.,� PF�R�EI �� � 1-1/2 TAPER ��- " (FMLY PRIVATE) (PUBLIC WATER) ZO BRENDAS LANE 3 21 (FMLY PRIVATE) 2 WALLS js I lu C�LO O� " DIA w , coo= 00 0o MARSTONS MILLS Otit O 13 KNOCKOUTS vs �'"' Ca� ¢ E�ARTT-iA J. CUBITS TR• TYP. 51 �IAKEBY ROAD MASSACHUSETTS 11-1/2' CBDH Q CAE= OCR DOO M0 DO / P � ASSESSORS MAP .28 FOUND CBDH �, `' �A I EDGE STONE PARCEL 50 (BARNSTABLE COUNTY) a . . •' / FOUND ` �`ys I 12.83 x50.5 CONCRETE (PUBLIC WATER) SEPTIC 2" f B07TOM ON LEVEL ,. a / (F SLY PRIVATE) 8'-6" t �, _. r ATION f�, PROPOSED :` BOUND FOUND 6 MINIMUM PORT ?? 3 d STABLE BASE " PLAN VIEW j.: UP (5) , 3/4 TO 1-1/2 ,/ TONE WG EXISTING , '� l�. 8. 0 FRONT VIEW CRUSHED S : ._: : :1 ;: : :; ` a LIMITS OF 5' OVERDIG u , SITE PLAN SECTION V!Eiwl _ _ VdELL / :i .,� / '` �' \ AREA-�..� o I AND REMOVAL OF C� NO ESERVE N/F •.. N/F / ;. �' ,� ),r TP 1 :" UNSUITABLE MATERIAL t EUGENE & LESLIE KELLEY SYSTEM SHALL BE RAISED TO FINISH GRADE. NOTES: ROBERT S.EA �:' �r j � P AS REQUIRED � ` 1. ONE ACCESS COVER PER 44 AUDREY'S LANE 7 HiGHPOINT ROAD ^•••' �1 :;. •.• • :'••��, ASSESSORS MAP 28 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT ASSESSORS MAP 28 I J � � a LEACH NG :" o �S OR IN PUMPED SYSTEM. PARCEL c�0 , j : x TPA f . / PARCEL 41 BY SHOREY OR APPROVED EQUAL 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL PRIVp,TE WATER '' ,�", :::� £aC °/ CHAM : ':` (PUBLIC VIATER) 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. ) ccs WG ;:`.c)�'^7� ( •} ph' ~' 1 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. ,DUNE 2, 2017 AL 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. :.':.' �" °` :''. ' PROPOSED+ 0 1,500 TA +� / 5. CONCRETE COVER SHALL BE RAISED'TO WITHIN 6 INCHES OF FINISHED GRADE. ( ' ' `�� PORCH SEPTIC TANK „�, �fit/ /thy• � ""'"' _� � ` 70�\ , �, CB,DISK LOCUS INFORMATION. SEPTIC �;� 1 jp I ins i _ _ - LEGEND �, 2�° -`'' ► FOUND - mop t } (� V UP E --- N eR f CURRENT OWNER: CASEY & CHRISTINA DeVINCENT a DwLUIG _ TITLE REFERENCE: DEED BOOK 28010, PAGE 310 UP UTILITY POLE _ r s UPI_ UTILITY POLE / LIGHT � TCF TOP OF FOUNDATION ,�'��• •� .. � � � L��',=1�13 ��f�, � AsKCH� D ►o l PLAN' REFERENCE: PLAN BOOK 549, PAGE 24 DESC. GENERAL NO TES N 0. DATE GE TO� TOP OF GARAGE SLAB x� CBDH CONCRETE BOUND WIT` I DRILL HOLE FEEIARK SET 1. THIS PLAN IS INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE PROPOSED TP1 2001 TEST PIT PK NAIL ELEV , F / ASSESSORS MAP' 028 1 100.00' GSIAB w� ! �os8, „� ;�,� PARCEL: 064 SEWAGE DISPOSAL SYSTEM. cz � � N � I :: � ! l ' w N/F ZONING DISTRICT: RF1 :, �, RICHARD BRUNCO 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 dary �- ¢ q4 / 21 HIGHPOINT ROAD SETBACKS: FRONT 30 FT. SIDE 15 FT. AND BARNSTABLE BOARD OF HEALTH REGULATIONS. �� :: / �°� / TP#2 \ t ASSESSORS PARCEL 42P 28 REAR 15 FT. (PRIVATE WATER) 3. THERE ARE NO KNOWN POTABLE PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE -' 1 MINIMUM LOT SIZE: 87,120 S.F. s O PROPOSED LEACHING FACILITY. ` .� ;� ,CBDH " ' FOUND EXISTING PARCEL AREA: 104,151 t S.F. r 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE N/F EXISTING NITROGEN SENSITIVE ZONE: ZONE II GP DAME � MELISSA VAUGHT �.::' �,. / �`�._l � gyp\ /_ 150 MATERIALS. 144 CHIPPINGSTONI~ GOAD y� �- . �p / V'VELL FEMA FLOOD ZONE: ZONE X 5. IF AN OVERDIG IS SPECtiFlED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT of ASSEPARCELSSORS 65 P 2}8 uP ISSUED FOR PERMITTING EXCAVATION WITH CLEAN GRANULAR SAND. FREE FROM ORGANIC MATERIAL AND (WATER) DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL ` - " "' �� / NOT FOR CONSTRUCTION SHALL NOT CONTAIN ANY MATERIAL LAR GER THAN 2 ,- � SHALL NOT BE USED. ' FILL LL INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE ° DESIGN CALCULATIONS 1 ,500 GALLON SEPTIC TAN H-10 N/F EXISTING ry #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF • „RiPAH WELL 3 yVo® ,�`�` `�\ eo THE FOLLOWING SPECIFICATIONS: NOT TO SCALE I PREPARED FOR: a DESIGN FLOW CASEY DeVINCENT SEIPTIC = 10OX MUST PASS #4 SIEVE •, Q�� I N/F � 6 BEDROOMS ® 110 GPD/BEDROOM 660 GPD 8 KING ARTHUR DRIVE dSZ7ES; RAISE AT LEAST ONE EXISTING COVER � Cs cL � DOUGLAS & DlANE JERKINS i 10R MUST PASS #50 SIEVE TO WITHIN 6" OF FINISHED GRADE , 35 HIGHPOINT ROAD OSTERVILLE MA 02655 0-20X MUST PASS #100 SIEVE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. THE RISER SHALL BE 18" HDPE PIPE / ASSESSORS MAP 28 REQUIRED SEPTIC TANK F THSTANDING H-10 - - 2 SEPTIC TANK SHALL BE CAPABLE 0 w1 08 776 5459 _ 1 PARCEL L �-� 5 aG MUST PASS 200 SIEVE E 0 5 LOADING. 0 - NS- 1 20 GALLONS pPUBLIC 1�ATER 660 .GPD X 200% ,3ovER ( )3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION » CONC. C \ ,� 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER SHALL BE WATERTIGHT. 6 i {FILY PRIVATE) USE 1,500 GALLON SEPTIC TANK DOES NOT,GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK O ( FACILITY SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS COVER. V SIZE F REQUIRED LEASHING A ILITYOIV 1 OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT.OF WORK, PRIOR TO THE START OF 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. NBSC » DESIGN PERC. RATE: <2 MIN/INCH 4 CONSTRUCTION. IF ANY DIS CREPANCIES ARE DISCOVERED OR FIELD CHANGES 349 Route 28 Unit D REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. n n c� LONG TERM APPL, RATE: 0.74 GPD/SF - 10'-6" PROPOSED FLOOR PLANS S sso GPD _ 0.74 GPD SF �92 SF W. Yarmouth, Massachusetts 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE 10'-0" 02673 » - S FA DIG-SAFE AND THE APPLICABLE UTILITY SIZE OF LEACHING FACILITY PROVIDED PROPOSED cAND SHALL 10N ACTIVITIES WITH 10 - SEE ARCHITECTURAL PLANS ATTACHED USE 5 500 GALLON CONCRETE LEACHING CHAMBERS IN 508 778 8919 COMPANIES. AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS - 3" • IN SERVICE. 4' MIN. a » ' C 2017 BSC Group, Inc. 5-8 TRENCH CONFIGURATION W 4 STONE SURROUNDING • LIQUID THE TOWN OF BARNSTABLE-REQUIRES / _ 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE. PER MASS. STATUTE CHAPTER 82, 4'-6" LOCATE DEPTH .a » - - - wIFT TEE AS-BUILT CERTIFICATION OF THE INSTALLED SECTION 40 AT (888) 344-7233, A MINIMUM OF 72 HOURS PRIOR TO THE START OF 5-8" _ UNDERCOVER OUTLET TEE BOTTOM AREA: 50.5' X 12.83' 647.9 S.F. SCALE: 1 - 40 W/GAS BAFFLE » SEPTIC SYSTEM. THE SOIL EVALUATOR SIDEWALL AREA: 2 X 2 X 50.5' + 12.83 = 253.3 S.F. CONSTRUCTION. - - 3" 3 SHALL INSPECT THE BOTTOM OF EXCAVATION EFFECTIVE LEACHING AREA X . 901.2 S.F. » 0 20 4o ao FM 9. THIS SYSTEM IS NOT DESIGNED FOR `THE USE OF A GARBAGE GRINDER. INSTALLATION T PRIOR TO ANY INSTALLATION AND AGAIN I 9700 Civil Drawin s 50097-SP.dw OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMRL PRIOR TO FINAL BACKFILLING. 901.2 S.F. X 0.74 GPD/S.F. 667 GPD (INSTALLED CAPACITY) FILE:P:prj\500 \ g \ g G. NO: 05-02 DWG. 53 15.2 40 4 . i ( I PLAN VIEW CROSS-SECTION VIEW 667 GPD > 660 GPD (7 GPD RESERVE CAPACITY PROVIDED) SHEET 1 OF 1 JOB. NO: 5-0097.00 '�I CODES: MA SINGLE & TWO FAMILY DWELLING CODE (780 CMR)-BTH EDITION BUILDER TO LOCATE: I- MA FUEL/GAS/PLUMBING CODE 1-3 ELEC. CONDUIT 2009 INTERNATIONAL MECHANICAL CODE W AMENDMENTS W 2015 INTERNATIONAL ENERGY CONSERVATION CODE W AMENDMENTS Li ul d 2017 NATIONAL ELECTRICAL CODE Wf MA AMENDMENTS *5/8" CEILING GYP MECHANICALLY FASTENED* _ V' MECHANICAL VENTILATION ON-SITE BY w o BUILDER PER TABLE M1507.3.3(1). Ln W CD DUCT TIGHTNESS AND BLOWER DOOR TESTING ON-SITE BY BUILDER " J Q n AND CERTIFIED BY STATE < rr 1 SPACE 1ar SPACE 1' SPACE 1' SPACE b SAE _ L!7 - r w r w r w r " r w r w r w r w w r w r w n w r w r w � ry" .z 9 T- - - - - - - '-9 2-4" 2'-fi -1 4-8 -1 6 6' 9 6-11 B-2 3 9 1 � 3 3 4 9 5 8 2 4 � 9 3 B � � �13 xna9 � �1 0 Li J 0 2O4 2049 H tf 04 w (L 7 ' 1 11 5 1 ' 8-8 1 8" 2949 c - -I sr W (D _1 W z < ----- I ---- `ri BREAKFAST [ -I Ln Lel " Roam Sq FC❑OK 144.95 e i o 12 Fla '-10' 16 WLI¢t Req., 11.6 MHD35DMP-LRB LrJ E I tip✓ Light Pro ided; 52.02 R.O.4t 1 2 x36 1 ® � cn - I I 1 1 3049-2 Vent Req, 5.8 W/A 20'x66" HEA TH " Vent Provided 27.7ti1 506 FIREPLACE INSTALLED BY PBS 8 cn FLUE FINISHED ON-SITE BY UITI RS ip -TEMPERED i i !!1 I I cn 1 " 1 i I 1 1 1 i 8r_�w T MPERED� W O zwl 3 ® 3 < D W 2430 2434 I I d HIGH WALL y� � N Q DATA PLA STALE LASEL I I I I 127 RAIS63 BAR TOP AND PFS LA EL LOCATION I I OPEN TO 30d9 30'49 W � � W r UNIT"B", "D. 'E" & "F' I o ABOVE _j } L7 i I o 12'-10" m C] CJ 0 = DBO7905R w d sse"oxacru>eommm�n RE'3'E W/ DN6 I MEN SURR S/L DOOR FAMILY ROOM L LED PLATFORM rr •TEMPERED8,- .. BEPF 34 !y 1 1 Roan Sq Ft 192.5 T� �E+ Light Req: 15.4 1=7t cli CNIT CCUNTERTOP Light Prodded: 22D2 e� N `•_} ,iy ,o 17 k SINK.S/L FAUCET - Vent Req: 7.7 2430 i Y I > '� Vent PYovhied: 11.66 ❑I BATH #3 °? N o KITCHEN FR SUIN ROOM � � Q 4/ Gov i .o �' 4 d `-ss "oxownxoom.Joaza O Roam Sq Ft: 13C75 W e v c n c�i FR L:qht Rego: 10.78 2849 < Lil CV CV oo EGD 3'DRAIN k 3-2 3- / W t ReW ded. 22.02 1 CIO Wnt Re¢ 5.39 i- F., 2-OM 2 SUPP. O 0 •\ - - Vent Prodded: 11.56 FROM 2nd STORY in ni " OPEN 5" ADO I' 2' F TURE 5EN01 o � o ` r� .wro 4 ------- �T----- 2349 W �L 00 I m o 5F' m C] 2x5 2xti d I N a 3 O [V Q iG cm °Co m 1 "1 io m - Id J 4'-fi' 3'-0' 4'-7' l m LL Q �F r 1 r.l G �,_.r t '�c!. 1 -3""-.. Pam, i+1 aap oaa�maroatnomra em 21c �p rll L, } o 0 0 � m LiJ W Ln WALK- ^'. ma I y �I J I PAN _. CL05 .n 2' 5" 3 DRAIN de I I. M9 I !r I , I- W � - -, ,._ I 0 2-3/4'SUPP. II �� HALL #1 _I o O ][ FROM xnd SD1RY -.. I I O_ .. r7 2's I�� .-._ co El J f� CL L� PF STATE - ----- 2 8 �• .,_,,., w r LA N a I o o cc IFR FR K r (� J Y I I Ll J C> Ink In k.,.J J �_ 0 i BATH #4 I v° 0 W Lu �GI I- '� ' 00 6'-0" TEMPORARY FLOOR FRAMING � U) � / a � ` +ssp oao c7raeoar�aax 1 - ym `7 GARAGE -�J Q N r t N = I9r-0" CLG. BEDROOM 1 '- a-+ Roan Sq Ft 1a#a.aa T ❑CLO LIVING ROOM W Qi CL m Light Req: 14.41 - OPE - w j Roam R 9 Ft: 15651 12 N 4- LI¢1t Prodded 54.42 �r � A Light Prov ded: 22.02 ro T Vent Req: 7.2 m I I 4-7" I I M o" Vent Provided: 28.16 I I�.. I I Vent Req_ 7.76 sx, N I 1 " g I I I 0 O Vert Pmrridsd! 11.55 N DINING ROOM I� °i ram �� o �I Roam Sq Ft: 156.83 I I o .r m I I I I m Q I I I zz c r I o x UhtRa: 13.35 ru i� rI 9 q I 1E �m v� Light PraoiderE 22,02 I I I od Vent Req: 6.57 c.Dr7 Vert Pmddd: 1L56 I I wi FR I 63,E"ORCRRtNMOVI77mP6 r FR r Iry n OPEN TO Ir o " ABOVE o o o O = Ir I FOYE R� m LL `tg'_O' CLG_ ---fir - ---- ---- OPEN Li B'-6' CLG, TRAY CLG FLAT io �- W 0 CV 3Di9 3049 3G49 3040 22'-11 7/8" � 7' 30r19-2 3 C o T-11 1 2 T-11 1 2 3'-8" 6'-10' 6'-10' 6'-10' 6'-10" 3'-8" 6'-4" 3'-8' 4-O" " " 4'-O" M I PORCH OERHANG, SLAB, POSTS AND RAILING I I FOR PORCH TO BE SUPPLIED AND INSTALLED I L L, L_ I ON-SITE BY BUILDER I � J -I � L------------------------------------------------J 2T-5' LY_ a 13'-8" UNIT"A" 13'-8" UNIT"B" 13'-8" UNIT"C" 13'-8" UNIT "D" 11'-11 1/2" UNIT "E" 11'-11 1/2" UNIT "F' 1" SPACE 1" SPACE 1' SPACE 1" SPACE 1rr SPACE 79'4" w f CD cc In ` Q 0 O n O SCOTTW 3/8/2017 9:45.28 AM NOTES: 1. DENOTES ADDITIONAL COLUMN IN BASEMENT 5. 9'-0" CLG-. MAIN HOUSE J 8'-0" CLG. GARAGE 9. 2. 2X6 EXTERIOR WALLS 16" O.C. 6. STAIRS TO BE 71/2" RISERS AND 10" TREADS PER BUILDERS REQUEST 10. ON IN FLR w 3. 2X4 MARRIAGE WALLS 16 O.C. 7. HEAT LOSS WAS CALCULATED W/R-21 INSULATION 11. d II 4. ROOF RAFTERS 16 O.C. S. 12. 0- 301 -- ---- - ' I I { Q W W u~i V) *5/5" CEILING GYP MECHANICALLY FASTENED` V3 w � o (D M d rr7 < �J r-. (D Ln p V) �J Of N 1" SPACE 6'-10" 6'-10' 1" SPACE 6'-10' 6'-10" 1' SPACE 6'-10" V-10" < CQ J I- L CtiJ 3oae-xLLJ � t J V W 12'-S16 I W U) 0 U 3049 3049 3049 Q J LLJ © _I _ < ~ cn ¢ 164 _ O + a W L i w W BEDROOM #4 _ cn 3D49 I Rams Sq Ft 155.56 m 1,j en D Light Rog: 12.45 I �, I -TEMPERED- Lght Providod: 33.03 10 {lent Reg: 9_22 i o SP vent Prodded 17 34 3049 W 0 fy CN235 0 L L1J cv w 0 d `Ox 3049-2 W t7r OPEN TO m U 0 BELOW • i242T 8-JET WJ N• 1 : SgiLUTER M M 1� ■ 0 LO❑ ARD SURROUND de ■ ' o rd:D. TILE DN-SITC I 8-11 1 2' 0 SURPUND — rq cf /! BATH #2 ■ �; BEDROOM #5 f- sse"oxo'araaeoma®rn �j = " Roam Sq Ft: 155.05 W C.4 --- Light Req: 12-4 3 W BATH #1 ' 0 --i r Light Providers 33.03 ca I `-L r~ Vent Req: 6.2 I H.C. w q' RAILING ON-SITE I Vent Prodded, 17.34 r 1i0 " RADON TURF VE ^ 0 ^� BY BUILDER L J 0 I m' do 2x5 �LIN_ i _j y i � ao 4'-6 1/2° 3'-0' f » 4'-11' -�I, a A 3-fi"o I m_ I �'y/ 0 4 6 1 2 ' N --------------------i--------------------i L L_ WALK-I WALK-IN �, 9'-4° r-� -�" 4•_50 z., 4•_g+1 fg' ��~ � I I w o L - ' I _•- CL05 IQ I® OSET -- i, LOFT I❑ �a oaocui■aroazaom 'n HALL #2 'c �. ti` 1 - 1 ._. 4, I - L. � ' ' WALK-IN WALK-IN CLOSET CLOSET �� I �1 Q � L -- N r I I I z N r---D rw — O — ■ BRAIN PAN O 4 I I o Q LI N i TO Las i 1❑ I I I I--- �` I I I` 0 Y9RE SHE5411'6-- ❑1 �� I I W' 1 r ' e 2X6 a '' I I fyt'y � : } 3042 I � !!�� - I I v) 12-10 1Q-1 3 6 �. ------ -----------f d- r ;p `a aa"aaaunr uomrs `rn r r I I � a m BEDROOM 3 d r _ ON-SITE , r Rome FL 378.52 59 R AI NG ON SI R,n1LING Light R : 30.26 o r I I •q BY UILDER 9Y BUILDER Cght Pmvid•d: 66.06 i � BEDROOM #2 r I I +.:ant Raq: 15.14 N Room Sq Ft: 153.46 o Dent PradPded: 34.68 _ht Rog: r lr R 12 26 9 9 'ht Provided: 19.62 r I L9 f m OPEN TO Veit R c 6.14 I I eaDw Veit Pro�ded: 11.4co f r I 1 � I I I I 3049 26'-5" rf r I r I r I � 12-10 �o I I tf] O r"7 r nI o I I LI- 'ol I I I I > 0 ■v „, O W 30a9-x I 3049-2 cv 3 3 I L-------------------- --------------------J 3'-61 6-4 30+9 3'-6' 3'-8" 6'-4" 3'-8' 6'-10" V-10" 7- IS-8" UNIT "G" 13'-8" UNIT"H" 13'-8' UNIT"1" 13'-8" UNIT "J" p_] 1" SPACE 1 SPACE " 1' SPACE r " J J LL r a Co Lo 00 �] Q SCOTTW 3 Sl�1717 9;45:28 AM , NOTES: 1. - DENOTES ADDITIONAL COLUMN IN BASEMENT 5. 8'-01, CLG. 9. 2. 2X6 EXTERIOR WALLS 161, O.C. 6■ 10. 3. 2X4 MARRIAGE WALLS 161, O.C. 7. 11. Q32 4. ROOF RAFTERS 161, O.C. S. 12. I �,� _,-, -- �_ - - -__ -_,�_,�_, ,-�---_ �,�_- I � �Z, , � , I I �, I I ,, - I - I "I _7___�__ , � -1 - , - � I � ,�1� 11 I - I I I .- I , ,% I I I 't � ,�� �_,_, � � ;1 I �11 11� 1�11.-I �_ - I I .� ,�: -1 , I �, � I � , I I I I I � � I I 11 I I I " ,, I I � ,�Y, I - � , ,�� - _ww_ , _�� -11� I � - 1 I " '' I � , , ;11 .1 I , - I I �' " I, � I � I 11 I I �11 I I I � � I . I . , � ...:� ". )'' � I I � -_, --a-----���� " - , I I � - � � ; ; , I - I I - , I I I I I I I I � I I I �, I I , � I .� � I � I � � , I I I , I � I I I � -I I I: I I, ,� I I I I I I . I I I I � I � � - � , � 1, � I I � , " , I - I I I I .11 � I I I I I I .1 � � I I I . I I � I I I � . I I ,. I - I I I I I � I I I � I I I, I I I I I I . - I I � . � 11 I , . I I I I I I � � I I I I I I I .I I . I I I I I I - I I I I ,� � I I . I I I I I I � , I I I 1, I I . . 11 I I I I � I I I � I I , � I � I I 1, ,�, I I I .1, I I I 1 I I I 11 I I � � I - I . 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INLET AND OUTLET TEES TO BE CAST IRON, , .FINISHED GRADE ,' I . 1 . I � I I I � . I I � I I I . I I : NOTES: 1. SEPTIC TANK SHALL'BE STEEL I I � I 0 0 000 0 0 0 0 0 0 0 0�50 000 0 ", . I . I 11 I 1 , I � I I . I I I I 0 000 0 0 0 0 0 0 0 0 0 0 0 0 1 i . 1. , �, I I � I � I I I I I I �SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE � I � I I � - I I � � I � on 0 * 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � I I � 1, � I I I - I I 1. ,� I I � �" i GIRD. EL. , 100.6' ,�' � - GRD. EL: 102.3' 1 � . I I REINFORCED CONCRETE. � I I I I I I I � . I I I I � 0 1 1 1 - I I I I I I 11 11 I I 11 0 __ , - � _ . I I I - I I - 11 . I I I TEES TO BE:CENTERED UNDER MANHOLE COVER. , REMOVABLE � I I -_ 2* WALLS I , - I . � 00 . _, � I I 11 I � I I � : I 1. I I. �� I 1�. I I I � . I I I I I I � - I I � ' � � . - I OC . 11 I GW. '90.5' - ES ' 92.3' � I I I 1 2. SEPTIC TANK TO WITHS I - I . NOTES: I I I � - I I - 0 � � I �, I I . EST. HIGH _ . _ T.� HIGH GW. . 1 I . � I . � ,- . 1 . � I � 11 1. I I . 11 � -1 0 � � I. 5 UNITS � 11 .1 I I I I I t * I -11 � I ,� I I I , � I � I I .1 I I I I COVER , � ,I I � , � , , I - I r% I I I . � I I I I I ". - 0 1 1 1 1 �I I _� � � I � I I I � I I I I . - UNLESS UNDER PAVEMENT, DRIVES OR : I I - I �� I I � ,� . I � I 11 I � I I I - I I I I � I � , - . 0 1 . I I I � 1 � �, .1 I , I I I I I - I � I I I � . I I I �HIGH DENSITY " _' I I I - 1, I 1 ( I .1 '. �� ,�,?, �A I�.� � I - � I , I I I I I � I I 1,1 -, .1 I . 1 -20 LOADING 11 11 11 -, 1, I I � I I I M.."0." ,47,0.:�; , I I . 11 , I I .1- 00 50" 12# 1 1 � I I I I I I 11 I , , 1� I . 1, I I � I - I :-��-%' 2" ' I � I -1 I " I �"' L6;A` Y D�'111 I I I ,� A," , r: � . , � ' I � I I I . " I . - � 0 1 1 1 � . I � 11 . . I ': � , � �, � ,�-:,,-�, "I", I I . I � I TRAVELED WAYS, WHEREIN H . 77-7t� 1. DIST. BOX TO.WITHSTAND H-1 0 LOADIM0 - � I � I � I I I I I I I M ,SAN � � LOAMY SAND " ': . � I SHALL APPLY. I � � � I : , I I I . . I M BAFMIM I UNIESS UNDER PAVEMENT, DRIVES OR � 4" PVC oo I I �I POLYET qYLENE INFILTRATOR 3050 0 1 , . � I � � - 1 1. 11`1,,�� ��,�, I I 11 I � I I I I I � I I I I I '' � % I I I I �, �, I - - - I I I 11 - . I 0 1 :, , � - C : � I I � - �, , .1 I TRAVELED WAYS WHEREIN H-20 LOADING PIPE , 0 1 zi, , � I I I I 0 1 1 1 1 1 1 T I I - I I I I I . I I - . ,� , - � .. 1 OYR4/2 � � � 3. AH PIPE CONN T T I I 0 0 0 1 1 1 1 1 1 11 10YR4/2 �. ,,", ,-,,I , I ECTIONS AND CONCRETE I I � ,�, - 2" , , ,, � - 1 5" I -I -2-24* DIA CONCRETE MANHOLES I ..� . I 1 t I : , ,'��,�' I,I _' ' -1 I j, ; � �",',,"�, . � I . CONSTRUCTION SHALL BE WATERTIGHT. I /.� 000000 0 0000;, 00 , .,,, I ''I', - I -, 11 I . I " B I- , 1 I . . � � I 0 0 000 C 0 0 1 1 1 1 I .1 -',,'� , I " � I . - I 0 5 I I . I I I I I " I I . �,. I - � � I il 1LOAM ";, . � I I :�, � I I . � - , I I I I I ; I I "I � " 15" 1 1 � ",, SHALL APPLY. I I � � , � - on 0 0 0 0 0 ) C 11 . I 1� I I 11 .1, I � I 11 I . �. I 1�1 ", ��X�l B , , 1', ��, 1�,� ,,�, � I I � I � 4. FILL ALL UNUSED KNOCKOUTS WITH ' � I I , I I , I I -Izpr� I - - I I 0 0 � n, 00 00 I I I I , I METAL HANDLES BROUGHT � I � I . 0 0 0 11 , �SANDY tOAM I 6* ,OF FINISH GRADE � I I I I I I ,�'SANDY ' �- I,'1, � I � I I I I I T I I I .. .. I I , , . . . I I . I � I 11 , � I . I I I I I I � � I ' I 1�;`, :, 1; I . I I � I . . T 11 - "�� , I I - . . I I � I I . I I ,� I , , � I I __ I I I � . � . 1, 1'1_�, � "') � , I I MORTAR, � 11 . I 1: 2. PROVIDE INLET TEE OR BAFFLE WHERE - .- I . - . , � .1 11�:'',2.5Y6/6 I , , 2.5Y6/6 ,1 , I I I ., 610 ITS ��, I . I I � - I I I I I I I I 11 � . I I I 11 - I I I I I , " - � I - GENERAL NOTES: � I I I I , -- NO ADJUSTMENT REQUIRED I ' � � - 5.5" OU I - �45 1 1 1 1 1 1 9 EL = ,99-l' 1 1.8" . , 25" . I I I . I I � I - I � ! -I " ; , , 11 I � I � I 1� � A I I I 2 I I I � 1. I . I I 1. �� I TEE TO BE UNDER , I I - . - I , SLOPE OF PIPE EXCEEDS 0.08 FT./FT IOR . I - I ' ' I � I - I I I � I I 11 , , I I � I .1 � I 1 00.2' � I I I I , -6: -4.':A 11 . I i I I - -- 11 I . I 11 � I I - EL = . I I I I I . 12" MIN.I � - I � 11 FA� A.%-.'4 ,'.'.'-'Q A 3!.,,m I I I � I I E!LAN MEW ' I . - 1. THIS PLAN IS FOR DESIGN AND ; . I I � I I I � I PER HEALTH AGENT. � � ' .I � � � - � I -LEACHING CHAMBERS I � I � I I - I I I - ,� I � i � I I 11 . I I . M.H. 'OPENING , I I I I I ,-r � , I I I I 1, I � - - I I � � . I I I I I I I . 11 I L CO R I , IN PUMPED,SYSTEM. I � I I 11 I I '� I , - I '' I", I '1� 11 I I I . CONSTRUCTION OF ,THE SEWAGE � � I I � , I 1 3w , I . � : I . I I - I I I I I � I I � I .1 . I I I "I I � . I I I I I I 11 I 11 � I I I I I I I . I 4 -Z A. � I I I, I .� M I I- , I I I I - � � �I I ' 'I � 11 I � �" � , 1� 'L .r � I �, � I � I I � � I DISPOSAL FACILITY ONLY. , , I I ��11 I I . - I I I I I � I I � I - I . I � I - - . i . I . I I I I . I- I I � .� I I I I I I - � � � � I I I 1 I ' 2", , 3. FIRST TWO FEET OF PIPE OUT OF DISTr. . I I � I I � I I � . �, . -I"� , I , I I I I � � � I � � I I I . RAISE M.H W I , I F4w , I L 4�,�,01' BOTTOM ON LEVEL-"�<-,AZ I � � I _� I . I � LOAM & SED,DISTURBED ,AREAS 11 2. 'ALL CONSTRUCTION METHODS AND , .� 1' � - , I I I � I I I � I 1, 11 I , - MIN. 3/4-TO - � I . I I I � I I I � I I I BOX TO BE LAID LEVEL 11, .- I . I I , I I � �. I I I 1 I I 1 10,-60 SEWER BR . p : " L - � , STABIF BASE , \_ 6 - � � � I I � � I I -,' ' � � ,_ � . I � � . � I � I I . ICK , . , "". . i � . � - CRUSHED 11 MATERIALS SHALL CONFORM TO MASS. I 1 , I � 1 � '.- ,.:�- --, . I //////////Z///////,/,/ I I I� I � I I �� I � � . 1 . 1 I I I I I ..# . I � 1 1/2 , 1 7777777 1 . D.E.P I � I I �I I I� I I I I - I � � I 11 .1 I. I I � I I I I . I I I - 101-00 I& MORTAR, ,�� 4 1 1 1 N I ; I STONE BASE I 4. ,ALL PIPE CONNECTIONS AND CONCREITE 13' ,MAX. 1, C P CTED FILL 36" �MAXIMUM, , 12"MINI M I TITLE 5 AND LOCAL BOARD, I , I - I I . I � 5 -, . I I I I 11 I � I I I I . I , I I I I CONSTRUCTION SHALL BE WATERTIGHT.. - I I I I I � . 1 � I I � 8 . I I I I I . I � -_ . :NORMAL WATER LEVEL 12*1 . . � I I I I I � I . . � �, OF HEALTH REGULATIONS. -, I I I - I � I I 1 58 � I I . I I .1 I I .;f � 0 � I ;�: z � � � I- . 11 I 11 I � I I I . I I I I I I 0 0 0 0 0 0 '', 000 0 0 0 0 OX I � I I " I I I I I I %-a I I, � I I I $11,�, . .1 I I I ,� I I 11 I I 11 � I I I I I 1. I � I I \-/ � it, I L * % I I -- - ---'= \-1-7 I I . � "- . 5. FILL �ALL UNUSED - - I - I ', 0 0 0 0 o0v � v 0 0 00 %j 0 3* LAYER 3. :ALL PIPES LOCATED UNDER PAVEMENT ' ' �I I I I ''I 1 I I . � I I � I I . I -, - I I I :U , I . KNOCKOUTS WITH M(ORTAR. ' ' I 11 - I I I I . , I � 11 I I � I � I I . . 11 I I � I - I .. 1 0", � I � I J: � I I I I I . -I � 71 I I I ' 'I �< PEASTONE OR TRAVELED WAY SHALL BE SCHEDULE , I I I I �� . C - I ' - C I I I I I I TI , I ' - � 14" .- ' - � . I I I .1, . I .� 11 I 0 co HIGH - 000 0 1 1 . 40 OR EQUAL ., � I�, �I I � I � I . � I I , COARSE SAND ,, , - ' I COARSE SAND I � I I I � � I I *�_wd T INLET,TEE , I I I 'I 4�9' , , - � - I 1 301/2- 1 1 1 1 1- 11 � 11 � I I I .� 11 30" T I'll � 0 ENSITY , 10 0 . I 11 1 I I I 11 I 1, - � � 1� ��, I I I I " I I I � 1 24" - :POLYETHYLENE, 4 THERE ARE NO KNOWN PRIVATE WELLS , ' I I .: � I I � I I I I I I I . I I � I � I I I I � I I �, L 1, , � 01i . I � I EFFEC. � : 1-0 INFILTRATOR. 6utfu ,�,e 0 � I I LOCATED WITHIN 150 FT. OF THE�, I I I " I � I .1 2.5Y7/6, I . �2.5Y7/6 � I - I T K I 11 � 01, I I I , , � , §00 0 , I I � ., � . I i I 11 , I I � I � 11, � I . V-4 1 ; I � � I I I 11 I � I 11 I I I I I I 1 40 00 I . L 11 I � . I I . I I I I I - . . I I 11 19T Bw ON �#: I I I I I � I . I 11 I " �, I I I L DO C 5t-2* 4'-61* 1 :'- 4'-W MIN. ' -5 ,12' ) . I I - I . I . - - I I I � I I DEPTH - I I �LEACHING I 0 1 � . I . I I . I . 4 I � I I I I I I I . Tm I I I 11 - t I 1, I � I �� 0 .., I � PROPOSED LEACHING FACILITY NOR � � I . I � . I, - I , 0 , ANY KNOWN WELLS PROPOSED WITHIN , I � . I I I I " - I - , - - I *) � . I I I I I 11 I C__ i 2 :* LIQUID DEPTH- I II GAS Cmmm) � I - I I ��%00 , ,, � � � I I I � I I 5 6. I * : I I I 07_ ( ' I I I I x - � I 1 50-8 ... I I " . I I I -.0 � I I - I CHAMBER - I 1� . I 11 " I I I 11 (D I I I I I . PR' I I - , � �����.........."I',"", - � . I . I � I .1 - I "' � I I I 11 . 11 I I I � I I I � I I I If _* I I I I I I I I - `I-,_,__V�l _� -_ _� I I . � I I I I I � I I . � I I � � I I � I I-V "I, A�� I I," . . I � ' ' I I ,� I I I � I �I I I I I I I I I ,st .-: - , , -, . :;_ 11 I , Box , I I I I I 11 -1 I � I I I 1. I I ,. I I I I I _� I - I I I I �, . I I , 11 .- I I I � I I I . . I 11 � I ' ' � , I I I I I - I L I I I . , " I I I 1 5. WITHIN LIMIT OF EXCAVA11ON REMOVE - I I � I I I .I I � I I I . I . I ECAST DIST. � , � 11 " - .........................��� 31e - 1 1/2" , 150' OF ANY-KNOWN LEA ING FACILITY. - . ,� I I I I . I I I � I 11 .. I , , ,-,�,-,,7/2x7z:r-.-, CH � I I I I � - I I I I I I I INDICATES � I � I I - __ __ _ - - � :��j , , I - ,--V , I I ,� 11� I I 1� � - 50" 1 11 � � I I I I I . - I I ., - i . � . I - 47 �il I I I � .1 - I . 11 1.7 I . - I , [ , -_ . ;j;'.0:,: - -.7.--:-_-.1�:!:-,-?-:- 1 - -r-\ _71-\ /-= I I I I I I I � I . 1 47" � ALL TOPSOILe SUBSOIL AND OTHER I I . I I � I I I � I 'V OBSERVED I I r1% t-n I 1:1 . .,*-;r,i&_:!��,::,;,;r---. , - -:r::,i I / I I I I 11 I � � . �q I I WASHED STONE , , I 1, I � � I I I I : =m= 120". 9 , 1 120" 1 __� I I I I _�:j I� .I .1 I 1-t I 11 .� 1. - � I I 11 � : 11 - � �, . � ..I 1 -129 ,�' - I 11 � , � . 11 IMPERVIOUS MATERIAL - I I I " I ,1.I I�, I - EL = 90.5' 1, - I - GROUND WATER I . I I I TTOM ON LEVEL STABLE BASE .V:zg L_ -, ', 1 11 � . I � I , ;, I , I , I I I I I I . I I I � EL = 92.3 1. I BO I � I I I " I � I � � 1, I I I I � 11 . � � � 11 I I I I I I � 11 I I . � I I - I � - - I I I I I . 11 I 1 I � I- � � I � I I I � 11 I I 11 I ' I ' � I I . � � I I I I I I . . I I I . V19-_ - I 1 __�3 � I, 14 ' I I I I I I - :' ' I � I , I I I I I I � I I I , I vz I i I - I 11 I � I � - I � 1 6. REPLACE WITH CLEAN WASHED SAND ' - � .11 p I I I I ' I I ' I : I PLAN VIEW I I I . 11 I 1 7 1/2 1 1 1 � I � I I .11 I I . I I 1 22' -I , I I � I � . -, . ': , I I 0 TO � &_1_,my411_ � I I I . I. , I I I - � I . �� I : ': , � ,, . I � 11 I 1 I 1 � I � I ,� I �' . I I , I , "DATE: -1 'I 11 . I ,., � ' I I I � I 1 6" M 4�� � I -,OR OTHER CLEAN GRANULAR SOILS . I I I I I � -, I , DATE: , I I I INDICATES I - I " � ' I I 11 � I I I I I- I I I I .1 I I I 11 I .11 , I I I IN. 3/4 ��'r CROSS-SEC11ON VIEW , - . I I � � I I I . I I . . I I � I I � I , I I I I � 11 I I � 1 . 115/22/01 11 I I . 1, � - � :11, I " I - - I I � I 1 I , I - PLAN MEW , . " I I ,�� I I - I : 1 I I �, . 1 I . -1 � , I _� CROSS-SECTIQN 'OF -CHAMBER � I I I � I � � - ''I I . 5 22/01 , Z 11 � � I I 11, L v , ES11MATED ' � � I � 1 1/2 ,STONE " L I � I I � , I . I I . I � I 11 1, �, I I . � I ,� I CONFORMING TO THE FOLLOWING ,- I I I � I I I I I .. � I I __= I 2 I I I I 1, I le I I . � I I . I � I ,.I- � I 11, � �,_ �� I I I I I I I I ; I . - I � I I 11 I 11 I � I � I � ,1. � . I I I , SEASONAL HIGH I I I I I I � SIEVE ANALYSIS: - I 11 I � �, � I TEST BY- ' I �I I'll L .:TEST BY. `� I I I . I I ' 'I I I I � I I I .1 I . I I I �1� I I I � 11, � I IL I I . 711 .1 I .1 I I I I . . I I 11 I I I ��_ 1: 1 I - 11 � .1 �,� � I I - I 11 � � I - I I I I GROUND WATER I - I . 11 , I I I . I I I I L I I I I I I 1. �. ,. I I � � I I I 11 THE BSC' �GROUP, INC. : ',� THE BSC GROUP, INC. , I , � I I I I -"I I I I I I 11 . . I . I �, _1 1, I I ,I I I 10% (MAX) BY WT. SHALL' . I I - , ' 'I V � �- I I - I I � L� 1� . . I I I � I I I � 11 " I I 1. 1, I I 11 I I I I � I . �11 111. . I I I I � I 1 . I � - I � 11 I I 11 � I .. I,-'' I . I I I 11 - , � � I � � LEGEND I I � I 11 . I I I I I I I I � I I I I � I I I � I I I � I I 11 11 I 11 , . % I I , I.,I . I - SI I � 11 I I I , � I I I I � , , , � , :E / I I " � I I I I I I I I I � � I I I - 1 �, I - , , I I I � ' NOTE: � I . . I � I � I'll . I � I I � �� , I - - I 0 1 � L I- - I I k-A-4 I EXISTING :� � I I � I '' I WITNESSED BY. �� � WITNESSED BY: I I . � I I 11 � . I I I . I I I i I I T 22 AUDREYS I LANE I '' I � I %%OF -� . � I 4, I I I I<10 % OF No. 4 SIEW SHALL 1 �L " I "� I -Dcm ,, INDICATES � G I � � I � I -1 ' " G. HARRINGTON D04 I . I � I I I I I I WELL - I � I I I . � . 11 I 1. � I � :� G. HARRINGTON 11 . 1 1 I I I 11 DESIGN - CRITERIA. I . 1 I � I � I , I ' � I I I I I . AND 18 BRENDAS LANE HAVE- RECENTLY I I I - I" - I I 1 <5 % OF No. 4 SIEVE SHALL I I .: � � I ,� I I I I ' � I I . - ''I - I I I I � - I- I _1 1 I I I � I I - I I I 11 I I � I - I . I ,_ � PERC.� RATE. , � PERC RATE: ., - -0 TEST , UP UTILITY POLE , . _"q,_���� TIED INTO THE TOWN WATER SUPPLY. OWNERS' I I I I -.A4 v IDESIGN FLOW:I I I . I : PASS No. 200. __ :� , , , I I I .,_� � � - DO' : PERC. , I I I I I � � I ;;0 � I . I - � . I I � I I I I I I I I � I I I , I . I . i I I ?A CPAIGA- � CA �, . 1 � I I I I I I �. I . - 1. , � I I I 11 I 1 I I I � I � . I UPL I UTILITY, POLEJ LIGHT 11 . 11 I I ., I m � " I . i I 11 I ' � .. �, I IL 11 I - I I I 11 � 1. I � 2 MIN.,ANCH L I � 1 2 MIN./INCH , , I I 1 I I I . I ,� 1, L I "I I � I � . INDICATE THAT EXISTING WELLS ARE TO BE I - � .� I �; . I I I UNIFORMITY COEFFICIENT 0 No. 4 � I I I - 1� I I I � , I . I I 1 . L2: � I I . � 1� 0 I 14MM I �,I " ' � _1111._ I L� ,, I % 1, I I I ' �11 �TOF, 1, TOP OF FOUNDATION - _ , 1 . I 11 11 'I, I., I I . 11 I I �� , USED FOR IRRIGATION PURPOSES ONLY. - I? � I I 1. I !1. - 4 BEDROOMS AT110G.P.B./D, 440 G.P.D. I , I_" I SIEVE </=6.0 .,:'' I � ' I'll , I 11� I I INDICATES ; , - I I I I I I , I r I :, � I SOIL EVALUATOR �- ,SOIL EVALUATOR - I I I � � - - - - 1 I � _ , 11 I -_ � I I I I ��I Af. �� I � I I � I— I. - 11 ", �I ,� 11 I I i� I I ,��,_ 4 1 1 1 1 1 1 � 1. � - I . - I I '', ''I 11 " 11 I *_ i I I I I 11 I 11 � , " I�1� . 1, �; , � � I I � I I � I . I I I I I � I I I 15 � I ' I I I . I � I I I I , UNSUITABLE TOS . . � � I � � I � 6 � ". I I � - I I I I � - 7. EXISTING UTILITIES WHERE SHOWN ,; � , I - I I , I 11 I I I �. I I 11 I- 11 I I I I . , I I I I 1-1 11 � � . I I I I I I I I I , I I I I I M. PETRIN : � "I , I , M. PETRIN � - I ". I I MATERIAL ND WITH DRILL HOLE I � ' 0 1 .I 11 IF I I - - UO2 I I , I L I I - I . .1 I I . I I� I , 1 � 11 I 11 I I -TP#6 , 2001 TEST PIT _� I I I I L I I I I ' ' I � 11 I �GERTUIDEIO DONNELL ' � I I . � I I � I 1� I I I I I � I 11 I I . 11 I � I� I " 1� - IN THE DRAWINGS AR I - I,, : �� , 11 ; I I I ". I � I I 1 I : � � I . : - - - I I . I " ,. 11 . SOIL CLASS: .. I .1 SOIL CLASS: , . I I I I � � � I I I I I I I . � I I I _ . I I � .. I I I I ,, I THE CONTRACTOR SHALL BE RMPON- ' ,, � , I . - -_ I - I � I I � �, I N/F , -, - . I � 1, . I 11 � I .1 � . 11 � : '� ff�EQUIRED SEPTIC TANKJ : I I I 1! I - ., L -, -1 � 11 � I � I .� I I . � I 1 I � � I 1, I I . . � 1��,22 AUDI'EYS LANE I I . . I I � I I I ,� - , I I I � - I � I 1 . I � L1. I 1 - �_ � ;' ` I I I � i I '_ I _� �� � � I . I I 11 ' �,-�I;, I I 11 I � I I I I I I I I I I � � . ROBERT SHEA , ', , , � � I 1> - � - I . 11 ' 'I I 1, I . I? I I , �� 1. 11 I I SIBLE FOR PROPERLY LOCATING AND - ' ' I 11 I . I I . - � I I I I I I � I 11 I ASSESSCRS MAP 18 � . . . � I -1 of � I � I ,, '. COORDINATING 114E PROPOSED CON- ' I '' L � . � I I I I .. I I I I I 11 . � I I 11 � . � I I . I I I � SEPTIC . I 1 440 X 200% � I 1 = 880 GAL. , I . '. � I I � � 1� "I 1� - � I � � I I I I I 1 44 AUDREY'S LAN E - �, I I � I . � - 4 / I . I . �, I � �i � ,� . I � � I - I � � I � �, I � . , . - - � PA I . . I I � - ., I � - - �; I 11 I I I I I m I FtEL 59 � I I I 11 I I I � , I . I , . STRUCTION ACTIVITY WITH DIG-SAFE , , I i I I L.T.A.R.' � 11 I I I L L.T.A.R. , , I I I I I I 11 � " I � .- � I I 1". � � - I .1 - 1 �, . 11 � L 1, � � I � � � I , I - , 1500 AL . � , TILITY , -1� I I - I � I I I I I I I,. ASSESSORS MAP 28 1 .I 11 I � I : (PUBlip WATER) 11 I I - I � I � I SEPTIC ,7ANK "PROVIDED: - ' . I 11 1. AND THE APPUCA13LE U ,� I I ,� . I )G.P.b.1SQ.F P.D./SQ.FT. , I I I � � I � I� I , 1. 1 ; I . I � � . I I I - I ---------� 1, I I ,- � I I I I I I I ' 1�� � '' � - I � I . � I j , . I �, I . � i ., I I I I I I � I I 'COMPANY,.AND MAINTAININ THE . I I � 11 I I � 0.74 1 � "T." �� ' I- -0.74 G .� I I I I � � I . PARCEL 60 , 11" I I I � � (FMLYPRIVATE) , , � � .- I I I I I I I , - I I I I I I 11 G ", I I 11 I � I I . I L � � I 1, I I I I I � I "I I . 11 I - - � -1 I I I - � � . EXISTING UTILITY SYSTEM IN SERVICE. , � I ." ,_,� e � I, - (PRIVATE WATER) � � - , I jj� � . 0 1 . � . � I ,� " I 1, I � I I I I I I I I . . � I I I I I . . I - � I 11 , I I I �, 11, I I I I I I I I I I I I I I 1-: , � . I I I I I 0' ' I I � I �, I � . I - - I I I .1 � DIG-SAFE SHALL.BE NOTIFIED PER I 11 I'll , , . I I I I . . I I I � I � I I �. � I - � I � I "I . � I I 11 . I � � I � � .- I I I SEPTIC I I I I . � > I I , SEPTIC � I � � I � I I I . - [SIZE OF I 11 I " 1 .i " ,� I I I I I . I .. LEACHING FACILITY REQUI �THE STATE OF I : , I , I I I I � I , � I I I I �. DATUIVI. I , , I 1� � --1�11 � , I � I 11 I I � . - : I � � I I I I '' I I , ,I .11 - - I I i I i I I I 11 I . I � I I I � I � I I � - I 11 I 1, I ,,MASSACHUSETTS , , I ' I 1, I � ,1. - � �_ , � .� I �� I 11 � I I I . � � I I I � I I I ; I � I . ' I i :1 I I 11 I � I 11� 1 I I - I I � I I STATUTE CHAPTER 82, SECTION 409 � 11 ', ,j .1� � � . � I , I � I I I . I I � � % I � � I � I . . I 11 . I . I � I - I ; ,,. 1 I I I I I VERTICAL DATUM I: I ASSUMED 1: I . � I L . I I - � I I I I - e, E , � .: I CBDH ' - I I I' 11 , I 1- , I �, I . 11 I I I , DESIGN. PERC. IRATE. <2 MIN./-INCH , , THE :� ' I � I 1, IL I . I I I - I I -----------� I I .1 � I . . I - I I I � � t4 27-33!1 1 1 1 . I - - 1 : I 11 I . I I - - I . I I I I I I AT TEL, 1-888-344-72,33. 1 1 - I . I I I , Be 1, 11 FOUND - ' I I I I I I I I I I I � I � � 11 , 11 I . I � � 1 21, 1 � I I , I 11 I I � � - I I � I � 11 ,, I I I , I I I I I 11 - I � I 10 I I , .. � � 1. � I I I � I . . -0. I ' ENGINEER DOES NOT GUARANTEE, " I I I . I I I . I I I I � I I . I I � I 99.ral - 1 .- I I I I � I I � I I . I I- I .. 1 74 - G.P.'D/S.F.I I OR THAT ALL' , 1 1, L � I I � I I ...M. � I I , � , - I I I I. 11 I . 11 I -11 I I . I U, (3-11 1� I SEPTIC , I I I I . I I , I THEIR -ACCURACY 1� I I �, I � I I I I .: � I � � � I I L �11 I I I 1, I I I 11 I . � I �. I I .1 I I 1, � I I I I � I I � . . ... . I- 11 I . I . I I I I I I I � I �, . I - I I I " . - I I 1, I . �� I I I I I I I -1 I I I � I , I I � I � � I �:, I I I . � I I I I �I � � I . I 11 I LjNy\ �FENC , 11, � ... 1, . , I 11 11 I , I I I � I ; I- I- ,, I I I I -11 � -� I I I I : % 'UTILITIES AND SUBSURFACE STRUCTURES - I. 0 � . � I 11 � � �. I .... I I I I - _ .� 11 I L � I I I � I . I I I I . �, I I .11 11� � I � -, BENCH MARK 'SET::, , ' '-,PK NAIL SET.� ELEVATION 100.00 , � I . I I I I ,� I . I I - C AAN � .01 �, , I I - .... � .... I I . - � i -1 , , I I I I I I .I I I I� I I ' ' I I I I 440 GPD4 . 0,74 GPD/SF ; = .596 1 S.F ' 11, �ARE SHOWN.,LOCATIONS AND ' ' 1 . � I 11 . I I . . �. � I � , I � 1i � � - I I I I I 1. � . � 1. I � � � I I I I I . I -` , .... I CBDH , , ,� I 11 I . I � I � I . . I I I I 1, -1 I .1 I � - ,�� .1-1 I I C I ;��, I : I I I I \ .:, , " ! I I I I I I I I I ., I I I � - I I - I I I , 'ELEVATIONS OF UNDERGROUND UTILITIES 11 � .1 1 .1 ''I I I . . I I � 1, I I I 11 I I I . . I � - i I I � � I I I I I 'll I I I I I � - I , r I � I . I I I -_ . I I I I � I - I I I 11*1 R=30.00' .." 11 ILI . FOUND. : if I I I � I : I 1. 11�-1- ," . � N/F : , I I I I _ � '' I � 11 I 1�1_ �_, I -1�1� I � �, I I I I . I '.,�� � I I I �� � I . ., , � � � - , I I I I 11 I - � I I I � w I 11 I �� I I I I I I I I - I � � � �� I I I � -111, � " ....:*-- : - , I . N/F I - I I N/F I I . I 1 � I I I I I � �TAKEN ,FROM RECORD PLANS. THE .- I I I , I � I I I � � I I I I � ; , L=27.59' I ' ... ..� I - 1 1 1 1 1 . I I . � - . � , I ,� 1, I I 1 . , - ' - - I - - I I I I - . I 1. , I ''I I . I 1 � I / I . � .��, . .,. - .." � , �.�- � � � ,.L - � I , - I . � I I"I CONTRACTOR SHALL"VERIFY SIZE, - :' �,�', � 1 i . I I 11 �, I I , I I I I � I I I —, I , I I 11 � I I " I I I I � I � I '' I ; ., I .,. I I , I I � �543 WAKEBY ROAD ' GEORGE MANNING I SIZE OF LEACHING FACILITY PROmbED:j ' I' ),-� .LOCA11ON AND INVERTS 'OF I ,_ ,I � ' I � � . 11 . PROFILE:` , NOT ,70 SCALE , I I I � I I I I I � � � . I -If. ; .. .., I ..... ., � �: i , ' BRUCE�CROSBY ,� ' I � I I I � I , , I � I - � I I . I I I I I I I I � 546 WAKEBY ROA � I � I I I 11 . I ' I 'll I I I I . � �� . I -, _. I I I L I -1 L I . . . - 1\ I � ,\ G " 1� I � . �, , I I I I I b I ASSESSORS ,MAP 28 1 1 D I � �, I UTILITIES I � I � � � - I 1. . � . I - I 11 I I I I 11 � � I I I I I I 4 ,.-.1`1 ,\ � .*, � . E . , I I I 11 I . .1 I I . - I I I 4,� , - " : 1 I � 1� .1 I I 1- I 11 I I � . I I I I I . 11 / I - � � ...� I I 11 �� : , ..,.. I -11 I � � I � 11 I -1 I _� I I ' ' � I . 1 I - I ,.I 11 11 I ". AND STRUCTURES AS REQUIRED PRIOR � 4 : � I I I I I I I I I I , I 1 . . I ., .I . I I � . I � .11, I I I I _, 1�" - , 1, � , I I . � .L I I I I � I I I I I - , I � I I I I I I L f � , C', "I I I.., 1, I � 1� ASSESSORS MAP ,28 I � 1, I S K4AP 28 ' ' ' ' - ' , 11 � I I I I '. � 11 I I - 11 . .110, ,,.%- Qj, � 11 I � . I PARCEL 62 , I I I � I EL=A- ,I ,�' I � I � i , ,. . . I USE , HIGH D ENE , -' I I ,� I I � . � I . . I � " I I FIRST PIPE LENGTH' I � I I I I I 0 -11 .., I , .. .. , . ., , . I'll, -1 )" ., . I I I I ' I TO THE START.OF_CONSTRUC ON. , � ,� I '! 1 -9c)- SEPTIC I � I � I I � I 11 � I I � I I � I I I � I I I I 11 .1 I I lo-.1 I . I I I I - I I I I PARCEL 28 - �� _ ' . � �f I e I . � 1. 11 . � ,_ I I . I I I 'll I � I TOP FOUNDA71ON ' . � I 11 I . I � I I .� I I / � � I -\ ... " �, �", � ,� I �, .-. � I - PARCEL 63 1 - � 1. I I (PRIVATE WATER) I I I I' � 1_1 I " � c � ,, ,:, 1. I I 1, I I . � I I TO BE SET LEVEL � , I I I I � 1� I z I , . . � . � � 1, � I 11 I I - LEACHING CHAMBERS(4, UNITS) ,12 X2'X50',, " I I : 1'� . - � I . CONCRETE COVERS TO WITHIN I I ' 'I � I I I � - ** I I �: (PUBLIC WATER) � � , , �11 1 I I ��� I "I, I I . I 1 I 1� I I �, ' -7 1 ' 'I � . � 11 I I I I I I I I I / . I -\1_` I - I -_� :. . � 1- I �0 . I I I I I I (PRIVATE WATER) I I- . ,, I I I � - I � I I I . I.- EL=102.0' - i� - I � :FOR MIN. 2' 1 1 1 � . / _ r � �.'. .. .�. , I I � I . - I. I -, I �z I I � I 11 I I I I I , 1 6" OF,FINISHED GRADE.� , , " I . I . 01 I I , I -,-;o ft _.. - - - _*1 , I-- .. . i , I I I I � I I I 11 . � � I I 1� I I . I _ I - - I I I ,� � I I I I - 1 , 1 8. THIS SYSTEM IS NOT DESIGNED FOR I 1� ., I � 11 I r � I I � 11 . I I � ..., - . i I - : I . - I I I I I . I I I . " I � " . �, 11 � i � 11 I 11 . I 1� I I �' I I - . � FINISH GRADE I 1� �, I � . I I (0 I I / 1: 11 �, ..* 1, _.. I" I 11 I I � (FMLY PRIVATE) , � _-� I I I L I ,� I " I I I . � I I " 11 , I I . I 1 - I 'THE USE,OF A GARBAGE GRINDER. �, , - - �I 11 , : I I - I , � � 1� I . I I I . I - �I . 41. 11 .��. I -1-)-.,� - WG � w 4 � I I I I I �, -11 � . I I = I . I :. I 11 I I EL-I 00'* L . , I :, , I . � � � 1. I _� I �,& :,-�_..-. I .- I .... I I I I SIDEWALL = �2(12f+451) , k:2' 228 1 1 1 1 � --,* , I I- - I � I I �I I 11 I I I- A GARBAGE�GRINDER IS NOT ' ' 1� , . I � . 00 I I ,,, _� I .. I � 11 I - I I I % L ., I I ., I I 1 : -1 L I , � I I I I I 1, : 1. I I ,.,,-*.* . . v I I I . I 1, I I 11 I 11 I 11 1, i I ,, I I 1 4 1 1 1 . I *1 � I I I I I I I � I I I , � � , � . I ,� .I � , " I - - I ,; I � I N/F7 " � -P�. ZO � " ,I , �p N 10 I - - - , , .I I X - ', . I �L I I I , I ' PVC SCH 41�� 1 , I I -/-.* � -.** I I I �, I 11 I � _. . I I ., I , r . I I I = -- I , , I� I �L . . - ::: "i*. , �� � 11 I � .1 I I , ,. , I . .1 I I I � I I * - , i*. . . � I " � . � I I - - I � I I 0 - . - , � �� I I __� I I I - , 11, -1 - I � I � 121 � 45' 1 = 540 1 , RECOMMENDED DUE TO RECOGNIZED "� I I .I - . . P 7 �, I � I I I �'/ / _ - I ROBERT., & USA BOURQUE , .p'. I ./ I � (5% ta -.-� , I i . � ...... � ,� 11 I I � ''I � � I . � I I I � , �, I .ADVERSE IMPACTS TO THE LEACHING I 1 !� � m. � - r . I � . ; . I . I , ' ')�... . . � I I - I � N ___-�_ I � I � 1, .1 I I � PVC A04 . I I -, ; . "L � -, �, I . , , _, I 11 � I-I 1 . I I I-� I -_ I . -I . - -_ - - �1 �,-_ 11 � -,-- L I I 768S.F_ C112TY. �. I 11 I I . I ,_ -___ � --� ---- -_ -, -- - - _� �, I � - 1 _4 �, '' ING CHAMBER �, � . 144 CHIPPINGSTONE ROAD � x -_1 - , �, ; I�: 11.1 I � I � '. � 41" E ,"" 1!�$ ___ -__-_.__ �� ., - __ - _ �- __ � _ _-77�� 1, , ,:,-,� : - , ,-. ,-, ,,�--- ,__ - - k �". � L,I I I I I I "�Y I 11 - 1_� I � Z) ... I I -� " lw ; _� -,__.__ �.f _- -,__'.- "': __- . -- .I I___�_,-_-.- __ v 11 � _1 - . _� � � "I I_, - I-��!PI-____-, �� I- 11 . . I 1 , 1 4* P I - ?T!, 1 -4 - ,/ / I , I I: .. 1:*.I i I;v , � I r :� � . � I - - 11� - �* "... .- I I I I � _._--j 0 1 - .1 - I -1 I . I I < , . 1 � I I I .11 , ,I 1 I - 1 _ 1 I __�% � I � I I . 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I 1 5 OUTLET � I � � I � I I I � I I .... �, 1_� ___ - ri..- � I - I I I I I I I I � I - I .. 1� � I � � I I I � I I d I 1� 1 - " _ �Ii I I . I I , I . I I - I -.% ' ' .. % HW----j- , , I TOWN OF, �'BARNSTABLE REGi BOT., AREA : , I . LLj_1.j*�' I � I ���01 , � ' I I . I . I I , I I , - tij 1 UIU I , I I I I � , I I 11 I I I I I - I I I I � I I I� I I I � I I I � I . . I I I -� I I r I I � ,% 1 4 . . � � I I I: - � I� . I I I I 11 � I I I I . . I � 11 - ` ' 11 I I I - - I I I I - I '. - I � � I b. I I�I I I . � �. I � I I�, '� , � � _� 11 I If I I �_ ,%*. 11'� 11_ 11 � .' '. 11 . 11 I ___1 . , , . - jl I I I , BOTTOM _= : (121+1 IX 45+1)-,- = ' 598S.F. � 11 . I I � I 'll. 11 �-' 11 � � ". I 1� ,, I 1- 11 111 �L��', 1:__", ., ' ' "I .r . . I I .., I .. . .!-I.i-11 - I I ===Ai In - �� � I I DIST. BOX I 5 SEPARATION � .. I . �.1 .LL. ____4._ up I I L-L- , L I � I I I - - - I . - - � - I I , :0� I _____� I I UP I I , I I 11 I I :_ I , 1500 GALLON , ', I I I . I . I I I . �I I-11 I I I - I � I I I I � I . N\ . :.:.., N.%k., 11 I �I - - f*-. I I 11 . - "I � I . , I � " . � I I I I I . , _ I � I I I I . 11 11 � .1 I I I 11 I 1, � I ,; I ,� I I I . I I , I . . I I I I I r . I I . � � I I . , I,P-- I L I I 11 I 11 I � I I - I . I ��, I ; � I I I L � I I I I � ' '� I I I � __1 1'� 1 14.11: .. I � / EXISTING BITUMINOUS I '! ,� I to, _,____�, I 1 : I I I I" I I " I -1. 1, I I I ' ' I I I I - �0 ,' ,\6 1 "' *_.�, � I I ./ I I � I SEPTIC TANK � , I I I � I I _ � I I I I -1 , � � I � I I I I L I I I , I I " � , -1 - . �, I I I I I I N I �: I- I . . I � � I 1, I I I I � � . I 1 . � . I . I 1. .1 � , � I 598S,F - x 0.75 ,GPD/SF = 448 GPD I . 11 I 1. ,� �, I I ' Ll � I . . , 11 � I I I I I . I I , I I I - I �\?,�� �,-\ 1�1 . . ,,, * / *1 / ,� � I . - I I I 11 I I I I I 11 EST. HIGH GROUNDWATER I I I , \, -,- *,* 0 �1 I I I � I . - I I I I I I I I I I I I . I I % I PL -0 I I 8!- : � �PAVEMENT I /F � , . . I I � I I I I I . I I * .* I I I - � . 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I I � . I I ,I � . I I I �� I - � I I I � I I . I � ' I : I I I I , - .. 11 I � I � I I I I / � I I . .1 I I I �I : I - - I I IL ) I I I I I I � I I I I , CD '' I - I � , 11 � �.z , , . I I I I I I I I ., I I I � I I � I .1, 1� . - I I CD I � � PARCEL 11 2 ' : / , / I ;o _._� .�, , � 8 DISK , . I - I I I. � � � I . I I I � I - '. 11 I I _% I- I : I I I I I , C'fj - - I - � 11 I 11 I I I \ � �� 1 , � - I � � I I 11 1.'' I �11 � . I I 11 � ' I I . I I - I � I ,. . '111 - I . 1 I I I I ; � � � I 1 11 � � I I 704E ----,,'--w � - I I I I 1 - I , I I ' I 11 N . I " I �� �, � . I ,� I I �� ' I I I I G? �.� I "I 32-30 1 1 1 1 ,� 11 I I � " I I I : , I � I I - I (PRIVATE WATER) ,_ I " I / .., " "I , -" I I I I L . "IV . FOUND ' I 1 , � I I I I 1. 11, N/F - . I I I �--�I- I I 1 4 1 1 1 1 1 � - I I __1 , 'i 11 I *Itr I.I I I I � I I I � . I I � 11 . � I I I I I I � I I I CBDH ,-S 1 28.5 , � I - SEPTIC I , � ' I I. ,: , . _. I� I 1 � I I .I I � . I I I ,� I � I.1. ��. 1, I . 11 I ,�: � I I � I .. 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I I �I , I I I I I - I e - - � I I I � I � . 4 ,� . .41 . I . I 1'�: I - I I� " I I I I � I I I �11 I I � I � I I- , I I / I 11 � I ,� Z_ I S ,265-55'26 , I. � I 11 I 11,1111 I 11111111'111111�11111'11 I 1, � I I I I I I I I I ASSESSORS 8 1 L . � I I I . I � .�T I I � I� I I I . I _ � I . I I I I I I 11 � � 1.11 I �', , I I I`q ,. 1� I I � I 1�. 11 I 1, I I 11 I I I � � I I I 11 I : I I I , I 0 1 1 1 . I I I I I . . I I I 11 I � I I � - I I � I - I I � � , I _T � I I � I , 1. 11 4 1 � I I 11 , I I I I 11 I . I I 4 I I I I I I � � I 11 1� . I I I � I ' PARCEL 6 1 � � � PREPARED FOR: : 1 I I " I 11 �, I ,,, I _. � I I 11 � 1.'r , %_ � I � I',, I I 1. �, I � 11 I I I I I I 11 11 . . I 11 I I % SEPTIC I - I � . 1 I 11 �I ,�, � I .1. I � I . I I I I � I I PUBLIC WATER � , I I "I . I 1� ci I I . � I 11 I I I I I . I . I 11 I� � I I I I I I I I . I I � I I 1� I I I � � � . 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DOUGLAS & DIANE JERKINS � i I 11 � � I , � � ; I I � I I Id I I IMARSTONS MILLS ' I ". I I � I I I � I � I � I I . I I I WAKEBY , I I . I I . . I I . I I 0 � I 1- 1 I I I � I � � I I I t I - I : 1 . . �1 I I I I � I , - � I C" I I I ' I - � . � I I I . 11 I N/F - � 1 35 HIGHPOINT ROAD I I I I ASSESSORS MAP 28 1� I : � -_ I I I 1. 11 I �, ��, I 11 - ..r 7 1 , 149 1 11. I I � I 11 I - i :a. 40 I ,� I � 1, I I . I 1� I 1 - 1 ' I I I �,- �q . I ,� I I 1 , I I - - I I I I I I .1 � I I . I I � I ' . '' � - �Z" I I I � I I I � 11 I I I � I � , I .., 1 '9 I' ' . . : NOTE* I 1. I - - I I I - � I I . RONALD LeBLANC ASSESSORS MAP 28 % i I I ,,, PARCEL '42 ' 11 I I . PARCEL 41 1 1 1 � .- I- , I 1 7. Z I. I I . MA 02648.-.. 1 - I � I I , �. � I I I � 11 . . I I I .I " � � : -1 . I - I � - I � 1. I _1 - 11 * I .1 I I I I I I . � : I , � - I � 0 ;� I "I I 11 I . I � � � I I I � � I I I I I L I � � I � I , ri I � I I I � I � 1 49 HIGHPOINT ROAD . I , PARCEL 43 , - . , I I (PRIVATE WATER) ' . , �' I � � � (PUBLIC WATER) I . I I 1 IV) _;� , 1 , I , � i Uj , I .� , I I I 11 I I . I I - � I I "I I . � I- - . 11 I I � I I . .I- I I I I I I I �11 Lr I _� I I I I *_ 1. - . 11� I - I 11� , - I 1, " DATE: JUNE 14, 2001 : ? I - .1 . tn I � , � I I � 1�1 � : . I - , L' ' I � . I I � � I � I � I I (PUBLIC.,WATER) , , � I I . " I - __k � : � I I I - I , � I I I - I I . 11 � I I I I . � I 11 . . �� I 1. I . I �� . I I .1 11 � I I - I t�� 7 � -11 I ,�I , I I I I � . 1 I I � I I I I I I I , I � ,� . I - �, - �' I I I- I I I I I I . � - � I� � I a I I I P 28 1 1 1 �� I I . -, I I L I 1 , -1 . I :: I " 11 � I I I I I I � - I _. . � : , , I I - I I �, � I � I , I . I VIA- I I I K. HEALY I I � � , , I� � I � . I I - I I . I Cn I I I - ''I I PARCEL 44 , - (FMLY PRIVATE) ,, I ,� I I - . I I 11 � I I . I DAVID - t%l '�! , � I I I I � I � clu I � I . �SEPTIC AND WELL INFORMATION SHOWN HEREON IS APPROXIMATE. ' � I I I I I I I I I I � I I I '' I - I I J. L � 1 � - - I . - co I I � I I I I I I I I I I I � � � � I I I � , - 11 I I � I . � �_ I . ., I : I. . � � . . 11 I I I I . I I I I (PUBLIC WATER) I 11 I 11 . � I �, I I I I . 11 , I .�, I I I I �I � 11 - � ,CMSPIN I I- � L � I I 1� 4y ' I, � I � . � . CHECK: D. CRISPIN , , � I I- � �1� :1 >_ I 11 I i I . I "I 11 I I I I I 11 I I 'e � CIVIL , � � I �� � - I " 1, I I I � I 1; :_--- . I � I I I I 11. 1 � I ,,, I I I 11 I I � I . L 11 I I , I 1: I . � I . I I I � � I I I z , I � - I I I I I I � I I I � I . I ' �_ I . En I I I .IT IS , BASEDI� ON RECORD INFORMATION 'AT THE BARNSTABLE BOARD 'I' , I I .1 I . I � . I I . I I � I � 11 I -- 11 I 11 1. I : I 1. I I I ': I 11 .11 I � : �' PLANI VIEW � 1 . , I I tjo.=12 �I� I I � ,� I �I 11 � . I - I ' 'I . 11 I I I I� � � � DRAWN: � , K. HEALY , . Ir, ,,� � ,�., I I I- ", � . 1 : , OF HEALTH AND WAS FIELD LOCATED ,WHERE MSIBLE. , � I I - I I 1� . I I : I 11 � � . " I . I i 1� I � I � I I I . 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