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Home My WebLink About0995 MAIN STREET (COTUIT) - Health 995 Main Street (Cotut) `Cotu %q 034 027 i" Town of Barnstable s BAItlYSfABL • Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 31, 2003 Mr. Stephen Wilson, P.E. Baxter,Nye, and Holmgren, Inc 812 Main Street Osterville, MA RE. 995 Marn Street Cotuit,. - A 03,4 027 �....... Dear Mr. Wilson, You are granted permission, on behalf of your client, Jennifer Reilly, to construct an onsite sewage disposal system designed to be connected to a new six bedroom home proposed to be constructed at 995 Main Street, Cotuit. The septic system shall be constructed in accordance with the submitted plans dated December 18, 2002. Sinc ely your , Wayn iller, M.D. ChaimVan BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP//6Beds W ilsonl DATE: RMaWABLF- r� MASS REC. BY Town of Barnstable SCHED. DATE: " Board of Health 367:Main Street,Hyannis MA 02601 Office: 508-862A644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. Request for Approval of Septic System in Excess of Five Bedrooms LOCATION Property Address: 4?Q5 /&&fg4 Assessor's Map and Parcel Number: yyj 34 ge-/ 27 Size of Lot: 1? O S4 5� . Wetlands Within 300 Ft. Yes Business Name: No ✓. Subdivision Name: APPLICANT'S NAME: Xg-n,n..3, f- Rc,1 I u Phone Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON 0 Name: Rc I 1 l i Name:_-ZZ � f3e.rchr�N�e 4 Holw�y�,v� Address: 2Ra? &? %,av% i A,.c �-)3odON dvaa Address: It bw- 5i=-+ osjrxalI L LA. Phone: Phone: S3% _426—4 t'31 : ext 13 Checklist(to be completed by office staff-person receiving variance request application) _y ' Four(4)copies of engineered plan submitted(e_g.septic system plans) J/ Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. 4:/wP/VARZREQ Transmittal Letter To: Board of Health 20.0 Main Street Hyannis, MA 02601 Attn: From: Stephen A. Wilson, P.E. Subject: _6 Be ate. Aa,n.-aial Date: i z I c It , We are sending you Attached ❑Under Separate'Cover The following documents: Prints ❑Specifications ❑Estimates ❑Shop Drawings ❑Samples ❑Other DATE QUANTITY DESCRIPTION 12 t8 2-ovq - 5CAS , ✓ / n s G 3 Z JOW ` arrL ✓ These items are transmitted as checked below: ❑ For your use ❑ As requested ❑ Returned for corrections ❑ For review and comment For approval, ❑ For distribution Other: J e �e Additional Distribution k V. Dpuphints 5, L R e i[l=c- K Graver x� T File No. Zr%:)2 -09 7 Baxter,Nye&Holm gren Inc. Phone:508-428-9131,ext.113 , 812 Main Street Fax: 508-428-3750. Osterville,Massachusetts 02655 E-Mail:swilson@jkhohngren.com TOWN OF BARNSTABLE op 7b/0 1l LOCATION I CI S. e`n_ SEWAGE # 20o3—p 33 VILLAGE C cs-f 0 It ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.�J NS AA SEPTIC TANK CAPACITY O GOO C)Aq LEACHING FACILITY: (type) Pf eJld (size) NO. OF BEDROOMS BUILDER OR 0 R L PERMITDATE: 2 U'3COMPLIANCE DATE: ZZ 3 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 ketof leaching facility) Feet Furnished by ptar ICA,_�a A -J.5:3 ayZa� A,-S-='5 10' 1 5 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for �Digogar 6potem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) 01 Complete System ❑Individual Components Location Address or Lot No. 9$ yyt c r. Sf, Cc 1-u + Owner's Name,Address and Tel.No. 7"c.AnIf, }2atIfL r Assessor's Map/Parcel 3 y pn1 Z Z4 f 7 1?c Ynmd /!vc. o, B v A 6 O Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. "Of-4&.-f y3//-c.xY 13 tv 4_17r;.� .149v! B6xb-, ;U/1-a u e of Building:TYP Dwelling No.of Bedrooms S►)c Lot Size 17'g 054 sq.ft. Garbage Grinder(4/0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Ito G�d Z 9.470MI-7 gallons per day. Calculated daily flow 466 gallons. Plan Date ►z la1 Paz Number of sheets aw¢. Revision Date Title _5-02hc 4s/iw IpWa 9N - 19eIS //04,111 ..� e4, 1w,7` Size of Septic Tank 20 ao E,l to,, Type of S.A.S. ezch alonj&,a -')c/2 IX?-'A f Description of Soil Q C. 6 -n6 e I law a, -PI Qa ( P— l O 1 3�4 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 Certifi- cate of Compliance has be ued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasF_ a Permit No. Date Issued Fee k�') THE COMM.OZEALTH OF MASSACHUSETTS Entered in computer: Yes �• __ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ' ZIpprication for Migoar 6p.5tem Con6truction Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) "Complete System Individual Components Location Address or Lot No. 9 9 5 .YYl a 5f/ Co fv I f Owner's Name,Address and Tel.No. (r Assessor's Map/Parcel 3 ?al 2-7 2 4 fr) 1?c V„vnct /tvC. `l 'R 6 4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5GF- 42*-%/3/, N �foou2 ��" , s/rohrh ,rl. W/1s�., /?F 0 0. 4 sS` •�x�. ,v�� /ate//.,f��, a mi Xove e. OS v v H UZ 65S * Type of Building: "/� Dwelling No.of Bedrooms �►K Lot Size 1 Z 055 , sq. ft. Garbage Grinder(/f/0) Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures _ Design Flow //o Gpd/9 gallons per day. Calculated daily flow G to G gallons. ^ / Plan Date ,TI-U�OZ Number of sheets "' any Revision Date Title S<n h c Sts dry„ as/ vt — 9�iS ' S << / Size'of Septic Tan 2-0 oa .1( Type of S.A.S. Larh 44,-kh,rs- Description of of Soil 2 C. s f I 1 craa ol-. n/cr, , 'P— 1 D 3/-S `y Nature of Repairs or Alterations(Answer when applicable) b 1 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 bee�uedby Board of Health. Signed Date Application Approved by i �W Dateal WO9 Application Disapprovedfor the following reas es 4 t Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS tertif irate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at Im a,^ has b constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Onted Installer Designer The issuance of this permit shall not be construed as a guarantee that the s htwil�l Tr n tion a ned. Date 2�-U 3 Inspector f No. -------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogat *pgtem Construction Permit Permission is hereby granted to Construct(V )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction'r6imit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction1_3 st be completed within three years of the dat offlti Date: 1 I—, Approved by j TOWN OF BARNSTABLE LOCATION �Cl S �„�r �� _ SEWAGE # 20o3-0 33 VILLAGEa—e t1 ASSESSOR'S MAP & LOT 3q" INSTALLER'S NAME&PHONE NO.S 2h5 A- Z• _ SEPTIC TANK CAPACITY i ��t LEACHING FACIL,ITY:.(type) (size) NO.OF BEDROOMS BUILDER OR 0 RrO PERMIT DATE: COMPLIANCE DATE: Z 2 3 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 t of leaching facility) Feet Furnished by I � 14 IN er4a- 4k Y , A 9 L I " �... .,d,"-n:,;,,-i.r«.. .*.n.. . ♦.,",_.,..pE,��.roi.Ht,�' y .�,�:. r;;W'•r+.-..4�` a•,.- � ^. • • , ',f.' sv 'c`i:•,;k.<<..w �.... , TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION CC OWNER AND INSTALLER INFORMATION ] ADDRESS: / / / e�/ MAP NO. �`✓ PARCEL NO. r✓ q OWNER NAME: Doro+k4A Ptqc4-p- I oW VILLAGE: a /v;r INSTALLATION DATE: BY: ADDRESS: CERT. NO. TANK INFORMATION t� LOCATION OF TANK: U1�Jdile3?•�p `tU L�t3t t. �F, '9� �d �3tt(ist�� .' CAPACITY `S TYPE AGE FUEL/CHEMICALt ` TESTING CERTIFICATION C ] PASS C ] FAIL DATE ' LEAK DETECTION Ci/]CHECK IF N/A TYPE/BRAND . ZONE OF CONTRIBUTION C`° ] YES 43 NO DATE TO, BE REMOVED FIRE DEFT. PERMIT ISSUED C ] YES C ] NO DATE ICONSERVAIION CVI' CHEC IF N/A DATE BOARD OF HEALTH TAG NO. ] ]C ]C ]C ] DATE ; ILL- 46, PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION. ON THE BACK OF T IS CARD �+75 49,gCLO 'TAM p 4 TOWN Of BARNSTABLE S main Street Hyanan nis. MA 02601 � � c✓ BESII$8IIS2t# gate: _ jQl_89_ This is to rtify that --------------has, in accordance with • the provis " ns of Chapter 148, Section 13 of the General Larsp filed with me a tertific to of registration setting forth that PART�LaN=_DC#tOTNY--------------is a holder of the license granted by for the lawful use cf the uitding(s) or struciure(s) situated at ► I :' I_� tII--------------- Parc - number ------- Totat capacity in gallons: ___2Z5 Underground_X_ Kind of ; fuet to be stored: fliES ......... c — ------- -__ _--------- T NOTE: A cvrtificateaof registration must bexfited -on or ; b ore .Aprit 30th = of leach year. (THIISp REGISTRATION MUST BE CONSPICUOUSLY POSTEV ON THE EMISES.) gas- Mawr �Yfret,�-- --j 34(- dg--7 ///T-SME:ADFI KEEPING YOU ORGANIZED No.110M 2-W53L MM€W USA GET ORGANIZED AT SMEAD.COM -- 4 • .' 0 nab I �± Z Q s ems. SOIL LOGS DATE: 12/11/2002 ' •., ao; _ Ttgis CO S , P#=P 10369 EXISTING LEGEND PROPOSED Ln gyp) S ! co •99, s ENGINEER: BOARD OF HEALTH AGENT ;SS Steve Wilson P.E. Dave Stanton Stoke Toc Set/Found • , + � & " ' •, ? S' 0 PK Nail Set/Found 4 . ,d Z \ TEST PIT K• • Q PIT TEST �• d 4L4 •��` O Concrete Bound { G.S.E. = 41.5f N A O Gas Gote j A ® Electric Meter D 0 Catch Basin .' f • p n �^ 39,0 / , P Sandy Loom Water Gate 13" 10 YR 312 ` . •� •'•. o :p,^b„ J ti`+� � Box N/F TOWN OF BARNSTABLE o, STAKE SET B ® Telephone Riser •� 25. "'Ptu +' I- 0,5 ` -fl- Utility Pole RbA O " Sandy Loam zoo Contours 10 YR 5/6 •n o .•a ," ,r r•-�. /'' � O ' � �, / 43,3 � 32 20000 Spot Grade FFF777 +n. L : t` /' - " ,' / �i "' •�' N/F TWITCHELL 4 b rna$ p / ;' / 4 3 �, ` ` C Test Pit Isu oe'sd Z / !' Medium Sond `r.- F[ 132 10 YR 6 4 1 Y' ° -I 37.5 ,�<a ; k. /' /.�• ; .'' Sy�o ` GENERAL NOTES n } a v / / 44, PERC O 60 s >a ro .0 ' ,1 ,'' 4 a ' NO WATER ENCOUNTERED RATE= <2 MIN AN 'a4§ .�o p, p�• 4 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH °° ��• ;' u 4 !� i ti� I ' UNABLE To soar TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 ANY LOCAL RULES APPLICABLE. LOCUS MAP 1 2000' _ ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING " = �' ` F °o BY DESIGNING ENGINEER �6�6•��. Cif SSP00L 3 41 .' n22 1COVER �)44,4 s► �dl ti� yyl " 4 a.� ` WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, CB EAD PLUG ?p/ i( 79 4/'�:�2�� R. `S NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FND °` EX TIrtG CESSPO& TO I FOR INSPECTION. ZONING DISTRICT: RF =•' O BE P PED, LID DEMOLISHED t 0 45.2 �1 9v, 45.� EXISTING CESSPOOL TO OVERLAY DISTRICT AP (AQUIFER PROTECTION) �.�', ► mb,END WITH` SAND O: . ,�� F BE PUMPED, LID DEMOLISHED IP �/ �i�0• 4.5.0 \ AND FILLED MATH SAND ` FND FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. MINIMUM LOT AREA: 2 ACRES TAKE SET t %y 44.�3 Q37 MINIMUM FRONTAGE: 150' PARCEL AREA _fj ;, 2,000 +G L \ `L l� ag CESSPOOL r�,p FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' 17,059t SO. FT, ��. SEPTI 1 44,0TANK R P } 1 y t COVER THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 0.39t ACRES \`�, fly AODIT°IONp 4 ?� \ APPROVAL BY DESIGNING ENGINEER LOCUS PROPERTY IS SHOWN AS: 4�. . 4 4,6 A t \ ASSESSORS MAP 34 - PARCEL 27 a� , � Y, 4 4�. ' F � A w x 4'y +�s� \ ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 LOCUS DEED: 20• 45'=4 tic DEED BOOK 14,917 PAGES 329-30 4�,4 \ MIN ;3''. I Ihb \ tK ' �° 44' / a4 �tio .Vol \ ��0 /r 43.8 EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING <<� �4,a ,o �+ s9s'I'y� i ro0 �s / 4' SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER COMMUNITY PANEL NUMBER 250001 0018 D �� 4 5.1 0C�l s , 4 a 7 310 CMR 15.255. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, , 44 `� ' so'� ' ' 1 44.7 x ' <•~ AN AREA OF MINIMAL FLOODING. 4 ,9 44 4 , I PROJECT BENCHMARK .x � ,. �•�_ 4 '' DATUM NGVD 9 \ 4.4,6 8 O 4' 12' TBM = PK NAIL SET IN PAVEMENT ' ti A �� 4.4 0 44•i O ,. -,� .� ® ELEV.= 40.23 PROPERTY OWNER: S• �/ �,i'4� '� S �• 43.6 SEAN & JENNIFER REILLY 6- $►�" "_ 2987 REYMOND AVENUE �91 4 44' G LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 45.1 x 45,4 44.9 y� 56' _ SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE BATON ROUGE, LA 70808 ~ 4 5.5,, `` 44. 4 '� 4�,1 � UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. \4\4.A 41.1: 44.4 � � PLAN OF 441 \ �y x 44, 'P a ��•'' • 4?,4 Y 44,:, ,__ - _ • --_- °° �,� PRECAST LEACHING CHAMBERS ` - A - \ WATERLINE �L / NO SCALE N/F CUMMINGS _ 43 :__ _._ -- 43"3' _ � CB/OH FN0 4.115 41,7 , 41 r 0 o y>,._ !` 40,E MANHOLE FRAME AND ' BENCHMARK _ --- `� Q Y 40,23 �TBM: PK NAIL SET COVER TO GRADE v - 14 - B/LEAD PLUG _,_ O� t3E i'IN OF M\. FND .tx EL. = 40.23' �FP�' 4ss. EL _ 38.8' � ,- 'c M • q EPHEN14 GU,\s WASHED STONE 2w PEASTONE .:�<.. _ - - ;��:•- ..•._ ,,.- :,,�..• t, E• fr o.soars y� CB ND _.. .,• 36 , F .~ '�' '' : +' -i=:�':;', =:.'-.: _'. c4r�r +StE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING - %" `•L• }' e ;• �+ 's '� �t �' :' -"r �t �> d? - 3 " +:, ::�=~= + �'• .•: AND PROPOSED STRUCTURES SHOWN HEREON ARE LOCATED 6 24 EFFECTIVE DEPTH =''��<::<' .': ':;:• " :' ''�, `:}; '••; IN RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED 35,9 = •+ •., w' F. •1- •'..-T'jam'{•:.I.�•'--:.Y. •7•. 'f .• s••!: `t'• ♦t�•f�• '- WITHIN A SPECIAL FLOOD HAZARD AREA. 120 :•:- _ :, ':1> . 's•.,',: .�••'� . . . .:'' •}.. •••lam -•`R,. ,R...t:. •.� :•' )•:.':!.'4�•i: .M�.?: •.jA z• .t:.• THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 4' 4 4win 20 0 20 40 12' RE STEREO OFESSIONAL LAND SURVEYOR DATE SCALE IN FEET 995 Main Street Cotuit, Massachusetts CONCRETE LEACHING CHAMBER DETAIL PREPARED FOR (H 20 LOADING) NO SCALE Jennifer Eplett Reilly F.F.E. 46.0 TYPICAL SYSTEM PROFILE DESIGN SCHEDULE ELEVATION Leaching Area Requirements - House & Garage TITLE FINISHED GRADE = 45.0 NOT TO SCALE USE 46. FINISHED GARAGED/ APARTMENT FLOOR 45.074 6 BEDROOMS AT 110 GPO/BEDROOM _ 660 GPO septic System Design MANHOLE COVER AND FRAME (ADJUST TO GRADE) SEWER INVERT GARAGE / APARTMENT 40.2 NO GARBAGE GRINDER SEWER INVERT AT FOUNDATION - MAIN HOUSE 40.4 x MANHOLE COVER ar FRAME SEWER INVERT INTO SEPTIC TANK 40.0 PERC RATE = 2 /1 MIN. INCH (CLASS 1 ) BAXTER NYE & HOLMGREN INC. FINISHED GRADE OVER TANK = 44.Ot FINISHED GRADE OVER D. BOX = 42.0.t , - ' FINISHED GRADE OVER LEACHING TRENCH = 40.5t SEWER INVERT OUT OF SEPTIC TANK 38.7 Registered Professional T''-•• I SEWER INVERT INTO DISTRIBUTION BOX 381 LTAR = 0.74 GPD/S.F. gl 3 min. 4" SCH. 40 PVC 4 SCH. 40 PVC FIRST 2' (TO BE LEVEL) SEWER INVERT OUT OF DISTRIBUTION BOX 37.9 Engineers and Land Surveyors 's,•. (TYPICAL) e•( � O 2.0% OL2" (min then O 2.0% " SEWER INVERT INTO LEACHING SYSTEM 37.5 MIN. LEACHING AREA OF S.A.S. : 812 Main Street, Osterville, Massachusetts 02655 -- py� Q _ 9 (min) cover / / = 891 S.F. MIN. Phone - (508) 428-9131 Fax - (508) 428-3750 •',•`' O 2.096 10' CI TEES INSTALL 6" SUMP 4" SCH. 40 PVC 36" (max) Cover BOTTOM OF LEACHING TRENCH 35.5 660 GPD 0.74 GPD S.F. •' GAS BAFFLE ,• .• " WATER TABLE: NONE OBSERVED AT EL. 30.5 - r. , ► •� 1 -�-2--� CONCRETE LEACHING CHAMBERS CONNECTION PROPOSED SYSTEM SIDEWALL (12456')(2')(2) = 272 S.F. ' 6" CRUSHED 4" DIA. PVC *��':4= +� '`� �Y= _ REINFORCED CONCRET •, STONE T �• ,�,y BOTTOM 12 X 56 670 0 20 40 2 S.F.S.F, 0 0 0 0 o GARAGE-ONE BEDROOM; MAIN HOUSE-5 BEDROOMS TOTAL = 944 S.F. .:.:; SCALE IN FEET . : a r, A • ; .. NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH SCALE:1"=20' DATE: 12/18/02 • _ tyl• EL. 35.5 FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" AND APPROVED ON: 5' MIN WASHED STONE BELOW FINISHED GRADE. REV. DATE: REMARKS 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwoter Observed O Elev. 30.5 H-20 H-20 H-20 col DRAWING NUMBER H: 02 02-097 surve worksht 2002-097ws5-Septic.dw JOB # 2002-097 - - I A-301 A-301 12'-0' 20'-0' 101-0' 201-0' 41 1 1 1 D W ! 1 1 1 A CLOSET - PROVIDE ILT-IN5 UP BELOH 5 UN t 'ell GU IR R r. I �4 s 0 EST BEDROOM - 4 STORAGE „- I e� i M PLAYROOM �. . RELEA5ED POR PRICING 10-03-02 1 REVISIONS DATE IAT CLOSET MARK " H UTK ;ER & tiit A sso:",C Y. ATE°S A R C H I T:� E C T S PROJWT ARCHITECT JRE`8c PROXOT NORTH 20'-0' NORTH i NT R i O R C�E S I G N ` P.O.BOX 2347, VINEYAROyHAVEN, MA02568 PHONE:508-693-3344 FAx:508-693-8776 3114 GIFFORO ST,SUITE 6,FALMourH,MA 02540 �j —7 F O O PHONE:508-5400048 FAx:508-5AO.4004 I� �� GON. 1� � 1. - 00 �' � 1.— �1�1 W W W . H U T K E R A R C H I T E C T S . C O M U r^ O O O I K• a W REILLY co O RES I DENGE w U Q C GOTUITcc MA55AGHUSETTS I Z W am / Z 0 / r J I ul cn H U I w O IL GARRI AGE HOUSE 3 FLOOR PLANS N O O N N O cc LU co O 1— A - 101 } a In W Z o . w WA TILE FLOOR_: x /� o 61-60 Q/Iy�1- OUTDOOR SHONR ,01 COUNTER Tfumi OP YVITH BUILT-INS WEST UP W 4 r� !tt]LL� BEDROOM ED,o COVER PORCH' j ROOM aif ROOM / £L MAY ROOM LIBRARY ON rl UP ' ,Q ;: REFR 1' — ROOM Id r f KITGH9l ENTRY EUILT-IN i;; l..11YM CHINA CABINETS ESTIMATE PACKAGE 09I-13-02 REVISIONS DATE i am PORCH MARKLrym , ROOM HUTKER, & ASSOCIATES A RCHIT•,ECTS ROOM ARCS—IiTE�'-i-'LJRE� St INTERi4 DESIGN ' AJWI P.O.BOX 2347. VINEYARD HAVEN. MA 02568 PHoNE:50B-693-3344 FAx:509-693-8776 314 CIFFORD S-r.SUITE 6.FALMOUTH,MA 02540 PHONE:508-540-0048 FAx:508.540-4904 W W W . H U T K E R A R C H I T E C T S . C Q M Ci7VMFW POWiH PROXLT NORTH EXISTING CONSTRUCTION TO IZ04AIN NE]M CONSTRUCTION RE I LLY 10 RES 11DENCE 0 20'-0' GOTUI T A MASSAGHUSETTS Z w co U Z 3 a F= I RAT' F= L- 00 �' l- 1�1 r J cc i cn U w O F I R5T FLOOR PLAN 0 ' 3 N 0 0 N i w m _ w a Cc O _ IL o Q s A DATE: 1211112002 SOIL LOGS 00 `SS P#=P 10369 LEGEND EXISTING PROPOSED - ..,;,_ o ova• :Pt � � � •99 �F \,4, s ENGINEER. BOARD OF HEALTH AGENT: �a :• 8s�ch� 1 Steve Wilson P.E. • ° ' �- -/ Nosy rS'~ �SS , a Dave Stanton A Stoke & Toc Set/Found P z S TEST PIT TEST PIT PK Nail Set/Found ° Q �96' ��'' Concrete Bound • a 41,4 •6�` G.S.E. = 41.5f N A O Gas Gote ® Electric Meter / • ,• Gbtuit / i 0 Ap 0 Catch Basin / ♦ _ , e AJ' � 39 0 / Sandy Loom � Wafer Cote w • ; , 3�" i / 13 10 YR 312 ® TV/Coble Box '•°°:�'`.�• e +`:Blu : ` \ N/F TOWN OF BARNSTABLE i STAKE SET , B ® Telephone Riser 42.03 Sandy Loom Utility Pole �' ` 32" 10 YR 5/6 Contours - \ 6 l �r ,1,3 �i / 43.3 ` 200x00 Spot Pit de .0tJ •: OF �- . . i / ��1/ / ,_r_,r .r.�_ _ V / / v� !. / N/F TWITCHELL d• ,b lob ead Z � ' ` Medium Sand .� •� a , �` ,. r J �s er 7 J 37.5 w // / �C. / ��' 'J �� 1 ` 132" 10 YR 6/4 u ; °� r• x 44, �o I ` PERC o 60" GENERAL NOTES w " - •�m • j i . • 44.b NO WATER ENCOUNTERED RATE <2 MIN/IN ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH o°` �` 4 • ' x 4?�!6 ti?' i UNABLE TO SOAK TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 ANY LOCAL RULES APPLICABLE. LOCUS MAP 4'3.5 •9,Q y� ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 1 = 2000 6•. - , BY DESIGNING ENGINEER �6. ?• / .,; CeSSPOOL43(- �'{'r1rs,'�•P9 41 _. : 2,2 !!COVER i44, x Vol 0 �y f p� �►• 45.2 s WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, 39'/' / 79 4C','� NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT CB EAD PLUG '� p :•` / ZONING DISTRICT: RF FND ° ;,, Ex TING CESSPOOL TO i 4_ I ` FOR INSPECTION. BE P PED. LIO,DEMOLISHED O 45.2 1 945.2 EXISTING CESSPOOL TO OVERLAY DISTRICT AP AQUIFER PROTECTION '��,' IP `riNb fl Eo WI TIC SAND ��5 �� AND FILLED WIITDH DEMOLISHED ISHEDFND MINIMUM LOT AREA: 2 ACRES ' ' 4 ` FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. PARCEL AREA STAKE SET c �4' 44 8 CESSPOOL \ o.o 2,000 G L t MINIMUM FRONTAGE: 150 17 059t S0. FT. �� ,Q�X 4J 58 sEPT1 1TANKo i ! COVER FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' 4 4 8 \ THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 0.39t ACRES �'�,p ,� ROPosEQ APPROVAL BY DESIGNING ENGINEER !�. ADDITION �'. LOCUS PROPERTY IS SHOWN AS: 4 2.9� a4'�'� .o ASSESSOR'S MAP 34 PARCEL 27 " 4 x 44 ' �. +�5� ALL SANITARY DISPOSAL SYSTEM .,PIPING TO BE 4" PVC., SCH 40 LOCUS DEED: I 43,4 / 20' DEED BOOK 14,917 PAGES 329-30 I MIN x, rod` o 4 4.3 / `''"1 •�' �'1, i \ 0• / 4 3.8 EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING �1414 / 44.9 <`'' 9� �'P 0 ' 4' SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5'. PER / ,4 ( 45.1 ADQ O i9S ,'yE` i ro s ° 310 CMR 15.255. COMMUNITY PANEL NUMBER 250001 0018 0 c+ •.��' *s ` p 1 44.7 4 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. 44.E � 44,7 x �' `�:.:�:::_ <• :�;`, ,� c:'' N AREA F MINIMA FLOODING. 45.2 4 9 1�,1,l _ _A A E 0 L _ PROJECT BENCHMARK . DATUM NGVD l - 44 x � x, 45.c 4J,4 i 4' •' ..:,_ 4416 O 8Ito 4' 12' TBM = PK NAIL SET IN PAVEMENT 0 ELEV.= 40.23' X `19C� 44,8 ^ . . t. PROPERTY OWNER: S• 4 ,� SEAN do JENNIFER REILLY 5-1,9. ~-, 4 .9 j 44, � LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 2987 REYMOND AVENUE / 145.1 x 45,4 44.8 DO �� 56' _ � SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE BATON ROUGE, LA 70808 ,`, 45.5 . -�� 44 43.7 43.1 ,q UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. �144,4 x � � � ,•,4 PLAN OF 44,9 i 44, 44,4 43, �2 -- x-44,1 �O \` 43,4 �4 x 44, PRECAST LEACHING CHAMBERS w WATERLINE �rL �'� �� / NO SCALE N/F CUMMINGS43 1 _- - 4 �4)Y , } 1,2 •� �� CB/DH FND 42 4L7 -�` 9.5 40 - y� 40,5 MANHOLE FRAME AND ' BENCHMARK �8.7 ��'' O 170, 40.23 • �TBM: PK NAIL SET COVER TO GRADE - B/LEAD PLUG -- " FND .DA `o� EL. - 40.23' sFP�'�HOFMgSq�� EL. 38.8 _- �' �9 / . '? !k{ �'� ..;''. ;p� EPHEN w " S - ,�r >�. _. ,,,• WASHED STONE �w.1, r o 2"PEASTONE t • :ti•.- c„ 4< !{' U.3U210 N 36,3 �. CB'FND ,9�C�V►.. �Q / I rs.�•`, �'' �'•° �'<:.:::•�.', _=` r�. '�� °�� aNn o,�n �ISTEati ,�� ; / :.f,:ram:± �. .l.i, .,. .�'i',.i: _ *!•.` f.:,...'• A f: / �`` __•: . : ' sS/OVAL - -_ 1Y•J61 12 '•:r•ti .'(��'.`_.•.! ,.. •.'••'!' .Si•^.•'•' ..f•.!,'."�•.f �r 1.- I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING _ - ' • ' --.�..� 4"EFFECTNE DEPTH .� ,,.-. .;'-�'.;., ,'.;.•:-.,=. ;'�,•..�. . .�= �• •. •:.•:1•�•„.. .:.:•:� /t �� 02.. AND PROPOSED STRUCTURES SHOWN HEREON ARE LOCATED 36 C 2 '' '= :,,:'e.:.. ,•-• ;- 'i ,,c.: 1. n �`J.9 / . 'wr1• . ..r i : t f: •:..••rt - fY7f :y.� r 4: _ :��•• IN RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED '.-•s:':•. �i,��•,�_ ,. ';,. ' ;•a:��;'. �r 't` :, = - WITHIN A SPECIAL FLOOD HAZARD AREA 2 '. �,- _ r`�.i. .:�;••rt_ ,1_•I 'rw,.��1.�:.� :: lrj. :• .�- ::fwj•. .a�.: .-i N. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 4' 4• 4' ' I� - I - Loo2 20 0 20 40 12' 8 RE TEREO OFESSIONAL LAND SURVMR DATE SCALE IN FEET 995 Main Street Cotuit, Massachusetts CONCRETE LEACHING CHAMBER DETAIL PREPARED FOR (H 20 LOADING) NO SCALE Jennifer Eplett Reilly F.F.E. 46.0- TYPICAL SYSTEM PROFILE DESIGN SCHEDULE ELEVATION Leaching Area Requirements - House & Garage TIDE FINISHED GRADE = 45.0 NOT TO SCALE F.F.E. - MAIN HOUSE 46.0 6 BEDROOMS AT 110 GPD/BEDROOM = 660 GPD Septic System Design FINISHED GARAGE / APARTMENT FLOOR 45.74 MANHOLE COVER AND FRAME a, (ADJUST TO GRADE) SEWER INVERT GARAGE / APARTMENT 40.2 NO GARBAGE GRINDER SEWER INVERT AT FOUNDATION - MAIN HOUSE 40.4 MANHOLE COVER 8 FRAME SEWER INVERT INTO SEPTIC TANK 40.0 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) BAXTER NYE & HOLMGREN INC. FINISHED CRADE OVER TANK = 44.0t > > FINISHED GRADE OVER D. Box = 42.0t j SEWER INVERT OUT OF SEPTIC TANK 38.7 Registered Professional FINISHED GRADE OVER LEACHING TRENCH = 40.5t LTAR = 0.74 GPD/S.F. t t'•` " SEWER INVERT INTO DISTRIBUTION BOX 38.1 s^ ' 3flr�in. 4" SCH. 40 PVC FIRST 2' (To BE LEVEL) Engineers and Land Surveyors •' :' 4" SCH. 4o PVC SEWER INVERT OUT OF DISTRIBUTION BOX 37.9 MIN. LEACHING AREA OF S.A.S. ., (TYPICAL) then o 2.ox 812 Main Street, Osterville, Massachusetts 02655 6•lam) O 2.Ox pL2" (min SEWER INVERT INTO LEACHING SYSTEM 37.5 9" (min) Cover 660 GPD 0.74 GPD S.F..r,rj•,: O 2.Ox t0" cPirfE�s % s" SUMP 4" SCH. 40 PVC BOTTOM OF LEACHING TRENCH 35.5 / / = 891 S.F. MIN. Phone - (508)428-9131 Fax -(508)428-3750 INSTALL 36" (max) Cover GAS BAFFLE ,. ,':;. WATER TABLE: NONE OBSERVED AT EL. 30.5 - - :" ... • _, CONCRETE LEACHING CHAMBERS CONNECTION PROPOSED SYSTEM . SIDEWALL (12'+56")(2')(2) - 272 S.F. 4" DIA PVC tt-'�i•?yc '�aie:�f:n ark - s" CRUSHED1. •"' "-Y BOTTOM 12 X 56 67 20 0 20 40 T , .:�. REINFORCED CONCRE STONE '"`' GARAGE-ONE BEDROOM, MAIN HOUSE-5 BEDROOMS TOTAL = 944 S.F. 0 0 0 0 o SCALE IN FEET 717 7-H.T. •f' 121 :.`~''.:vr•• r.• .A•'r :°'•f`;, •i : .Z •i. r. <_ °♦•`. �'•'. .. Ac 16 7. NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH SCALE:! =20 DATE: 12/18/02 ,y,• _ ty- EL. 35.5 FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" AND APPROVED ON: 5' MIN WASHED STONE BELOW FINISHED GRADE. REV. DATE: REMARKS 2.000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 30.5 H 20 H-20 H-20 col i DRAWING NUMBER i H: 02 02-097 surve worksht 2002-097ws5-Septic' .dw j JOB # 2002-09 7 1 , a S A-301 A-501 32'-0" 20'-0 28'-0 1/4" 3'-I 13/4' 4'-q' 5'-3' 6'-01/4' Y-113/4" IL ALIGN WITH OTEMP TEMP. WINDOW ABOVE GLA95 O O KOGLA55 , I g O8 MECHANICAL j 5TAIR 7 ---- - --- - -- - --1 CHA5E AND/OR 201 N CLOSET 2 ob �i 103 A-301 -- - - -F5'0. '-0112" PIN - - -- - -- o 0 PROVIDE BUIL -INS m ® TH BA BELOW STAIR O , m II'-61/2 51/2' V-101/2, V-81/4" 3' 1/4' O NET O 1 O TEMP. BAR = - EGRESS G 2'-q 3/4' 341/4' E�REss RIDGE GL RIDGE GL RIDGE kZ-31/2' GL RIDGEEGO 14Llb' 2'-3 I EO6LA55 101 UNDERGOUNTERFRIDGEGUEST M TEr�P. (5� CL05 _ PROJECT PROJECT NORTH NORTH 20'-0' V-2 3/4" II'-4 3AY 8'-q 3/4" 5'-1 1/8, 32'-0' PERMIT SET 07-117-05 L F L_ f=>L_ RELEA5ED FOR PRICING 10-05-02 REVISIONS DATE MARK HUTK - A S S ¢� :,A T El A RH � GTS A R CI I T E >C-J R 1� 3c i1VT�F2IOR �1 �SI�N i P.O.BOX 2347, VIMEYARE3 HAVEN lYli4 02568 PHODNE:508-693-3344 FAx:5 8 9 8776 314 GtFFQRO ST,SUITE 6,FALMOUTH,4MA 02540 PHONE:508-5400048 FAx:508-540-4004 WWW . F, UTKERARCH I T E C T S C 0 M U co 0 i w REILL"r �I O NOTES: NOTES: RESIDE I OE _ W 1 . PROVIDE IN5ECT 5CREEN5 FOR ALL NEW WINDOW5. C� 1 . ALL EXTERIOR DOOR d 5IDELITE 6LA55 5RALL BE TEMPERED. a 2. PROVIDE WINDOYV HARDWAI� TO MATCH EXISTING. POOR ✓G �U L 2. PROVIDE DOOR HARDWARE TO MATCH EXISTING. GOTUITam J� `4 1 I �l �1' `1 ✓�/ V J..� 5 PROVIDE EXTENSION JAN�5 ON ALL NEW WINDOWS IN 2 X 6 CONSTRUCTION 4. REFER TO FLOOR PLANS FOR LOCATIONS OF TEWERED 6LA55 UNITS MA55A 0HUSETTS z D U HRDWR MK MAN. UNIT # DESCRIPTION FRAME SIZE ROU6H OPENIN6 LIGHTS INT. FIN. &LASS REMARKS MK MAN. UNIT # DESCRIPTION FRAME SIZE ROU6H OPENIN6 FIN. REMARKS z 6 MARVIN WAM 5252 AWNING 2'-8" X 2'-8 1/16" 2'-q" X 2'-8 q/16" 6, 1/8" 5DL PAINT LOW E II, ARGON 01 MARVIN 14UIFD 5068 INSWING FRENCH DOOR, SINGLE 5'-1 1/16" X 6'-10. 5'-2 1/16" X 6'-10 1/2" PAINT ENTRY W/ SCREEN DOOR a H MARVIN WUDH 2650 DOUBLE HUNG 2'-1 5/8" X 5'-q" 2'-8 5/8" X 5'-9 1/2" 6/6 1/8" 5DL PAINT LOW E II, ARGON TEMP. 6LAS5 02 CUSTOM CARRIAGE SWING DOOR PAINT r I MARVIN WUDH 2622 DOUBLE HUNG 2'-1 5/8" X 4'-5" 2'-8 5/6" X 4'-5 1/2" 6/6 1/8" 5DL PAINT LOW E II, ARSON 2ND FL. EGRESS UNITS 05 CUSTOM CARRIAGE SWING DOOR PAINT � w J MARVIN WUDH 2618 DOUBLE HUNG 2'--1 5/8" X 5'-q" 2'-8 5/6" X 5'-q 1/2" 6/6 ?/8' 5DL PAINT LOW E II, AR60N 2ND FL.. DORMIER5 04 CUSTOM CARRIAGE SWING DOOR PAINT i F_ K I MARVIN I WAM 26261 AWNING 1 2'-4" X 2'-4 1/16" 1 2'-5" X 2'-4 q/16" 6, 1/8" 5DL PAINT LOW E II, ARGON 05 15ROSCO PAINT 0 W 06 aws" PAINT cc i 0-r BROSCO PAINT OARRI ArvE HOUSE OS SROSGO PAINT Oq BRO560 PAINT FLOOR PLANS a v MK MAN. UNIT # DESCRIPTION DOOR SIZE ROU6H OPENING FIN. HRPW REMARKS TYPE 10 BROSCO PAINT 11 BRO-WO PAINT 12 BROSCO PAINT co 0 O N A- 101 r r a 0 I 1 ....------.---------- I i j NEW s►+oMR ._ (TILED WALLS 'AND FLOOR) oTd NEW TILE A NEK FIXTIRES NEW TILE FLOOR c BATHROOM AND WALL FRAMING WAILS mFLOOR DEDROOM K -- _ . o u �a I -- ON OPEN RAILING \ IIL BEDROOM &Ai Pmm AREA ON IR I I, i I _ I _ I j ESTIMATE PAGKA6E OR-13-02 REVI510N5 DATE 4 EMAI.006HOUSE voRMeRs BEDROOM MAR K MASTER BEDROOM H U T K.:E R & z A U- s SOCl.ATES -i A RCHIT' EGTS A-301 HIS a HER CUE81E5 I iV TT=FR I O R L:»=S 1 G N DE51C i .4 P.O. BOX 2347, VINEYARO HAVEN, MA 02568 n PHONE:508-693-3344 FAx:508-693-8776 j I 314 CIFFORO ST.SUITE 6,FALMOUTH,MA 02540 PHONE:508-540-0048 FAx: 508-540-4004 i W W W . H U T K E R A R C H I T E C T S . C O M I PROXOT i NORTH EXISTING GONSTRUGTION TO REMAIN I � NE.W GONSTRUGTION - .-.-- ___.. _ RE I LLNr - r r-e W 31-6 w LEGEND Tti RCS I D NG GOTU I T a MASSACHUSETTS Z w cc U C7 Z 3 a r J U, cc L) W 0 SEGOND FLOOR PLANCC 3 0 v N O O N M W m a ( a- w w r Q _ _ W