Loading...
HomeMy WebLinkAbout0240 CHURCH STREET - Health ►Jest VV`��✓������` 17�/C s I., 15 3 00-7— Uo ,� 4 I# . F Q Barnstable a; i p�p fr No. 4210 1/3 BLU ESSELTE 1 1 O 01/0 O O O O TOWN OF BARNSTABLE LOCATION , r/7 U 4 11 SEWAGE# 0 5'—J J VILLAGE L2 -ST— LP ASSESSOR'S MAP&LOT 1�5- �� 0 7--0U INSTALLER'S NAME&PHONE NO. 14106 JW6 SEPTIC TANK CAPACITY LEACHING FACILITY.(type) 3S 2 3 IX 4a 6ek{ (size) 31'X 2 3 r X to NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: I t` a 3—O S COMPLIANCE DATE: 2 r O s Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �Gi1 P JA h Feet Private Water Supply well and Leaching Facility (If any wells exist t on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A & B CANC® 0 Main Street WY Yarmouth, MA 02673 A t A 40V O (?I = wile ', P R4' 41 gy = 75 r;. I �► No. Fee s^ Ile THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: </O PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Cary\ Application for 33iqoal bpgtem Cowgtrurtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) 2 Complete System ❑Individual Components Location Address or Lot No. V'G Owner's Name, dress,and T 1.No. Assessor's Map/Parcel f 6 3 A & #1 NCO Installer's Name,Addr e. Designer's Name,Address and Tel.No. Main Street �t,t/i� 7/w�'» W. Yarmoutri, MA 62673 888 -a 3Y,5 Type of Building: L,� Dwelling No.of Bedrooms ( Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 T y gpd Design flow provided 7 S gpd Plan Date Ova; olal , a06 S Number of sheets j Revision Date "VIA Title � r0�,tccY feOl��L ✓�G/A{�-� Size of Septic Tank / Type of S.A.S. Description of Soil er ,4- Nature of Repairs or Alterations(Answer when applicable) er /X t? 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 alth. Sig �n Date 7 / �.� Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued No. / '.`' r ' Fee ��� _ THE C3'0% 0`N>r IEALTH* OF MASSACHUSETTS Entered in computer: Yes /O PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Digoal *pgtem Cow9truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(,�"Abandon( ) LJ✓ Complete System ❑Individual Components Location Address or Lot No. c-D Y v- C/1 C �( �� Owner's Name,Address,and T 1.No. r © _CJV jJLC r i s c 1 1 1 Cc. 11 "-c S Assessor's Map/parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AA V Type of Building: 4, Dwelling No.of Bedrooms / Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �yy gpd Design flow provided �S gpd s Plan Date (DUOS Number of sheets / Revision Date 11V111q Title �(0,)6-eQ Je- L ✓1�f/.ate.! 2 Size of Septic Tank Type of S.A.S. Description of Soil 14 i✓ 'Nature of Repairs or Alterations(Answer when applicable) /t f /,4r7 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 n'o rto place the system in operation until a Certificate of Compliance has been issued by this Board of H alth.r Sign dc+�1 I� j . �(.�c /f, Date Application Approved by i y v/ B / Ofr1 t� _ n Date Application Disapproved by: ` �! V v Date for the following reasons x x Permit No. ` �. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( �� Abandoned( )by /7 t� ( A.U<0 f at c7 C/O C Gi u r�l� S`� � �G t11S 1A L 6 h j been con tr cted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ,7 dated Installer �a1�2,� Designer�A.I l #bedrooms ApproLemwill n, ow 176�/� gpd The issuance of this permit shall of be construed as a guarantee thatthe sysfun- t n esigneDate / / Inspec ———=—=——————————————— ——————— Fee No. �` /0 0 THE COMMONWEALTH OF MASSACHUSETTS APUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wi!gpoar 6p!5tem Construction Permit Permission is hereby granted to Construct/( ) epair ( ) Upgrade ( ✓Abandon ( ) J System located at j L/U C'/7 U�� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Cons cti� ust be completed within three years of the date of this ermit. Approved b lr � . Date � PP Y y � / FROM David Thulin PE PLS FAX NO. : 509 8987259 Mar. 20 2007 07:20AM P1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director rJAaNsr&MA Public Health Division :i 4 Thomas McKean,Director 200 Main Street,Hvannis,MA 02601 Office: 508-862-4644 Fax. 508-79O-(»04 Installer& DesiQner Certification Form Date: 4qkv Sewage Permit# o2UGS- - 5.1 1 Assessor's Map\Parcel ls3 - °�' -oo./ Designer: 1< -v �r /�S Installer: A� 6 (-d,,r r) Address: ZIl +I 1 Boa Address: _ 3 S\ 'D i'l�l�I V1 s� ,L= l`?AZ53 7 &r,v't o "A ,AA ®a 6-4 3 On 41 23 0 S-_ t6 C Q _ was issued a permit to install a (date) (installer) septic system at 140 4 yr - based on a design drawn by (address) �or„,c,./ orb v ZLo dated to Ao 0 � (designer) ✓ 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, I certify that the septic system referenced above was installed with major changes (i.e. greater than I lateral relocation of the SAS or any vertical relocation of any componeni. of the septic system) but in accordance with State & Local Regulations. Plan revision,or certified as-b by designer to follow. # ' �ZN OF Mq`gs DAVID 9V U THJUN C3 r o NO.29976 -i s l r s b ure) 9 CIVIL a E fJNAIE�a C+J co (Designer's Signature (Affix Designer's Stanip Hdre) pCG�tcsf / p ZoeS PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION, �ERTIFICAT1r of COMPL C WILL NOT BE ISSUED UNTIL B S FORM AND AS-BUMT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC 0,EAT.TFT DTVTSTON. THANK YOU. Q:Health/Scptic/D"grier(7ertificatio,i Form 3-26-04.doc • � r i s Town of Barnstable snxivs'r,��. 9 A, Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 11, 2005 Ms. Priscilla Jones 240 Church Street West Barnstable, MA 0 668 �� �o��-� S1 RE Church Street, West Barnstable A 153-007 Dear Ms. Jones, You are granted conditional variances to construct a replacement septic system at 240 Church Street, West Barnstable. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The pump chamber will be 65 feet away from the bordering vegetated wetland, in lieu of the 100 feet setback separation distance required. These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The septic system shall be installed in strict accordance with the revised engineered plans dated April 20, 2005. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated April 20, 2005. These variances are granted because the physical constraints at the site severely restrict the location of the pump chamber due to the close proximity JonesChurchStreet2005 wetlands and neighbors' wells. The proposed soil absorption system appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Since r ly yoursj , Wa ne Mi er, M.D. Ch irma JonesChurchStreet2005 OFZME rp� DATE: 0� FEE: * sAmsrAstE. +` 9 MASS. i639• ♦ j� y� ArfOMA'ta0 Town of Barnstable REC. BY SCHED. DATE: s Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. ' FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. D Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION .� Property Address: a r Assessor's Map and Parcel Number: 1 5-3-0 0 7 Size of Lot: � ��Z C&G Wetlands Within 300 Ft. Yes t-"' Business Name: e, s No Subdivision Name: APPLICANT'S NAME: P�--t 5C i I!& A . J 6 ri e—S Phone 6 0 6 =-3 7 5 -- k+ m Did the owner of the property authorize you to represent him or her? Yes No_� l �o DZI cn PROPERTY OWNER'S NAME CONTACT PERSON cn r- Name: p Name: ownr, CD rn 240. Ck 6"-eh Address: JAj , i'::�q„4_S' ^_(o( A 02 (,,G, Address: —� Phone: 5 -3 75 - &3(4 Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) it `(if) FT PlGVL�&Ti®t._t't ►mot c,A xr tir . J SAS 6ufs0r- ,4 t WAS b wzJL C,�V1.4 ` NATURE OF WORK: House Addition ❑00000 House Renovation El Repair of Failed Septic System CI�Ce �Par�1 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) NA Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only], outside dining variance renewals [same owner/leasee only], and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne A.Miller,M.D.Chairman NOT`APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Susan G.Rask,R.S. _ Q:\HEALTH\Application Forms\VARIREQ.DOC �p�' ?� n n � _ o '�- a y o c-V\,nv\� -� a N �-" n 5 � I f 4 „flrsA , psRM%TN+H➢.2M.W t9+.�� �{ RppbhHt ' . :. i MAY Woo -IN L BEDROOMUTLITY ROOM PLAYROOM Of .... ....... ..... ... Y i ' ; . . . . .. ......... x ................ ................. s r jet' C" fw No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE IT pplicat ion ArlVell Construct ion 3permit a -Alter or R air )an individual Well at: Application is hereby made for rmit to Construct ( �, Location — Address Assessors Map and Parcel --------------- Owner Address ALA/ fle4u�&692 �A __— ------------—---------- Installer.— Driller Address Type of Building _—# —-------- Dwelling Other - Type of Building No. of Persons.--'-------- OA— k'a'14— Type of Well 7� Capacity------------------------------- 47R &Y�Purpose of Well----ems ------ Agreement: The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. 7- dat Application Approve-3 ===­—� date Application Disapproved for the following reasons: date Permit No. Issued date ------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate (of Compliance I THIS IS TO R�TIFY That the Individual Well ConstructedXL), Altered or Repaired by------- Installer at--- Lie) L —-----— ----------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -k-A1--4-M--50tDated(0hr!-)b-z' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------- Inspector a�a 4 , . 5 _ syt� Fee-- ----------- BOARD OF HEALTH ) TOWN OF BARNSTABLE } D m lo-7 Application Ar lVell Con!9truction Permit C _C> �p Application is hereb made for a ermit to Construct ( 3; Alter ( ), or Re air ( )an individual Well at: —06 — — Location — Address — Assessors Map and Parcel 1_� 5 ---- --- ,5s 1 L - --___- ---_-- — _—_ ' ! Owner Address 3' Installer — Driller V1 Address Type of Building I Dwelling --S`�=-�------------------- � ;. Other - Type of Building--------------- - No. of Persons-------'---------------- Type of Well Capacity- . , ,�. J Purpose of Well -- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. f � � date�� Application Approve _=—-------- date Application Disapproved for the following reasons: ---------------- -- ---- - '' ------ -- ----- ---------------- date Permit No. . -- - -- Issued----- -- - -------— - - date I � BOARD OF HEALTH TOWN OF BARNSTABLE Ilf -- " Certificate Of COMPIiante THIS IS TO CE TIFY, That the Individual Well Constructed4V,), Altered ( ), or Repaired ( ) ------------- --- - -- -— -- ----- - Installer --—i— — at-- -�"1-0' �.� rC 1'� � t �'� 11 - --------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 5 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------- -_ _ —-- Inspector---------------------------------------—--- - BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Construct ion Permit 14 No. Fee- Permission is hereby granted - --- ------to Construct ( , A ter ( ) or R mir ( ) am ndividual Well at: --------------------------------- Street as shown on the application for a Well Construction Permit No.-- O ate (0 _ � �------------------------- Board of Health DATE � h ENVIROTECKLABORATORIES,NC. MA CERT.NO.:M-MA 063 8Jan Sebastian Dr-Unit#12 Sandwich, IVIA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 7 2 qU CLIENT: Meehan Well Drilling LOCATION: 4 chutch Stj ADDRESS: iscilla JonesW Barnstable°1VlA COLLECTED BY. Meehan Well Drilling SAMPLE DATE: 6/29/2005 SAMPLE TIME: N/A WATER SAMPLE TYPE: New Well DATE RECEIVED: 6/29/2005 LAB I.D. #: 0506767 WELL SPECS.: 10'TO Water 40' Deep RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed` Limits Coliform bacteria /100ml 0 . 0 9222 B 6/29/2005 pH pH units 6.5-8.5 5.84 4500 H+ 6/29/2005 Conductance umhos/cm 500 362 120.1 6/29/2005 :Nitrate-N mg/L 10.0 4.37 300.0 6/29/2005 Nitrite-N mg/L 1.00 <0.004 300.0 6/29/2005 Sodium mg/L 20.0 10.1 200.7 7/1/2005 Iron mg/L 0.3 <0.1 200.7 7/1/2005 Manganese mg/L 0.05 0.013 200.7 7/1/2005 Volatile Organics Bromoform ug/L 0.6 EPA 524.2 7/12/2005 Dibromochloromethane ug/L 0.6 EPA 524.2 7/12/2005 Chloroform ug/L 2.8 EPA 524.2 7/12/2005 MTBE ug/L 70 1 EPA 524.2 7/12/2005 COMMENTS: Low pH indicates high corrosive characteristics. ' Total of results cannot exceed 80. WATER MEETS�EPA STANDARDS ANDa$vSUITA,BLE FOR:DRINKING PURPOSES :FOR PARAMETERS TESTED ND=None Detected. <= Less than ' > = Greater than TNTC=Too numerous to count Date Ron 1 J. Saari . Laboratory Dire t r P ge 3 of 3 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 6/30/05 Approved by: Work Order#: 0506-10653 Data R p n Sample# 001 SAMPLE DESCRIPTION: 0506767 240 CHURCH STREET SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 6/29/200.) SAMPLE DET. DATE rR:r� 1 i tt - ''RESULTS WAIT UNITS MET'110D ii;ri`AL YZEl's ANALYST Xylenes <0.5 0.5 ug/l EPA 524.2 ' 7/12/05 BAS 1,2-1)�bromo-3-Chloropropane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Bromochloromethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS ?i-Butylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Trichlorofluoromethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Hexachlorobutadiene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS lsoprepylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS p-Isopropyltoluene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Naphthalene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS n-Propylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS sec-Butylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS tent-Butylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2,3-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2,4-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Methyl Tertiary Butyl Ether(MTBE) 1 l ug/l EPA 524.2 7/12/05 BAS n-Hexane <10 to ug/l EPA 524.2 7/12/05 BAS SURROGATES RANGE EPA 524.2 7/12/05 BAS 4-Bnmofluorobenzene 106 80-120% EPA 524.2 7/12/05 BAS 1,2-Dichlorobenzene-d4 99 80-120% EPA 524.2 7/12/05 BAS JPI of 3 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 6/30/05 Approved by: Work Order#: 0506-10653 IR Sample# 001 SAMPLE DESCRIPTION: 0506767 240 CHURCH STREET SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 6/29/20 SAMPLE DET. DATE I'AR _METEI: RE'S�TLTS LIMIT UNITS METHODANALYZED AN L`>TST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Bromoform 0.6 0.5 ug/1 EPA 524.2 7/12/05 BAS Dibromochloromethane 0.6 0.5 ug/1 EPA 524.2 7/12/05 BAS Chloroform 2.8 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Benzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Carbon Tetrachloride <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS 1,2-Dichloroethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Trichloroethene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,4-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS 1,1-Dichloroethane <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS l,l,l-Trichooroethane <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Vinyl Chloride <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Bromobenzene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Bromomethane <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Chlorobenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 -BAS Chloroethane <0.5 0.5 ug/1. EPA 524.2 ' 7/12/05 BAS Chloromethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 4-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Dibromomethane <0.5 0.5 ug/1 EPA 524.2 7/12/05 BIAS 1,3-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS trans-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS cis-1,2-Dichloroethene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Methylene Chloride <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS l,l-Dichloroethene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS 1,1-Dichloropropene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS, 1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS cis-1,3-Dichloropropene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS 2,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Ethylbenzene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS Styrene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS 1,1,2 Trichloroethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 7/12/OS BAS Tetrachloroethene <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS 1,2,3-Trichloropropane <0.5 0.5 ug/l EPA 524.2 7/12/05 BAS Toluene <0.5 0.5 ug/1 EPA 524.2 7/12/05 BAS P n� Page 1 of 3 R.I. � Analytical J y Specialists in Environmental Services CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 6/30/05 Attn: Mr. Ron Saari Date Reported: 7/13/05 8 Jan Sebastian Drive P.O. #: Sandwich, MA 02563 Work Order#: 0506-10653 DESCRIPTION: JONES (ONE DRINKING WATER SAMPLE) Subject sample(s) has/have been analyzed by our Warwick, R.I. laboratory with the attached results. Reference: All arameters were analyzed b U.S. EPA approved methodologies and all NELAC P Y Y PP g requirements were met. The specific methodologies are listed in the.methods column of the Certificate Of Analysis. Data qualifiers (if resent) are explained in full at the end of a given sample's analytical results. Certifiid 33, MA-RI015, CT-PH-0508, ME-RIO15 253700 A &B, USDA S-41844,NY-11726 If you ions regarding this work, or if we may be of further assistance, please contact us. Appro Data Repot in enc: Chain o stody, AC Co 41 Illinois Avenue,Warwick, RI 02888 131 Coolidge Street, Bldg 2, Hudson, MA 01 749 Tel: (401)737-8500 Fax: (401) 738-1970 ¢ = Tel:(978) 568-0041 Fax: (978) 568-0078 CV 0) p N . W � 00 ^c, w °° EXISTING CESSPOOL/ Roar Z = 00 Ry I O TO BE ABANDONED sF of Q PROPOSED / Lo c E 6 � m J o F LOCUS WELL / �, "tCCT 'Qoq C 1n x EDGE OF BORDERING 'z, / `p RiC ESMr o NURCH sr = < VEGETATED WETLAND m N p rsn 50'From Edge of GYet/(,7nd ® 9A� J Q 0 N OD U) ao v� _ 1 SEWER FORCE N 100'From edge of reef/ond l� Q 0 N w °O ..; 150' from CONNECTS TO EXIS C-• 60' yiCy o existing rve// H 0U SE P LU M B I N"G'' / 6 O'450p" E / .11.00, Existing rve// i Existing we/i / L ocation by meta/ defector / Existing Cottage \ :_ T'0 BE ABANDONED USGS _ SANDWICH QUAD ..._. ....._. :`... ..._. __ House / WATER TIGHT (Lf _ �\ Existing \ E2 z000 0 loo0 200o a000 PUMP CHAMBER - _ — Z o UNDEGOUND CABLE UTILITI 1" = 2000 FEET Q ^' FROM THIS POINT TO #26 0 CHur�Streef COTTAGE ~' SITE AND SURVEY DATA CP \ \ o \� LorYn ASSESSORS MAP 153 PARCEL 007 1001 \ �o ST °,, = Gi \ N DEED BOOK 830 PAGE 84 zo \ on psi ve wo `, \ `� 2 PLAN REFERANCE: UNRECORDED PLAN W DECEMBER 23, 1981 - EDWARD E. KELLY S j36. T.B.M. REBAR W/PLASTIC CAP CUMMAQUID, MASS. 1"= 40' 41 a o TP T �\ ,�/ Ln ELEVATION = 109.42 ASSUMED PLAN REFERENCE: v~i v o o w - w PLAN BOOK 588 PAGE 47 o a a z cv w ` ��' - LOCUS IS LOT 2 }uj a o = u- o J J N lndili'SUO/ trees ond LOT AREA: 196,787±sf 4.52±ac a Y v> Q E O shr le s shown e disturbed � o � o (n a 37 UPLAND 144,792±sf 3.32±ac \ z �� �DAV p�S`s9 ��P��NDF�' S WETLAND 51,995±sf 1.19±ac o� C. cyc �bAVID y� w { \ a L; r� C. N w Ln Co _ g THULIN m r \THULIN LEGENDLLJ w Chute $t/eet m '` 1 \ v 9 Cl �� `' �R v No�3$40Pv CL EXISTING CONTOUR Of 0 a W N N I �" Q // AL ��-1 - PROPOSED CONTOUR .: N UJ Z m Y N o`no \ TP1\ PROP. TREE/SHRUB LINE V = Q z Z Z :' ti \ , . 150 from -Wi 7tin we// } Q 9 X 50.0 EXISTING SPOT ELEVATION Nui r [50.01 PROPOSED SPOT ELEVATION �_ m vvi �v �. \/ �" TP TEST PIT LOCATION N = N a_ w CB/DH (FND) 150.83� _ �rS 71'17'1 E Q TEST TEST U Q wo N �L1.6�' \ ._._... CHURCH SIRE EXISTING MAIN m D C T RC - T- l _. ... ., ... / Edge Pouement _G— XIST NG GA UTILITY POLE CE w o S 63.1� 47" Ew WATER ol 40 0 20 40 8 160 / � / � O WELL N 1 inch = 40 f 01 -050 t. •` G , K! SHEET 1 OF 4 I , V) Ki-.. 'o rn 0 n GENERAL NOTESLi U) co co co SEPTIC SYSTEM CONSTRUCTION z = o SEPTIC SYSTEM DESIGN DATA SEWAGE FLOW ESTIMATE 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL S. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS = Q CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF SOURCE UNITS GPD/UNIT QTY GPD COMMENT MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE o SINGLE FAMILY RESIDENCE BEDROOM 110 4 440 310 CMR 15.02 {13) a - `n 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND V 0 3 SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER SYSTEM P.IPING.,SHALL BE 4" ' SCH40 PVC SET TO THE APPROVED BY THE HEALTH AGENT. THE CONTRACTOR Z N LINE AND WVERT ELEVATIONS SHOWN_ THE MINIMUM PITCH SHALL SCHEDULE INSPECTIONS AS REQUIRED. J N a�lI OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT g I__ 00 SHALL BE 1/8TH, INCH PER FOOT IF NOT OTHERWISE 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS Q _ _ TOTAL FLOW X DET. TIME = 440 GPD X 2.0 DAYS = 440 USE 1500 GALLON TANK NOTED. FROM WITHIN FIVE FEET LATERALLY AND UNDER THE Q N w 00 PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH 0 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR LEACHING FACILITY DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL OBTAIN 15.255. A DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE LEACHING TRENCHES LEACHING AREA CAPACITY TOWN OF BARNSTABLE HEALTH DEPARTMENT. 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL NO. LENGTH WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS (ft) (ft) (ft) (Sf) (Sf) (gpd) (gpd) (gpd) 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE 4 1 32 2.6 2.0 136 64 304 143 447 THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS DATA. THE PROPOSED SEPTIC SYSTEM IS TO BE PRIOR TO ANY EXCAVATION FOR .THIS PROJECT WORK, THE LOCATED AT LEAST 150. FEET FROM. EXISTING PRIVATE PERCOLATION. RATE: 15.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE 0.56 .BOTTOM 0.56 CONTRACTOF'K :SHALL MAKE THE REQUIRED NOTIFICATION TO WATER:SUPPLY WELLS. DIG SAFE (1-888-344-7233), FOR VERIFICATION OF LOCATIONS. 8. WHERE SERVICE PIPE IS LESS THAN 10 ' FROM AN 160PSI HDPE OR SCH40 PVC PIPE. EXISTING OR PROPOSED SAS IT SHALL BE SLEEVED IN 2" 160PSI HDPE OR SCH40 PVC PIPE. z O N w N SOIL TEST DATA U) F- F- O N 115 DATE: 4/1/05 o vo z c�.l w 2' LEVEL PIPE EXCAVATOR: BOUSFIELD m a N w En B.O.H. AGENT: D.DESMARAIS (BARNSTABLE) z TOP OFF D.(APPROX) 111.00 RES. RSER TO WITHIN 6" OF FIN. GR DE ( ENGINEER: D. THULIN a :Q =o � x w U ':a m FINISH GRADE _ EXISTI c .' LOCATION: TP2 LOCATION: TP2A o 0 0 Vn a 3 110 - - - - - _ - - _ ` - - ELEV. DEPTH FILL - DRIVEWAY ELEV. DEPTH a vvc - _ 109.0 0.0 109.0 0.0 S-0.020 _ - - - - - - 108.7 0.3 - SAME AS W W a•vvc r 106.42 B - SANDY LOAM S=0.020, a^PVC t TP2 107.5 co S=o.oz TOPE . DEPTH 106.1 ~ iO Q ~ N I'a Cl - F-M SAND 108.00 r--- - 105.9 3.1 LL Ld O 1 7.25 5?.106 87 70670 \\\�� 105.3 3.7 a Q {... 105 - C2 - LOAMY SAND =ui SMALL POCKETS OF V/ U W U K SILTY CLAY N Z m DI TRIBUTION BOX 4 TREN HES 2•X2•X32' BOT. E F.DEPTH 104.1 102.8 6.3 PERC 15 MIN./IN � O T N INLET E. 1500 GALLON + g Q � 10" BELO UT TEE REMO/E AND.REPLA E Sri ! l a LIQUID LE L SEPTI TANK 1 BELOW UNSUITABLE SOIL U J m 100 W UTLET 99.00 pERCHEO GW 100.0 9.0 U //��// W h TEE AFFLE -- C3 - MED. SAND U_ m N 98.7 10.3 32.0' C2 - SANDY LOAM W H 0_ w a 24.8' 19.2 11.1 T z - 96.3 12.8 96.0 13.0 U 0_ 0 in BOTTOM BOTTOM V) m L` c=i 95 NO GROUNDWATER 0 W -10 0 10 20 30 40 50 60 70 80 90 100 110 0 c~i1 Ld SECTION TH RU SEPTIC SYSTEM N 01 -050 ~ t SHEET 2 OF 4 27. AVG. SLOPE FINISH GRADE 1 MIN. COMPACTED. EARTH BACKFILL / \ YO 1/2 NOTE: \ ��,' \.\�_ 4"0 SCH40 PERF. PVC7. ! SAS IS TO BE CONSRUCTED PARTIALLY /\ �'-,�� SLOPE _ .005FT/FT UNDER STONE SURFACED DRIVEWAY. INSTALLER SHALL RESTORE DRIVEWAY BASE \: �' 3/4" TO 1 1/2" DBL. WASHED STONE. ;\\ (8 MIN. WELL GRADED COMPACTED GRAVEL) AND 1 1/2" NATIVE PEASTONE � 6' \\icy I i 8' UNDISTURBED EARTH SECTION THRU LEACHING TRENCHES EXISTING CESSPOOL EXISTING COTTAGE PUMP DRY AND FILL WITH SAND EMOVE PORTIONS OF STRUCTURE W 8" OF FI GRADE FILL, COMP C ND LAWN _ 040 A -r - - - N OUTLET A F wE�AND FROM EDGE O 4"0 INLET L - - - J 2' LEVEL 24„ PLAN PUMP CHAMBER 0 CONC. COVER _ 2' LEVEL 2" PRESSURE LINE \` /O TO HOUSE PLUMBING _ OUTLET � _ EX�5TING HOUSE � PLAN FORENUMBER 100 FRO DG OFF OF OUTLETS WETLAND 24„ REQUIRED w z SECTION A — A J 1500 GALLON. r SEPTIC TANK NOTE: w d' DISTRIBUTION BOX TO BE SET ON 12" o COMPAC-ED..GRAVEL. .OUTLET PIPE DIST. BOX INVERSTS TO BE SET AT SAME}ELEVATION WITHIN 1/16 INCH. INLET TEE TO BE ' o\ ' INSTALLED SO THAT ALL WATER DRAINS \. FROM BOX IMMEDIATELY AFTER DOSING. �Zp 47.3' 5 OUTLET DISTRIBUTION BOX 1/2 = 1' — 0" d g c*\`'��N \ �� 72.3' TO o. \ PROPERT 3" MIN. OUTLET (� �� LINE 4 - 2'X2'X32' TRENCHES SAN. TEE VARIES 10' SEE S.T DET IL 4" SCH40 PVC 45' EL CONCRETE TANK LIMIT OF UNSUITABLE SOIL REMOVAL 0 GAS BAFFLE DETAIL o W N TS . z SEPTIC SYSTEM DIMENSION DETAIL 1' = 20' V) PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS: m 240 CHURCH STREET CHKD BY: PST DAVID C. THULIN, PE, PLS � I DESIGN: DCT c°' O WEST BARNSTABLE, MASSACHUSETit, 211 -MILL ROAD 0 U-I SCALE AS NOTED EAST SANDWICH, MASSACHUSETTS 02537 -n O FOR PRISCILLA JONES APRIL 20; 2005 (508) 888-2345 FAX (508) 888-7259 240 CHURCH STREET, WEST BARNSTABLE, MA 02668 WP02 SHEETSMa" ` t 4"0 PVC INLET (TYP) EXPLOSION PROOF FLOAT SWITCH SUPPORT NON—CORRODING JUNCTION BOX & CONDUIT AS Q. \ EFFLUENT PUMP A f I i 2"0 SCH40 PVC PRESSURE PIPE DISCH. BALL VALVE PRECAST CONCRETE MANHOLE I UNION H-20 W/WATERPROOF COATING ELAN CASTIRON COVER PRECAST CONCRETE RISER AT FINISH GRADE ' 6" MIN EARTH COVER MECHANICAL FLOAT SWITCH I WATER TIGHT SEAL HIGH WATER LEVEL ALARM ,❑ �` 2" BALL VALVE 20 SCH40 PVC PIPE ' INLET OUTLET TO HOUSE PLUMBING 3" PVD VENT VENT TO ROOF 4' 3' MIN. , 1/4" WEEP HOLE FOR. DRAINBACK 2" ;, ACTIVATES AT PUMP FAILURE 6" CHECK VALVE w SE TO PRGv1DE. 3", DRAT OWN a DRAWDOWN = 3" 5" NON-CLOG SEWAGE .PUMP 4' 0 MIN. TO PASS-•2" SOLIDS, 30 GPM AT 15FT TDH SECTION A-- A WATER SIGHT PUMP PIT TO BE INSTALLED AT COTTAGE 1/2 f? _ 1, _ o„ PUMP INSTALLATION t 1. PUMP, SHALL BE INSTALLED IN STRICT.CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. 2. CONTROLS: PUMP CONTROLS SHALL BE PROVIDED IN A MOISTURE PROOF PANEL BOX MEETING ALL STATE AND LOCAL CODE STANDARDS FOR EXTERIOR USE. THE PANEL BOX SHALL BE MOUNTED ON THE BUILDING SERVED BY THE SEPTIC SYSTEM IN CLOSE PROXIMITY TO THE PUMP CHAMBER. THREE FLOAT SWITCHES SHALL BE PROVIDED TO CONTROL THE PUMP 'OPERATING IN THE FOLLOWING SEQUENCE: a. PUMP OFF (6" ABOVE BOTTOM OF CHAMBER) b. PUMP ON (16 INCHES ABOVE BOTTOM OF CHAMBER) c. ALARM ON AT PUMP FAILURE d. ALARM ON AT HIGH WATER LEVEL 3. ALARM: AN ALARM SHALL BE INCORPORATED IN THE PUMP CONTROL PANEL. THE ALARM SHALL BE h POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. AN AUDIBLE ALARM SHALL SOUND AND A WARNING LIGHT SHALL TURN ON IF THE PUMP FAILS TO OPERATE AT THE HIGH PUMP LEVEL. A BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM. THE LIGHT SHALL REMAIN ON UNTIL THE PUMP IS AGAIN INSTALLED AND OPERABLE. THE AUDIBLE ALARM SHALL BE REACTIVATED AT THE HIGH WATER LEVEL WHICH SHALL BE SET THREE INCHES ABOVE THE PUMP CHAMBER INLET INVERT. 4. NOTE THAT THE SEPTIC SYSTEM COMPONENTS ARE TO BE PLACED PARTIALLY INTO THE WATER TABLE. THE SEPTIC TANK AND PUMP CHAMBER SHALL BE FURNISHED WITH A WATERPROOF COATING AND SHALL BE PLACED ON A STABLE BASE OF CRUSHED STONCIN AN EXCAVATION SUFFICIENTLY DEWATERED TO PLACE COMPONENTS AT THE ELEVATIONS SHOWN. THE INSTALLER SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PROVIDE A PROPERLY DEWATERED EXCAVATION IN WHICH TO PLACE THE COMPONENTS. PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS: m CHKD BY: PST DAVID C. THULIN, PE, PLS 240 CHURCH STREET DESIGN: DCT 4, O WEST BARNSTABLE, MASSACHUSETTS SCALE AS NOTED 211 MILL ROAD 4 —11 0 p FOR PRISCILLA JONES APRIL 20 2005 EAST SANDWICH, MASSACHUSETTS 02537 240 CHURCH STREET, WEST BARNSTABLE, MA 02668 (508) 888-2345 FAX (508) 888-7259 WP02 SHEET4 `-`- (n ALTERNATE` M INSTALL 1500 GALLON SEPTIC TANK AND 1000 G ^^ U-) O1 CHAMBER T OF HOUSE CONNEC RAVITY PIPING TO •1 BOTH HOUSE AND GE AND PUMP CHAMBER TO • t p CV REPLACE 1500/500 PUMP CHAMBER SHOWN. SUBJECT w t\ TO APPROV BOARD OF H AND CONSERVATION / w I CLF- 00 Li o0 o w [n �� EXISTING CESSPOOLS ' / ROT J Z 2 O I O 0 TO BE ABANDONED R s o sFyc�F �� LOCUS J a EqF-CrRiC R°qo CyU V) Q A'C EDGE OF BORDERING \` / / �� FSMr H sT = Q L� VEGETATED WETLAND rO � `.__... --PROPOSED / ` o v u7 \ WELL / U Q 3 « / o N 0 wn ISO'From Edge of we � � ® qA � � N 00 CO i a Q � 00 N 1- SEWER FORCE ' N / /00"From edge of wetland A. y� Q Q C-1 w o :, 150' from CONNECTS TO EXIS_... C "" / ® °y�qr existing we// ! 1400SE PLUMBING'- S 50'45'00" E 11.00' Existing W611 \ / Existing we// .--/ 7M Locofion by meta/ detector / J Existing Coffoge •rz7 BE ABANDONED ! W � � ` � USGS — SANDWICH QUAD WATER TIGHT \ o E Nouse ;; s0 2000 0 1000 20DO 4000 xistln7 PUMP CHAMBER N o. 1' = 2000 FEET _ - Z o UNDEGROUND CABLE UTILITI Q ..4 FROM THIS POINT TO C'`/ur�Street � SITE AND SURVEY DATA Lawn ASSESSORS MAP 153 PARCEL 007 ST DEED BOOK 830 PAGE 84 0 N C"I i N !.. x . \ \ duj one ive \ \ �.. PLAN REFERANCE: UNRECORDED PLAN DECEMBER 23, 1981 - EDWARD E. KELLY T.B.M. REBAR W/PLASTIC CAP CUMMAQUID, MASS. 1"= 40' o m TP T ��\ ��'� �� ELEVATION = 109.42 ASSUMED PLAN REFERENCE: v U)i v o o F w PLAN BOOK 588 PAGE 47 0 ° 0 Z N w ' LOCUS IS LOT 2 L .- � } a oN v=i � z w i \ LL O J J N c0 \ /ndi�isuc:' frees and LOT AREA: 196,787tsf 4.52fac a Y N a o d \ shrubs s.5own - not to be disturbed o shr c=i o c�ii a N UPLAND 144,792fsf 3.32fac \ WETLAND 51,995fsf 1.19tac I � OF l \ / W #235tieet 'd '• 1 " — _.._ _ _ � ��DAV Ds9C� P�\A OF�'ASs9c . LEGEND Of W Choioh a, �: _ o� C. yG �' fD tiN 5p�- EXISTING CONTOUR a F— a w / z THULIN UN _� v N d PT / o N0.29976 -+ -� PROPOSED CONTOUR Q w J cv �': L `� Q / I 9 CIVIL 4 .39403v �i `c,0� V z m Y N oo f "'" \ TP1 / o F�,.rs Q ,�� PROP. TREE/SHRUB LINE N = Q z :2 Q � Z z / / 150' frc;•n exist OSUR4 X 50..0 EXISTING SPOT ELEVATION N U J m �< U L U [50.0] PROPOSED SPOT ELEVATION 1-- m V) TP y '17'17" TEST PIT LOCATION CB DH (FND) 0.83 �S 71 0 v z a PT Lja O TEST PI /PERC TEST S TREE om a Wc�=r CHURCH C— EXISTING GAS MAIN a 1-- 5 — W— WATER SERVICE a w o S 63'Y'47" E � Edge of f?aue�ent UTILITY POLE N 40 0 20 40 89 160 / �- O WELL 1 ( IN ch FEE 40 ft. ' APPL/CA T/ON PLAN - NOT FOR CONSTRUCT/ON o� — SHEET 1 1 OF 4 I - t - A ` N urn) L L 0 tV GENERAL ' NOTES w Nco ter` SEPTIC SYSTEM CONSTRUCTION - 00 SEPTIC SYSTEM DESIGN DATA Q �' 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS = Lo Q ' SEWAGE FLOW ESTIMATE CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF SOURCE UNITS GPD/UNIT QTY GPD COMMENT MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN _ SINGLE FAMILY RESIDENCE BEDROOM 110 4 440 310 CMR 15.02 (13) ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE o U ,n 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND U o 0 SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER SYSTEM PIPING SHALL BE 4" • SCH40 PVC SET TO THE APPROVED BY THE HEALTH AGENT. THE CONTRACTOR cv LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH_ SHALL SCHEDULE INSPECTIONS AS REQUIRED. 0 N00 OF PIPES;CARRYING SEWAGE OR SEPTIC TANK EFFLUENT > 00 TOTAL FLOW X DET. TIME = 440 GPD X 2.0 DAYS = 440 USE 1500 GALLON TANK SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS Q Q NOTED. FROM WITHIN FIVE FEET LATERALLY AND UNDER THE Q N W o PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH u) 3. PRIOR TO,CONSTRUCTION_ OF THE SEPTIC SYSTEM CLEAN SAND .MEETING THE REQUIREMENTS OF 310CMR LEACHING FACILITY DEPICTED ON THIS PLAN,. THE CONTRACTOR SHALL OBTAIN 15.255. A DISPOSAL WORKS CONSTRUCTION PERMIT FORM. THE LEACHING TRENCHES LEACHING AREA CAPACITY TOWN OF BARNSTABLE HEALTH DEPARTMENT. 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL NO. LENGTH WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS (ft) (ft) (ft) (Sf) (sf) (gpd) (gpd) (gpd) 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE 4 32 2.0 2.0 136 64 304 143 447 THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS DATA. THE PROPOSED SEPTIC SYSTEM IS TO BE PRIOR TO AN-Y EXCAVATION FOR THIS PROJECT WORK, THE LOCATED AT LEAST 150 FEET FROM EXISTING PRIVATE PERCOLATION RATE: 15.0. MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.56 BOTTOM - 0.56 CONTRACTOR SHALL MAKE -THE REQUIRED NOTIFICATION TO WATER SUPPLY WELLS. . DIG SAFE ;(1-888-344-7233), FOR VERIFICATION OF LOCATIONS. 8. WHERE SERVICE PIPE IS LESS THAN 10 FROM AN 160PSI HDPE OR SCH40 PVC PIPE. EXISTING OR PROPOSED SAS IT SHALL BE SLEEVED IN 2 160PSI HDPE OR SCH40 PVC PIPE. z 0 (N W Uy SOIL_ TEST DATA a W 11.5 e DATE: 4/1/05 0 o z N W EXCAVATOR: BOUSFIELD } Q N 0 2' LEVEL PIPE W m z B.O.H. AGENT: D.DESMARAIS (BARNSTABLE) o 2 � j TOP OFF D.(APPROX) 11 .00 RES. R SER TO WITHIN 6" OF FIN. GR DE ENGINEER: D. THULIN a Y rn a a o FINISH GRADE = EXISTING LOCATION: TP2 LOCATION: TP2A o U o V) a 3 110 _ _ _ _ ELEV. DEPTH FILL - DRIVEWAY ELEV. DEPTH - - '- 109.0 0.0 109.0 0.0 -.02 il ' 108.7 0.3 SAME AS W s=o.ozo s4'PVC., •; a vvo ." ~- 106.42 - -,- - - - - - 8 - SANDY LOAM �2 WQ c 107.5 Y S=oo36 - ! '<� TOP E DEPTH 106.1 Q F- N Cl - F-M SAND /1/.L o ui 105.9 3.1 �•L 108.00 1 7.25+j 'y 106 787- 105.3106.70; `'` - ry *� 9 3.1_ a 105 C2 - LOAMY SAND =` (n J U SMALL POCKETS OF V/ W W Q Z m- +� SILTY CLAY • - , _ / to W DI TRIBUTION $OX i '" ¢ �;� 4s.TREN HES 2'X)_'X32' BOT. E F.DEPTH ]04.1. 102.8 6.3 PERC 15 MIN./IN F Q z INLET E 1500 GALLON �' t ` ' >_ Q ¢ 10" BELO SEPTI TANK UTLET TEE,` ," t f REMO E AND REPLACE a LIQUID LEVEL W UTLET 1 " BELOW r ` --„ `' �, r S UN UITABLE SOIL 99 00 100.0 9.0 U ^I L ri U -- TEE {L TEE AFFLE PERCHED GW C3 - MED. SAND I- m U) w3 98.7 10.3 32.0' C2 - SANDY LOAM W Fes- ' V) V) 24.8' 19.2' 11.1 T d w ..1... Z 96.3 12.8 96.0 13.0 � U Q O x 95 BOTTOM BOTTOM In m �' U NO GROUNDWATER a i -10 0 10 20 30 40 50 60 70 80- 90. 100 110 O Q to Ld SECTION THRU SEPTIC SYSTEM _ N 01-050 APPL/CA T/ON PLAN- NOT FOR CONSTRUCT/ON SHEET 2 OF 4 r 7 111, AVG. SLOPE FINISH GRADE --�_ 1 N. COMPACTED EARTH BACKFILL / �� F ,<�// ,,/ "- {, l �/ ' �/ \��:' 1/2 DBL. wAa�'E ':STa \/\ o NOTE ���f t \� 41#0 SCH40 PERF. PVC SAS IS TO BE CONSRUCTED PARTIALLY = SLOPE _ .005FT/FT �P5j� UNDER STONE SURFACED DRIVEWAY. INSTALLER SHALL RESTORE DRIVEWAY BASE \ 3/4* \ / TO 1 1/2" DBL. WASHED (8" MIN. WELL GRADED COMPACTED GRAVEL) AND 1 1/2" NATIVE PEASTONE / ` \ 8' UNDISTURBED EARTH SECTION THRU LEACHING TRENCHES �2 — —� EXISTING CESSPOOL EXISTING COTTAGE PUMP DRY AND FILL WITH SAND EMOVE PORTIONS OF STRUCTURE W 8" OF FI GRADE FILL, COMP C ND S LAWN A - - - N OUTLET A O I ! FR0M EDGE OF 4"0 INLET `" - - - �' 2' LEVEL 50 24" PLAN PUMP CONC. COVER CHAMBER 2' LEVEL 2" PRESSURE LINE Ol /O TO HOUSE PLUMBING OUTLET NOSE / i F SEE PLAN 1pp RO OR NUMBER EDGE 0 �.F' W f OF OUTLETS TLANp 24" REQUIRED w Z n� SECTION A — A 1500 GALLON r NOTE: w SEPTIC TANK, 4' DISTRIBUTION BOX TO BE SET ON,12 0 COMPACTED GRAVEL. OUTLET PIPE DIST. BOX INVERSTS TO BE SET A?-SAME ELEVATION WITHIN 1/16 INCH. INLET TEE TO 'BE INSTALLED SO THAT ALL WATER DRAINS FROM BOA; IMMEDIATELY AFTER DOSING. 6 � 47.3' A 5 OUTLET DISTRIBUTION BOX , 1/2" _ 1► _ Of' �Zd 72.3' TO C� 'o. \\ � PROPERT j 3" MIN, OUTLET �� LINE off- 4 - 2'X2'X32' TRENCHES VARIES SAN, TEE SEE S.T DET IL 104" SCH40 PVC 45' EL CONCRETE:TANJ LIMIT OF UNSUITABLE SOIL REMOVAL O y o GAS BAFFLE DETAIL o � W N TS �- O � r_ m y r O , 4SEPTIC SYSTEM DIMENSION DETAIL 1" = 20' (A PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS: m 240 CHURCH STREET CHKD BY: PST DAVID C. THULIN, PE, PLS WI DESIGN: DCT 211 MILL ROAD C) WEST BARNSTABLE, MASSACHUSE TTS SCALE AS NOTED n+ter o9 0O FOR PRISCILLA JONES EAST SANDWICH, MASSACHUSETTS 02537 APRIL 20 2005: 240 CHURCH STREET (508) 888-2345 FAX (508) 888-7259 , WEST BARNSTABLE, MA 02668 WP02 SHEET3 M;s^,f L "; I 4"0 PVC INLET (TYP) EXPLOSION PROOF FLOAT SWITCH SUPPORT NON—CORRODING JUNCTION BOX & CONDUIT AS REQ. ~ EFFLUENT PUMP A 2"4 SCH40 PVC PRESSURE PIPE DISCH. BALL VALVE PRECAST CONCRETE MANHOLE I UNION H-20 W/WATERPROOF COATING PLAN CAST IRON COVER PRECAST CONCRETE RISER AT FINISH GRADE 6" MIN EARTH COVER f MECHANICAL FLOAT SWITCH WATER TIGHT SEAL a b HIGH WATER LEVEL ALARM 2" BALL VALVE 2"0 SCH40 PVC PIPE ' INLET OUTLET TO HOUSE PLUMBING 3" PVD VENT VENT TO ROOF 3i 4' 3' MIN. 1/4" WEEP HOLE FOR DRAINBACK 2» ACTIVATES AT PUMP FAILURE 6" I CHECK VALVE :.. .... ...... .. SET TO PROVIDE 3" DRAWDOWN DRAWDOWN = 3" 4 5" -'I NON—CLOG SEWAGE PUMP 4 W MIN. TO PASS 2" SOLIDS, 30 GPM AT 15FT TDH SECTION A- A WATER TIGHT PUMP PI T TO BE INSTALLED AT COTTAGE n1 /2'► - r o» Q PUMP INSTALLATION 1. PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. 2.- CONTROLS: PUMP CONTROLS SHALL BE PROVIDED IN A MOISTURE PROOF PANEL BOX MEETING ALL STATE AND LOCAL CODE STANDARDS FOR EXTERIOR USE. THE PANEL BOX SHALL BE MOUNTED ON THE BUILDING SERVED BY Z THE SEPTIC SYSTEM IN CLOSE PROXIMITY TO THE PUMP CHAMBER. THREE FLOAT SWITCHES SHALL BE PROVIDED i TO CONTROL THE PUMP OPERATING IN THE FOLLOWING SEQUENCE: a. PUMP OFF (6." ABOVE BOTTOM OF CHAMBER) b. PUMP ON (16 INCHES ABOVE BOTTOM OF CHAMBER) y c. ALARM ON AT PUMP FAILURE d. ALARM ON AT HIGH WATER LEVEL 3. ALARM: AN ALARM SHALL BE INCORPORATED IN THE PUMP CONTROL PANEL, THE ALARM SHALL BE POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. AN AUDIBLE ALARM SHALL SOUND AND A WARNING LIGHT SHALL TURN ON IF THE PUMP FAILS TO OPERATE .AT THE HIGH PUMP LEVEL. A BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM. THE LIGHT SMALL REMAIN ON UNTIL THE PUMP IS AGAIN INSTALLED AND OPERABLE. THE AUDIBLE ALARM SHALL BE .REACTIVATED AT THE HIGH WATER LEVEL WHICH SHALL BE SET THREE INCHES ABOVE THE PUMP CHAMBER INLET INVERT. 4. NOTE THAT THE SEPTIC SYSTEM COMPONENTS ARE TO BE PLACED PARTIALLY INTO THE WATER TABLE. THE SEPTIC TANK AND PUMP CHAMBER SHALL BE FURNISHED WITH A WATERPROOF COATING AND SHALL BE PLACED ON A STABLE BASE OF CRUSHED STONE IN AN EXCAVATION SUFFICIENTLY DEWATERED TO PLACE COMPONENTS AT ^C THE ELEVATIONS SHOWN. THE INSTALLER SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PROVIDE A PROPERLY DEWATERED EXCAVATION IN WHICH TO PLACE THE COMPONENTS. m O PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS; DAVID C. THULIN, PE, PLS M - 240 CHURCH STREET CHKD BY: PST I - DESIGN: DCT. 211 MILL ROAD O WEST BARNSTABLE, MASSACHUSETTS SCALE AS NOTED 0. Cn EAST SANDWICH, MASSACHUSETTS 02537 O FOR PRISCILLA JONES APRIL 20 2005 240 CHURCH STREET, WEST BARNSTABLE, MA 02668 WP02 SHEET4 (508) 888-2345 - FAX (508) 888-7259 i C,4 U•) / t \ 0 N Ld CL C / ° w V) ' EXISTING CESSPOOL s ROvrF Z = 00 0/0 TO BE ABANDONED / � �RycF s q' LOCUS f / FCECTR)c RCgo CHVRC 07 Q EXISTING EDGE OF BORDERING I / / WELL �� ESMr H sT w " . VEGETATED WETLAND Lr, r W v N own / 50'From Edge of W6111ond12� 9q 0 0 i ;c, of ® 00 o Q � U) SEWER FORCE N 100'From edge of wet/ond 7� Q C) N w 00 750' from ` CONNECTS TO ti'ctiLo �q existing we// HOUSE PLUMBING'- / S 60'45'00" E Co ® e� / 11.00" : Existing we//_.___ A i EXsfing we// / L ocafion by meta/ detector Existing Cottage \ I\ ®BEAB/ U070 DNcV ,, / SANDWICH A HOuse / N 0, z000 0 1000 z000 a000 WATER TIGHT (� `� ;n Existing o ED PUMP CHAMBER Z ,� o \ 69°1z a = UNDERGROUND CABLEJTILIT 1' 2000 FEET,260 Church t FROM 'PHIS POINT TO Stream J z �^ `; COTTAGE / 1 �\ LOwn � SITE AND SURVEY DATA _ \ ��\ ST � Z ASSESSORS MAP 153 PARCEL 007 0 pne piivewO �\ �� T \ ,, DEED BOOK 830 PAGE 8,4 w D� ui \�\TP3 -� PLAN REFERANCE: UNRECORDED PLAN T.B.M. REBAR W/PLASTIC CAP DECEMBER 23, 1981 — EDWARD E. KELLY o F- ;C) PPT�, ELEVATION = 109.42 ASSUMED CUMMAQUID, MASS. 1 40' a 0 Z N ,= PS SITE ACCESS o o N w - w �S,... .... PLAN REFERENCE: < `� _ PLAN BOOK 588 PAGE 47 m z w (n /nditlidu0/ trees ond LOCUS IS LOT 2 a Q o -(to shrubs shown — not to be disturbe j o cu o v") a N w LOT AREA: 196,787±sf 4.52±ac UPLAND 144,792±sf 3.32±ac WETLAND 51,995±sf 1.19±ac w 00 1� o E-- OhU,ch 5 e �, i ,� z NOTE:. LEGEND a D a w (o i PT / OWNER WISHES TO SALVAGE EXISTING TOPSOIL FOR 0�— EXISTING CONTOUR Q z m Y `� Q / REDISTRIBUTION ON SITE. CONSULT WITH OWNER. REGARDING --�5 w N o a ' ". \\ v) -, N N oo " h TP1`\ / SALVAGING OF TOPSOIL AND FINAL LANDSCAPING. PROPOSED CONTOUR } _ Q Z Z Z / PROP. TREE/SHRUB LINE U w m 7 s .Y 50.0 EXISTING SPOT ELEVATION ►_ m V) PROPOSE SPOT ELEVATION La 1•17'1,,„ E [50.0] N = z It n. CB;'DH (FND) 150 83\ D Of_... 4 TEST PIT LOCATION 21.6p' S �Qyc 0 SASS � cn Q x CHURCH 9c � DAVID q°y PT � m / --- C. u, C. u, Q TEST PIT/PERC TEST 0 Q v) 0 of ui S 63.1� 47" E / Edge of POMement o THULIN m N .391 3 — G— EXISTING GAS MAIN a 3- N / 9 CIVIL Qv — W— WATER SERVICE N 40 0 20 40 89 160 O CiS'T � pP `DL) UTILITY POLE `Ss. ENG SURv� O WELL ( I N FEET Y 150' from existing we// — q.14 1 inch = 40 ft. 01SHEET 10 1 N t!') SEPTIC SYSTEM DESIGN DATA w GENERAI. NOTES w co SEWAGE FLOW ESTIMATE SEPTIC SYSTEM CONSTRUCTION � 00 Z = o SOURCE UNITS GPD/UNIT QTY GPD COMMENT J Q SINGLE FAMILY RESIDENCE I BEDROOM 1 110 4 1 440 310 CMR 15.02 (13) 1n x 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS Q Q SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF g �. MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE o v ,n 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND U C) 3:: TOTAL FLOW X DET. TIME = 440 GPD X 2.0 DAYS = 880 USE 1500 GALLON TANKSYSTEM PIPING-SHALL BE 4" DIA. SCH40 PVC SET TO THE APPROVED BY THE HEALTH AGENT. THE CONTRACTOR n . z LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH SHALL SCHEDULE INSPECTIONS AS REQUIRED. C)_ LEACHING FACILITY OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT 00 SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE 6. REMOVE ALL UNSUITABLE SOIL, Ap AND B HORIZONS. Q Q _ LEACHING FIELD LEACHING AREA CAPACITY FROM WITHIN FIVE FEET LATERALLY AND UNDER THE N w 00 NO. LENGTH WIDTH, DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL NOTED. PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH (ft) (ft) (ft) (Sf) (sf) (gpd) (gpd) (gpd) 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 1 23 35.0 1.0 NA 805 NA 450 450 DEPICTED ON 'THIS PLAN, THE CONTRACTOR SHALL OBTAIN 15.255. A DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE PERCOLATION RATE: 15.0 MIN./IN. LEACHING RATE: SIDE - 0 GPD/SF. BOTTOM - 0.56 TOWN OF BARNSTABLE HEALTH DEPARTMENT. 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS DATA. THE PROPOSED SEPTIC SYSTEM IS TO BE NOTE: PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE LOCATED AT LEAST 150 FEET. FROM EXISTING PRIVATE PLUMBING WITHIN THE EXISTING HOUSE WILL BE ALTERED TO ACCOMMODATE NEW SEPTIC CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO WATER SUPPLY WELLS. SYSTEM BY OWNER. PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM SHOWN ON THIS DIG SAFE (1-888-344-7233), FOR VERIFICATION OF 8. WHERE SERVICE PIPE IS LESS THAN 10 FT.FROM AN PLAN, THE ENGINEER WILL VERIFY THE LOCATION AND ELEVATION OF THE BUILDING SEWER LOCATIONS. AS INSTALLED BY OWNER AND DETERMINE FINAL INVERT ELEVATION AT THE CONNECTING EXISTING OR PROPOSED SAS IT SHALL BE SLEEVED. IN 2" POINT. THE LOCATION AND ELEVATION OF THIS SEPTIC SYSTEM MUST BE CERTIFIED BY 160PSI HDPE OR SCH40 PVC PIPE: THE INSTALLER AND DESIGNER. NO VARIATION FROM PLAN LOCATIONS AND ELEVATIONS Z 0 OF SEPTIC SYSTEM COMPONENTS ARE TO BE MADE IN THE FIELD WITHOUT WRITTEN N APPROVAL OF THE DESIGNER. w SOIL TEST DATA SOIL TEST DATA o 11s DATE: 4/1/05 EDXCAVATOR: BOUSFIOELD11050 0 } o N Nbi EXISTING GRAD - RESTORE FTER SYSTEM I STALLATION EXCAVATOR: BOUSFIELD a F- N B.O.H. AGENT: D. DESMARIAS w m B.O.H. AGENT: D.DESMARAIS ENGINEER: D. THULIN o J V) M TOP OFF D.(APPROX) 11 .00 RE RISER TO WI IN 6" OF FIN. GRADE ENGINEER: D. THUUN a Y v, a 0 o 2' LEVEL PIPE ! LOCATION: TP3 _ `'' �' a FINISH GRADE`= EXISTING LOCATION: TP2 U a 110 _ _ ELEV. DEPTH FILL - DRIVEWAY ELEV. DEPTH Ap - SOD, ORGANIC LOAM 109.5 0.0 4.PVC �r 109.0 0.0 109.0 0.5 s-o.oai 1 g7 106. 3 - 108.7 0.3 B - SANDY LOAM B - SANDY LOAM Q W N m 106.66 1 .55 SUBSOIL �� iu_� Cl - F-M SAND. 108.50 1 7.36 1 7.11 �� -- 106.2 3.3 0' Li-1 0 � ni i05.9 3.1 Cl - F-M SAND 106.80 i`��\f_---,- ,, _� \`\ � 105.3 3.7 VF SAND AND SILT ^ N 105 C2 - LOAMY SAND V J Pvc 1 5.55 POCKETS s o.oso ° Pvc SMALL POCKETS OF Q W Li \7DIS oio REMO AND REPLA E SILTY CLAY 103.2 6.3 N Z m INLET TEE TRIBUTT N OX UN UITABLE SOIL LEACHING RED '`� ~Ld N O N T Q 16 101.5 8.0 PERC 8 MINJIN >_ + Q 10" B LOW OUTLET TEE 23 X 35-W V) J m LIQUID LEVEL 14" BELOW 99 00 C2 - LOAMY SAND U �y W J i 100 PERCHED GW FINE TO MED SAND I..L� m N 98.7 10.3 FIRM IN PLACE - C2 - SANDY LOAM W I� 1500 GALLON 14 2` SLIGHT AMT. SEEPAGE (n V) w SEPTIC TANK 0'_ H 36.8' W/OUTLET .8�. LONGEST'RU 23.0' 96.3 12.8 of TEE BAFFLE BOTTOM v LLJ Q L _ In V 95 -10 0 10 20 30 40 -50' 60 70 ..- 94.5 15.0 O_ 1- 80 90 100 110 BOTTOM p 0 V 0_ W o D_ SECTION THRU SEPTIC-. SYSTEM cv 01-050 SHEET 2 OF 4 I _ °v 4'0 SCH40 PERF. PVC 4"0 SCH40 PERF. PVC 2" MIN. PEASTONE 8 2" MIN. PEASTONE ��\;c,` VARIES R 05 AP \/�\� VARIES 7/, .• - f/ / SEE SEPTIC SYSTEM SECTION �\;\6 MIN �\\6' MIN e i ! MEDIUM SAND FILL 3/4' TO 1-1/2" WASHED STONE BOTTOM OF FIELD LEVEL A e OR NATURALLY OCCURING PERMEABLE SOIL SECTION A - A SECTION THRU DIST. LATERAL NOTE: DISTANCE D s FIELD WIDTH/NUMBER OF LATERALS VENT REQUIRED WHERE LENGTH OF LATERAL EXCEEDS 50' SOW SECTION TH RU LEACH FI ELD g 1 NTS r 1 A EXISTING CESSPOOL I EXISTING COTTAGE PUMP DRY AND FILL WITH SAND � EMOVE PORTIONS OF STRUCTURE WI 8" OF FI GRADE A ' _ I FILL, COMPAC ND S � L - — LAWN LB�j 24" GE ' T�ANO PLAN 2' LEVEL SECTION 0 OUTLET — _ OF WE 18"0 OPNG (TYPICAL) — — FROM EO 1 O © r PUMP � CHAMBER a, NOTE: 11° 9 1 /2" DISTRIBUTION BOX TO BE SET ON FIRM LEVEL GROUND. SECTION A - A OUTLET PIPE INVERTS TO BE 2" PRESSURE LINE SET AT SAME ELEVATION TO HOUSE PLUMBING WITHIN 1/16 TH INCH t PROVIDE 18" ID RISER AND G NA -� 18„0 OPNG CONCRETE COVER 6" OF FIN. GRADE TO WITHIN 1pp ROm EDGE F- OF WETLAND o w AO I Z N J F— W � 0 3 9 1 2 o ` a SECTION B- B 1500 GALLON� '' SEPTIC TANK 6 OUTLET DIST. BOX. 1/2„ = 1 t - Otp .4' �\ DIST. BOX 80.3' (p. PROPERT 3" MIN. OUTLET LINE LEACHING F 23' X 35' 4 VARIES SAN. TEE SEE S.T DETAIL 10* s 4" SCH40 PVC 45' EL LIMIT OF UNSUITABLE CONCRETE TANK SOIL REMOVAL GAS BAFFLE DETAIL O NTS l gs DAVID `�90 THULIN u, 0 NO 2 29976 NOTE: 9 C►VI SAS IS TO BE CONSRUCTED PARTIALLY o EP UNDER STONE SURFACED DRIVEWAY. AL INSTALLER SHALL RESTORE DRIVEWAY BASE (8" MIN. WELL GRADED COMPACTED GRAVEL) AND NATIVE PEASTONE TO MATCH EXISTING. SEPTIC SYSTEM DIMENSION DETAIL 1 = 20' N PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS: ' DAVID C. THULIN PE PLS I DESI 240 CHURCH STREET DESIGN: DCT BY: PST w O WEST BARNSTABLE, MASSACHUSETTS 211 MILL ROAD o L SCALE AS NOTED EAST SANDWICH, MASSACHUSETTS 02537 rl O FOR PRISCILLA JONES AUGUST 22 2005 240 CHURCH STREET, WEST BARNSTABLE, MA 02668 AUGU SHEET3 (508) 888-2345 FAX (508) 888-7259 C r I! " 0 PVC EXPLOSION PROOF INLET (TYP) NON-CORRODING JUNCTION BOX & CONDUIT AS REQ. FLOAT SWITCH SUPPORT VENT TO ROOF \ EFFLUENT PUMP A r J 2"0 SCH40 PVC PRESSURE PIPE DISCH. PRECAST CONCRETE MANHOLE BALL VALVE H-20 W/WATERPROOF COATING UNION PRECAST CONCRETE RISER PLAN t CAST IRON COVER AT FINISH GRADE 6" MIN EARTH COVER MECHANICAL FLOAT SWITCHES WATER TIGHT SEAL _ i HIGH WATER LEVEL ALARM 2" BALL VALVE 2"� SCH40 PVC PIPE 3" PVC VENT \`INLET I OUTLET TO HOUSE PLUMBING VENT TO ROOF 5 -4 j :r 2.3' MIN. ' 220 GAL. I DRAWDOWN = 5" I 1/4" WEEP HOLE FOR DRAINBACK I r ACTIVATES AT PUMP FAILURE, 6" I 7�� I CHECK VALVE I SET TO PROVIDE 5" DRAWDOWN - 5 --I NON-CLOG SEWAGE PUMP 4' 0 MIN. TO PASS 2" SOLIDS, 30 GPM AT 15FT TDH SECTION A- A NOTE: INLET ELEVATION MAY VARY RELATIVE TO BOTTOM OF CHAMBER AS REQUIRED BY SITE CONDITIONS. MAINTAIN MINIMUM RESERVE CAPACITY, DRAW DOWN, PUMP SHUT OFF DEPTH AND MINIMUM SOIL COVER AS NOTED ABOVE. OUTLET INVERT ELEVATION SHALL BE THREE FEET MINIMUM BELOW FINISH GRADE. INSTALL OUTLET PIPING TO PROVIDE PITCH BACK FROM GRAVITY DISCHARGE CONNECTION TO PUMP CHAMBER TO ALLOW COMPLETE DRAIN BACK OF DISCHARGE PIPING TO PUMP CHAMBER. WATER TIGHT PUMP CHAMBER. '1 . TO BE INSTALLED AT COTTAGE N TS PUMP INSTALLATION 1. ' PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. 2. CONTROLS: PUMP CONTROLS SHALL BE PROVIDED IN A MOISTURE PROOF PANEL BOX MEETING ALL STATE AND LOCAL CODE STANDARDS FOR EXTERIOR USE. THE PANEL BOX SHALL BE MOUNTED ON THE BUILDING SERVED BY THE SEPTIC SYSTEM IN CLOSE PROXIMITY TO THE PUMP CHAMBER. THREE FLOAT SWITCHES SHALL BE PROVIDED TO CONTROL THE PUMP OPERATING IN THE FOLLOWING SEQUENCE: a. PUMP OFF (7 INCHES ABOVE BOTTOM OF CHAMBER) b. PUMP ON (12 INCHES ABOVE BOTTOM OF CHAMBER) c. REDUNDANT ALARM ON AT PUMP FAILURE d. ALARM ON AT HIGH WATER LEVEL 3. ALARM: AN ALARM SHALL BE INCORPORATED IN THE PUMP CONTROL PANEL. THE ALARM SHALL BE POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. AN AUDIBLE ALARM SHALL SOUND AND A WARNING LIGHT SHALL TURN ON IF THE PUMP FAILS TO OPERATE AT THE HIGH PUMP LEVEL. A BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM. THE LIGHT SHALL REMAIN ON UNTIL THE PUMP IS AGAIN INSTALLED AND,,OPERABLE. THE AUDIBLE ALARM SHALL BE REACTIVATED AT THE HIGH WATER LEVEL WHICH SHALL BE SET THREE INCHES ABOVE THE PUMP CHAMBER INLET INVERT. NOTE THAT THE SEPTIC SYSTEM COMPONENTS ARE TO BE PLACED PARTIALLY INTO THE WATER TABLE. THE PUMP CHAMBER SHALL BE FURNISHED WITH A WATERPROOF COATING AND SHALL BE PLACED ON A STABLE BASE OF CRUSHED STONE IN AN EXCAVATION SUFFICIENTLY DEWATERED TO PLACE COMPONENTS AT THE ELEVATIONS SHOWN. THE INSTALLER SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PROVIDE A PROPERLY DEWATERED EXCAVATION IN WHICH TO PLACE THE COMPONENTS. N PROPOSED SEPTIC SYSTEM UPGRADE DRAFTER: DCT PST REVISIONS: m 240 CHURCH STREET CHKD BY: PST DAVID C. THULIN, PE, PLS � I DESIGN: DCT 211 MILL ROAD O WEST BARNSTABLE, MASSACHUSETit) SCALE AS NOTED o p FOR PRISCILLA JONES EAST SANDWICH, MASSACHUSETTS 02537 240 CHURCH STREET, WEST BARNSTABLE, MA 02666 AUGUST 2005 E WP03 SHET4 (508) 888-2345 . FAX (508) 888-7259 �' I/1MV/ d Wes' loo— EDGE Iy \ `WETLANDSli JONES 60TTAGE � a RENOVATION AND ADDITION VEGETATION. /" WEST BARNSTABLE , MASSACHUSETTS /oZEYL LIST OF DRAWINGS STUDIO -- R TITLE SHEET/PARTIAL SITE PLAN 715 DETAILS �/ f 716 INTERIOR ELEVATIONS: �'�=5p PRO I a4 700 SITE,EXISTING/PROPOSED MUDROOM/ANTEROOM ,C tiV ED�oF IN — i '�— aETA1NING WALLS CONDITIONS 717 INTERIOR ELEVATIONS: ORK CIM�7. A —� . 701 BASEMENT PLAN KITCHEN/PORCH NORTH 702 FIRST FLOOR PLAN 718 INTERIOR ELEVATIONS: too �'� �- - �' `� ORYWEW 703 NORTH ELEVATION KITCHEN/PORCH SOUTH LL► MP`0 PAT PEaFoanTt D PIPES 0 4o 704 SOUTH ELEVATION/MATERIAL 719 INTERIOR ELEVATIONS: ? L PU ' CHAMBEa / NOTES KITCHEN/ANTEROOM EAST '� Y T PaOPOSED S?EPS: 705 EAST ELEVATION 720 INTERIOR ELEVATIONS: I Q � O 706 WEST ELEVATION ANTEROOM/KITCHEN WEST •� 707 BUILDING SECTIONS W C? - RETAINING WAU ' I os I0 721 INTERIOR ELEVATIONS: PORCH a 9 aETA N.I.C. ., 708 BUILDING SECTION sHEa Etc� 722 . INTERIOR ELEVATIONS: O o � G CK ' a N-1.r \ C5, O II ADD ON DE / 709 STRUCTURAL NOTES/DETAILS BATHROOM NORTH WEST/MISC. 710 FLOOR FRAMING PLAN/ DETAILS o STRUCTURAL NOTES 723 INTERIOR ELEVATIONS: 1 DEC 711 CEILING/ROOF FRAMING PLAN BATHROOM EAST. SOUTH 1 712 DETAILS 724 INTERIOR DETAILS goal t ! 1 /" PIA►rTEFt,_ �- 713 DETAILS 725 REFLECTED CEILING PLAN 1` / 714 DETAILS 726 ELECTRICAL PLAN: BASEMENT 1 ORK L'M I r H NEW ' �00'` / 1 STOVE VEN G T ,: 727 ELECTRICAL PLAN: FIRST FLOOR l V` . � . � �, _ROM i _ �_ DWELLING T� FaEn_AND EDGE OF to ® 1 1 , i Owner : 5 6)n Priscilla Jones I 240 Church Street West Barnstable,.MA 02668 -... G SEPTIC TANK_ lot Architect : PARTIAL SITE PLAN 1/16": V-0' Krueger Associates Inc. — Architects Planners Landscape Architects '' LEGEND' --- — --- - -- - - ' '" 147 Sherman Street- REFERENCE:` !- Cambridge, MA 02140 (617) 491-8200 —° DRALN. LLN-E_.. —e— LLECTRIC-LINE_ Site Plan Proposed Addition drawn by w WELL WATER. EXISTI.NG STRUCTURE - David C. Thulin PE, dated May 15, 2006 S Ep -- _ ...GAS.LINE._. Q NEW ADDITION 14 o _............ -- - N 63'06'30" 83'3715" 69.2' 170.0' _ N 62'50.05" 'N 184.9' LA CD ar�A N.4 0ow�Rr PER %! ARAfiGet/Jrow 05-old f�•''1 .� / wPa.E d 1A7J � o 61'32'47" E " LU LOT 2 Z 196,787tsf 4.52tac I ' e� e b. r , 5557 / UPLAND 1A4,792tsf ! 3.32fac }y �y% 70 ' Z N S Q WE A1J0 51,995tsf' 1.19tac e` /' ? ,b La "C Y CID 3. p. �+ / NC n 7 F / / N i.i. / ,\ N .--�fi v� yt.�v ea ]i _ 4 p . LOCUS _ / p/ l / »p m r i L 0 T! �Q>n,�E °�e / // /. 0,0 n I� 9% 94.333±yf 2.17tac /' ,n UPLAND 87,263tsf 2.00=ac � ✓,"WETLAND .7,070±sf 0/16tac j `—�� _ �i ~-` P' ROpOg-N(CRAB 1REE / i� / i TIEO FROM PROJECT y,/ l < o' // �SkT FENCE / i/J rEf7UN0 BGIUNDARYAD? - •` - / t,OG1:ST TO E REMOVED; r� v, "' oEnxauVA)70V 01 S' ,o,, DRYWELL FOR ��'" wPPY/GB/V7YDw o3-o1d ,S) c•i P J/ ROOF AND AREA , •� / .-Y „t N A.t ' r• DRAINAGE -�? �1 f% O t 10 '^ 0 70.Tom•- `C- i-•" tea, - ,�-t Trediit �,• pG/ i = d USGS - SANDWICH QUAD J % Sc4G/ V/ rn �> C• 20ao o ro0o z°ao .000 w WORK `� s.'P AT10 *La.e = i O- 1 ° JLa.n a ii a i c ,•.zaoo FEET 1 r C jreelme i WwA ,,, o r .0';';rs:' I ADDITION i5�1... w ' -•O SURVEY ' < - :b• �. ��.�` S 60'45'00' E c SITE AND SUR!E. DATA i —•, ' Q - P CH, as'tocusr , +� ' j 'L• ASSESSORS MAP 153 PARCEL 007 - - �• Q' IM, - 2` � - „� DEED BOOK 830 PAGE 84 } 2 Pump pi! � 4 �Ma1t8'8 °� o lye/�i•'> ffO ! uJ PLAN REFERANCE: UNRECORDED PLAN , / OEGK Q Cp DECEMBER 23, 1981 - EDwARO E. KELLY r X. ;M/ 7 7 !J!J ter- <, 9 0 1 1Y:0 tOW CUMMAOUID, MASS. 1'= 40• _1 K UVAI ri \ __� j 66.T .ti` S 60'45'00" E -- NO / PLAN REFERENCE: , Existing House ro;l �_t►r I a iQZ G PLAN BOOK 588 PAGE 47 �_ " C+ Ff>11L95 LOCUS IS LOT 2 REPLACE / O Co! �Q4 '° � // fr / 110 - - EXISTING SHED PROPOSED _\ �s¢� / U ge ""•y, •� LOT AREA: 196.787tsf 4.52tac STONE WALK <<, �� \ r 3 L UPLAND 144,792tsf 3.32tae 1 / tow- v WETLAND 51,995tsf iJ9tac ` ` �'-' N W m LL�DE / \ Z n � N LEGEND EXISTING CONTOUR \'�1 N O ' oo / / PROPOSED CONTOUR !/O ' -; N ..• PROP. TREE/SrIRUB LINE - ti N X Sao EXISTING SPOT ELEVATION \ [50.0] PROPOSED SPOT ELEVATION �f -i ' / o m0 n c" x jreelm —C EXISTING CAS MAIN M —w— WATER SERVICE UTILITY POLE �^� 1 • Q _ _ J __ � ® WELL ` 7 I n Ja ._" •- \ �1 �/`_"�.,,_;"1'. \ Drive ^"r` /: 1xD 501 `�s r• '_ .'�-z'N/•17' W �N S `� o m eo izo xa \ \ f'-t ~ _ •� ~� t J J �.. EJ 4. 7X:7• 1.6 _ - .� HER \ `>�'�'�� ,� � ,•-. v o �47' W t ( IN FEET ) 7 � W N N 63'17 t inch 60 ft. t ! �%`�•=�i/ ! za.,i..a "� a ,o zo a so W m I, - a ( IN FEET ) - . t inch = 20 ft. Q O SITE PLAN - EXISTING CONDITIONS ORAFTER:SET CT RENSIONS: I SITE PLAN - PROPOSED AOOITION DRAFTER:SET CT REMSIONS: W CNKO BY: OCT OAVID C. THULIN, PE, PLS aKo 9Y: OCT DAVID C. THULIN, PE, PLS = �- 240 CHURCH STREET OESIGN: OCT � 1 240 CHURCH STREET DESIGN: OCT 87 W O WEST BARNSTABIE. MASSACHUSETTS r N 211 MILL ROAD i„ �, NN 211 MILL ROAD L" C1 SCALE AS NOTED O WEST BARNSTABLE, MASSACHUSETTS SCALE AS NOTED o N FOR PRISCILLA JONES EAST SANDWICH, MASSACHUSETTS 02537 i U, EAST SANDWICH, MASSACHUSETTS 02537 IT O MAY t8 2008 O IF PRISCIIIA JONES MAY 18 2006 508 888-2345 FAX _ N Zq CMURCN STREET,HEST 8ARMSTAaIL NA 02668 NP02 SHEET (508) 888-2345 FAX (508) 888-7259 N 240 MIECI STREET.YRST BAFWSTABLr-4A a2aee WWP02 SHEET ( ) (508) 888-7259 D. _ II-2f/�I' �I �I � j1 �1_I It g'I 31.5'► 1 � I , MATERIALS LEGEND �j"to1.1 RE'wIN�, I 2 I P I.�XI 13 L.�� f F. rt Fe(�4 TE a p I p�;TYt°• WALL : 1-4,1,C B MDF BEADBOARD WAINSCOT,WITH GWB ABOVE Tyr ��� h .�� �cw V ¢ ' ur g a F c 71q' G GYPSUM WALL BOARD N. rrov-( =dos 5iB ��� . — — — —�1�� — — — —� I I W O - � w `J SG BEAMS AND GWB SB BEAMS AND FIR BEADBOARD i — —ve I44 -..........0CIA V I x 6 V-GROOVE T&G BOARDS,PAINTED -w I I I _D._�AI N �; ,v R�`' I I �►J D EN v C CEDAR TRIM s.mr _ -.STEP I _I u pu� O FNc rl/LL I -I _ o AD W WOOD FLOOR 1 D N WD WOOD DECK - C CERAMIC TILE 707 U UNFINISHED = I I l UNFINISHED-BASEMENT , ( 1 6 ELEV: 103.28' -Z�� SoNOTU�E� l os2 s r z (SIMIor PAf1D) S-rFr p-VAA Ua r. T.. a5? STONE _ a—� i pal. 9POUT g-rovIB -rYPICAI. �. R�TA14 do k/A LG, LLB f I I 4 7,colD WATER �1NF5 1 I RC'Pl�iNING l I T.o_ooNG IIa,91881 I I W*LI.: NA4, Z ?E: c W I Aa � Arc �► c I I F— 4" aoNcISE?E �L,a.p�: _� 4 Sa S Na-To W X'7 g t:L�c-r�tlG I Q Oil sZw 5v13 �AN r iAr R T--- - - - - — - - - - -- &b& Ps�oLG �T 2 - ZII MubslA6 av!✓ F_ P'o V^ ro I 71Z caT �T� 13/►� � I E --1� ' - --- I __ I .GRAW L.SPAC.E:. _..-- I I W a ALIGN FL.WITH EXISTING m �•� _S_�E.NoTE.1 r - — I� x 12 GONG. PI�R� I z aye 7©S c SST 4 - c1: LLI� M c Z u � d �XLS-fING GRAwL EXISTING G rLoo NCH/ cspAG � OI° ,NINo N EVI �wL S� t; nG^5'r IZoN I h-E NMA«J GLoO� TO hu�ha 5-Tav� svppoF-T Goo�elNA'rE I� F15Ln �, a P _ Q Rr N G ScH E M A-r I c p-au-rE o f - v < HaT AN b 6, 17 W/.Te�2 N C n EXISTING BASEMENT; L.IN 1;5 s aaNN oe.-r -tv �N c P015 1'ING P f�l t.40 V.I.F. EXISTING a _ P[G FL OOR ELEVATION � m Good bINRTFi iN FI GLv EXISTING WALLS W NEW CONSTRUCTION e ri m ■ za - O in Ol Wm O W Z 13 as �/.l. �• II•Z'' it 2i q 1;vs 2'-C>° aI�ZY�i-�u �j y i,?� 5,� I,-Z. i���it 7�%Zu Fib 10 a --- r R.0., Ro �' �.ca .-7 ,n q �� Q✓ o. ,oe a o, 71 r Z CV Q . 13A_ _ u+ _ w 7 6 sr+e tF q EXIST R -) 30„ - I ` N a� v N a ( kse) 19�i"' 14I6,14 µoGES�K -I oo u N Z E ' IP4. M 5%L r_ 2:p" �+Y I ,1 „ „ -M TE°�`,F"� _a W a 4-G 4 4 -o �l 2 - S 4 to . - -`^ t -aIDOZ AOovB-y p o Lbm16ga- KITCHEN S�Z� t r +oov ABav 6 cPEN s�p�avE Aedie. vP -M 8 5 9 ►A SCREEN PORCH -� -a a I v _a H vs, CL n J I 3 J I - — I7 FGK GVA IZ17 — . M 0 0. =M:Et7. GAS. E--GUA D L ILA I L DfCK _N V` s EF _ SG ID CIOJ I` ELEV. 111:53' -A i U [2 \5 Tw �iGN� BATH - DECK yJ C - LL .2 G ELEV. 141: Z - Zp.� -D V1 to LOAM Sex LA` N LL +► EX. Ex. _ I'_7�� I c,5o.-syoPeNG I I F_Lu H-A V. 14 FES44a LL7 J -0 O 5Y ANT.EROOM - N�I I MUDROOM w - =Q d - F.F. ELEV 111.95' O I I ..NE:vJ oP lt4 E)k-6T, P 5 0 LxJ Q d WALL 0 - N't �z - M 14 x 6 �r .. ',j, I'LA J Q -w t V O ��ML11`I Pd1,E. d v _ 0 H uj ►� TM Hold �X15TINC,.wINDaW. ,F "N Z T-q I?MAIN'- T3+REs#o 47 0 . Lo P'I " S-f v 6:R I(7G E" I�bIcG L' WISIM46 . N ATu L f F.61 PAN G C^-6 ' cAs-r i jF�aw S'tov E 7'' w tr M I p"o�b INSTALL peg I rANrV , 4 o II" - MANupAc-Tu N E R5' m 0 ��?uI��M �N'T� �XisTiN� s-rEr tI�IG STONE N S G < J C - � EXISTING COTTAGE F.F. ELEV. 111.95' EXISTING WALLS ,rho m U O NEW CONSTRUCTION pp W N =Ex, cLo. W m NoZ E5 p . Z -PNSuI.�+ZFjATH IN?EwAl.l.S_ � Wu A.NI7-- G61I,IN&eo ' - m W as 0 Z CM W o Uov eLAGK vPNT PI PE �IrxE 45NTI NEW SIAINLE 5 STEED TY taxl 5ToVE vaNI p I �— FIEEfLOLASr+ S H I IJ G L S —> -ryfo, MATCH F.LA S 4 .1 N Cif 'T f BXlSTING rv. Z42+ 11 �mI;XIST ING GOTT•AGI'L- LIP C `Ir6114 0 z pP�anfv, n T.O.P. - EL. 119 70'T gG�sp l tid SG.R 06 A N L IG►-IT Q ,r* Ex►ST. F I X1 u - wIN. FM Ex IsT C. J GO'i"TAGE (4)GGM 2S 56 ce m va o <2) Gc-M 28340 p,, t4 IV L U + ') r& FIX617 NVaTGN F�I�rl6. - - - fZ b 6•G(G EX IS-j�G FIx1� E GGM c LA r DA 19 5 1` C-o^(i�7 FIRST sc jl F.D IJ 712 714- ` 2oG4 OS r. o01�G, p� AGING FLOOR `_'—'__ P( T GRv E -- - F-F. Et 111.9 ' I I TOP QF-DECK, SAWOf - f�, _ I ELEV_;111.53' • 5-roNe- j - - bo ry N S ravT I I ; I �F.TA1NI N6 SToN E �-I:-r� AA I,w, N. O~ w i I V c I I G.s M wN -T r^ G tNG 'rlr • N m + Fio'S I e7 BASEMENT.... W !" ELEV.103 28" _ o d -r^.IN ING LL/ to^-TI GGM 20 SU E u I n p %a&S cGM 2 OSlj ( PATIO GRAD 2 W I 2�n/ t` ELEV[102. 0. -Ai r3 L P, (' G C r o .► T E a_ b i• I N r I r E '1 Y r• 0 I N i w r � 0 I N F. 0 0 W CO 0a NORTH ELEVATION �411s II_ Q11 W 0 r o aa. 0 z _N Ew r'AIN-T I t7 a (k b5tu ; r\ICvJ G-T'Pve� Nil!" Grp 6 L I: 6 0 ti'oN b \v�iN'f bhi`�dN7 fL�4HING .S W ,u l f i is e! a L^SS CX15 ? ING GO •T 'TACO 6 IZ l:LuoP SHINGLES -3- T.O.P ELEV. 119:70' '^ V, Ow . - _ H-H W pTlb, J LLU c LA �13 J wQ (2) 5XlG7,:; • axis TG. / ExISTG • = w,E4 --- -:.__ FIRST FLOOR ' --- - - F.F. ELEV. 111.95, d1 Q PARTIAL SOUTH ELEVATION l I I I TOP OF DEGK. Z ELEV 1.11.53' - 1 1 W X 1 S T I N G G O T ,T A G .E A V V I 'f I O N - - - VI-- U c ,^ L vI BUILDING MATERIAL NOTES: (Refer to UJ m DOOR/WINDOW NOTES: Outline Specification) OZ m 1. Windows (Marvin) 4. Single Exterior Door(Simpson) 1. Roof: 2. Exterior Walls: • Insulated glass with Low-E, Argon Insulated glass, tempered 0 Fiberglass roof shingles 0 Cedar clapboards, match existing • Green aluminum exterior, primed interior Fir Ice &water shield exposure • Black hardware, screens Green exterior, primed interior . White aluminum flashing 0 Typar o • No muntin pattern . 5/8" CDX plywood sheathing • %" CDX sheathing N 2. Clad Inswing French Doors at • Coravent . 2x6 Studs @ 16" O.C. a �, Basement (Marvin) 5. Interior Doors (Brosco) R-30 batt insulation • R-21 batt insulation C v • Insulated glass with Low-E, Argon, • 2x10 Rafters @ 24" O.C. (Refer to • Poly vapor barrier n tempered Two panel, primed a • Green aluminum exterior, primed interior Match existing hardware Structural Specifications) Finish: Refer to Schedule m i0 • Black hardware, screens • Poly vapor barrier on strapping a .: Finish: Refer to Schedule 3. Floor: • No muntin pattern • o • Floor Finish: Refer to Schedule U W ro 3. Clad Sliding French Doors (Marvin) 0 3/4"Advantech OSB sheathing M m N m• Insulated glass with Low-E, Argon, glued and screwed. 2x10 floor 4. z• joists @ 16" O.C.tempered (Refer to Structural m. . a F _ Green aluminum exterior, primed interior Specification) W Black hardware, screens W • No muntin pattern R-30 batt insulation o • Poly vapor barrier ? a .. Finish: Refer to Schedule O z W L1'� w o.. ti ExISl Ncr 12I DGE / ENT Q � \\ v 91v r I I I°`S; — ,�--- F I R E G LASS IL o o F rA`WTl,�c K ' 5 �. SHINGLES -1 715 L AS►-1 t 1JG _ O f.NG w E} ITE ALuM• GuZZ� ��� � � pT�l7• 1 �i EX IS rG. TOP OF PLATE - -rig i Lf;T — ELEV. 119_70' W =�X�Is►u�r� � � f J N D I I f p•..6.1 N.S7r^.L L.E 17. w __per ( iexi:5-ro4r, 2 -W x 3e H LG-J. I U�E/ Rp&Yo v (� 7 I I bbU 5 L HUNG W IW i7ovJ _ ��// _ - M i� 660G GGM 71Z _ 7I V ( I-.----J �" Q Q 02 43.2 I Sc E E 14 ra IC a H _ , w r` EX TG IS - - EXISTS: 2 - - PT v L- ? T W • 712 G 17/� M G i' I TI cj �Lok I4 v5, FIRST FLOOR FIN.,FL ,ELEV111.95' - _ _.. _ TOP OF DECK WATN Q _. _._.. I ELEV-...111.53. _......_ _ ._.. I F0 GEMCN'C rA PA'C 1,0 N to N, I,G• _ a _ S?aNV ?,tIN►NG WiAl.l 6AY0417: (3) GA W N 242 0 a0 U c N• I•G• - � L � tl0 W m Z H W r o'v N P-/� .1 I e N ��?. . I L I �I - BASEMENT ELEV. 103.28_ I Y — PATIOGRADE p �LEV,102.60' I N I I ` I EAST �LEVATION �R-��, E �� 3 ��o� 4 Z � W � ^ a d Z w cn LLI O � ir�a a uCNT a "70�o T 13 LASS I= oo F SHII W C L 0.5 i I F L.h as H I N co } Q . 713 G"EN ALuM. TOP OF PLATE ELEV. 119.70' w KI ?CNIfN — J a9WAUrvl W CXISTIrJG - cs r D 5065, C o eIqeel i ALuM• xo W voWnl S aUI... __ pp CGM Zo `}a '(2) ,c-r—M 24.40 z`^' — 'cRetir - tlxG/ Trp hes" =� tw�Zcr1 EX75T�NG 71 _ C GL� u� D FIRST IZ S _FLOO R_., p � RK EL r111.95' --- - � 2 PEu T - Q t>.�E I � cAk TOP OF DECK Id D \ -� ELEV. 111.53' cc PATIO IzE'T^IN INC-- WA LL � �r,4440 ; N. I.G. Z4Z 49 to I L Zm AN 13ASEMENT - I I; ELEV. 103.28" Ak'PATIO-GRADE I D fL`e-14 E (.L P> Aye-w rp ELEV.102.60' 1 C � W � • IA ° �o a �- WEST L-€al�T (� N W m C my m = W mz 13 � IL 0 5 MAQ w _ LLJ i TOP OF PLATE NJV ELEV. 119.70' eat. Vo. i 713 CEX I5-T IN�s Go"T ?� G � C Z I 2 Q FI RSTI-ELOO R AL E ELEV..11.1.95'„ N 17 w N. I.0, "TOP OF DEC INS EG"r - c ELEV_ 111 53 :i Sir, f E E N G ICJ1W L 5('ltG 3 S G E Doo jZF> aA 3 000 bIN�� G I5 E R L c r►w ETA — 'yIM bIMENSIaNS A lG N L� / O- 'rh c E W Q r uJA VL . LOGA'tl DiJ Ifd -_ ...__ S I. Rj W t rl P,X IS I I1-4 I I WOWP N.1.611 FI a Lv hI 'f Loa 4 - _.W 5?�N C.Co T^GIB= H BASEMENT I - GOO b I N4Ar E co N D i"r1o1�1S H R ELEV:.103:28" I - .. PATIO GRADE _ ELEV�102:60'" —— w W m Z m -r� O � 4 713 m 0 v - SECTION THROUGH .PORCH/ KITCHEN. SECTION THROUGH ADDITION/ EXISTING, 0 N Z Z P P p d z 00 w w o . ti LU o -6x1y'f�NG cQ-t-T AG � v C_ e be�aN p 4 T-O.P. _ ELEV.-119.53' I gX r5-fING .,O I , � - -cZ �u G'1u� E _ V I RRST rZG K j C,'thvGKV�-� N"SW D E!. r% ELEV:-'111:95'; TE -- -,TOP OF DECK.; ,GaNG. FX ISTING ---- c,.a LEb ELEV. 111°53 r - -p t (t dhGF X_I_'S'fING 01-I.L.A � M"ADS LA IzJ AE`tON.I? - _.- &VF,F:G I�iLI, - �_ �XIST;NG_�Zu6�LESTo F. LU C7 < Pv, PA P:lo0HP^IIorl Op - Ex-prat-t U c BAS NT-EM --. R ELEV.103.28,.. --- LV m AN Z � 1 PA r TO R � ELEV.102.60' m 0 • N v 0 m m � 1 SECTION THROUGH MUDROOM/ ANTEROOM ADDITION CRAWLSPACE e N mM OI Wm m In W - - Z IL IZI'�soNoTu D �Ou SONo-ruae F'rG. A-r WITH '5IGpae'f' bE ILi T` r o �ooT►NGI, ?�'I° 0 p� O Q W W ,� rrlG� l. � Q O hofylz. D�oWE.L9- 4 � 12 O, C, x h' o" LoN,G IN ALL AT o -rY P. F t�l b. VJA L. L ST E f° I N FOD'r l -rY r, ui $ GdNG. WALL RmIN (+. W� I#4 Z old►?A L, 15 o TT o M or o©T�NN Q. o '� 'ro M�cTG N E o-L-I'D F 4►4'ciC° 12°o.G.�/ERT, DcWCLf*b — - w/NOOK IJTo rooT16 EXIS7IN WAL I T'` r h FLIaN - _ — _ — — -3G — — — — Z D — — — — — ?�+ I pl-rcH To Z. O p(iA I N I 5 rAC e. �X 12 ? O I isj.a-Cf a M O F P'rG. Q ^Li, N w 71-! �H E T M �+y P�RgE,MEN.? yL�.l3.._pou � V � �� . EL. 12x 12 GoNG• I PIE �eIN F- - ov® � - O,G 4_ GONG P. 6 � E S �� IPA.'x 1240 POOT1 NCo W/ l oI� _� �, b e I� L-r_H., I i 1 ex Is T LNG FNr. I I a y l-1 ov��L (2� Pt rs S /�T �oT?QNI, + G M I L L. Po LYv.� o P (Z I. � — XIS'CtNri o �ENiNG y DIA F rE h p.ITcH To I g GAM _ (?o pBMAiN y+ I I G FA IN %$'I�I p-T. `f r, i pOG K Pi1 ; 2!' MVD9Lf�.hj uj I Q To pt�1 N � 00 � /G MI L.� P � Pv fz � n " off I y o N A n v� E �wE cc PEA I�P� !g �' 0 a — - - I I �c V = — {I� I W M +� —T Z N r� STD WA L. I �- EX I57 LNG. I- = -' - - DASEM ..N ? � � m 0 G� �i P?• 10 5 a NoTv B� N Pass -r-t �oTTO Ni o f F-o0't 1IJG n � U Q =0 F V��15.-rIIS�s Z � 1 FOUNDATION PLAN.; M E P o m mW Z 5E � Pw& FOB I:��fovT aF. Sallo ? uP� ES �.F I`a N"?.. o .N EW/. G-CI9TIN G G a T-r it G o O _ �V +V V w r- + x h ncn <3) 2,4 io CZ� 2 rT n1 _o Z K L P,'r'a O,G, �= v1 � �-- U L 'L+V C?) 2 k to r, P� ^r� 'c �Si �oEh a. �i + r r pN �1.1 L—T- t3 N + It a N CL 7r1.t pro L �h1Z + — - - - Z �► c3� Zx i 2 DECK .Q + LL � o JL p , > LL 10v 60 O L -1 p000 K bT W Q fA+ `- �- I- r- (2) 2,c LA N IZ'x t2 r J v G r E F ca W m 7_ Z n J k{V 2 X 10 000 _ R �� A+ ,p m N • Q � - .. a ^ r2 G K m ..� G1 0° N wN otoW m C m a FLOOR FRAMING PLAN, m W a.. w T r �ti1 1�- ryt _ N 2-A P? -52 tA N Q- avg�a ��p,MING : vaLLr-'( Z oA 'fo 6E 5?�¢uc7 u� LLB( Q N � � +u cv -�OOPF �p (Z L i nIS GA•►J T i L Ed C{z�� J �zl h 'G, c o Tt AG b L c.n/, IT P . z Q0 tt VB —� �DG ,cF P�xIST�NG Ioo F Z +1➢ Q� � (� M i N G � 1 I W LL. d,1 2 x u,6 - > J - X ,I Al . iz VG E y L A N chi �+ :F i 4 He w P. 0 rn WIt- 41 Q� S p Wr 1 L I V IE b R ru rL iN5 o n 0 N Z 2 x j O FLA�'T� S v 2 x 10 p T s ii W 1C." v,c, ca ta" a C. 2 x S o o F Izh FT E F-s 1 o,G. 0 a -tom,. L I h4Ir a F New (3) 2X 8 (3) 2A6 " �XI�s'fiN too F; S�o..rnl — — m E �( I s : '? IN G a0 A � � �- c3) 2xa _ F -=�IbwE exIsTNG � �. m - ex i 5TIN G F�►v 6 a 1 CEILING/ R001= FRAMING PLAN GO N N wm W 10 as wUI-rC + u a5 f 00 I M �L�' L hoar_+ — rr pG a MA-TGH I3/Z x I Z Lv L GONT• ASSCMP L`f-56E I .� x S %? �� c 15WA � Ix2 bEZACp G ED.t po lz D CTAt 6S j 1-I A N t7 .�. L �I R 2 7Z CV Ix 5 I IX 5 ROb IZAFT� / / LU cfLVAR ?/�� � RN iIa 't co C HANDRAIL ►�� �� _� A,,�N-r_ `� NAL � SIZE t V441'rB AL•UM• bP-lp i I o N l x 5 I T.O.P. L G a D A G.4 = S 1S E K E ELEV. 119.70' I7ro-ro,i �L ADv�C I 1X 2 cEt�i I �� *A ,� li b� gR v, 6 ►Z T M I I"I I W H I'r C aLuM, + FAx,i► ? 2 2 T M r2 G U-T-T E } u (�- I (-2 zx& i s1fApIN� %MX mil' pOSZ V PI_ I Mek-TGH I 1 Ex IS-r IT'jG GAL-VA *IIZ.0 CP Sim PSoty IXCo TI I PR EvG � � . r+�. tvAAIzl. Pvs P P file R.O. HEAD S 8 8 ELEV. 118.87' Gn u L -� IX4 GGbAIZ 4x4 GPt2A fL I>OS-r T14AL WALL Q 'rrz1M ASg EE SL• IbING bo0 � I Iv-rL. 4 , SW Is VTTIZ A 55 E CA u LU - GUARDRAIL RAKE DETAIL TYPLCAL EAVE DETAIL _. sLI dItJG DOD j21 G DX L-.r Woo a A M ►3 L GA v L K I PA >< ' GRLvAN17,0 2x G WALL S-CvbS, poLY �Apo � . HAl2- t2WA�G I '2 4 GP. VACz IZ20 1IVSul.A-(IaN� �LuM. 17zt DGE I ai GLOTLI IX4 C � ha(�- \ O R FIN. FLOOR .r x 2 G a tea IZ I x 4 MAHoGAN� ELEV. 11.1.95' _ ?I21M _ GGGK ►IVG I _ _ m IZ I 4, ' 1 Got-4 I Ix 4 Ms�1-FoG�NY � 2 0 0)12 i I S %4X �I '/4LvL. b Sc,KING � 3 Ai,4t7r aLuM, Inc l0 Gg bA (z I I Z R.O. HEAD X$ IG G• + P t 2 T.o• N I I i io io 3/4 M.170 Sad SIT ��� �.S o GALS/ M'tL. I•-IEAD GAS ING GXG. P:T Po-S� CIx4�. ® mV W IN CA LV rn E'T L- -J a s-r _ C3 h G ��K - ION p I,"LL 0- w m GUARDRAIL AT DECK. PENT EAV I'L #1 DOOR—THRESHOLD AT DECK, z a , I t Ir E DETA I L , i cc Z M Q � 4 Z I 2 '- on f _ W �D as (. I vG@ v raNT I V e N'1' r-AN vA�/INIl7 Ow,elI - 1f 15?G IG \ \ �^ � G rIF> A l-A55 00 Si{ING �pg WOOD SELL- \ � P Dx r LY woeP/ I CE Z M AND kNA'rC 5HiALP ^T vroOP sl L, L 71,+ �z.00 F 1'KS l; M IS L-f; IK30 P!;Al'f IiNsu LAT Io N SEL- D1L. I -Tor or aeWe, I� f ROv�bL' INSuL-A-CION lid \ SHeET7I � EL . 10116.261 J �►NcHo \ �aFFLB o IZ , w �. r�o �� _ ._ ex-teN� r= cPx x S RR LV L. 6 6A M _ p LY w P. S H P„N�H I' • 5)<cv E Ta FN n. _ T.O.P Ak - w I' { A L LS W 1'r H G�n1Ia! NAILS 2 G ( ELEV. 119:70'; / GONG, AA LL 2 SrreET 70°f c8M eNT I I �+. GiNG : 2 ? 2 I Co�t�+vB1.IT S SN E? 712 fiO pa p R 7�r IGA L ; b IwsG I ZIGN Ex'f GrI v G" -r p la .._. .-. _ • Q' � G�D l: I x G P ! _ R_O.HEAD r a } Z $ $ 8 ELEV. 118.87' G, rA n E .J G rwDiA.� ►4 r-,-A P GB•ZItJG r O L,A �Z n D�C Fi Co N•r I N voUS a f�i4M )' r I«F INCs GAi.t.l -K:.._�5....-. -�.as.u.I:-:�-r .b .. ,. W -5, RIDGEBEAM1_VENT Q WINDOW SILL AT�BASEMENT ��!�� �ETA�11A�T KITCHENI'�2'� Ii O, _ ._.. OAK TI-I .5 H o Lv t -- I FIN. FLOOR ELEV. 111.95' MANOG�ti.IY - =- I7-EG k t I + 2 2 2 LU Q ooNc� IT E' E FL. SLA \ r z + 5��. �+aE ''r + %y Gr�X LYW P EGG-C-�' 2 7oq p !-- • I GON rINUDUS 1 I-YPAr, O N � r- P� F U L c t b ►a �- x x t7A M QO I NG -+ � P'f'D. G�OP• F. W m ro P F �N tp, WA LL z a 2 c L.► $ _ ELEV/. Ilo.gi�s '- + _ .. _ _ . [° 130�' � �' Z m 2 Z 2 I 2 2 2 I wHIITexq- I.I. tpFL1P 0 GONG. FN t7 SE L.F. DG e P'r. SH 6 rsI 701 Me y OoNG. j R.O. HEAD/ 2 �c — vd IT'I W,+!I'r E GDNG. 765612 11`40N, Tf r, wp, ,L ELEV. 110.20' um LASS)IG FND,w*I.L bEYo�D m t3E`(DND Co MILL o 12,0. HEAD I - - - PoLYv,�► I'olt II �Y GoNG. - - - iLEV. ao. 20 ' aA�RIE �/ I� F?G. Y�ItN N G c oM pi�G-1 E D 11 17oyd E L E tD I x �}- p-r II �u N , G�A N u LA I-I a V K : 5 C I. C. I.x ¢ .GLDAh (rINI D FILI. SHEET 70l 0 ! W*SAV CASING . H 5,Ab EASING P,-ASG'AAE,MT Fob i 0 Awa ►NG wI kp0%N/ I NoTEfi • • 12 b<ir�G�Ip'C14N I Av`/NIN6 wLNDAn/ +�+ s '�- I. I N,57AL L S F E N JIF- 1 ' I A455 I�M P�Lam( A Sri � M P� LY 1=IL?F IG FA U4114 0 )1,4-"4 OV6� 0 w N � WINDOW HEAD AT P��ro�►Tav rc��w►r�e cp F - PIrt,TYI'`. Pl RI5L.0re m BASEMENT/ SCREEN PORCH FOOTING/ SLAB T°°RYWELL p W HEAD AT BASEMENT 6- - 4 CONCRETE WIN O . . 2 m Q) W Q I a. - ' T b ri G FL o G "[ 0 0 oNG E L P � R Ict4 V. .V^L.I-/ a o+l'T INvo V5 gLeV, 1e5.28 � • � �.. 1 5�,4 , GL,tD WI�.IDeW s�- ! i ----- .._._.- ---- ••-- HSS 5!4� 5�4 ST�E L G o LIMN ��:-B �._.I7-'C_l.. 5 Fo..� - A .►Id F Li.s H IN �s coGoLuMN � ?O r '- 2 Sib cf w i T(� 'f H(Za uG N 13o L1� y h��� 3��� �u pLAZFi. I14S0LA-1 E, GA�+ LK 0 n>olloM., .2*N l"# sI PsoN 5STt324 AW-0Holz- P!e LZ Dst."T tohl j f•I_I 9'T o -�- S� LL :2 G P L-{w 01 --C3 GEc.-- cl�. P efz� I tA -70 INS 7111 �.. J WIN bow ASSES^ 13 EN LA e�n/a, 3Cio%, a �x�S-riNG .To EN GIN poo. �IaW �� E F Q nlw4 TG!-� r � �'/ -- A L L 4.L 7o 5, br.V-y. .10.�:_.�.i-I i s To rL 5 I.�rl bo G o uj BASEMENT COR ER 3 IN . SWING DOOR AT BASEMENT 1 HISTORIC WOOD SILL o uj Pt lap V, "T o515 N R L K n U c L 4x a Ixl > Wm e"r A L 4 ro I c rs DA fi Z � r 40 s, 3 P-T 1p o L^ G LA b w IN r7 . GLINT. yIa P- I3LY o P� 12 L ow 7Y P: a N C at ts Ea ... M ° m a � o0 FIRST FLOOR W m WINDOW MULLION DETAIL zCD 4 276 •. I�Zi1f IL- O � W m y, m Z13 _ � va wo. G LA ri�i �Yr �ooF r F IX ( � GBVA � � I X c6rPs+ 54-INGL Eto 2 0 DN T INu ou5 �c E PA z _ • 2 2 1c 2 G p r (�—'I 4 w it �k8 riF F. .0.0 ft I i s-to TyFLe./, I. IYz" P,T. I l 9.7 o' ,aLvM \ w O STo r I'S Ifr/� 2 2, \ \ at 51MuI, cea.� i GaL Lq.K_?.t_E./�?_ I lit Lunn I , oN-c ib� o P ro F , , ` i� rS S 4 r- 51M• W W ooty T I W VA- .4r4 47 b E.TAI L W 0 �� PARCH RIDGE DETAIL SCREEN PORCH SECTION DTL. SCREEN PORCH EAVE DTL. - cry r L-f A P.'P, b Lae, K I N G SE R� E LovJ 'T� r GA L 100c fl- If D FSa`f f'�f i o N T�f I'. c P,^ fz F fZ•. M �S T o ff s (; r PA I- Y. 4 S T O Ci 'T Y P . •• '1 2 Wm P T' m ; 5 H L.i r r 4 G, rt -A Co ��. MI,� �4't.- \ \ ` %Zu P.T. � m G K ❑ , it T`f f i�..•.L 2 G p�'e• /2 pTtb, i�►b-F �Y1- " � € a PIP"^F-ps 1 crMAr 5j.� x- PTIn, wNrre rLuM. G bpi FiDG� 'T`C rl G� L" aL�M. S�IZ ��N,TY —�I sm W F FkA;b f-T .45 �N56GT -- - 2 2 2 f � i0 0 5e- EieN I -AC GC E - cv a Lq 1 e to to �r71 MPS 51ANDRrP - iiz .GoL.GAwo ' . 6 ; SHELF BASE. 4 SCREEN PORCH SECTION DTL. 2 SCREEN PORCH CORNER DTL IYy�m ►.::.Du II�Zi�� Ir.dl (��Zna (l,Oi � a o . w 51 Mu L/tTE b � F�tnnS, T`fP LLJ su LF \ _ P lB� \ / \ Z Ol I Tl G pproHiNd* - ' - W W z 1 . , MU=DRQOMI ANTEROOM SQUTH' MUDRQOM EAST a 2 5IM'ULA-T ED Eb EA MS 2 Or N - V � `t \ ass Es M L,Y W rap tv 7 O K o ^ o P L S r Fi pro P.S i m _ N - %� M� r LE. f .,P S4 17A Gk i.N.�T E m m ' it y -r E ?'o. ( A . w m Ea 'I � &l H _ m _ wul W AN ER40M./ MUDROOM NORTH BACKSPLASH AT WINDOWSTOO.L , 3 _ w � _ o z r7 W r N '713 S 0 Ems • Ems - iLU o � RECE55ee LAGH't FIxTureS; I L - CON-reig. ON x ' YJ IN PO"S,43 E 1 Owj L7.G?.� l3osl� o Z, 1 2xs rtF• x' �r� I p`^ F7 �S Q .W: I �15 - W x G I W Its, adk' /i Ea.\ NLIH WQ _ `N I � � cot4.-r.- q,N is� L F I Oy b I U >A K EUSL EX IS"tING ° Q 0 ° I ccSItJK�NEW �� \ ° \ bW / ° g I Z Co ASE GA�j IN ET N / 723 = �' O loe La 2`( SruS^ N` 01 N SIM - — 4f� EhN =SGItE 0 21- 0 11 31_ , I� N j ILa o+ EXISTING% V- I. F �llhl `I �ii 4: KITCHEN/ PORCH NORTH.' _ � o N' W m ED Cr' M a � WW � a 0 w w ` uj g o � FL P E Iz T v I N T O I o(z L E*%/A-I'I Fo � T{r gG � �G N r♦ �G I.1 N c"C(✓S _, � c..4 cv5 GvN T �sIM u -A--TLLv S l Z I _ 13 6AMS _ gc "fkr- C7rLA I _w.l 3 c E► � INls p� W co, oil n, I*-t low 0 �I4 �M � sla E LF IF 1XIS I �}" ol ol - — — G I G.K S E 17 Z i t1i E Y m N 1� =—ems W Q �Gue N f TOM C7 gGFLe8NEn ` - - caa F• v4 P-r- ot I L 11, if N / �LeLc OA 'rG17 Wm / 7 Z-1 I L3 Z / O 41 / m 0 • Q � PORCH/ KITCHEN SOUTH, �4' Li .... n.o. N C m CA - Q d1 Z as 0 w T W cn CO • w � sU o N _ o a P. S I M vLA 'r b t3 EA MS w J W �i.aTM � oaM � I, ILINc ASSEMpLY O lyj P. O IJ t9 O �Z4- 1 5N rr L F , GoN ? 1NU aUS W w b f31.. N u�•1 G - -� - --- m w lrl bow i j fl J G A S E o r F- Iy 1NGcn I U { L 4� Z N O d i = =T 0 fZ17.s, 0 b6 IS, K �� ul ro pj G`f/N �p � � �� `- t • r � i ® m - ----- MA-nc, G �xaS'f 1NG r� A DQ 'S-r^01 E sN � L� Es �K oN d, �' r 0 6� KITCHEN/ ANTERQOM EAST z� � W m Ix m t0 WW Z as 0 0 Z cn s uj 0 Q 0 .1 713 U� Z - o a O .J w co,Vn/ lap, o � E I 712 uj �- Z , -, r L 4 CO ca LU m ow -o GoNT. 5N0 L F m L�Z j� L• \ \\ R.�.NG E . 5 v S^NAj 21'Co U I'��i A U 13 7 ANTEROOM/ KITCHEN WEST w m my Y E .�y W 10 = W. mZ as i d w W N LU O o N V-' SIMU �ME 17 caI.LA -TI P, Cn 0 ✓ I i i�l lu II w I I /II I {ZCGfG LE7 E XIS'TIwo w I A Lu I" IW v A N V SG 741 W Q l 714 I I I II C7 pTlb. i y 4 V c GLh (' 13 (ZbS _ _ 71S ( m TTT T r P. W 1 IEEEFFT'�' 7 � z M.t H oc'AW*.r I O � �( b EGK ll m N N �s � G? N ° m my a � . PARCH WEST PORCH EAST o W° W m z It p� W �o W � a 0 Z CAI: u. W C'V:-. N P 724 --7 p C''`M' �J• Sim u L,^-ia-e I r ►'� EAMZ/ F'�'p � N o SI-lava Lv I WCi, Z 12��X 12 ' 5Nawg N ICH fM LD�CINE N _0 M X�IZ PAO C0 12_ G LASS G,►3�rl E T Q _ a i S I-1 ELF, F�� c K 9 r �� 4 N — A�1 G�A 13, W i�d stip 5rLA5H �•. IVA • ;� p S aA 1,rI 1 REG � E d 'foI LET FArF, VIsP�Nsr� DF-/- 1 S L a P sllawe F ►-ooFt , -rr � � c.� ----- --- CD m 1� BATH NORTH 11 BATH WEST o CO,1 L m \ p r LA fLx �-cFoaa -G (Zoovt S'TOO PT'D. TK P 1 djoA(iG GA L m Ix ropLAIZ a � bA9 B POA �TIp. P�PLr ft C v P, Flop 0 A FL P S i x- ►s-r'v i Y.3 po � LA � PoPLCrJ�G�S N porl.A17 a \.� ASS Er^r3LY WN I x — ,. STooL— I xe. -evmove f'o L/* pr�O. 13 0�► IL r m v A ���OARD JAMB - STOOL_ CT�T�OPENING o w N' w 1:6 1 b cn EA M w <- G.v./, b• -� How a 713 G.vv,b WpiALZG.0-r� J. G F I. f3 E�f oN b 'ter p i �•► L. W 450 9A 1� 1�^JR- o �s -t 1 L-r u p W M -- S mow A r W a 12 BATH EAST 13 BATH SOUTH a SEE. p-rL. /7Z�. G (l.CMM NOSpNG �- G (ZODvE tee-- �a L v H E•"►S E v / � J Fi p G E S, •i-C P T N T 17. �a p I.p. IZ m -r�r i e L _ /�u e e y r: N O v E ft LA`( - �N . 1 X P-r l p. IL Voa p �,�.wLIZS . - mm F, p- 0 O'D IZ G, 0 W.m ?j =_�� Tom.IO ili,• I.. . F In o GA 5 D y �` p P N N TYP. BASE CABINET __ TYP. HEAD CASING WAINSCOT CAP` 2 a A TYPICAL COUNTER NOSING ^ a I � G �� C.'; it _ ti pT n, r L :wn. s64 a L F —� }' v. Po P LAPIT e OA = N q, 4 i•F x S GoNT, PA'N T E b It 1-4'A v ry x c;, GoNT Po p l.A PAfN"C.0 b `' 0 LA 3 HE. AD AT SHELVES 'P IN o` �N r ! " MPF -J Yu._P LY��. e ��+ e Z I, F PA' NTlib LLJ 2 4 Si M. • wEpM -o __o Z 2 dL L F �/ T N5 D o . r_- �Es. 2 r- PAu pfilN?t17 ?` All pa I, TO 3 (:;,ON T. pT'IJ, z 4 G,14 X f 1L T11�3 �� p ap LA B G^ (' �N S 8 97" rTlp c p UN GoNT. ��4X5 �'ti�. �Ea.vp�Gb •' Ga►zipN GD 'i E�Z-ro r W a H rim nor�� A1Sbwd. , ICI O f l HAAPF � 't`21M O R 16- 1 x G rZ'e. GO �I/�N .IA M I$ 5A D xsr� O �o% I75 -k ►-I IN g-E,T F Lao �Z T I L ES � ►�I.b► L L -r l 1. E A P L. I I& Ip -T O Z 1 L TH 1N hjGA fL p hiTGH hIN ►sH _ Q Loa ,I GA u L K L. L o o�/ Q su>3FLoo� W m 71 S►-Foy./� (t L i N E IZ �,, yy'. t n.1 D E R I-AY M N T - _ ,o 1 SECTION �DE�TAI�LS�AT TILESHOWER VANITY/ MEDICINE CABINET'2 � - a LU U) ti S a m _ _ CL f — FL^T swGLF -� DA-c H boo M c,�-t N e e � � J Z Gii LING : 5E.A 5+1 F. 5 'T -77 UJ d M a F-- F W H V c f.. NMM W W Z N O d m o. v , `C T m ui iz O m � � O lsW.PJ. (i.WQj. 0 W N � Q m �0 FL BATH R00M R.C.P. m FIRST OOR REFLECTED CEILI NG PLAN 2 a z �.. � W N' � Lu ti ELECTRICAL SYMBOLS LEGEND SYMBOL DESCRIPTION MOUNTING HEIGHT O SINGLE POLE SWITCH MATCH ui EXISTING 3-POLE SWITCH MATCH �- 3 EXISTING GFI OUTLET ABOVE GFI COUNTER Z ABOVE COUNTER CENTER LINE J: .4G RECEPTACLE OUTLET OF i BACKSPLASH Z DUPLEX RECEPTACLE MATCH „w J OUTLET EXISTING CC G Q © © rlP V WATERPROOF AS NOTED w RECEPTACLE OUTLET TELEPHONE LINE MATCH Q EXISTING m V t WALL LIGHT FIXTURE FIELD VERIFY w ELEG��Ic�L J. , PANEL RECESSED LIGHT CEILING w , S� FIXTURE �5 RECESSED LIGHT CEILING FIXTURE: SHOWER sG RECESSED LIGHT CEILING Lu O © P FIXTURE: SLOPED CD 2 CEILING H m SURFACE-MOUNTED CEILING R LIGHT FIXTURE V nFLUORESCENT LIGHT LENGTH AS W m - 17STRIP- DOUBLE NOTED Z m Tp SURFACE MOUNTED CEILING 0 PORCELAIN FIXTURE 0 HEAT DETECTOR SLOPED CEILING m o FLOOD LIGHT AS NOTED N EXTERIOR LIGHT AS NOTED v FIXTURE ew ° � SPECIAL USE WALL RECEPTACLE SMOKE DETECTOR CEILING m o CARBON MONOXIDE WALL, 6-0" O w m FIXTURE A.F.F. m m ZIT W 10 O m W va. Z W N _ . ►�P GF I c,Fl 14uj =M�evEiGRo-r ►:v I - ICh N G E — — IOVS RE R Go N?�� o J GPI 0Lao 0 E _ Q LL U F- . EkT W. EXT i is-Oro. DATH l I tW7 � N � =d I W m Z to ouT LPEat. fat. O 3 m O C N • Q � � © v � O O W N W f DI Q w �0 � a