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0246 LAKE ELIZABETH DRIVE - Health
a/���� ��Z.�,r3�r� ��. J i 4 �jwn w¢.�,1 t'ruAn�j n -78 IF fig (07QJA 5�3 333 �34dg TOWN OF BARNSTABLE LOCATION 1-4/1 4 A A e C 1.l Z A X efll V X SEWAGE # VILLAGE G R A / a ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. T• R!Vl R C OA ed. -+_ SCA" SEPTIC TANK CAPACITY S-0OP C UM d /AILIQ& LEACHING FACILITY: (type) iZ' SD o" /e Y We&S(size) 1,3 NO.OF BEDROOMS 3 BUILDER OR OWNER 2 ry PERMTTDATE: COMPLIANCE DATE: 1S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ?A KNAct e -ow of W L Ak e �L�Z � get� C7Riv� i 7h %c I,4 No. 'D S O�J y Fee - THE COMMONWEALTH OFJMAS�ACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplicatton for MfigpoOl *p!Aem Cuttgtruction Permit i Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (P `, ' G i2�1 �� C, Ov�ner's N dre s and el.No. Assessor's Map/Parcel 3 rm — Installer's Name,Address,and T 1. Designer's Name,Address end Tel.No. LUXIAeLl a, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or lteratio s(Answer hen a licable)ADYT6 ee. 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 provision of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss a is v d of, t . Signed Date Application Approved by .M. `� /�') Date a G Application Disapproved for a following reasons Permit No._ it o s Date Issued 1 S G � ' r� Fee �./ THE COMMONWEALTH &'M`AeS$ACHUSETTS Entered in computer: ` Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ' 2pplication for Mwpiool *pgtem Construction Permit + Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No ,'1 Q1 bf, Owner's Name, ddress and el.No. �► '1" , S( Assessor's Map/Parcel + ? 1 0 at�(p O i Installer's Name,Address,and Tel.NA �� 7�j � Designer's Name,Address and Tel.No. 06) "A.3 r O S 77 aP,%n L%,Wmbex +n , -5.C.. l Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow gallons per day. Calculated daily flow -gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or, lteratio s(Answer hen applicable) 1rY 1 L ci� �� tD Or �A �a00 1 Pl r C.. k ��a M Yl 64P , Dt4ri6u tewQ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued,>y- 's Board of Signed ,,� !Y Date Application Approved by r T_✓l'► Date ( a S^ ti Application Disapproved for the following reasons Permit No. _ o,) ;"- 2 kt Date Issued 4 - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 4.� (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Co structed ( )Repaired( '`)Upgraded( ) Abandoned( )b �• 2I 0-�3� Irn at �7 �f 61I _ has been constructed in accordance with the provi ions of tie o and e foI Disposal System Construction Permit No. -26 S~'a R dated Installer p '1"`ao t L4 1. 1 Designer h r ' The issuance of this pe t sh 1 not be construed as a guarantee that A sy f unction as design�d. Date � � Inspector\�''t � -- - a- No. Duo -.2W Fee (t1J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Disspool bpg;tem Cott.5truction permit Permission is hereby ranted to Construct )Re4air )Upgrade( )AbandonSystem locatedaCrL c'Jt .p � 1? 1 .a and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of tbs permit. Date:_ l v�(I cJS Approved by V� JUL-13-2005 12 :04 Pt9 JGENGINEE,RING 508 273 e367 P. 01 e / Town of IDarnsti.ble / Regulatory Services If g g Tbomad F. Geller,Dirbetor ao s lFOUC Health Division TkumU NOX6114p Director a04�Radp®treet,lElynnnir,Id2A OZbAI MEN: S08-162.4644 Fax; 503-790.6304 lfx�er t�au,� Ded�tur . .rXorM Date: $ 0 5" Deslpera „ �. JAetaller: Address: (._R,�� Address- rt AAA �� was issued aperulit to install a iQ (instal or) styptic eysooatl a'at, ' �� K : based on a design dmvm by (address) dated_ 0 desigrlGr! I cerR that the septic system referenced above was k aatalled substantially eocordin tv tip dWsm, which may iwlatde Minor approved cllaasas suoh as latt3xe.i relocation q�the distribution box and/ow septic trsnk. I certify chat tLO septic syyatOm refermccd above was installed with m 'or ehasages (i.a. groatar th= 10' lasteral relacstioa!t of the SAS or any vertioal relocaattiou of any eo>;sapouent of the Septic Ttem)but in accordance with State d'e Local Regulations. Plan revislun or Certiiled sa-built by deasignrr to follow, Jf2. w �6t'Ut0 ,:rvn. aiAor 4 081$CQ Bs 1g11S Xr �0 S S�traisnp C DIVINONATE l�:Heulta✓a9�ptaolD er Cetdlfo W m Form r�til t DATE xsTwae �� FEE: slily.. A REC. BY. Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Susan G.Rask,R.S. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. YAARIANCE REQUEST FORM LOCATION. Property Address: KC E U 2¢g T I��IVE CCAIL-V MA 62-(,3� Assessor's Map and Parcel Number: 'L27 'j Size of Lot: 2 227 S„F r Wetlands Within 300 Ft. Yes c3 Business Name: No Subdivision Name: i APPLICANT'S NAME: NL t �� Phone Did the owner of the property authorize you to re or her? Yes 50 present h 273 037 X No PROPERTY OWNER'S NAME r� CONTACT PERSON r Name: _L L 1EI ---- Name: SL EkkA W EE RING c'QL Address:_ Tt+- !L �{�L_._�QS�c�— � -•`1F�LUE Address: c2$S•z{- C(LRNBEtZ�Y HwY- _ • q 14, qa 5.�$I I E VAC-C fAAN . MA Phone: a�53� -- _ Phone: �� 2�73•�377 VARIANCE FROM REGULATION(List Reg) REASON FOR V R�1NCE(May attach if more space needed) tT,4CF�— ---- -- NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System VC,utrt i Nk 7Lke—c—Aliste completed by office sta erson receiving variance request application) yIIpPlease submit copies in 4 separate completed sets. )copies of the completed variance request form )copies of engineered plan submitted(e.g.septic system plans) 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) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Set tings\Temporary Internet Fi1es\OLK3\VARIREQ.DOC 19.0' 11.0'_ o BEDROOM 2 00BEDROOM 3 i 10.0' o 3.7'+ Q m i v BEDROOM 1 20.0'_ SECOND FLOOR ` 9.0'_ 1 0.0'_ i BATH M UTI&ITY KITCHEN DINING ROOM "NOTE: PLAN IS BASED ON PREVIOSLY FILED FLOOR PLAN LOCATED AT THE BARNSTABL.E BOARD,OF HEALTH. 1 DWELLING WAS REDUCED TO 3 LIVING ROOM o BEDROOMS 01/2003 AND DEED N RESTRICTION FILED, DEED BK. 16,323 PG. 181 - 20.0'_ FIRST FLOOR SCALE: 1" 10' Floor Plan of 246 Lake Elizabeth Drive, JC Engineering, Inc. Craigville, MA 02636 2854 Cranberry Highway E. Wareham, MA 02538 October 20, 2004 (508)273-0377 Prepared for Sean Lahey r�.oll r.e Sean P.Lahey 0 Theodore Fxam,d Avenue Rye,NY 10580 October 11,2004 . Board of Health Town ofaarnsmble 200 Maim' SUM Fiysanis, MA 02601 RE: Deebration of Authorization Dear Members of tho Board: Lot it be known that 4 Seem.P,Labey do hereby authorize JC Engineering,Inc,of But warehmn to represent my intereate rOgsWing the upgrade of the sewaSe disposal systemlocated at 246 Lake Elizabeth Drive in Meetings both public and private, Sincerely, ., . Sean P. Lahey+, �aP1~lpilp zr�-C4 �.�+se , eas °MNIWMMNSDNaOr Wd " : ZT veer-zT-100 IIV.011 r.a Sesu P.Lahey 45 Theodore F�emtd Avenue Rye,NY 10580 October 11,=4 Hoard of Health Town ofBemsmble 206 Main Street Hyannis,MA 02601. RE: DeclVation of Authmiza6an Dear Members of tiro Board: Let it be knot that 4 scan P,LahIOy do hcrcby authorize JC Engineexing,Inc,of East Waream h .to represent my interests regarding the upgrade of the sewap located at 246 Lake Htizabmth Drive in tauotmgs bothpublic and p disposal system Singly, Scan?. Lahey SPL�mlp �fd"d J.faS6 �d2 MSG =a8_INinNanr Wd TT : ZT I . Town of Barnstable P# Department of Regulatory Services 's g Public Health Division Date 200 Main Street,Hyannis MA 02601 0 /y Fee Pd. U Date Scheduled e U Time. �L-- Assessment for Sewage isposal �Sctal SuitabilityQ I tv J Performed By: FVrJ)e. H. ber4ol6 witnessed By: �' LOCATION &GENERAL INFORMATION �b 1.-F IBC file Z ��'�`� OWner'S.Name �yG�.i�, Location Address Address JG En. i iee.rin , �n(- Engineer's Name 9 Assessor's Mapftrce): )2 7—U3 cl, NEW CONSTRUCTI N REPAIR Telephone# 50� a 7 3-- 62 7� eSl d eYt tCn� Slopes(9b) 3"L o Surface Stones �ov,e 1. Land Use �/� ft > �Q ft Possible Wet Area 7 DO ft Drinking Water Well Distances from: Open Water Body— Rao 100 tine fk Other ft Drainage Way ft Property SKETCH:(StMet name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) v�' - n �u�Wash 1aO 0 Parent material(geotr{gic) Depth to Bedrock ++ N 0 A!£ Weeping from Plt Face Depth to Groundwater: Standing Water in Hole: Estimated Seasonal high Groundwater 865 DE' ERMINATION FOR SEASONAL HIGH WATER TABLE in. Method Used: In. Depth to soli mettles: 1't Depth Obkerved standing in obs.hole: (n, Omundwpter Adjustment Depth to Weeping from side of obs.hole: ell pdJ,factor Adf tltoundWater Level Index Well# Reading Date: Index W level PERCOLATION TEST Date ro Z°oy 'l4taaL Observation 'lima at 9" ,.� Hole# Time at 6" t Z' Depth of Pere 07 'Time(9"-6") _ Start Pre-soak Time — End Pre-soak ID• I Rate MinJInch x Site Failed: Additional Testing Needed(YIN) .y Site Suitability Assessment: Site Passed._ Original: Public Health Division Observation Hole Data To Be Completed on Back.------�--- � � You must first notify the -,***If percolation test is to be conducted within 100 of Wetland, o,You beginning- Barnstable Conservation Division at least one(1)week prior Q:XSEpTIMERCFQRM.DOC i DEEP OBSERVATION HOLE LOG 'Hole# j 1 Depth from . Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stru lure,Stones,Boulders. Cons ste % ravel 4Jy25A, '_ q6 SoAd LI F-M a: ( 5 Dose /S gave y0 Iaa . Gd, r_M SW a'ry 3 -dose DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struc ure,Stones,Boulders. Consiktcncv.%Gravel i i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons! to c %Gravel L DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struct> ,Stones,Boulders. Consiliengy, Qmyel) I Flood Insurance Rate May: ' Above 500 year flood boundary No_ Yes Within 500 year boundary No K Yes,_ Within 100 year flood boundary No Yes Denth.of Naturally Occurring Pervious Material Does at least four,feet of naturally occurring pervious material exist in all areas observed!throughout the area proposed for the soil absorption system? YES ' . If not,what is the depth of naturally occurring pervious material? Certification .I certify that on a 9 6 3 (date)I have passed the soil evaluator examination appkoved by the Department of Environmental Protection and that the above analysis was performed by Ole consistent with the tequired training,expertise and experience described in 310 CMR 15.017. Signature IL Date Q.\S EPTIMERCFORM.DOC ,A Please return to: Bic 16323 Pa 181 'W10713 ,Joel P. Greene 01-30-2003 a 03 0 33c► Lane, Greene,. Murtha & Edwards, LLP 446 Main St., Ste. 1500 Worcester, MA 01608 DEED RESTRICTION WHEREAS, George E. Garcia, Jr. of 92 Church Street, Northboro, Massachusetts, is the owner of land with the building thereon located at and known as 246 Lake Elizabeth Drive, Centerville (Barnstable), Massachusetts (hereinafter referred to as the "Premises"), and being shown on a plan recorded in Barnstable County Registry of Deeds Plan Book 24, Page 1; WHEREAS, George E. Garcia, Jr. as the owner of said Premises has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home on said Premises as a pre-condition to obtaining a variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface 4 Disposal of Sanitary Sewage, and to occupying the Premises; and WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the U variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Premises be put on arecord with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, George E. Garcia, Jr. does hereby place the following restriction an his above-referenced land in accordance with his agreement with the Cd Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all w successors in title: v x 1. The Premises may have occupied thereon a house containing no more than three a (3)bedrooms. N y 2. George E. Garcia, Jr. agrees that this shall be a permanent deed restriction affecting the Premises on the plan recorded in Plan Book 24, Page 1, unless and until the a Premises are connected to a municipal sewage system or other sewage system approved by the w Barnstable Board of Health (which approval will only be evidenced by a release of this deed restriction by said Board of Health). u w For title of George E. Garcia, Jr., see deed dated January 7, 1955, recorded in 4 Barnstable County Registry of Deeds Book 896, Page 339, and Notice of Probate dated April 5, 1993, recorded in said Deeds Book 8596, Page 95. EXECUTED as a sealed instrument January 24 , 2003. bGtlt.r.GA, George E. arcia, Jr. JPG/nb:1/15/03:RE6690.DR 1 Bk 16323 P01 B2 010713 COMMONWEALTH OF MASSACHUSETTS Worcester, ss. January Z�, 2003 Then personally appeared the above-named George E. Garcia, Jr. and acknowledged the foregoing instrument to be his free act and deed, before me commiss�ggiePENE, Notaryry Notary My CamMission Expires 12/5/08 JPG/nb:1/15/03:RE6690.DR 2 BARNSTABLE REGISTRY OF QEEN JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377--Fax 508-273-0367 October 20, 2004 Thomas A. McKean Town of Barnstable Board of Health Agent 200 Main Street Hyannis, MA 02601 RE: 246 Lake Elizabeth Drive, Craigville, MA Dear Mr. McKean: Please find enclosed the revised sewerage disposal design drawing entitled "Proposed Septic System Upgrade Located at 246 Lake Elizabeth Drive" dated October 20, for your review and approval: Due to site constraints and in accordance to 310 CMR 15.401 — B.404, the following local upgrade approvals are requested: (1) A 10.0' variance (10.0' to 0.0') for the setback from the septic tank to the property line. (2) A 10.0' variance (10.0' to 3.1') for the setback from the septic tank to the foundation of#246 Elizabeth Drive. (3) A 10.0' variance (10.0' to 5.1') for the.setback from the septic tank to the foundation of#248 Elizabeth Drive._ Also, we are requesting the following variances from the Town of Barnstable Board of Health Regulations; Part VIII,Section 1.00. (1) A 60.9' variance (100.0' — 39.1') for the setback from the septic tank to the wetland. Under maximum feasible compliance, we believe by allowing this waiver, the proposed system will conform to the current septic system standards while the utmost degree of environmental protection will be upheld. We appreciate your time and consideration on this matter. Please contact me if you have any questions or concerns. Thank you for your assistance on this project. Sin erely, John L. Churchi Jr.,P.E., C.S.E. President TOWN OF BARNSTABLE -LOCATION A A C . 1,17,A el"# SEWAGE # ' VILLAGE GRA /& V10 1,4f . ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. .T• /�!1!1 C:Oslit���, + dos/ SEPTIC TANK CAPACITY / b0 - S—®O •� p C OM /AI rl.6Ai LEACHING.FACILITY: (type) t&)e&S(size) NO.OF BEDROOMS 3- BUILDER OR OWNER 2 PERMITDATE: f COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by j C v p�o v s� _ • l b 4 4) • s ' as i Sear�ch'fdr Ma�/P c`�I 227039 �' �� � ��� "Town of Barnstable For Par�e1�N,�[ er 227039 � ` Ken Property 1(%N � is , �Busmess°Name ( one of Gontgoppum, ''j!WO Area Number � `� � ���'� Gontamrnantel Yl;Nj� ' Phoneme Pf wel Sto g T n"Permit ka�� ��Card�OnFtle �; Dis osal Works �y� P E � � . �� Pere est V1ettFermrt rlelPerritNo v 2005284 Issuance;®a 06/21/2005 �\ Gmpletion Ante: A Al, 06/28/2005 Size of5eptrc Type/Brae of SPA`S (2)500G chambers Comments w 1500st\500 pc 3 bed variances granted MACOMBER " mappar:"227039O rr GARCIA GEORGE E JR proploc 246 LAKE ELIZABETH DRIVE Air— nnovative/Alternabve'Technology SepbcSystems 5.mgle or �`- A -t £ uis a, 3/A TyeIlA ServiceType CI d r� y Town of Barnstable 9 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kauffman,MSPH Wayne Miller,M.D. December 6, 2004 Mr. John L. Churchill, Jr., P.E. JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE: 246 Lake Elizabeth Drive, Centerville A= 227-039 Dear Mr. Churchill, You are granted conditional variances on behalf of your client, Sean Lahey, to construct a replacement sewage disposal system at 246 Lake Elizabeth Drive, Centerville, Massachusetts. The variances granted are as follows: PART VIII, SECTION 1.00: The septic tank will be located 60.9 feet away from a wetland, in lieu of the one-hundred feet minimum separation distance required. 310 CMR 15.211: To install a septic tank at the property line, in lieu of the ten feet minimum setback required. 310 CMR 15.211: To install a septic tank 3.1 feet away from the cellar wall foundation, in lieu of the ten feet minimum setback required. 310 CMR 15.211: To install a septic tank 5.1 feet away from the neighbor's cellar wall foundation (located at 248 Lake Elizabeth Drive), in lieu of the ten feet minimum setback required. These variances are granted with the following conditions: (1) No more than three (3) 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. Q:WP/Churchill ahey (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall obtain a permanent easement from the ownef(s) of 251 Lake Elizabeth Drive, in order to place the soil absorption system onto the area depicted on the submitted plan. The easement shall be recorded at the Barnstable County Registry of Deeds. (4) The septic system.shall be installed in substantial compliance with the engineered plans dated October 20, 2004. (5) .The professional 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 engineered plans dated October 20, 2004. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to its close proximity to the wetlands and very small size of the parcel. Sincer y your Wayne iller, M.D. Chairman Q:WP/ChurchillLahey LANE, GREENE, MURTHA & EDWARDS, LLP ATTORNEYS AT LAW 446 MAIN STREET, SUITE 1500 WORCESTER. MASSACHUSETTS 01608-2362 WRITER'S DIRECT DIAL NUMBER(508)929-0402 WARREN C. LANE, JR., P.C. Email: jpg@lgme.com TELEPHONE (508)929-0400 JOEL P. GREENE FACSIMILE (508)929-0450 JO.HN M. MURTHA T. ASHLEY EDWARDS SHARONROBERT F. LS POINTE RECEIVED ROBERT MAS SARELLI lda�" February 11, 2003 FEB 1 2003 TOWN OF BARNSTABLE HEALTH DEPT. George E. Garcia, Jr. 92 Church Street Northboro, MA 01532 Dear George: I am enclosing an attested copy of the deed restriction on the above property as requested by the Board of Health. The restriction was recorded on January 30, 2003. As we discussed, I am also mailing a copy of this directly to the Barnstable Board of Health so they will have it in their files. If you have any questions, please do not hesitate to call me. Sincerely yours, Joel P. Greene JPG/nb:RE6690.L3 cc: Health Agent, Barnstable Board of Health 4 Please return to: Blc 16323 P9 1 E 1 IW 10713 Joel P. Greene 01-30-2003 a 03 : 33c3, Lane, Greene, Murtha & Edwards, LLP 446 Main St. , Ste. 1500 Worcester, MA 01608 DEED RESTRICTION WHEREAS, George E. Garcia, Jr. of 92 Church Street, Northboro, Massachusetts, is the owner of land with the building thereon located at and known as-246:Lake Elizabeth Drive Centerville (Barnstable), Massachusetts (hereinafter referred to as the "Premises"), and being shown on a plan recorded in Barnstable County Registry of Deeds Plan Book 24, Page 1; WHEREAS, George E. Garcia, Jr. as the owner of said Premises has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home on said Premises as a pre-condition to obtaining a variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface V4 Disposal of Sanitary Sewage, and to occupying the Premises; and WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the r. variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the 0 restriction on the number of bedrooms in any house constructed on the Premises be put on record with the Barnstable County Registry of Deeds by recording this document. A NOW, .THEREFORE, George E. Garcia, jr. does hereby place the following restriction on.his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all w successors in title: a 1. The Premises may have occupied thereon a house containing no more than three (3) bedrooms. N 2. George E. Garcia, Jr. agrees that this shall be a permanent deed restriction coaffecting the Premises on the plan recorded in Plan Book 24, Page 1, unless and until the e Premises are connected to a municipal sewage system or other sewage system approved by the a Barnstable Board of Health (which approval will only be evidenced by a release of this deed restriction by said Board of Health). u w For title of George E. Garcia, Jr., see deed dated January 7, 1955, recorded in <4 Barnstable County Registry of Deeds Book 896, Page 339, and Notice of Probate dated April 5, 1993, recorded in said Deeds Book 8596, Page 95. EXECUTED as a sealed instrument January 24 , 2003. �-• �GSl1�c_�, George E. ffarcia, Jr. JPG/nb:1/15/03:RE6690.DR 1 _ 8k 16323 P9182 I10713 COMMONWEALTH OF MASSACHUSETTS Worcester, ss. January�, 2003 Then personally appeared the above-named George E. Garcia, Jr. and acknowledged the foregoing instrument to be his free act and deed, before me Notary Public 6 commisalekCpRE�NE, Notary Public MY Commission Expires 1215108 i i� 1 I LJ BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST OHN F.MEADE,REGISTER JPG/nb:1/15/03:RE6690.DR 2 �. _ _ RARNSTA_BI F P;rIgTRY nF nFFR.S 06/27/2602 15:33 5082311311 GAMEWELL PAGE 02 r�. JUN-26-02 92 :4T PM R.J.CRD1LLRC, PLS. F!$ 506 77% 9700 P. 101 Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Mite; IN-861.4644 1ulfltl t2,Rstk,R.9. F W 108-740-6104 Stunner Kw lnm MS Wa}m¢We.M.D. April 19, 2002 AdCiftN COfltClt�n ftT/0a Mr. Ronald Cadillac, R.S. P.O. Box 2£8 West Yarmouth, MA RE: 248 Laker Elizabeth Drive, Centerville, An 227.039 Dear Mr. Cadillac, You are granted permission on behalf of your client, George E. Garcia, to install composting toilets and to continue to utilize the onalte cesspool for greyweter discharges only, at 246 Lgke Elizabeth Drive Centerville. I The permission' is granted with the following conditions: (1) No more then three (3) 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. The wall located between two of the existing tour bedrooms *hall be removed, as proposed by the applicant. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the 9atlmstable► County Registry of Deeds restricting the property to three (3) bedrooms maximum.---A-cepy of-the recorded-deed-restrictlon-thell-be submitted-to-the-H�etth Agent prior to obtalntng a dlsp64>e1 works cort�trUctio`rt=p®rrriit (3) The home shall be connected to public sewer whentif it becomes available. c•:«tluav2 06/27/2002 15:33 5082311311 GAMEWELL PAGE 03 Jum-26-02 02:47 PM R. J.CAD1L4ACO PL.S*FtS 506 775 9700 P,02 This permission is granted because physical constraints at the site severely restrict the location of a new soil absorption system. After reviewing several optiane, including a proposal to install a tight tank, the Board is of the opinion that the Installation of composting toilets would be the best solution at this time to alleviate a potential source of pollution to the groundwater and to the water body located behind this home. Sincerely yours, an G. Rask, S. Chairperson c• uui�z RONALD J. CADILLAC, PLS, RS Professional Land Surveyor & Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 (800) 520-5591 January 29, 2002 Mr. Edward Lynch, President Board of Directors Christian Camp Meeting Association Lake Elizabeth Drive Craigville, MA 02636 Dear Mr. Lynch & Board: I am writing to you on behalf of Mr.&Mrs. George Garcia, 246 Lake Elizabeth Drive. They have decided to sell their property, but cannot without replacing their existing cesspool with a Title 5 compliant system. There is, however, no room to locate all of the components for such a system on their property. In the long run, the Town is planning public sewers in this area, but for now the only solution available for us is a tight tank installation, which the Board of Health will approve only if there is no other option available. The Board would prefer an option other than a tight tank. Therefore, we ask you to consider use of the land adjacent to the Tabernacle for this purpose. Use of the land would be temporary and would cease when town sewerage becomes available. If you would approve such a project, it could include the design of a septic system for the Tabernacle. Since other homeowners in the village have been allowed to use common land for this purpose, it seems only fair that the Garcia's be given the same consideration. The Garcia's and I would be willing to meet with you to address any questions or concerns you may have. Your prompt written response would be appreciated, as the matter is currently before the Board of Health, and has been continued to the Feb. 20, 2002 hearing. our truly, Ronald J. Cadillac Christian CanpMceMwA sociation CRAIGVILLE (CAPE COD) MASSACHUSETTS 02632 TELEPHONE 508-775-1265 U For All People in All Seasons P J o- t- Q \J f O R 1\\l February 5, 2002 Mr. Ronald J. Cadillac, PLS, RS P.O. Box 258 West Yarmouth, MA 02673 Dear Mr. Cadillac: I am responding to your letter dated January 29, 2002 on behalf of Mr. and Mrs. George Garcia of 246 Lake Elizabeth Drive in Craigville. It is the decision of the Christian Camp Meeting Association Board of Directors not to use the land adjacent to the Tabernacle for any purpose at this time. There is no water or septic usage within the Tabernacle and none planned for the future. The use of common land you spoke of in your letter refers to the cluster system located underneath the ball field on the bluff. This system accommodates the houses along the midway. The area in and around the Tabernacle is not available for anything of that nature at this time. We regret that we are unable to provide a solution for Mr. and Mrs. Garcia. Usage, by the Garcia family, of the area adjacent to the Tabernacle would restrict and impede any future plans relating to that space. We wish Mr. and Mrs. Garcia well in finding a solution to a difficult problem. Yours truly, Edward Lynch President CCMA EL/jp Town of Barnstable .. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. April 19, 2002 Address Correction 6/7/02 Mr. Ronald Cadillac, R.S. P.O. Box 258 West Yarmouth, MA RE: 246 Lake Elizabeth Drive, Centerville, A= 227-039 Dear Mr. Cadillac, You are granted permission on behalf of your client, George E. Garcia, to install composting toilets and to continue to utilize the onsite cesspool for greywater discharges only, at 246 Lake Elizabeth Drive Centerville. The permission is granted with the following conditions: (1) No more than three (3) 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. The wall located between two of the existing four bedrooms shall be removed, as proposed by the applicant. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to. the Health Agent prior to obtaining a disposal works construction permit. (3) The home shall be connected to public sewer when/if it becomes available. Cadillac2 This permission is granted because physical constraints at the site severely restrict the location of a new soil absorption system. After reviewing several options, including a proposal to install a tight tank, the Board is of the opinion that the installation of composting toilets would be the best solution at this time to alleviate a potential source of pollution to the groundwater and to the water body located behind this home. Sincerely yours, Susan G. Rask, R.S. Chairperson Cadillac2 qq �opTHETpttL NOV �' U 2001 DATE: ,�, 6 i TOVUIv Ur tsAKNSTABLE FEE + BARN STABLE, ` HEALTH DEPT. 9 MASS. 1639. �0 REC. BY p'�°MAMA Town of Barnstable SCHED. DATE: 'O� Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G. Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: _ 2-4 6- L R-� �1 t Z a• Assessor's Map and Parcel Number: �7 I(��� � _ Size of Lot: C� l�vLsty Wetlands Within 300 Ft. Yes ✓_ Business Name: �l No Subdivision Ndnic. Lit SO h �--- _ 32 j—Ili�rfk7 Ci,u APPLICANT'S NAME: ��AYLr , ►r. Phone EO8' 2Si3 —26517 Ch Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Cl Ci912-•1 It. � . ✓'�tc� r Name: RL`1AJ. Address: q Z C k ur-r-�. JT, Kjc7J"I l�•�Y I-I-) W Address: ? 9iC Z j (.,V-Wy-M C,�,- ��_)<�—3z i - I�+C�w) — l Phone: _ : G,— 3Q — Y�A'7(h1 Phone: Z)• j" 7 7� " �! 7(�6 VARIANCE FROM REGULATION(List Rag) REASON FOR VARIANCE(May attach if more space needed) to 310 C.M.I? 1 S,Z 1( — "I < — U A+-u v' IV b U,I�L-r vim, r^C.n T tom; -- -- - --- - r L �l�l, 2. I ZC•-.v J V-- - 1� 7�4 ���--- U rrctl) ------- 5 j o CA4 12 1 : 30S t hl— 4 - e -0 0 , - Clreclslist(to be completed by office stcrfj-person receiving vcrrionce request application) Four(4)copies of engineered plan submitted (e. . septic system plans) Four(4) copies of tloor plan submitted (e.g. house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent hire/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meetin date at applicant's expense (for Title V ❑n(1/or local sewa-gc regulation variances only) Full menu submitted (for grease trap variance requests only) --- Variance request application fee collected(n„r r rrr IVr ; :,rrl nr,dill,:nnrm rin ,v:,l..4,::,.n wy vmimn r n_k I.: dining vi rime.renewals�smnc owner/Icuec unlv�,and v.uian<cs io icpair k ilcd svwa4e dispuzal sy,( u�,jonly irno;.ep:mann ro die bUadin�1) pu dj) Variance request Submitted at least 13 days prior to meeting date VARIANCE ,APPROVED _ Susan G. Rask, R.S., Chairman NOT APPROVED _ Sumner Kaufman, VI.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/Wp/VARIREQ .y RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 Nov. 19, 2001 OUTLINE OF PROBLEM Project Location: 246 Lake Elizabeth Drive A.M. 227, Parcel 039 Craigville, MA Applicant: George E. Garcia, Jr. 92 Church St. Northboro, MA 01532 Background: The Owner seeks to sell his property, which has failed an inspection. The capacity to install a title 5 system does not exist on this lot. Decision requested: 1. Per 310 CMR 15.305 (1) (b) continue use of existing working cesspool till municipal sewage is installed with included tight tank design as a fall back contingency if hydrolic failure occurs, or Per 310 CMR 15.260 permission to install a tight tank. 2. If the tight tank design is adopted as the primary or fall back solution, then: Vary tight tank to property line by 9.5' (0.5' provided) Vary tight tank to foundation by 6'(4' provided) 310 CMR 15.211 (1) I certify that the ow E. Garcia, Jr. has asked me to represent him in this matter. Signature c date f o Ronald J. Ca ' ac , Q �m d. nv I RONALD J. CADILLAC, PLS, KS Professional Land Surveyor & Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 (800) 520-5591 ABUTTER LIST AND NOTIFICATION DOCUMENT To: &Z2-n1j 1A U,,. o-( IkA I 4, Date: I L Re: Proposed project at: Z4'4v L b�t� D r. AM 2 2 7 Lot Owner/Ap Cl c o r t r_ Signature Date Notices Mailed ABUTTERS: Map LZ7 Lot C7 Map 227 Lot 0 D C � C,4►�0 13j��hi51���r`� 246 L EI�ZAb�-►� Dr ►lt'rS�LiC� Cytti 4+ Map LZ-1 Loth_ d 7 G Map Lot tQ l�Ca U t i,L-( Map Lot Map Lot Map Lot Map Lot a 4L RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 Nov. 19, 2001 NOTICE OF HEARING BEFORE THE BARNSTABLE BOARD OF HEALTH To: Abutters Project Location: 246 Lake Elizabeth Drive A.M. 227, Parcel 039 Craigville, MA Applicant: George E. Garcia, Jr. 92 Church St. Northboro, MA 01532 Project Description: The Owner seeks to sell his property, which has failed an inspection. He requests from the board either approval to let the existing cesspool continue to operate till sewage is intalled, or to install a tight tank on locus. The capacity to install a title 5 system does not exist on this lot. Actions/Variances requested are: 1. Per 310 CMR 15.305 (1) (b) continue use of existing cesspool till municipal sewage is installed with included tight tank design as a fall back contingency if hydrolic failure occurs, or Per 310 CMR 15.260 install a tight tank. 2. If the tight tank design is adopted as the primary or fall back solution, then: Vary tight tank to property line by 9.5' (0.5' provided) Vary tight tank to foundation by 6'(4' provided) 310 CMR 15.211 (1) Applicants Agent: Ronald J. Cadillac Hearing Scheduled: A hearing for this project will be held on , 2001 at Barnstable Town Hall, 2"d floor hearing room, at P.M. Plans are on file at the Health Dept. (508-790-6265), which is open Mon. —Fri. 8:30 A.M. to 4:30 P.M. j� 4,7 � — — J MAP 0'�di,l 3,9 MAP �7 � 1 MAP 22 60 r WATER ELEV,= � 5,59 � 7 i/ 6,4 Y ' 6 P i � I 2 1 AP ��6 / J MAR-12-02 09 :31 AM R. J. CADILLAC. PLS. RS 508 775 9700 P. 01 RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 (800) 520-5591 TRANSMITTAL FORM To: Mr. Thomas McKeon, Health Director Re: Garcia property, 246 Lake Elizabeth Drive, Craigville From: Ron Cadillac Date: March 12, 2002 No. of pages:1 Enclosed: Message: Please continue the Garcia's project to your April Board of Health meeting, April 16th I believe. We need more time to prepare a possible compost toilet/grey water design. Thank you. Call with any question. I � � c�fez t,4 Ell eA r- �N s r i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT EDWARD P.KUNCE Lieutenant Governor Acting Commissioner March 15, 1999 The Use of Composting Toilets in Massachusetts In Massachusetts composting toilets are approved for Remedial Use and are certified for General Use for new construction in sites where a system in full compliance with 310 CMR 15.000 (the Title 5 regulations) could otherwise be installed. The following is some information on the technology of composting toilets, and a description of how and when they may be used in Massachusetts. I Composting toilets Composting toilets use a biological process in which various types of organisms under controlled conditions biologically degrade human waste to a humus-like end product. ,This biological process is influenced by a number of environmental factors such as temperature, moisture, pH, aeration and the ratio of carbon to nitrogen. Compost temperature must be maintained above 55°C for three days for composting to proceed effectively and kill pathogenic organisms. At lower temperatures, bacterial activity is inhibited and the composting process slows. Moisture must be maintained between 40-60% for best results. All organisms require water, but too high moisture content in the compost pile may give rise to anaerobic conditions. A very low content of water, on the other hand, retards the activity of the microbes. 'Normally, there is no need to influence the pH of a composting toilet. The best pH range for most bacteria is from 6 to 7.5. Fresh human excreta are slightly acid (below 6) but after a few days in a compost pile the pH usually begins to rise to the optimum range. Proper mixing, porosity and maintenance of aerobic conditions are necessary for rapid, decomposition and for the destruction of pathogenic organisms. Under anaerobic conditions the decomposition is slower, heat given off is only a fraction of that from aerobic conditions and foul smelling gases are released. The carbon/nitrogen balance needs to remain within an optimum range of 20:1 to 30:1 to achieve rapid decomposition. Human excreta and especially urine are rich in nitrogen. It may, therefore, be necessary to add high carbon materials like sawdust, grass and kitchen wastes to keep the carbon/nitrogen ratio between the optimum range. Manufacturers of composting toilet systems often recommend such materials and give frequencies for their use; they may every sell pre-packaged bulking agents. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: htto://www.maonet.state.ma.us/deD e The Use of Composting Toilets in Massachusetts March 15, 1999 Types of composting toilets There are two types of composting toilets generally available for residential homes. The first type are relatively large, watertight containers equipped with a chute that connects the toilet fixture to the composting unit located below, often in a basement. Waterless toilet fixtures are typically above the composting unit and are connected to it via a large-diameter chute. Foam flush toilet fixtures can be offset from the composting unit and connect to it via a standard pipe. The composting unit consists of a receptacle and a storage chamber. A properly operating composting process will decompose the pile to less than 10% of the original volume by the time the compost is ready to be removed. Excess liquid is drained to the lowest part of the tank where it is either evaporated or collected. This is a slow process, and it may take a few years before the first time there is a need to remove humus from the storage chamber. After that, annual removal is generally sufficient. The second type of composting toilet comprise smaller units in which the toilet seat, receptacle and composting tank are formed in a single self-contained unit. Some designs incorporate heaters and mechanical aeration in an effort to maintain a balance of moisture and aerobic conditions that are necessary for proper biological degradation. These units are intended to evaporate all excess liquid so that there is no discharge other than the finished compost. Compost will have to be removed from these units several times per year; disposal options for the finished compost are described below. Liquid by-product If the composting toilet produces a liquid by-product that is not recycled through the toilet, the liquid by-product must either: a) be discharged through a greywater system on the facility that includes a septic tank and leaching system in compliance with the Title 5 regulations, b) be removed by a licensed septage hauler and properly disposed, or c) be disposed of using an alternative method specifically approved by the Department. Composted solids In accordance with Title 5, composting toilet systems must be designed to store compostable and composted solids for at least two years either inside the composting chamber (large container type composters), or in a separate compost container (smaller composting toilets), unless a system has been approved by the Department as an alternative system with different standards. Currently, one composting toilet manufacturer has applied for and received a Provisional Use Approval from the Department for one model to be used without this storage requirement; details on this can be found in the listing at the back of this document. Compost from the system has the potential to contain pathogenic organisms and, therefore, according to Title 5, must be disposed of either: a) by burial on-site or in another manner and location approved by the local approving authority, covered with a minimum of six inches of clean compacted earth; or b) by a licensed septage hauler. The compost can be removed by the owner, by a maintenance person, or by a septage hauler; caution and good hygiene when dealing with this material is necessary. The Use of Composting Toilets in Massachusetts March 15, 1999 4y Greywater If the facility generates greywater(i.e. wastewater from sinks, showers, washing machines, etc.) a disposal system still is needed for the greywater. Title 5 has different requirements for remedial use (i.e., system upgrades) and for new construction. Because of the increased interest in the development of new greywater treatment technologies, DEP also has initiated a greywater piloting project, which allows for additional flexibility in the design and placement of greywater treatment and disposal technologies. The approvals for such systems are designed to, in turn, provide DEP with needed information on greywater and the capability of systems to treat it. The options are detailed below: Remedial Use GPD Remedial use applies to existing facilities that: a) have a design flow of less than 10,000 gallons per day, b) are served by an existing system which is failed, failing or non-conforming, and, c) where there is no proposed increase in the design flow. Under remedial use, an existing cesspool may be used as a leaching pit, provided that the cesspool is pumped and cleaned at the time of inspection, is not located in groundwater, and meets the design criteria of 310 CMR 15.253 (pits, c rs, and galleries) with respect to /effective depth, nsp separation b ween units, and iection.access. The cesspool may be replaced with a precast concrete le Ching pit meeting those requirements, and the effluent loading requirements of Title 5. If a cesspool is not used, the construction of a soil absorption system is required. The soil absorption system shall be sized to accommodate at least 60% of the facility's design flow. Installation of a septic tank also is required. Approval Process: A Disposal System Construction Permit must be obtained from the local approving authority, generally the Board of Health; no application_to DEP is required unless variances from Title 5 are being requested. If DEP variances are needed, the applicant must apply forte variances first to the Board of Health and then to the appropriate Regional Office of DEP using application form BRP WP 59b. New Construction Under Title 5, "new construction" comprises situations which include building on an undeveloped lot as well as any situation in which a facility is subject to an increase in Title 5 design flow, such as adding a bedroom to a residence, or adding seats to a restaurant. Composting toilets are certified for General Use for new construction on sites where a system in full compliance with 310 CMR 15.000 could otherwise be installed. If there is a greywater discharge or a discharge from a drain equipped with a garbage grinder, a septic tank and a leaching facility are required. A filter system specifically approved by the Department for this type of application can be used instead of the septic tank. Although there are not yet any such filters with General Use Certification, the Department has approved several on a site-specific basis under individual Piloting Approvals. For new construction or expansions, the size of the leaching facility may be reduced by 40%, even though the site must be capable of providing 100% leaching capacity. This ensures The Use of Composting Toilets in Massachusetts March 15, 1999 that there will be available land for waste disposal in case the current or subsequent property owners choose to remove the composting toilets. Approval Process: A Disposal System Construction Permit must be obtained from the local approving authority. No application to DEP is required, unless DEP variances to Title 5 are needed, in which case the application also must be submitted to the appropriate Regional Office of DEP using application form BRP WP 59b. There is no nitrogen removal credit established for the use of composting toilets, therefore the loading on the lot cannot exceed 440 gallons per day per acre in a nitrogen sensitive area, as designated by the Department in Title 5. Greywater Piloting Project The purpose of the Piloting Program is manifold. Although greywater recycling has been practiced in other states, and in other countries, the information available on the characteristics of greywater is limited, often of unknown quality, and sometimes even contradictory. Public health practitioners agree that greywater, while containing less of many contaminants than combined domestic wastewater, is not "clean". Greywater, like combined wastewater, may contain toxic chemicals, nutrients like phosphorus and nitrogen, and pathogens, including bacteria and viruses. The Greywater Piloting Program, therefore, will generate needed information. To date, DEP not only has approved alternative greywater systems to serve residences, but also alternative greywater systems to serve public facilities such as state parks and rest areas, and hopes to receive applications for approval of greywater systems at other types of facilities as well. The Greywater Piloting Program will be used to gain experience with the technologies used to reuse, treat and dispose of greywater. Through the piloting of a system, the applicant and DEP will learn how well a proposed technology performs in the climate and geology of Massachusetts. Potential problems with these innovative systems can be identified and corrected before widespread use is allowed in the State. Approval Process: Innovative/alternative greywater systems applications must be submitted to DEP for approval. Applicants should use the same DEP process as for other innovative/alternative technologies —permit application number BRPWP64b for piloting use of a greywater technology, BRPWP64c for remedial use of a greywater technology, or BRPWP63 for use of a greywater technology at a State or Federal Facility. Because the "piloting" category also may apply to situations where an existing system has failed, is failing or is non-conforming, in such situations, the selection between permit categories BRPWP64b and BRPWP64c is at the discretion of the applicant. Applicants for remedial use of a technology must show, through evidence of effective past performance of the system over a period of at least one year of general usage in other states, that the system will provide a level of protection at least equivalent to a conventional Title 5 system. Applicants for piloting approval of a technology must show, through available laboratory data, field testing, previous use and other information, that the system is likely to be capable of providing a level of protection at least equivalent to a conventional Title 5 system. The two permit categories have the same permit application fee and timeline. Due to the lack of performance and operational data for these technologies, as noted above, Title 5 requires that when a system is designed for "new construction" (a new facility or a facility with an increase in design flow), some sort of contingency plan must be in place. Usually, this is fulfilled when an applicant shows that a fully complying Title 5 system could be located on The Use of Composting Toilets in Massachusetts March 15, 1999 the site. If the greywater system performs adequately, generally, the owner would be granted approval to use it indefinitely and the backup system may never have to be built. The Use of Composting Toilets in Massachusetts March 15, 1999 List of manufacturers Composting Toilet Systems P.O. Box 1928 (NOTE: This list is not comprehensive; Newport, WA 99156-1928 other manufacturers may provide a (509) 447-3708 product that fulfills the requirements of (888) 786-4538 Title 5) Ecotech Advanced Composting Systems 152 Commonwealth Avenue 195 Meadows Road Concord, MA 01742-2943 Whitefish, MT 59937 (508) 369-3951 (406) 862-3855 (800) 462-3341 http://www.compostingtoilet.com Sancor Industries Ltd. AlasCan Toilet System 140-30 Milner Avenue 8271 90th Lane Scarborough, Ontario MIS 3R3 PO Box 88 Canada Clear Lake,MN 55319 (416) 299-4818 (800) 485-4354 (800) 387-5126 (in US) Biolet USA Sun-Mar Corporation 45 Newbury Street 5035 N Service Road, Unit 2 Boston,MA 02116 Burlington, Ontario L7L5V2 (617) 578-0435 Canada (800) 5BIOLET (600 Main St. http://www.biolet.com Tonawanda,NY 14150-0888 NOTE: The Biolet model XL has been USA) granted Provisional Use Approval to be used (905) 332-1314 while waiving the requirement for two years (800) 461-2461 of storage for the composted solids. Bio-Recycler Corp 5308 Emerald Drive Sykesville, MD 21784 (410) 795-2607 Bio-Sun Systems, Inc. RR#2 Box 134A Millerton, PA 16936 (717) 537-2200 Clivus New England P.O. Box 127 North Andover, MA 01845 (978) 794-9400 r - The Use of Composting Toilets in Massachusetts March 15, 1999 Places to try before you buy If you would like to try a composting toilet the manufacturers should be able to give you a list of facilities you can visit. In addition there are a number of public facilities using composting toilets that you can visit to help make your selection. • Halibut Point State Park, Rockport, MA • Johnny Appleseed Tourist Information Center, Route 2, Lancaster, MA • Mass. Audubon, Visitor's Center, Wellfleet, MA • Nickerson State Park, Brewster, MA • Salisbury Beach, Salisbury, MA • Walden Pond State Reservation, Concord, MA • Wallum Lake, Douglas, MA • Waquoit Bay National Estuarine Research Reserve, Waquoit, MA J'DB Nr . B ;1 -- �� / (3arc:ic12'.(Jwq � BE AR _:F' F K NAIL ET �-:f i / / `• yr ,, N S IN PAVEMENT = 11 . N VC,. .-:,� / / fr,+..are ter h;-:.ira f Ire+ =r-r� ! t, r, ? L s / W `1: 11 . 6 ry` N /F r > ._ � f r, 1 // � �t� BENCH MARK- T:._/F F K NAIL :::ET , / r� x 1 A LYUD Y IN PAVEMENT — 1 � 49 N� ;V t'-a � / - / � � NrT TO �. G� a l / &5 _ALE ��®d I "Iv •-.. ' 0 2. 5 �. 9 '.` x x F'RF' G 22rr) ALLN , , ®� x 7i r ® r e"i "" A / Z_ H TIGHT T TANK , x x 8 . 5 � `'' 9 . 9' LOCATIONAFC TOFF TANK=11 .33 7 / '' — B T. TANK® -''.u— f� / r;�' / C L 1 9/27/01 EXI :;TINS-; INV. _ "� ; 8 / / / �" " � • •' ' C'EPTH (:incl-hi -s ELEV.i.fe. t,'i / ...V ` J (.A r. J ;:.` 7.1 7. 7 / / 11 . 7 . . . . .. / 13. 6 / 7 . 4 . . . <IJ 7 / 7. 0 USING MASH 2:;——Zt::NE E x 16/ 9 l A Ax a 7. 0 M . r? > r. . .= 7 1F�..:i...!NC:WATEF=f .? .+2.:-�=9 r' 1 / 14. /�j 1 . 1 xN/F_ 1 / 13. 7 2 / ' 1• -� 7. 7 THIS, L(_ LINE L _,r;.*ATIr:'+N ESTABLISHED / x 15. / `�` �� IN C: EEI' BK. 74. P :;. :�.. `;f;: :r r... 7 47 / �" _� :/ '�`r.,D� / Mir:+ning ;rr;;:l int-ndin l t;. r .:r-�v y I;..:t Nr. . L:I / THIN LOT LINE - `� '4 � V Q with tI ;t.t::.r;:t= tlr re n fy > r e"m sit!.a::rt Lr sr"ATION NC T 1 � \ x 7 tllr:lt. tl�� :1(ivi;:�irtc..a lire I, . tw- err I tr` N;... 7.. ... x ,.. Q 6 . 8/ /' .i C'�'ETERMINEC �y ;::inr:1 r:r4 shc::rI► 1. - ,:yr I r ± th, �,ifl; f.=f :: f� t.+Ir:r �- :7 , t1� ..yyfs-7e.... .. ;t N /F , x 15. 9 /' ~ fE3L T R *0' M r, :. n�_ Bnur d/r:lriII h,r;I L f` 1.a r-+t:ak: f-�� I,,-] f o r- r:_;::.�a ~a lina, FOR LEGEND E u") R G` E THIS PLAN IS VALIC: -,r PY r:rNLY IF IT BEAR" + GARCI + AN (.RI::: INAL REC STAMP AND 'I�'?NAT1)RE. HH 1 HANG Hr::}LE DIC- ..'ATIc� N, NI...JIVI EF. LOT 203, 246 � . LAKE ELIZABETH DRIVE, C Its ILL MA WATERLINE MAF;KIN+� ::; w, ��HOFMasgHOFASq ' a E O VE R H E A G E L E _'TR I — WI E E S. RONALD S RONALD O aSCALE: C : 14 f x 9.5 11 .0 EXI`��T. �4:: PR`_''P ELEV. CX' = F'r:'INT` jl ?�� v ;A�!_' tC rn EXI TING: 0NT� (JR, PFG/STERJ €.kq F-ss 0O� RONALD J. °mod �� L ®, �Lm`.�, RS ( er SANI7AR�Pt' dap SUR VF� IDSEC:, c:;C NT,._,1'..)R ��t�� zryr� �w - �m� F R FESSI N L LAND SURVEYOR & REGISTERED SANITARIAN UTILITY F� LE ;.IF ::>HC WN ° F�.r . BOX 258 EST YARMOUTH, MA 02673 HEALTH AGENT APPROVAL DATE <i: 1111 BY R.J. AC: ILLA+.:: PAGE 1 OF L (.TIJI N r::)VER ACME 6 X 8 TIGHT TANK ( H 2 0 ) DESIGN DATA BEE'RI:',.:��M S�: 4 GARBA :-E I :?EFL: ALL WALLS _' THICK--TANK TO BE WATERPROOF & WATERTIGHT RE II.!IREc +::;AF'A ;ITY: 44�? F [: REQUIRE[' TI : HT TANK: ;44C X ��(::-i:'t :=AL. 7i TANK FRf:_)VI r �;"; [6.42' X 6' X X 7.4 ' ;`;AP�;::ITY 1 775 GAL. :/.. --------------------------------------- ��-----------! 1?• X 6 X X 7.4 % GAL./C:`.F.1 ' ' FREtX ..!EN': Y %.-) P ,MFfIN . AT M AL./PER;:-I::;N/C: AY i I ;I I1 � r G- _ ' ':'r: '" 1...IF)AN'_;Y [ AY" T NEXT PL,IMPIN ... ":PE PLE '12 1 G [ A Y:: I I I _ _, __ I , , 4 FEE'.::'FfLE ��t [. AY`: `� F%U."Ff L I- ["A Y j , � I 1 1 � I i ' ��.. ,'� �� ,�� ALARM ON ' , � _ � —, � i I _ 1 I I S ' 1 ; `— ; •1 . ALARM IS T1.::=' BE A!..!C:IIc_, AND VI;: I.lAL; WIRED BY L----T--F-------------------------------- AN ELE(_.,,TRI(;IAN; AND ET T(._ A;: TIVATE AT �./": Imo' TANK C'APAr":.ITY. AT LEA:::T ::.:INE L4" :`'::VER T HAVE METAL =RATE ----- AN[ r— VER AT i_ RADE FI">R P!...!MPER AL:..,r,F- `.: T (rr; Fr' VIEW TANK T BE IN PEr'T E D FCR WATERTII+-HTNE::::: BY j R.-J. ".:AC ILLA(:: AND REPS.: RT GIVEN TI:_' T, WN. END VIEW MAXIMUM FEASIBLE Q I AN QE APPROVALS' U ST D: r,----------1------------------ ----------�- E L I : YAN+"::Y ;:AL::L...1LAT1': N 1. VARY TIGHT TANK TO FF C)PERTY LINE BY I...iP TOc'. -' t?s.�;' PRoVIcEC:l. . VARY TI":>HT TANK TO FOL)NDATI(.)N BY 6* (4' PR--)VIDED) WEIGHT C F EMPTY TANK AND ' ''. (.'F :` VER '1'.'' t;MR '1�;.211 t"1 ). -'*,H A M B E R= 1 Z. T ;N TIGHT TANK RECiL?E ;TEC: . N FEASIBLE LE ALTERNATIVE. '1 c :;MR 1 6' I , ? ' V E R= 7...: X 7 X 9 X ., ...:... T(JN/C.11J. FT. VER=".6 Tf �N T )TAL= 12.5 Tl;w'N + 2.6 Tr N — 1 1 T'::: N �d �1 WEK'HT :::'F WATER——HI "-H (:-et C:�I:::.WN X 7' X X r. .. .1 � T ::Nfi: L...I. FT. C;K; i I•, i WEIL`-HT WATER= 1 2. T': N TANK AN[::' t.: VER ARE HEAVIER BY G. T _: N. SITE PLAN 3 (HOFMgS .�v ��NOFMgss t° �O�"LLD �s Pz° NAL G�� 2EJI 9r A FLF`\ ----- Now ------------------------ ---------- J I JAI ":_S a;�o Jar ' n c� FE E 0 1l # 1106 �o > p�F JJ o�� I SA �/ y° a ULOT 246 LAKE LI �� I , ' N�SRVE NITAR�P RONALD .1 CADILLAC, E VIEW PROFESSIONAL LANE) SURVEYOR & REGISTERED SANITARIAN P.O. BOX 25 EST Y C) TH, MA 02673 O2C.)(C1 BY R.J. t.>AEILLA PAGE 2 (T 2 (T(.JRN VER JOB NO. B01-13 a , Garcia2.dwg 0 BENCH MARK- - TOP PK NAIL SET , `/i Conc. Bound/drill hole N �' found 8c held for lot corner w . IN PAVEMENT = 11 . 83 NGVD29 11 . 6 N / F Centerville BENCH MARK- - TOP PK NAIL SET ,' �/ w X 1 1 LYONS & BRADY NOT TO(f) s. IN PAVEMENT = 12. 49 NGVD29 �� O i i �� �d SCALE �a 0 12. 5 �. 9 - N ` X 9 . 6 / / X 9 . 2 zo� � Crai vine �X 9 . 9 X 8 . 5 ed� LOCATION MAP X 12 . 7� /' F LOT 204 a� T� °� HAND HOLE 1 ,' o c 6/0 X 8 . 2 g 27 01 / g o 814 / S� �O DEPTH (inches) ELEV.(feet) oop \ 1 5 ' ' 38� o \\�' � g �/ // / �" l,\ Q observed water 6.35 3 . 6 , 0 7 . 4 ,� �0 %� �� 7. 0 TO H H 1 14. ��� � . 1 X N F A- / 0 // O� .,'LOT 203 /x 7. 0 CHRISTIAN CAMP MEETING ASSOC. X�/' C�' ` � ' / THIS LOT LINE LOCATION ESTABLISHED X /'�7 2 " 15. 0 /' "Q / J 7. 7 / IN DEED BK. 674, PG. 95-96: (rec. 7/9/47) / / �� , / Meaning and intending to convey lot No. 204 � THIS LOT LINE with the cottage thereon as now situated so LOCATION NOT 1`.�� X 7 that the dividing line between lots No. 203 X 68i� ' - � DETERMINED / and 204 shall be an equal distance from . 1 X 3 the sides of each cottage as they face o x g � / X 7 � 3 each other. �� N F X 15. 9 BLOMSTROM Conc. Bound/drill hole I SITE PLAN found & held for road line FOR LEGEND GEORGE E . GARCIA , JR, THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE`' HH 1 HAND HOLE LOCATION, NUMBER LOT 2032 246 LAKE ELIZABETH DRIVE, CRAIGVILLE, MA W WATER LINE MARKINGS HOFMgs. s OF ZNNALDsq APRIL 16 2002 SCALE: 1 "= 10' J E. OE OVERHEAD ELECTRIC WIRES �°� Ro►vALD �N . - o� ' � RONALD � � � x 9.5 11 .0 EXIST. & PROP. ELEV. ('X' =POINT) �� s X �- -6 EXISTING CONTOUR o3ss,o ' RONALD J. CADILLAC, PLS, RS "NI TA "°"O SU PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 8— PROPOSED CONTOUR ����� ( �l 02 P.O. BOX 258 � UTILITY POLE (IF SHOWN) � WEST YARMOUTH, MA 02673 (508) 775-9700 HEALTH AGENT APPROVAL DATE ©2002 BY R.J. CADILLAC PAGE 1 OF 2 REMEDIAL GREYWATER DESIGN BEDROOMS: 3 EXISTING CESSPOOL GARBAGE GRINDER: NO SEPTIC TANK: N/A—REMEDIAL USE REQUIRED CAPACITY: (330 GPD X .6) 198 GPD TO BE USED FOR GREYWATER CAPACITY OF EXISTING CESSPOOL: 59.4 GPD BOTTOM AREA: (3.5' X 3.5' (3.14) 38.5 S.F. SIDE AREA: [7' X 3.14] 1 .9' 41 .8 S.F. N VE R T = 9. 6 [38.5 S.F. + 41 .8 S.F. X .74 GPD/S.F.] MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: /� \\ OTTOM = 7. 7' 1. VARY VERTICAL SEPARATION TO WATER BY 4' (1' PROVIDED). 310 CMR 15.212 (b). (SEE ALSO 15.289 2. b.) 2. VARY CAPACITY OF GREYWATER LEACHING BY 70% (30% PROVIDED). \ \ 310 CMR 15.289 (2) (SEE ALSO 15.242) From House No. 246 _ \\ \ 3. VARY SEPARATION TO ADJACENT CESSPOOL BY 11' (3' PROVIDED). \ \ 310 CMR 15.253 (1) (c) r / 1 4. VARY LEACHING TO A WETLAND BY 12' [62'] (38' PROVIDED) 6 I VARY LEACHING TO A LOT LINE BY 10' (0' PROVIDED). VARY LEACHING TO CRAWL SPACE BY UP TO 5' €5' PROVIDED 310 CMR 15.211 (1) & [LOCAL REG.] & €POLICY Not connected to Adjacent Cesspool" Does not appear to be active. I I I DESIGN NOTES: I 1 . OWNER TO REDUCE NUMBER BEDROOMS FROM 4 TO 3. i i r I 2. REMOVE CONVENTIONAL TOILETS AND REPLACE WITH HUMUS/COMPOSTING (H/C) TOILETS. Observed Water = 6 7 ( 4/09/02) 3. ANY LIQUID BY—PRODUCTS AND SOLIDS FROM FROM H/C Observed Water = 6 . 35 (9 /27/01 ) TOILETS TO BE REMOVED BY LICENSED SEPTAGE HAULER. H/C SYSTEM TO BE CAPABLE OF STORING SOLIDS FOR TWO YEARS. 4. APPROVAL OF ABOVE LISTED MAXIMUM FEASIBLE SIDE VIEW COMPLIANCES IS REQUESTED BECAUSE: A. THE ONLY ALTERNATIVE IS A TIGHT TANK. 199 9 B. THIS IS A TEMPORARY SOLUTION, AS TOWN SEWERS ARE 2 PLANNED. SITE PLAN **Deed Book 1366, Page 866 FOR George E. Garcia, Sr & Alice M. Garcia To Calvin K. Henderson 8c Irmgard S. Henderson GEORGE E . GARCIA , JR . recorded 5/24/67 grants the owners of Lot 204 the rights to use the cesspool on Lot 203: "...together with the right to use the present LOT 203, 246 LAKE ELIZABETH DRIVE, CRAIGVILLE, MA cesspool located on other land of the grantors shown as Lot 203 on the aforementioned plan." 0 FP,igs OF M~gss APRIL 16, 2002 SCALE: 1 "= 2' �ZN s POSH gOti �,� gcti RONALD �s �s� RONALD� MS J I E C� RONALD J. CADILLAC, PLS, RS : 5 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN GIST �qEsS\0 SANITAR P SUR\E P.O. BOX 258 VVI WEST YARMOUTH, MA 02673 2 (508) 775-9700 ©2002 BY R.J. CADILLAC PAGE 2 OF 2 PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 19.25' - 20.33' GENERAL NOTE S TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM ELEV.= 12.90 6 OF FINISH GRADE ON INLET AND OUTLET 19.0' 4"SCHEDULE 40 PVC MIN SLOPE 1% 314"TO 1-1/2" DOUBLE WASHED STONE TO CROWN 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER D-BOX= WN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE @ FND. EL.= VARIES FINISH GRADE OVER TANK EL.= 12.4' 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE I ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. -- ---- - - - ------- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20" MIN.ACCESS COVER 1 TOP OF SAS = 17.83' PLACE RISERS ON ALL CHAMBERS OF HEALTH AND THE DESIGN ENGINEER. (TYPICAL FOR 3) 36"MAX. _ 36"MAX. 9"MIN. TO 6 OF FINISHED GRADE 3- 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2" PVC IN FROM I 4" PVC OUT TO 17.001 36"MAX. BREAKOUT EL = 17.50' BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PUMP CHAMBER + LEACHING FACILITY 4"SCHEDULE 40 PVC 2"SCH.40 - - 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS SLOPE 2%min 2" DROP MIN-3" DROP MAX. TO D-BOX --- --.- THAN ELEVATION = 17.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 10.40' I ALARM ON 9.90' o O o00 � O 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. '� o � 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 11 .65' LIQUID 10. 5' UMP ON O DO 0 0 0 0 o 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING LEVEL 6"PUMP 17.3 0'2 o'.1715 o 00 0 WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.ALL RISERS SHALL BE 2 � � � � 3.1' OFF o o IN PLACE PRIOR TO INSPECTION- SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST _ _- _____________ -__--_______ o 6 0 o OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. OUTLET 6" CRUSHED STONE o0 CD 0 TEE INLET TEE OVER MECHANICALLY 4 - 8. ELEVATIONS BASED ON ASSUMED DATUM OF 11.66' N.G.V-D- GAS BAFFLE �6"CRUSHED STONE BAFFLE COMPACTED BASE 4' g 5' - 4' FROM TOP OF MAG NAIL AS SHOWN ON PLAN. 4.9' 4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX 25.0 (TYP•) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= 6.36' 12.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY BASE. FIRST TWO FEET OF OUTLET 15.00 DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH J_Z_ WIDTH 6'-6" DEPTH 6' PIPES TO BE LAID LEVEL. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CROSS SECTION VIEW 2 - 500 GAL. CHAMBERS 5'MIN- CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. COMBINATION 1500 GALLON SEPTIC TANK/ TYPICAL CHAMBER PROFILE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING 500 GALLON PUMP CHAMBER H-20 DISTRIBUTION BOX DETAIL SUCHDRERMINA DETERMINATION FROM APPROPRIATE RIATEANT THO AUTHORITY. CHAMBER DETAILS SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NOT TO SCALE 12- ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS NOT TO SCALE NOT TO SCALE __ LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH TEST PIT DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. NOTES • -(1.)THE SEPTIC SYSTEM DESIGN PLAN FOR 248 LAKE INSPECTOR: Dave Stanton FINES.13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND ••• �� * ELIZABETH ROAD IS NOT PART OF THIS PERMIT, BUT + • WILL BE FILED UNDER SEPARATE PERMITS * +� SOIL EVALUATOR: Bradley M. Bertolo 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND (2-)AT TIME OF SURVEY, STANDING GROUNDWATER + DATE: October 20, 2004 _ UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES WAS FOUND AT EL. 6.36' _ ,r • * * • . TEST PIT#: 1 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN i (3.) EASEMENT SHOWN ON PLAN ENTITLED"PLAN OF c, ...` / ,'� + i" �� ELEV TOP= 20.00' COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN LAND SHOWING EASEMENT TO BE CREATED" + #' + ELEV WATER= < 10.00' ACCORDANCE WITH 310 CMR 15.255(3). MAP 227 LOCATED AT#251 LAKE ELIZABETH DRIVE,TO BE * • RECORDED AT THE BARNSTABLE COUNTY •� (! ,, • •14 i PERC RATE _ <2 MIN/IN j 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PARCEL 9 REGISTRY OF DEEDS DEPTH OF PERC= 36"-54" FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. - N/F _. • i ♦ TEXTURAL CLASS: 1 CHRISTIAN CAMP MEETING �. --" • 16. PROPOSED PROJECT IS LOCATED WITHIN: ASSOC. • . j • • ` * ASSESSORS MAP# 227 PARCEL# 39 -- - a • '"' 0" 20.00' • ;.- `�'�.,, -'• � ••* • + * Loamy Sand FEMA FLOOD ZONE C r ' •�,'`�lN ' 10YR 3/2 19 42' AS SHOWN ON COMMUNITY PANEL# 25001 0008 D PERMANENT ••*. { • s • • 17. OWNER OF RECORD: SEAN P. LAHEY SEPTIC SYSTEM EASEMENT • ��� • •��r g Loamy Sand ADDRESS: 45 THEODORE FREMD AVENUE EXCLUSIVE FOR • •'* • `• 4% • - fir' , 10YR 5/6 � ' �� � � � � © RYE, NY 10580 246 LAKE ELIZABETH DRIVE "• • •• , •. • • 2,598 S-F-±(SEE NOTE 3) r� + • 11 . 18. PLAN REFERENCES: QqF-M Sand 1- PLAN BOOK 131, PAGE 145� / � -- -;. -/� `t. li, �,� . II 1 2 5Y 5/4 �` `) • 36"1 _ 17.00' ; 2. PLAN BOOK 24, PAGE 1 15%Gravel 3. PLAN BOOK 155, PAGE 151 � Perc- 40" 16.6T `� o i 7 r d 54" `� 15.50' 4. PLAN BOOK 326, PAGE 73 ti / / / �P. ` / �� O�1 �'"- °� i - � ► �` ( ° 5. PLAN BOOK 118, PAGE 3 " • F-M Sand 6. PLAN BOOK 321, PAGE 47 4q� p B.M. 4 PI .�..: 2.5Y 6/3 7. LAND COURT PLAN 14379-A #251 / / / / \ Q' o� t s� ..s C-2 ' ' ' /�. P Top Mag Nail -_ *�` \ 19 DEED REFERENCES: EXISTING / // „ / / I 4Q � N.G V.D 1.66 -� 1. DEED BOOK 8596, PAGE 95 TABERNACLE �;/ '� / / / \\ �'�� �, 20• IN ACCORDANCE TO 310 CMR 15.401 - 15.404, THE FOLLOWING LOCAL UPGRADE LOCUS PLAN APPROVALS ARE REQUESTED: 2-500 GALLON t3 / / v MAP 227 "- No Groundwater (1)A 10.0'VARIANCE (10.0'-0.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE �2 / /•_• O SCALE: 1 - 1000' PROPERTY LINE. LEACHINGCHAMBERS �h �' / �! / ^ PARCEL 37 1201 Encountered 10.00, (2)A 10.0'VARIANCE (10.0'-3.1') FOR THE SETBACK FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX N/F LYONS INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE MADE ' �"` ^ / :� '"' `" a•' � y, FOUNDATION OF#246 LAKE ELIZABETH DRIVE. CB-DH WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX (3)A 10.0'VARIANCE (10.0'-5.1') FOR THE SETBACK FROM THE SEPTIC TANK TO THE � TP 1 / - --- _ �, e F- (FND/HELD) j--EXIS I iiwv c;LSSPOOL TO CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER FOUNDATION OF#248 LAKE ELIZABETH DRIVE. 20x0 do O ;'"~ 8„ � �. BE PUMPED AND INSTRUMENTS. 21. THE FOLLOWING LOCAL VARIANCES ARE REQUESTED: REMOVED, SPOILED 1 A 60.9'VARIANCE 100.0'-39.1' FOR THE SETBACK FROM THE SEPTIC TANK TO THE '�.Y.: SOILS TO BE REMOVED NEMA 4 JUNCTION BOX CORROSION RESISTANT 8� HOISTING CABLE 7 x 19 STAINLESS STEEL O ( ) i�i�� / % 2?8 ! • : �' J�oo• AND REPLACED WITH LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8" DIA. / 1,760 LB. STRENGTH WETLAND. O � 40 j :CLEAN COARSE SAND CONNECTORS SUPPORTED BY 1-1/4 PVC CONDUIT, LEGEND oo� ° JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH. 80 PVC GEORGE FISHER CO. MODEL NO. 560 If /5.; ?? = ' #248 101 x7 EXISTING SPOT GRADE }` J / / �` 3„ E 2"SCH.40 TO D-BOX 40 MIL. 3 / / /� i� \ EXISTING WETS - - -100 - - - -- EXISTING CONTOURS GEOMEMBRANE 5 / TF U o "SCH.40 TEE w/CLEAN-OUT CAP LINER TOP / / / /' // / � T ALARM ON 102 PROPOSED CONTOURS I UMP ON PROPOSED SPOT GRADE z IRON PIPE O 8" M #246 = ssso (FND/HELD) pump N 2" BALL CHECK VALVE SCH. 80 PVC 100 L se. / o P.S.I. FLOWMATIC MODEL No. 208S E/ T/C EXISTING OVERHEAD UTILITIES EXISTING oo. AMA POST yy � ! w w sorb F - i, p s� 12"; / �P / DWELLING 6•' ,rin,A� `' � / �, WET4 M ------- W ------ EXISTING WATERLINE F=12.90' E MAP 227 2 WIDE ANGLE CONTROL FLOATS `n 1/4"WEEP HOLE IN DISCHARGE PIPE 14 7151 i`\F / \�1 QP �� OV2" TEST PIT LOCATION ) /3 8" a�1' � /� �t \�,,/ ' PARCEL 38 (BARNES 073618) \ �o O J% SCH.40 PVC DISCHARGE PIPE - - - - '` QQ' • DECK /'• "9� 2,065 S.F± 1: PUMP ON/OFF 120 ACTIVATION / ,` 7Ira, ,�QO O� 2: ALARM ACTIVATION BARNES SE411 PUMP A H.P. 115 V 2" 0 PROPOSED 2000 GAL. H-20 SEPTIC TANK WITH PUMP so 800, WE `� DISCHARGE PASSING 1-1/2"SOLIDS OR MAP 227 EQUAL PARCEL36 COMBINATION 1500 GALLON SEPTIC TANK/ 4"SOLID SCHEDULE 40 PVC PIPE N/F MAP 227 DISTRIBUTION BOX CHRISTIAN CAMP 500 GALLON PUMP CHAMBER PARCEL 39 MEETING ASSOC. 0 500 GAL. LEACHING CHAMBER DESIGN DATA WET ' 2,227 S.F.± o ' / H� / / NUMBER OF BEDROOMS 3 REV. DATE BY APP'D. DESCRIPTION MAP 227 DESIGN FLOW GAUGED. BUOYANCY CALCULATIONS - _- _-__-- ------_--___- PARCEL 40 H 20 SEPTICnTANK WITH PUMP ENT 2000 N 330 TOTAL DESIGN FLOW 330 GAUDAY PROPOSED SEPTIC SYSTEM UPGRADE ' N/F RYAN SEPTIC TANK SEPTIC/PUMP CHAMBER: / EXISTING WATERLINE HIGH GROUNDWATER EL.=6.36' BOTTOM OF PUMP CHAMBER EL. =5.65' PREPARED FOR: DESIGN FLOW X 200 % = 660 GALLON SEPTIC TANK WATER DISPLACED=(6.36'-5.65')x 6.5 x 12.0 = 55.38 C.F. SEAN P. LAHEY WEIGHT OF DISPLACED WATER=55.38 C.F. X 62.4 LB/C.F. = 3,456 LBS. USE 1500 GALLON SEPTIC TANK(MINIMUM PER TITLE V) WEIGHT OF H-20 2000 GAL- SEPTIC/PUMP CHAMBER=22,000 LBS. LOCATED AT SOIL COVER= (12.4'- 11.65')x 6.5 x 12.0 =58.50 C.F. INSTALL 2- 500 GAL. CHAMBERS WEIGHT OF SOIL ABOVE CHAMBER=58.50 C.F.X 120 LB/C.F. =7,020 LBS. 29,020 LBS. > 3,456 LBS. (ACCEPTABLE) 246 LAKE ELIZABETH DRIVE SIDEWALL CAPACITY DOSING & STORAGE REQUIREMENTS CRAIGVILLE, MA 02636 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25.0'+ 12.9')(2 ) (2' ) ( .74 GPD/S.F.) = 112.2 GAUDAY DESIGN FLOW: 330 GPD ---------- ---- --- ----- BOTTOM CAPACITY DOSING REQUIRED: 4 CYCLES If SCALE: 1 10 0 ao 0 NCH = 20 FT. DATE: OCTOBER 20, $2004 o E7 LENGTH x WIDTH .74 GPD/S.F. = GAUDAY 330 GPD/4 =82.5 GAUCYCLE ,;tµ OF , (25.0'x 12.9') (.74 GPD/S.F.) = 238.7 GAUDAY DISTANCE REQUIRED BETWEEN PUMP JOHN L. ?.v PREPARED BY: ""RC""` TOTALS: ON AND PUMP OFF FLOATS: JR JC ENGINEERING, INC. \A - CML TOTAL NUMBER OF CHAMBERS 2 82.5 GAUCYCLE = 125 GAUFT = 0.66 FT/CYCLE N d' 7 2854 CRANBERRY HIGHWAY SITE PLAN TOTAL LEACHING AREA 474.2 SQ.FT. (USE 0.80'TO PROVIDE FOR BACKFLOW) � r ` z :y h '� EAST WAREHAM, MA 02538 TOTAL LEACHING CAPACITY 350.9 GAL./DAY a' + 508-273-0377 STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. SCALE: 1" =20' STORAGE PROVIDED ABOVE WORKING LEVEL: 338 GAL. Drawn By: BMB TII3";ed By: BMB Checked By:JLC Job No.:514 PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS= 18.9' - 20.2' GENERAL NOTES FINISHED FLOOR RISER WITH CONCRETE COVER TO WITHIN 11 .77' 6"OF FINISH GRADE ON INLET AND OUTLET7 REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ELEV.= FINISH GRADE OVER D-BOX= 18.90' 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE @ FND. EL.= VARIES FINISH GRADE OVER TANK EL.= 12.2' F2"OF 1/8"TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20" MIN. ACCESS COVER ' PLACE RISERS ON ALL CHAMBERS OF HEALTH AND THE DESIGN ENGINEER. (TYPICAL FOR 3) 36"MAX. 36"MAX. TOP OF SAS = 17.83 TO 6"OF FINISHED GRADE - 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2" PVC IN FROM I 4" PVC OUT TO 17.00, 36"MAX. BREAKOUT EL - 17.50' BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PUMP CHAMBER + LEACHING FACILITY 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS 4"SCHEDULE 40 PVC - 2"SCH.40 SLOPE 2%min 3" DROP MAX.DROP MIN. r TO D-BOX THAN ELEVATION = 17.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 01 10.20� I ALARM ON 9.70' O ppop � O pp 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 48 INV.' UMP ON O o00 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 10.62 � LIQUID 9.95 LEVEL o 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING PUMP 17.32' 6" 17,15' 2' o pp p pp WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.ALL RISERS SHALL BE 4.4' ( OFF o0 00 � IN PLACE PRIOR TO INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST p op o o oo OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. OUTLET 6"CRUSHED STONE � o 0 0 INLET TEE OVER MECHANICALLY 8. ELEVATIONS BASED ON ASSUMED DATUM OF 11.66 N.G.V.D. TEE BAFFLE COMPACTED BASE 2' 8 5' 2, FROM TOP OF MAG NAIL AS SHOWN ON PLAN. GAS BAFFLE 6"CRUSHED STONE 2' 4.9' 2' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX 21.0' (TYP.) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE 6.36' A 8.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY BASE. FIRST TWO FEET OF OUTLET 15.00' GROUND WATER ELEV.= DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 12' WIDTH 6,_6„ DEPTH SL PIPES TO BE LAID LEVEL. TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE CROSS SECTION VIEW 2 - 500 GAL. CHAMBERS STRUCTURES SHALL BE MADE WATERTIGHT. COMBINATION 1500 GALLON SEPTIC TANK/ 5'MIN. CHAMBER END VIEW TYPICAL CHAMBER PROFILE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR 500 GALLON PUMP CHAMBER (H-20) DISTRIBUTION BOX DETAIL CHAMBER DETAILS SUCH DETERMINATION FROM APPROPRIATE AUTHHORITY.ZONING REGULATIONS. OWNER/APPLICANT IS TO N NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS NOT TO SCALE NOT TO SCALE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH --- - - --- - - - - ---- ----- _ _ N � - ---r� ; i , TEST PIT DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. NOTES: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND (1.)THE SEPTIC SYSTEM DESIGN PLAN FOR 246 LAKE �(f j �Q •• • • INSPECTOR: Dave Stanton FINES. ELIZABETH ROAD IS NOT PART OF THIS PERMIT, BUT •• SOIL EVALUATOR: Bradley M. Bertolo WILL BE FILED UNDER SEPARATE PERMITS -- r f t/i • • •� :' • +� 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND _r' �' • • • October 20, 2004 (2.)AT TIME OF SURVEY, STANDING GROUNDWATER • • DATE: UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES WAS FOUND AT EL. 6.36'WITHIN WETLAND j ° 1"r '' ' a • +•► �**• TEST PIT#: 2 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN A s ELEV TOP- 20.00' (3.) EASEMENT SHOWN ON PLAN ENTITLED"PLAN OF •_ - r ✓ . ,'. s •b/ - COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN LAND SHOWING EASEMENT TO BE CREATED" �+�. t R • ELEV WATER= < 10.00' „• .•�, .� � f � , �,, ��•� ACCORDANCE WITH 310 CMR 15.255(3). MAP 227 LOCATED AT#251 LAKE ELIZABETH DRIVE, TO BE { (/ ' • rA� PERC RATE _ <2 MIN/IN RECORDED AT THE BARNSTABLE COUNTY ��' £ l' �� / • :IM �� * i = 40"-58" 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES r • • DEPTH OF PERC FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PARCEL 9 REGISTRY OF DEEDS • � i• r • • i s TEXTURAL CLASS: 1 N/F ( •• +� ' 16. PROPOSED PROJECT IS LOCATED WITHIN: CHRISTIAN CAMP MEETING f - �. ` ''� . •l_ � • ASSESSORS MAP# 227 PARCEL# 38 ASSOC. ( - _ ` 4 • 011 20.00' PERMANENT SEPTIC SYSTEM �� . • -.. �_ - a • • • f• •t. A Loamy Sand FEMA FLOOD ZONE C 'o EASEMENT EXCLUSIVE FOR _ �: ) * • •` • •�. a 10„ 10YR 3/2 AS SHOWN ON COMMUNITY PANEL# 25001 0008 D 248 LAKE ELIZABETH DRIVE 2,409 S.F.± • `- _ •• y► .. *� `; 19.1T 17. OWNER OF RECORD: MARTIN A. PRICE (SEE NOTE 3) •• VY'�lll �r • • • * •• • � 248 LAKE ELIZABETH DR. PARTNERS, LLC • #s e• �� a t • . g Loamy Sand ADDRESS: •• �•• •`--� •; ► fit 10YR 5/6 18 WASHINGTON STREET °') ' '�•• •• •�. • `� �� 11 0). MILTON, MA 02186 �--- 40 MIL. GEOMEMBRANE �i • . j �„ 11 36" 17.00 F-M Sand 18. PLAN REFERENCES: LINER, TOP AT EL. 17.5 / �_ .�_. _ !k t ��• F" �r " 2.5Y 5/4 1. PLAN BOOK 131 PAGE 145 _. . tt I) I• • II � Perc. 40 16.67 tf"s�� i V�+�@ I� - C-1 - 15% Gravel 2. PLAN BOOK 24, PAGE 1 -- - = � of (( 1! jj 56" __ 15.33' 3. PLAN BOOK 155, PAGE 151 i --`� ��p =tAii 4 all 11 a 1 58" 15.17' 2-500 GALLON "�� O � ,. ,-�.. ��"� �"�• I r A�'� 4. PLAN BOOK 326, PAGE 73 4. / ti P� 4 o%`` ;5 _ ^�ch ..,,, , ��. � ,. 5. PLAN BOOK 118, PAGE 3 LEACHING CHAMBERS r 20©O rye �, ^ ���i f .r �� ' F-M Sand 6. PLAN BOOK 321, PAGE 47 DISTRIBUTION BOX "` ( J Apo / / �(/� ��Q # C-2 2.5Y 613 7_ LAND COURT PLAN 14379-A S ° ( o B.M. °- � ` 19. DEED REFERENCE: Top Mag Nail N . 1 DEED BOOK 3658, PAGE 60 Elev. = 11.66' 20. ( ) Q N.G.V.D. IN ACCORDANCE TO 310 CMR 15.401 - 15.404, THE FOLLOWING LOCAL UPGRADE y �3 y / ti �/ c LOCUS PLAN APPROVALS ARE REQUESTED: • S`�° ' � (1)A 10.0'VARIANCE (10.0'-0.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE r r�8 511 �/ 9. �o�oo 'vim "_ No Groundwater SCALE: 1 1000 PROPERTY LINE. ' /,f / / -^� / MAP 227 1201Encountered 10.00, (2)A 5.6'VARIANCE (10.0'-4.4') FOR THE SETBACK FROM THE SEPTIC TANK TO THE FOUNDATION OF#248 LAKE ELIZABETH DRIVE. PARCEL 37 INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE 8" N N/F LYONS WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX 21- THE FOLLOWING LOCAL VARIANCES ARE REQUESTED: (FND/HELD) EXISTING WATERLINE CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER (1)A 50.9'VARIANCE (100.0--49.1')FOR THE SETBACK FROM THE SEPTIC TANK TO THE a( F /� INSTRUMENTS. WETLAND. a y,11/ , f ` -C s' 2-COMPARTMENT 2000 GALLON 14 g °8" r ( ' o°. NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL / \4 yhI $"off �ti�^ H-20 SEPTIC TANK WITH PUMP LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8" DIA./ 1,760 LB. STRENGTH a chic Q, �� ,Ysa° -EXISTING CESSPOOL TO BE CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT, " /t T �► 0 a , ae, PUMPED AND FILLED WITH CLEAN JOINTS TO BE MADE WATERTIGHT 2 BALL VALVE w/UNIONS SCH. 80 PVC LEGEND �. 5" a. tea" /� ��8) COARSE SAND GEORGE FISHER CO. MODEL NO. 560 5,. 10" 1 / /� � 101x7 EXISTING SPOT GRADE 10~ 3" 2"SCH.40 TO D-BOX #248 _--100 - - - - EXISTING CONTOURS EXISTING "SCH. 40 TEE w/CLEAN-OUT CAP 5" i J / // � a DWELLING Zo T ALARM ON 102 PROPOSED CONTOURS T, FLOOR EL / aP i a� H PUMP ON O 102 PROPOSED SPOT GRADE �� �` ae, IRON PIPE PUMP N 2" BALL CHECK VALVE SCH. 80 PVC 100 1 b� / �• Via✓ �° DECK°o � ' ^ �ry (FND/HELD) O 14 \ Sri 8� P.S.I. FLOWMATIC MODEL No. 208S EXISTING OVERHEAD UTILITIES LAMP 12"a �. 1, #246 EXISTING WATERLINE MP POS'i 6" _ ��,�\�, (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE ,ah,, n �� g � 4 6•� t �, EXISTING = MAP 227 ' . 3,, i y h / , Q- ki. f- (BARNES 073618) 2 S TEST PIT LOCATION y �/ ��Q J��`i DWELLING'= /' 9 PARCEL 38 1: PUMP ON/OFF 120 ACTIVATION CH 40 PVC DISCHARGE PIPE s" ``��'' -7• 2: ALARM ACTIVATION �! QP� -_ /' j 2,065 S.F± BARNES SE411 PUMP A H.P. 115 V 2 PROPOSED 2000 GAL. H-20 SEPTIC TANK WITH PUMP �» � /• /r 0"'I 4" � // ' DISCHARGE PASSING 1-1/2"SOLIDS OR \Nl / / � �n ti wQ � j (: MAP 227 EQUAL 4"SOLID SCHEDULE 40 PVC PIPE 4 �� t �� / COMBINATION 1500 GALLON SEPTIC TANK/ DISTRIBUTION BOX EXISTING CESSPOOL TO MAP 227 PARCEL 36 500 GALLON PUMP CHAMBER (H-20) 13 ✓h � a / / �� BE PUMPED AND N/F REMOVED, SPOILED / ( MAP 227 CHRISTIAN CAMP 6 / /, 1 SOILS TO BE REMOVED PARCEL 39 MEETING ASSOC. �O 500 GAL. LEACHING CHAMBER AND REPLACED WITH PARCEL 40 2,227 S.F.± DESIGN DATA BUOYANCY CALCULATIONS CLEAN COARSE SAND N/F RYAN NUMBER OF BEDROOMS 2 1 11/17/04 BMB JLC 2-BEDROOM DESIGN H� DESIGN FLOW 110 GAUBED SEPTICIPUMP CHAMBER: REV. DATE BY APP'D. DESCRIPTION TOTAL DESIGN FLOW 220 GAUDAY HIGH GROUNDWATER EL.=6.36' BOTTOM OF PUMP CHAMBER EL. =5.45' PROPOSED SEPTIC SYSTEM UPGRADE WATER DISPLACED = (6.36'-5.45')x 6.5 x 12.0 = 70.98 C.F. SEPTIC TANK WEIGHT OF DISPLACED WATER=70.95 C.F. X 62.4 LB/C.F. =4,429 LBS. PREPARED FOR: WEIGHT OF H-20 2000 GAL. SEPTIC/PUMP CHAMBER=22,000 LBS. DESIGN FLOW X 200 % = 440 GALLON SEPTIC TANK SOIL COVER= (12.2'- 11.45')x 6.5 x 12.0 = 58.50 C.F. MARTIN A. PRICE WEIGHT OF SOIL ABOVE CHAMBER= 58.50 C.F. X 120 LB/C.F. =7,020 LBS. 248 LAKE ELIZABETH DRIVE PARTNERS, LLC USE 1500 GALLON SEPTIC TANK(MINIMUM PER TITLE V) 29,020 LBS. >4,429 LBS. (ACCEPTABLE) LOCATED AT INSTALL 2- 500 GAL. CHAMBERS DOSING & STORAGE REQUIREMENTS 248 LAKE ELIZABETH DRIVE SIDEWALL CAPACITY (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAL/DAY DESIGN FLOW: 220 GPD CRAIGVILLE, MA 02636 (21.0'+ 8.9')(2) (2' ) ( .74 GPD/S.F.) = 88.5 GAUDAY DOSING REQUIRED: 4 CYCLES /DAY 220 GPD/4 =55 GAUCYCLE SCALE: 1 INCH = 20 FT. DATE: OCTOBER 20, 2004 BOTTOM CAPACITY 0 10 20 40 80 FEET (LENGTH x WIDTH) (.74 GPD/S.F.) = GAL/DAY OF (LENGTH (21.0'x 8.9') (.74 GPD/S.F.) = 138.3 GAUDAY DISTANCE REQUIRED BETWEEN PUMP `10 JOHN L. yG�� PREPARED BY: ON AND PUMP OFF FLOATS: 0 CHURCHILL TOTALS: 55 GAL/CYCLE = 125 GAL/FT = 0.44 FT/CYCLE CIVIL JC ENGINEERING, INC. - - - - - TOTAL NUMBER OF CHAMBERS 2 (USE 0.50'TO PROVIDE FOR BACKFLOW) N 41807 2854 CRANBERRY HIGHWAY SITE PLAN TOTAL LEACHING AREA 306.5 SQ.FT. STORAGE REQUIRED ABOVE WORKING LEVEL: 220 GAL. . EAST WAREHAM, MA 02538 TOTAL LEACHING CAPACITY 226.8 GAL./DAY STORAGE PROVIDED ABOVE WORKING LEVEL: 312.5 GAL. 508-273-0377 SCALE: 1"=20' ' '7 fQ Drawn By: BMB Designed By: BMB 7Checked By: JLC Job No.:514 PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) i FINISH GRADE OVER CHAMBERS = 19.25' - 20.33' GENERAL NOTES TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN 12.90' 6" OF FINISH GRADE ON INLET AND OUTLET REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION --- - ELEV.= FINISH GRADE OVER D-BOX= 19.0' 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE @FND. EL.= VARIES FINISH GRADE OVER TANK EL.= 12.4' 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20" MIN. ACCESS COVER (TYPICAL FOR 3) 36"MAX i TOP OF SAS - 17.83' PLACE RISERS ON ALL CHAMBERS OF HEALTH AND THE DESIGN ENGINEER. . 36"MAX. rh" MIN. TO 6"OF FINISHED GRADE 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2" PVC IN FROM I 4" PVC OUT TO 17.00, f S"MAX• BREAKOUT EL = 1 7.50' BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PUMP CHAMBER + LEACHING FACILITY 4"SCHEDULE 40 PVC 2"SCH. 40 -- -- 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS a, 2" DROP MIN. TO D-BOX -' SLOPE Cy 2%min 3" DROP MAX. --- --- -- -- - _._ THAN ELEVATION = 17.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. o I ALARM ON 9.90' 0 O o00 '� O 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 0.40'�7 U o Gbo , 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 11 .65' LIQUID 10. 5' UMP ON - o0 D O D O 0 0 0 0 0 7. IN LEVEL o LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING 3 1' I P 17.32' 6" 1' 17.15' 2' o o� = = = o� N PLACE PRIOR TO NSPECTWHEN SYSTEM IS NEARLY OION.LETE AND SYSTEM IS ODY FOR T TO BE BACKFILON.ALL LE WITHOUTF FIRST BE o0 0 0 oo OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 6"CRUSHED STONEOUTLET OVER MECHANICALLY o0 0 - o 0 8. ELEVATIONS BASED ON ASSUMED DATUM OF 11.66' N.G.V.D. TEE INLET TEE COMPACTED BASE GAS BAFFLE r!CRUSHED STONE BAFFLE 4' - 8.5' 4 4, FROM TOP OF MAG NAIL AS SHOWN ON PLAN. OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX 25.0' 4.9' 4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE (NP') THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE BASE. FIRST TWO FEET OF OUTLET 15.00' GROUND WATER ELEV= 6.36 12.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY � �_ �� � PIPES TO BE LAID LEVEL. DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 1.Z_ WIDTH�_ DEPTH �_ 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE ---_ -- TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CROSS SECTION VIEW 2 - 500 GAL. CHAMBERS STRUCTURES SHALL BE MADE WATERTIGHT. COMBINATION 1500 GALLON SEPTIC TANK/ 5' MIN CHAMBER END VIEW TYPICAL CHAMBER PROFILE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING500 GALLON PUMP CHAMBER H-20 DISTRIBUTION BOX DET/\ 1I_ SUCH DETERMINATION OMAP APPROPRIANT TE TO OBTAINCHAMBER D E TA i I . S SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. i NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH NOT TO SCALE NOT TO SCALE - NOTES: �� °�•"' ' TF ST F)IT DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. 1. THE SEPTIC SYSTEM DESIGN PLAN FOR 248 LAKE ` `4 + 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND ( ) ' "' INSPECTOR: Dave Stanton FINES. ELIZABETH ROAD IS NOT PART OF THIS PERMIT, BUT •WILL BE FILED UNDER SEPARATE PERMITS SOIL EVALUATOR: Bradley M. Bertolo (2.)AT TIME OF SURVEY, STANDING GROUNDWATER _ DATE: October 20, 2004 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES WAS FOUND AT EL. 6.36' ♦ TEST PIT#: 1 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN (3.) EASEMENT SHOWN ON PLAN ENTITLED "PLAN OF b �, ELEV TOP= 20.00' COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN LAND SHOWING EASEMENT TO BE CREATED" �¢T ELEV WATER = < 10.00' ACCORDANCE WITH 310 CMR 15.255(3). MAP 227 LOCATED AT#251 LAKE ELIZABETH DRIVE, TO BE . �I} nr PERC RATE _ <2 MIN/IN PARCEL 9 RECORDED AT THE BARNSTABLE COUNTY ♦P V �� �N 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES REGISTRY OF DEEDS DEPTH OF PERC = 36"-54" FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. N/F " �', • TEXTURAL CLASS: 1 CHRISTIAN CAMP MEETING "' • 16. PROPOSED PROJECT IS LOCATED WITHIN: ASSOC. . 4y 1 , ♦ ► ASSESSORS MAP# 227 PARCEL# 39 w 0" 20.00' ♦� • + Loamy Sand FEMA FLOOD ZONE C � ,,�,- • 7" 10YR 3/2 19 42' AS SHOWN ON COMMUNITY PANEL# 25001 0008 D PERMANENT �. • • 17. OWNER OF RECORD: SEAN P. LAHEY SEPTIC SYSTEM EASEMENT +•••• �"' "'� 1C�� ♦ Loam Sand EXCLUSIVE FOR •• �• '+ ••• � � B 10YR 5/6 ADDRESS: 45 THEODORE FREMD AVENUE l• •• • RYE, NY 10580 M ' 246 LAKE ELIZABETH DRIVE •� • • • • • / 598 S.F.t(SEE NOTE 3) ' �' � � : _•,._,• .�!.. p 30" 17.50' 18. PLAN REFERENCES: .•• ::. • II • - / F-M Sand 1. PLAN BOOK 131, PAGE 145 II C-1 2.5Y 5/4 2. PLAN BOOK 24, PAGE 1 ,'L / / / J -- r 'B, •� M 36"" = , 15% Gravel 17.00" 3. PLAN BOOK 155, PAGE 151 Perc. 40 16.67' 4. PLAN BOOK 326, PAGE v ryry / / ,�c�jC,'/ �O -�� o ) 7 r 54" c` 15.50' S. PLAN BOOK 118, PAGE 33 13 C ♦ 6. PLAN '?`)04: ^21, PAGE 47 Cb �/-� / ( '/� Sand � B.M. • 2 5'Y 6/3 7. LAND COURT PLAN 14379-A #251 Top Mag Nail �kf .. _ C-2. 1Q nr-r-n PcF r, n �F �. ,/� Q Elev. = 11.66' 1. DEED BOOK 8596, PAGE 95 EXISTING / / „ / aN.G.V.D. TABERNACLE 20. IN ACCORDANCE TO 310 CMR 15.401 - 15.404, THE FOLLOWING LOCAL UPGRADE LOCUS PLAN APPROVALS ARE REQUESTED: 2-500 GALLON MAP 227 (1)A 10.0'VARIANCE (10.0'-0.0')FOR THE SETBACK FROM THE SEPTIC TANK TO THE LEACHING CHAMBERS / �o SCALE: 1" - 1000' N Encountered / / PARCEL 37 120 10.00' PROPERTY LINE. - DISTRIBUTION BOX / // _ - _ ( A 10.0 VARIANCE 10.0 3.1 FOR THE SETBACKFROM THE SEPTIC TANK TO THE / / A• N/F LYONS -- - - - INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE 2)FOUNDATION OF#246 LAKE ELIZABETH DRIVE. CB-DH WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX (3)A 10.0 VARIANCE (10.0 -5.1 )FOR THE SETBACK FROM THE SEPTIC TANK TO THE TP 1 / - / � // (FND/HELD) FOUNDATION OF#248 LAKE ELIZABETH DRIVE. 20x0 � •,,�`�' / f z, U CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER INSTRUMENTS. 21. THE FOLLOWING LOCAL VARIANCES ARE REQUESTED: Nit) �'Tz NEMA 4 JUNCTION BOX CORROSION RESISTANT$ HOISTING CABLE 7 x 19 STAINLESS STEEL (1)A 60.9'VARIANCE (100.0'-39.1') FOR THE SETBACK FROM THE SEPTIC TANK TO THE fi A / ��� `��� LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8"DIA. / 1,760 LB. STRENGTH -WETLAND_ o Fxv'•? 00 � z CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT, r s" `? 'i / �� ° JOINTS TO BE MADE WATERTIGHT 2-BALL VALVE w/UNIONS SCH. 80 PVC LEGEND t5- / 10 / /' GEORGE FISHER CO. MODEL NO. 560 sic 7 10" / 101 x7 i �'r, / / 4248 kn = 3" EXISTING SPOT GRADE 'P 40 MIL. / / l"'r it �= \ EXISTING Vll.:I _ 2"SCH. 40 TO D-BOX - - -100 - - - - EXISTING CONTOURS \ GEOMEMBRANE S 1'`5- / / / % . DWELLING � "SCH. 40 TEE w/CLEAN-OUT CAP LINER TOP / / / _�� / / ,� Ci i / in ALARM 102 PROPOSED CONTOURS AT EL. 18' / \. \ ` /`L�`/ a 11• /�'` �� g"� '^ IRON PIPE MP ON b 102 PROPOSED SPOT GRADE - FND/HELD (V " #246 y PUMP 2 BALL CHECK VALVE SCH. 80 PVC 100 ` / , ( ) P.S.I. FLOWMATIC MODEL No. 208S E/T/C EXISTING OVERHEAD UTILITIES \ - sO. Y�, 4 '1�' / / /� - EXISTING / LA POST �' DWELLING / s 1a� R ;% - Op/`'` .x ^/�,�' C/ ./ F=12.90' �' E WFTA MAP 227 M " ------ W - ----- EXISTING WATERLINE 1 3� -" � k,Y ,1�/ / QQ ��, - (2)WIDE ANGLE CONTROL FLOATS / 8• � � ! s• � •- / (� PARCEL 38 (BARNES 073618) 1/4 WEEP HOLE IN DISCHARGE PIPE ��w r 1 I �� O J _ 3 2"SCH. 40 PVC DISCHARGE PIPE TEST PIT LOCATION 1; ti Sl I ��, QQ DECK 9� 2,065 S.F± 1: PUMP ON/OFF 120 ACTIVATION - ( Aw h ' O S `� 2: ALARM ACTIVATION -,,� .gyp O/ �� BARNES SE411 PUMP .4 H.P. 115 V 2" O O O PROPOSED 2000 GAL. H-20 SEPTIC TANK WITH PUMP yfA4 I' 4• E Cam, \ so�q�fi WFT •� P 227 DISCHARGE PASSING 1-1/2" SOLIDS OR / �O MA EQUAL 4\124"y jj� �� 1 o�ti 4"SOLID SCHEDULE 40 PVC PIPE PARCEL36 COMBINATION 1500 GALLON SEPTIC TANK/ MAP 227 N/F ❑ DISTRIBUTION BOX 500 GALLON PUMP CHAMBER ------- _ PARCEL 39 CHRISTIAN CAMP -___-_ 0 500 GAL. LEACHING CHAMBER MEETING ASSOC. Wf-" 2,227 S.F.t DESIGN DATA �Un ' / H� / NUMBER OF BEDROOMS 3 MAP 227 DESIGN FLOW 330 GAUBED. REV. _ DATE BY APP'D. _ __-- - DESCRIPTION / -2-COMPARTMENT 2000 GALLON BUOYANCY CALCULATIONS PARCEL 40 H-20 SEPTIC TANK WITH PUMP TOTAL DESI3N FLOW 330 GAUDAY SEPTIC/PUMP CHAMBER: PROPOSED SEPTIC SYSTEM UPGRADE N/F RYAN SEPTIC TANK PREPARED FOR: -EXISTING wATERLINr_ HIGH GROUNDWATER EL.=6.36' BOTTOM OF PUMP CHAMBER EL. =5.65' SEAN P. LAHEY DESIGN FLOW X 200 % = 660 GALLON SEPTIC TANK WATER DISPLACED= (6.36'-5.65')x 6.5 x 12.0 = 55.38 C.F. WEIGHT OF DISPLACED WATER = 55.38 C.F. X 62.4 LB/C.F. = 3,456 LBS. USE 1500 GALLON SEPTIC TANK(MINIMUM PER TITLE V) WEIGHT OF H-20 2000 GAL. SEPTIC/PUMP CHAMBER =22,000 LBS. SOIL COVER = (12.4'- 11.65')x 6.5 x 12.0 =58.50 C.F. LOCATED AT INSTALL 2- 500 GAL. CHAMBERS WEIGHT OF SOIL ABOVE CHAMBER= 58.50 C.F. X 120 LB/C.F. = 7,020 LBS. 29,020 LBS. > 3,456 LBS. (ACCEPTABLE) 246 LAKE ELIZABETH DRIVE SIDEWALL CAPACITY DOSING & STORAGE REQUIREMENTS CRAIGVILLE, MA 02636 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25.0' + 12.9')(2 ) ( 2' ) ( .74 GPD/S.F.) = 112.2 GAUDAY DESIGN FLOW: 330 GPD - ------ ----- --- - - BOTTOM CAPACITY DOSING REQUIRED: 4 CYCLES /DAY SCALoE: 1 ;NCH =20 FT. 40 DATE: OCTOBER 20, 2004 80 � (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY 330 GPD/4 =82.5 GAUCYCLE (25.0'x 12.9') .74 GPD/S.F.) = 238.7 GAUDAY DISTANCE REQUIRED BETWEEN PUMP PREPARED BY: TOTALS: ON AND PUMP OFF FLOATS: �� ss JC ENGINEERING, INC. TOTAL NUMBER OF CHAMBERS 2 82.5 GAUCYCLE = 125 GAUFT = 0.66 FT/CYCLE �,,C'' 2854 CRANBERRY HIGHWAY SITE PLAN TOTAL LEACHING AREA 474.2 SQ.FT. (USE 0.80'TO PROVIDE FOR BACKFLOW) ,�r EAST WAREHAM, MA 02538 TOTAL LEACHING CAPACITY 350.9 GAL./DAY STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. 508-273-0377 SCALE: 1" =20' STORAGE PROVIDED ABOVE WORKING LEVEL: 338 GAL. o. Drawn By: BMB Designed By: BMB Checked By: JLC Job No.:514 JOB NO. B01-13 / , Garcia2.dwg / i Conc. Bound/drill hole Q' BENCH MARK TOP PK NAIL SET / �� found & held for lot corner w a IN PAVEMENT — 11 . 83 NGVD29 ' 11 . 6 � NJ F � o Centerville BENCH MARK- - TOP PK NAIL SET /� � � x 1 1 . �_ LYONS & BRADY O ALE O IN PAVEMENT = 12. 49 NGVD29 SC rya 0 12 . 5 9 x NO 2 zo x 9 . 6 � Crai vile x / PUMP & CLEAN i' ' 9 . 9 x 8 . 5 ed�'e LOCATI ON M AP (SEE PAGE 2) ��' x 12 . 7 ��/ 204 �0 ��, , T,� a HAND HOLE 1 o c x 8 . 2 y 9/27/01 �� O� 8 . 4 / / _a'� S 1, DEPTH (inches) ELEV.(feet) r 00 9 6.35 \ \ 0 observed water / 13 . 6 , 07 . 4 14, 7 . 0 16/ 9 TO HH 1 14. /�� 1 x 1 � . . �' N F 13 . 7 ��' /x CH R I STI AN CAMP MEETING ASSOC. / o /' � � � . . . � � � , LOT 203 7 . 0 ,,/ THIS LOT LINE LOCATION ESTABLISHED x /I 7 . 2 ' J ` 7 7 / IN DEED BK. 674, PG. 95-96: (rec. 7/9/47) x 15 • 0 �� �� ` ��\ , / "Meaning and intending to convey lot No. 204 THIS LOT LINE 1 0 with the cottage thereon as now situated so LOCATION NOT x 7 that the dividing line between lots No. 203 \� �� and 204 shall be an equal distance from x 6 . 8/ DETERMINED / / I `x 3/ the sides of each cottage as they face I x g o x 7 . 3 each other." ' � N F x ' g \� BLOMSTROM 15 . �� � Conc. Bound/drill hole I SITE PLAN found & held for road line FOR LEGEND E .GEORGE E GARCIA JR . THIS PLAN IS A VALID COPY ONLY IF IT BEARS , AN ORIGINAL RED STAMP AND SIGNATURE. ljo- HH 1 HAND HOLE LOCATION, NUMBER LOT 203, 246 LAKE ELIZABETH DRIVE, CRAIGVILLE, MA W WATER LINE MARKINGS �tNOFIv�gS �ZN�FMAS OE OVERHEAD ELECTRIC WIRES ��� NALDS9cy� ��° RONA D cyp APRIL 16, 2002 SCALE: 1 "= 10' AM o A x 9. 5 1111 .0 EXIST. & PROP. ELEV. ('X' =POINT) ADI I 35779 RONALD J. LS RS �� g---- PROPOSED CONTOUR EXISTING CONTOUR ��GISTE �q° ESs�00 CADILLAC,' ' S'4NITAR\�' SURVE PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN hlIZ P.O. BOX 258 � UTILITY POLE (IF SHOWN) WEST YARMOUTH, MA 02673 (508) 775-9700 REV. 4/17/02--NOTES ADDED FOR BOARD OF HEALTH HEALTH AGENT APPROVAL DATE ©2002 BY R.J. CADILLAC PAGE 1 OF 2 Clop`1 -1 ,it c^N �, �y ��y REMEDIAL GREYWATER DESIGN BEDROOMS: 3 EXISTING CESSPOOL GARBAGE GRINDER: NO SEPTIC TANK: N/A—REMEDIAL USE REQUIRED CAPACITY: (330 GPD X .6) 198 GPD TO BE USED FOR GREYWATER CAPACITY OF EXISTING CESSPOOL: 59.4 GPD BOTTOM AREA: (3.5' X 3.5' (3.14) 38.5 S.F. SIDE AREA: [7' X 3.14] 1 .9' 41 .8 S.F. NVERT = 9. 6 [38.5 S.F. + 41 .8 S.F. X .74 GPD/S.F.] MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: PI EASE NOTE THESE VARIANCES ALLOW AN EXISTING CESSPOOL TO CONTINUE // \\ OTTOM = 7. 7' USAGE FOR GREYWATER ONLY. (SEE DEP DOCUMENT 'THE USE OF COMPOSTING / \ TOILETS IN MASSACHUSETTS' DATED MARCH 15, 1999--REMEDIAL USE) 1. VARY VERTICAL SEPARATION TO WATER BY 4' (1 ' PROVIDED). 310 CMR 15.212 (b). (SEE ALSO 15.289 2. b.) From House No. 246 — \\ \ 2. VARY CAPACITY OF GREYWATER LEACHING BY 70% (30% PROVIDED). \\ \\ 310 CMR 15.289 (2) (SEE ALSO 15.242) 3. VARY SEPARATION TO ADJACENT CESSPOOL BY 11' (3' PROVIDED). , I 310 CMR 15.253 (1) (c) 6 I 4. VARY LEACHING TO A WETLAND BY 12' [62'] (38' PROVIDED) VARY LEACHING TO A LOT LINE BY 10' (0' PROVIDED). VARY LEACHING TO CRAWL SPACE BY UP TO 5' �5' PROVIDED Not connected to Adjacent Cesspool" I I 310 CMR 15.211 (1) & [LOCAL REG.] & €POLICY Does not appear to be active. I I I I i DESIGN NOTES: I I I I I I i i I 1 . OWNER TO REDUCE NUMBER BEDROOMS FROM 4 TO 3, AND RE— CORD THE CORRESPONDING DOCUMENT AT REGISTRY OF DEEDS. Observed Water = 6 . 7 (4/09 /02) 2. REMOVE CONVENTIONAL TOILETS AND REPLACE WITH Observed Water = 6 . 35 ( 9127101 ) HUMUS/COMPOSTING (H/C) TOILETS. 3, ANY LIQUID BY—PRODUCTS AND SOLIDS FROM FROM H/C TOILETS TO BE REMOVED BY LICENSED SEPTAGE HAULER. H/C SYSTEM TO BE CAPABLE OF STORING SOLIDS FOR SIDE VIEW TWO YEARS.74. APPROVAL OF ABOVE LISTED MAXIMUM FEASIBLE COMPLIANCES PUMP AND CLEAN CESSPOOL WHEN yy IS REQUESTED AS THE BEST AVAILABLE SOLUTION: HUMUS/COMPOSTING UNITS ARE 1 29 A. THE ONLY ALTERNATIVE IS A TIGHT TANK. INSTALLED. REMOVE MUCK LAYER B. WHEN SEWER BECOMES AVAILABLE, LOCUS MUST BE TIED IN. AT BOTTOM OF CESSPOOL AND REPLACE WITH CLEAN MEDIUM TO COARSE SAND TO SAME ELEVATION. SITE PLAN FOR GEORGE E . GARCIA , JR . **Deed Book 1366, Page 866 LOT 203, 246 LAKE ELIZABETH DRIVE, CRAIGVILLE, MA George E. Garcia Sr & Alice M. Garcia ZNOF OFAq To Calvin K. Henderson & Irmgard S. Henderson 'S�� RONALDS9cy R LDS9cy APRIL 16, 2002 SCALE: 1 »= 2' recorded 5/24/67 grants the owners of Lot 204 o Es A L the rights to use the cesspool on Lot 203: � o �o� RONALD J. CADILLAC, PLS, RS . ..together with the right to use the present G tST��` EssN°oe- cesspool located on other land of the grantors SgNIrAR\P ° SUR\E PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN shown as Lot 203 on the aforementioned plan." (� �dZ P.O. BOX 258 WEST YARM OU TH, MA 02673 (508) 775-9700 REV. 4/17/02--NOTES ADDED FOR BOARD OF HEALTH OC 2002 BY R.J. CADILLAC PAGE 2 OF 2 i BOOK-55(( �_P„GEt r /.�i. ,!�/ I—Illy NW Me pmpeAr leas st o—on IMs plc.a`, • the es dr� nd ng ex"ownerstVs.a the Ies m of ! \ ' IN9h 00 21 P 3:411 the shook and ways shown ate eras ofpt W or prrvafe stmafs of ways aseady asteWEshed and dat no hi i.>TJ 9L F.CDUti I: new es b s y dk of e—&V ownersMp or br taw kF-..;\ I .£:• Js� rc r- wasamsnrn. It K r •4 1 / I ceraN that fMs plan has Kenn Mnpamd m oonlomNy w#h the Imes and mgrMhow of the Re{gslers o/Deeds of fhe r of Mast Whets MAP 227 PARCEL 9 ! \ Or CHRISTIAN CAMP MEETING ASSOC 'z' 4 /itiLD0 FOR L INE) PROFESSIONAL LAND SURVEYOR PATE EXISTING PERMANENT ' TAIIERNACLF SEPTIC SYSTEM EASEMENT �Jn MAP 227 LOCUS PLAN EXCLUSIVE �� / � PARCEL 37 -- 248 LAKE ELIZA DRIVE '4p /• SCALE 1'=1OW /r` 2.409 S F / �\ NIN MICHAEL J L VON.S S 47 / � DEED SK 10126.PG 32 DMELD) ` PERMANENT /SEPTIC SYSTEM EASE'OFNT ` A L r , EXCLUSIVE FOR/ I 248 LAKE ELIZABETr ORIVF y^`� ^rp �A{- () c -- � 2,59115.E �/ 47• _ �` 'f EXISTING DWELLING / 1 /;��1 fi IRON PIPE (FNDMELD) IS EXT IfNG M1 49 '.2� -� DWELL II [MAP 227 PARCEL 3 2,065SF m 4 -DH(FND) \ / / MAP 227 y PARCEL 40 - MAP 227 MAP 227 DETAIL-A / // wF PARCEL 39 N T S KEVIN RYAN PARCEL 38 CAROL A.BLOMSTROM /� 2,227 S F>; ME DEED BK 6925.PG 324 CHRISTIAN CAMP GRAPHIC SCALE MEETING ASSOC '(SEE DETAIL-A) m o w to w i I inch - 20 It OWNERS OF RECORD: PARCEL 38 PLAN OF LAND SHOWING 248LAKE ELIZABETH DR PRTNRs,LLC wGTON 16 wwsHGrpN sTRFFT FOR REGISTRY USE ONLY EASEMENT TO BE CREATED DEED 8KM27591..PPG-13 -- _ --- AT PARCEL 39 #251 LAKE ELIZABETH DRIVE 92°HRCHSTREET IN CRAIGVILLE, MA ��95 PREPARED FOR PARCEL 9 CHRISTIAN CAMP MEETING ASSOCIATION f1 LAKE SCAMP MEETING Assoc. 25 LAKE ELIZABETH DRIVE PREPARED BY- CRAIGVILLE.MA 02636 JC ENGINEERING.INC. PLAN REFERENCES. 2854 CRANBERRY HIGHWAY -Paw BOOK 24. PAGE i PLAN BOOK 112.PAGE EAST WAREHAM,MA 02538 PLAN BOOK 131,PAGE 145 SCALE:1'=20' JULY 21,2004 Pt AN BOOK 147,PAGE 131