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Home My WebLink AboutCORRESPONDENCE (7) TOWN OF NORTH ANDOVER NoarN Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET;BUILDING 20; SUITE 2-36 "'+ . •'+ NORTH ANDOVER,MASSACHUSETTS 01845 Susan Y.Sawyer,REHS/RS 978.688.9540—Phone 978.688.8476—FAX Public Health Director E-MAIL:healthdept(a,townofnorthandover.com WEBSITE:httn://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: !b l T"ff NOM AN120WA Site Location: Engineer: �- ke-i y) - �UC r n New Plans? Yes--.V-/—$225/Plan Check# (includes I"submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No JY_ r!�jo Z_-&vn 1 �po°4 Pyet �5 gL,6m�ft� �v of�r� Local Upgrade Form Included? Yes Nom_ .� �. OrN Telephone#:_q t) -cltb- 4 p Fax#: E-mail:_ beery huh a5'S�f.Cam Homeowner Name: Windt 05h 1�rrrl �I�PrQOut'1!/ OFFICE USE ONLY When the sub sion is complete(including check): ➢ Date stamp plans and letter ➢ `Complete and attach Receipt ➢ `"Copy File;Forward to Consultant ➢ r/ Enter on Log Sheet and Database W/�R® Howard/Stein-Hudson Associates, Inc. T�NSMITT1-�I. �N 38 Chauncy Street N Boston,Massachusetts 02111 t 617.482.7080 ASSOCIATES (617.482.7417 x Via Courier ❑ Via Overnight Mail ❑ Via Mail To: North Andover Board of Health Date: April 30,2010 Project: Windrush Farm Therapeutic Septic System HSH Project No.: 2009181 From: Thad Berry WE ARE TRANSMITTING THE FOLLOWING: ❑Report x Drawings ❑ Diskettes ❑ Correspondence ❑Other: Copies Date Description 3 4/28/10 Septic System Design—Repair Windrush Farm Therapeutic Comments: Soil report and logs have previously been submitted to the B.O.H. MAY AN10 TM O NO"m ao•b� cc: 1 copy to Windrush Farm Therapeutic W i, 1 PAR ENT Signal e Z:\MASTERS\FORMS\HSH\Transmittal—covcr—shect.doc i No. FEE COMMONWEALTH Of MASSACHUSETTS Board of Health, Cori- And ua,Y ,MA. APPLICATION FOR DISPOSAL SYST NT CONSTRUCTION PERMIT Application for a Permit to Construct Repair( Upgrade( Abandon( - ❑Complete System ❑Individual Components Location Owner's Name i f Map/Parcel# QUA VoV & Address S® Lot#6j Telephone# Installer's Name Designer's Name f st. 'n— ' Address Address, , OL-rdaosf `I , MA, Telephone# Telephone# CJ-7 _ 5 a. S3 2� Type of Building 1 f ` Lot Size °� sq.ft. Dwelling-No.of Bedrooms :5 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures ^^ Design Flow (min..required) ,^ � gpd Calculated design flow ��/� Design flow provided 550 gpd Plan: Date / ��( Number of sheets 5 Revision Date Title- C:;t�t7o h S v-d t } Description of Soil(s) iJ t{) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation 0E /A06 I0 DESCRIPTION OF REPAIRS OR ALTERATIONS I�i C°� <-' � 1 ril.�t Vgfe ry\ MV Ilk Ax,1.6) 8" d The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to plac e s mop r n until a Certificate of .ompli ce has been issued by the Board of Health. Signed Date Inspections No. COMMONWEALTH OF MASSACHUSETTS FEE Board of Health, ,MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete Svstem ThP Commonwealth of Massachusetts City/Town of North Andover Local Upgrade Approval a r Form 9B LAM sV•V`'V ',,',,. DEP has provided this form for use by local Boards of Health if they choose to do so. The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided to the system owner. A. Facility Information Important:When filling out forms 1. Facility Name and Address on the computer, use only the tab Windrush Farm Theraputic key to move your Name cursor-do not 470 Lacy Street use the return Street Address key. North Andover MA 01845 r� Cityrrown State Zip Code 2. Owner Name and Address(if different from above): 30 Brookview Road Name Street Address Boxford MA City/Town own State 01921 Zip Code Telephone Number 3. Type of Facility (check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Design flow per 310 CMR 15.203: 550 gpd 5. System Designer: Thad Berry Name ® PE E] RS 911 Main Street Wilmington 01887 Address City/Town State,ZIP B. Approval 1. Local Upgrade Approval is granted for: ❑ Reduction in setback(s)—specify: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction 470 Lacy Street,plan date August 5,2010 Local Upgrade Approval* Page 1 of 2 Commonwealth of Massachusetts City/Town of North Andover Local Upgrade Approval Form 9 B. Approval (continued) Reduction in separation between the SAS and high groundwater: Separation reduction ft Percolation rate min./inch Depth to groundwater ft ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater ® Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test List local variances granted not requiring DEP approval per 310 CMR 15.412(4): List variances granted requiring DEP approval: North Andover Health Department Approving Authority Susan Sawyer, Health Director ,r August 10, 2010 Print or Type Name and Title Signature °' , Date 470 Lacy Street,plan date August 5,2010 Local Upgrade Approval* Page 2 of 2 Commonwealth of Massachusetts City/Town of North Andover A, a Application for Local Upgrade Approval m°wA CEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Facility Information Important:When filling out forms 1. Facility Name and Address: on the computer, use only the tab Windrush Farms Theraputic key to move your Name cursor-do not 470 Lacey Street use the return Street Address key. North Andover MA. 01845 ,Q City/Town State Zip Code 2. Owner Name and Address (if different from above): renrn - -------------- ----- Name Street Address City/Town State Zip Code Telephone Number 3. Type of Facility(check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: Residence for Farm manager and his family. 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): Enviro-Septic Wastewater Treatment System by Preseby Environmental, Inc t5form9a•rev.7/06 Application for Local Upgrade Approval, Page 1 of 4 Commonwealth of Massachusetts City/Town of North Andover Form 9A ® Application for Local Upgrade Approval a DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: 550 gpd Design flow of proposed upgraded system 550 gpd Design flow of facility: 550 gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): ❑ Voluntary ❑ Required by order, letter, etc. (attach copy) ® Required following inspection pursuant to 310 CMR 15.301: Dec 3 2009 date of inspection 2. Describe the proposed upgrade to the system: A new 41.4'x 32' Enviro-Septic Wastewater Treatment System by Preseby Environmental, Inc 3. Local Upgrade Approval is requested for(check all that apply): ❑ Reduction in setback(s)—describe reductions: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction ❑ Reduction in separation between the SAS and high groundwater: Separation reduction ft Percolation rate min./inch Depth to groundwater ft t5form9a•rev.7/06 Application for Local Upgrade Approval* Page 2 of 4 Commonwealth of Massachusetts City/Town of North Andover Form Application rl M DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater ® Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluatormust be a member or agent of the local approving authority. High groundwater evaluation determined by: Evaluator's Name(type or print) Signature Date of evaluation C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: Final system layout falls on one of the two deep holes excavated on site. Deep hole locations were determined in the field to minimize impacts to exisitng horse paddocts, access roads and to avoid site lighting. 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: A new 41.4'x 32' Enviro-Septic Wastewater Treatment System by Preseby Environmental, Inc is being used. t5form9a•rev.7/06 Application for Local Upgrade Approval* Page 3 of 4 Commonwealth of Massachusetts City/Town of North Andover a Form 9A Application f for Local Upgrade Approval M DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: The other on site system services the offices and facility. 4. Connection to a public sewer is not feasible: There is no public sewer in this area. 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ® Application for Disposal System Construction Permit ® Complete plans and specifications ® Site evaluation forms ® A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): the abbutters is Windrush Farm and the Trust for the remaining land. D. Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deliberate violations." Facility Owner's Signature Date Print Name Thad D Berry 8/10/2010 Name of Preparer Date 911 Main Street Wilmington Preparer's address City/Town MA. 978-500-8419 State/ZIP Code Telephone t5form9a•rev.7106 Application for Local Upgrade Approval* Page 4 of 4 a A ("GRAIN >((,,t' ioi,gs . IN tu(f C"IVE , � J�� C A SSOC IATGS '.... January 27, 2010 Town of North Andover Office of Community Development and Services Health Department 1600 Osgood Street,Building 20, Suite 2-36 North Andover, Massachusetts 01845 Re: Soil Reports, Windrush Farm Therapeutic Equitation 30 Brookview Road Boxford,Massachusetts Map 105A—Lot 10 HSH Job No. 2009181 Dear Sir or Madam: Howard/Stein-Hudson Associates is hereby submitting three copies of the soils report concerning the above-mentioned project for your review and records. The soil Deep Observation Holes and Percolation Test were located in the field by Donohoe and Pankhurst, Inc., and are shown in Figure 1. If you have any questions or concerns,please feel free to contact me at(617)482-7080. 1 Reg , had D. Berry, P.E. Senior Civil Engineer cc: Windrush Farms Therapeutic Equitation Howard/Stein-Hudson Associates,Inc. 38 Chouncy Street,911)Floor ® Boston,Massachusetts 021 1 1 ® C 61/A82.7080 m f:617.482.7417 ® www,hshossoc.com Haa aia"aaR/Stekw- sate en 363 >r x Show JOB #. 2009181 ;ee, r 's78 986.4aa 88 PAGE: 1- 5 FORM 11 - SOIL EVALUATOR FORM Commonwealth of Massachusetts SOIL SUITABILITY ASSESSMENT FOR ON-SITE SEWAGE DISPOSAL PERFORMED BY: Howard/Stein-Hudson Associates, Inc. - Thad.Berry WITNESSED BY: Mill River Consulting DATE OF TESTING: 01105110 Location Address or Lot# Owner's Name & Address 30 Brookview Road Windrush Farm.Therapeutic Boxford, MA 01921 30 Brookview Road Map 105A Vol. 10 Boxford, MA 01921 OFFICE REVIEW Published Soil Survey NO YES X Year Published N/A from MassGIS Publication Scale N/A Soil Map Unit N/A from MassGIS Drainage Class Soil Limitations Surficial Geological Report Available NO YES Year Published Publication Scale Geological Material (Map Unit) Landform Flood Insurance Rate Map Above 500-Year Flood Boundary? NO Lj YES Within 500-Year Flood Boundary NO YES Within 100-Year Flood Boundary? NO X YES Lj Wetland National Wetland Inventory Map(Map Unit) Wetlands Conservancy Program Unit(Map Unit) Current Water Resource Conditions (USGS) Month Range: Above Normal El Normal Below Normal Li Other References Reviewed New Construction 0 Repair Best Management Practice l� oakoms Vsnr JOB #: 2009181 Bomcn*toa^e B ram ImsK MA 0198 PAGE: 2— 5 wwevmrw�rAsha ss�o'txorn FORM 11 - SOIL,EVALUATOR FORM Commonwealth of Massachusetts Deep Hole Number: 1 Date: 0110511.0 Weather: 25 OF Cloudy Location(identify on plan): See Figure 2 Land Use: See Figure 2 Slope(%): See Figure 2 Surface Stones: See Figure 2 Vegetation: See Figure 2 Landform: See Figure 2 Position on Landscape See Figure 2 Distances From: Open Water Body: See Figure 1&2 feet Drainage Way: See Figure 1&2 feet Possible Wet Area: See Figure 1&2 feet Property Line: See Figure 2 feet Drink'g Water Well:See Figure 1&2 feet Other: See Figure 1&2 feet DEEP HOLE OBSERVATION LOO Depth from Soil Texture Soil Color ter: Surface Soil Horizon Soil Mottling (Structure, Stones,Boulders, inches (USDA) (Mansell) Consistency, %Gravel 011 - 12" A S.L. 10 YR 3/2 12'" - 26" B S.L. 7.5 YR 5/8 " 26" - 120" C F.S.F. 2.5 Y 6/4 @ 32 7.5 YR 4/6 Boulders- Large Rocks Receiving Layers: C, Design Class: II Parent Material(geological) Glacial Till Depth to Bedrock: --- Depth to Groundwater: --- Standing Water in the Hole: --- Weeping from Pit Face: --- Estimated Seasonal High Ground Water: @ 32" 7.5 YR 4/6 New Construction X Repair Best Management Practice iii ^ri YvaIWd/ Wn-Hudson i% dafe Inc. Buse n JOB #: 2009181 a a8.986..�688 PAGE: 3- 5 !,, ` °�' ° �" �" FORM I I - SOIL EVALUATOR FORM Commonwealth of Massachusetts Deep Hole Number: 1 Date: 01105110 Weather: 25 OF Cloudy Location(identify on plan): See Figure 2 Land Use: See Figure 2 Slope(%): See Figure 2 Surface Stones: See Figure 2 Vegetation: See Figure 2 Landform: See Figure 2 Position on Landscape See Figure 2 Distances From: Open Water Body: See Figure 1&2 feet Drainage Way: See Figure 1&2 feet Possible Wet Area: See Figure 1&2 feet Property Line: See Figure 2 feet Drink'g Water Well:See Figure 1&2 feet Other: See Figure 1&2 feet DEEP DOLE OBSERVATION LOG ept rom Soil Texture Soil Color t er: Surface Soil Horizon (USDA) (Munsell) Soil Mottling (Structure, Stones,Boulders, inches) Consistenc %Gravel 011 - 12" A S.L. 10 YR 3/2 1211 - 2611 B S.L. 7.5 YR 5/8 32" 26" - 120" C F.S.F. 2.5 Y 6/4 @ 7 5 YR 4/6 Boulders-Large Rocks Receiving Layers: Cr Design Class: 11 Parent Material(geological) Glacial Till Depth to Bedrock: --- Depth to Groundwater: --- Standing Water in the Hole: --- Weeping from Pit Face: --- Estimated Seasonal High Ground Water: @ 32" 7.5 YR 4/6 New Construction Repair Best Management Practice y a a rd/Ste n-Hudson oflon,sNeee JOB 4: 2009181 PAGE: 4- 5 FORM 1.1 - SOIL EVALUATOR FORM Commonwealth of Massachusetts DETERMINATION FOR SEASONAL HIGH WATER TABLE Test Hole Number: 1 &2 Method Used: Depth observed standing in observation hole inches Depth weeping standing in observation hole inches X Depth to soil mottles See Soil Logs inches Groundwater adjustment feet Index Well Number: Date: Index Well Level: Adjustment Factor: Adjusted Ground Water: Depth of Naturally Occurring Pervious Material Does at least four(4) feet of naturally occuring pervious material exist in ALL observed soil observation proposed for the soil absorption system? Yes If not,what is the depth of naturally occuring pervious material? Certification I certify that on May 1996 I have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise, and experience as described in 310CMR 15.017. Signature Date 1/6/10 Comments: New Construction Repair Best Management Practice � ww ¢jrd/Ste4u- udson 0,10n y,p,,O JOB#: 2009181 . . 9 PAGE: 5- 5 FORM 12-PERCOLATION TEST Commonwealth of Massachusetts PERCOLATION TEST Location, Address, or Lot No. DATE: 01105110 TIME: 10 a.m.to 2 p.m. Observation Hole# #1 Depth of PERC 50" Start Pre-Soak 10:18 End Pre-Soak 10:33 Time @ 12" 10:33 Time @ 9" 12:09 Time @ 6" 1:45 Time Elapsed(9" to 6") 96 Min. PERC Rtae(minutes/inch) 32 Min./inch *MINIMUM OF 1 PERCOLATION TEST MUST BE PERFORMED IN BOTH THE PRIMARY AREA AND RESERVE AREA. Site Passed Site Failed Performed By: Howard/Stein-Hudson Associates,Inc. - Thad Berry Witnessed By: Mill River Consulting Comments: PERC# PERC # 33" c . p' 50" n..'- 17" b ° Elti.t5. 9.c G .. .. b•.... fin.. o o _., ..... New Construction X Repair Best Management Practice Associates, Inc. �i � 6,� I l f, 2 t 978986.4688 www.hsllassocv corn o ryt p s � p ,,., ,,,,,,,;rsn� M �'�..� ,„J ;,md "�,y Y. ”" d" "�.✓ ,,,, p � .. q, , °M," "'�,f`Y M a4 f m or g p9m Agf" dell, � y o 8 "q a � I ^^ n � s „„wr o ^^"' " ' d e % ............. ua ” �. p t n gt �� "✓' ., .d �,d n nine' AW Ij ^ „ y9 bu M Y „ w mod✓ h` ., r '� � i 6 � �. � .� ,�"^ k "� / �o wn8� � �"filY/i/'�f'"'r�en�: P B N' ^, A , �. 3 o i . °, ti ,�� } v i^ ^.^M "� �5. r" E 8.. %I OW" qy w n N w N � ,�"'"�'�'��• ,,.., � ....,� '� Po � (V N .,..„`w '., a ,.:� y ,. ^� ., :,.,�� i' w �� t .. � � i �I v w1 A FIGUp� I, �OCU5 MAC' SCALD: I”—1 0700' " A' I s os8fciieadte,sM, Iw 363 B&'1mon "See�1 .9 6, X38 983 wm n K\ �C v r \ @x,11, #2 w ,1d I r r-re'IC; #I l i � fl FIGUf2� 2, 501E T�5T1N�i LOCATIONS 5CA,�! I"=Iv 501 L BATA 255A WIN250p LOAMY 5AN12 5011. GROUP A O 1 O�5 MC�Nf SLOPE=S -421C CAN1'ON FINE; 5ANt2Y LOAM 501L 6I20Uf° 13 / 8 TO I5 MC�NT 5LOFE5 71IC CWL7'ON-WCK OUTCWP-HO[ LI5 SOIL G1ZOUP 13 COM'L�X 81'O I5 MPIC�Nf 5LOM5 elleChlale, Pamela From: Isaac Rowe [irowe @millriverconsulting.com] Sent: Friday, May 14, 2010 10:28 AM To: 'Daniel Ottenheimer'; Grant, Michele; irowe @millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 470 Lacy Street Attachments: 470 Lacy Street- Disapproval Letter 5-14-10.doc Susan, Please find attached the disapproval letter for the above referenced property. The design looks good for 5 page plan! Most of the comments are related to the newer BOH regulations. If the designer did not include the soil evaluation forms I would add that as a note. Also a LUA is required for only have 1 test pit in the proposed system area. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill Rives- Consulting 6 Sargent Street 1 S��cNUgE i Health Department May 14, 2010 Thad D. Berry Howard/Stein-Hudson Associates, Inc. 363 Boston Street Topsfield, MA 01983 Re: 470 Lacy Street(Map 105A, Lot 6) Dear Mr. Berry: The proposed wastewater system design plan for the above site dated April 28, 2010 and received on May 9, 2010 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. There is only one test pit in the area of the proposed leaching facility. A Local Upgrade Approval request is required (3 10 CMR 15.102). 2. Please provide the Local Upgrade Approval request as a note or chart on the design plan (NA 3.2). 3. Please provide a statement identifying if the property is within or not within the watershed of Lake Cochichewick (NA 3.2). k.,,' 4. The D-box is required to be H-20 loading (NA 3.2). .,.% 5. Please indicate by notation that all the D-box outlets shall be at the same elevation and laid level for the first two feet (3 10 CMR 15.232(3)(b-c)). 6. Please provide the designer certification statement on the design plan(NA 3.2). 7. A note indicating the proper abandonment of the existing system is required (3 10 CMR 15.354) (NA 3.2). 8. In accordance with the Enviro-Septic Massachusetts Design and Installation Manual, it appears that the breakout elevation for systems on a 0-10% slope is at the bottom of the system sand bed. This elevation is 6"below the invert of the Enviro-Septic pipe. The design plan indicates the high and low breakout elevations at 129.50' and 127.75'. The invert elevations of the high and low end pipes are indicated at 129.94' and 128.32'. Please explain why the invert elevations of the high and low end pipes are not 6" above the breakout elevations or bottom of system sand bed elevations 630.00' and 128.25'). 9. Please indicate the required maintenance for the Enviro-Septic leaching facility on the design plan. ............ 1600 Osgood Street HEALTH. DEPARTMENT Page 1 of 1 Building 20; Suite 2-36 E-Mail: healthdept @townofnorthandover.com North Andover,MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 10. Please provide the most recent DEP approval letter for the Enviro-Septic leaching facility that is proposed. 11. Two wells are shown on the property. It appears the well that is 10' from the dwelling is the potable water source. Please indicate the intended or existing use of the well shown approximately 35' southeast of the potable well. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, -Su Y. Sawyer,REHS/R� Public Health Director cc: Windrush Farm Therapeutic File o , Co i m o North Andover Wealth Departinent Community Development Division August 10,2010 Windrush Farm Therapeutic Attn: Marjorie V. Kittredge 30 Brookview Road Boxford,MA 01921 RE: Septic System I�esi�n, 470 Lacy Street, Nia� 105A lat 6 Dear Property Owners, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by ASB design group, dated, April 28, 2010. This approval includes the Health Department approval of a local upgrade for allowing the use of one deep hole test within the area of the proposed system instead of the required two deep holes. Please keep a copy of the attached document for your records. This design plan has been approved for use in the construction of an onsite septic system for a 5- bedroom house (maximum 11-room) and is valid for a period of two years from the date of this letter or from the date that the system failed a documented Title V inspection. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event of an imminent health problem, such as sewage backup into the dwelling, the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is subject to the following conditions: 1. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Constriction Permit shall not construe or imply compliance with any of the aforementioned requirement. 2. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit. 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you may have. Sincfely, 4 jSusan Y. awyer, RE /RS Public Health Director Encl: list of licensed septic system installers Cc: Thad Berry, ASB Design Group 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com plb Rra " - .:... A Buf i 120 MAIN ET TEL. 682-6483 �9SSgCHUSEt�� NORTH ANDOVER, MASS. 01845 Ext. 32 J _ Minutes: October 221 1992 Lacy Street - Windrush Farm: Mrs. Starr stated that the owner, Marge Kittredge wants to put on a small addition which will require a septic system. Mrs. Starr needs the Board approval to accept the water tests done out of season on August 26, 1992 . Mrs. Starr explained that Mrs. Kittredge put in an indoor riding arena and now wants to put a small addition for an office. Mrs. Starr believes there is no potential problem. On a motion by Mr. Osgood, seconded by Dr. Rizza, the Board voted unanimously to accept the soil tests and deep holes done out of season on August 26, 1992. HAYES ENGINEERING, INC. 603 SALEM STREET WAKEFIELD, MA. 01880 Tel: (781) 246-2800 Fax: (781) 246-7596 June 13, 2011 Ms. Susan Y. Sawyer, REHS/R.S. Health Department > 1600 Osgood Street No. Andover, Ma. 01845 Re: Septic system design plan 470 Lucy Street North Andover, Ma. 01845 Dear Ms. Sawyer; It was a pleasure speaking with you at your office. As you requested, I am addressing the changes to the approved septic system design-repair plan by ASIB design group that I feel that will not affect the workings of the septic system. I) That a sweep be installed out of the septic tank to eliminate the use of the cleanout #11. 2) That the distribution box be rotated 90 degrees to except the 4" pvc pipe directly into the distribution box. 3) That the high vent be eliminated from the plan because it is not required. The system is a gravity flow and not a pumped system. Hayes Engineering, Inc. and W. Gordon Rogerson will now be responsible for supplying inspections and as built septic system design. Thank you for your attention to these changes. W. Gordon Rogerson SE2074 Sanitary Design Engineer Certified Soil Evaluator Certified Wetland Scientist wgr elleChiaie, Pamela From: Sawyer, Susan Sent: Monday, June 13, 20114:34 PM To: 'W, Gordon Rogerson' Cc: 'Isaac Rowe'; DelleChiaie, Pamela; Grant, Michele Subject: 470 Lacy Street SAS repair i Thank you, Your requests have been approved as written for 470 Lacy Street. I will attach your note to the approved plan. 1) That a sweep be installed out of the septic tank to eliminate the use of the cleanout#1. 2) That the distribution box be rotated 90 degrees to except the 4" pvc pipe directly into the distribution box. 3) That the high vent be eliminated from the plan because it is not required.The system is a gravity flow and not a pumped system. Thank you, Susan Sawyer Health Director Stman SawVR4 J afi&Wea.EtPa Dked" 160V V iy".d Stwd Xe4 20,taut 2-36 .No,a and"",Ata 09845 vfftee 978 688-9540 fax 978 688-8476 All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the [ h11 : www.sec.state.ma.us re reidx.htttt ]Massachusetts Public Records Law. Please,note the Massachusetts Secretary of State's office has determined that roost(mails to and frorn rnunicip al off imn and officials are public records.For inure information please refer to:het ://www.sec.state.n7 a;uslpro/preidx.htrn. Please consider the environment I)efore;winting this e,omfll. 1 Saw er, usari From: Sawyer, Susan Sent: Wednesday, June 15, 20112:05 PM To: 'W. Gordon Rogerson' Subject: RE: 470 Lacy St Also, Bob stated that he may be able to eliminate the sweep depending on how he places the tank. From: Sawyer, Susan Sent: Wednesday, June 15, 20112:02 PM To: V. Gordon Rogerson' Subject: 470 Lacy St I spoke to the installer, Bob, He told me that there is not a 1500 gallon tank rather a 1000 gallon "new"tank in place and that it is in good condition. 1) If it indeed is a 1000 gal ledge tank, I would concur that a 500 second tank would be acceptable. 2) Our local regulation requires all Fields greater than 50 feet from the permanent structure be staked by the engineer. See attached 43 of the new regulations. Thank you Susan From: W. Gordon Rogerson [mailto:GRogerson @—Lqy gr�qom_] Sent: Monday, June 13, 20113:31 PM To: Sawyer, Susan Subject: RE: 470 Lacy St Mere is the revised letter, Gordie From: Sawyer, Susan Imailto v:ssawyerc townofnorthand� rKom Sent: Monday, June 13, 20112:54 PM To: W. Gordon Rogerson Subject: RE: 470 Lacy St I am looking at the changes your requested, but while I do, can you add an email that says you are now the responsible engineer on the job? Thx Susan From: W. Gordon Rogerson [mailto:GRoggrso 1i yes r,M gom Seat: Monday, June 13, 2011 1:02 PM To: Sawyer, Susan Cc: DelleChiaie, Pamela Subject: 470 Lacy St Attached is the request letter that you requested for your files 1 lleChiaie, Pamela From: Sawyer, Susan Sent: Tuesday, June 28, 20112:08 PM To: W. Gordon Rogerson' Cc: DelleChiaie, Pamela; Grant, Michele Subject: Windrush Farm -470 Lacy Street Ok,now I understand.You were telling us you are going Wed. What we need from you is after you verify the elevations,location etc.,to call our office and tell Pam.She only contacts our consultant after you call,because we want to be sure it is ready for our inspection. Then the consultant will call Bob Amore and set up the final inspection with the installer.Once approved by the consultant,the installer can cover the system. After loam and seeding Bob will call us and ask for a final grade.Note that our as-built requires that you place a statement saying you find the final grade meets the out break etc. Lastly,you did not answer one part of my initial question.How was the c-33 sand issues resolved?.1 have not seen any documentation yet. Thank you Susan -----Original Message----- From:W.Gordon Rogerson Lmaa.Ito;GI «gerso <}faycsen .colts Sent:Tuesday,June 28,20111:30 PM To: Sawyer,Susan Subject:RE:Hi Hi Susan, I am not sure what the meaning of"the final has been approved". I am going to the site for the final grades of the pipes and piping to the disposal field Wed,morning about 10am.to make sure that the inverts meet the proposed grades.I called this morning and talked with Michele to let her know that that I was going to the site on Wed.morning.They(your office)was going to contack Dan Otten.To set up a final on their part. Gordie -----Original Message----- From: Sawyer,Susan Lm ail to:ssawyer(0x ownofnortliandover.con Sent:Tuesday,June 28,201111:16 AM To:W.Gordon Rogerson Subject:RE:Hi What was the outcome with this?I understand the final has been approved. Susan -----Original Message----- From:W.Gordon Rogerson ailu-YGRo-re son6bhar escng.con Sent:Monday,June 27,20116:39 AM To: Sawyer,Susan Subject:RE:Hi If the slip says Presby Sand than it would have to meet the standard for 1 C-33 test. Gordie -----Original Message----- From: Sawyer, Susan fnorthand over.corn l Sent:Friday,June 24,20112:15 PM To:Grant,Michele;W.Gordon Rogerson Subject:Re:Hi I say it is Ok with me if it doesn't say c-33 as long as he submits a sieve analysis showing it meets the requirements.As long as that is ok with you Gordy? ------Original Message", From:Michele Grant To: Susan Subject:RE:Hi Sent:Jun 24,201112:06 PM Bob Amor called,the slip for sand will say Presby sand Not c-33 sand. Is that OK? Hope you get this -----Original Message----- From: Sawyer, Susan Sent:Friday,June 24,20118:35 AM To:Grant,Michele Subject:Re:Hi Tom says tell him to get out to Fisco's house and get to work:)------Original Message------ From: Michele Grant To: Susan Subject:RE:Hi Sent:Jun 24,20118:27 AM I'm getting beaten up by Dougie -----Original Message----- From: Sawyer,Susan Sent:Friday,June 24,20117:32 AM To: Grant,Michele;DelleChiaie,Pamela;Rillahan,Deb Subject:Hi I am not taking my town phone to CO but you can reach out by email if need be. Have a good weekend. Susan Sent on the Sprint(r)Now Network from my BlackBerry(r) Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to: bt-WL/v wv-sec.state.ma.us/lire/fareicix.b.trri. Please consider the environment before printing this email, Sent on the Sprint(r)Now Network from my BlackBerry(r) 2