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HomeMy WebLinkAboutSeptic Plan Submittal Forms - Permits - 1230 SALEM STREET 6/8/2017 TOWN OF NORTH ANDOVER LOG� ti Community & Economic Development t �� HEALTH DEPARTMENT 120 Main Street 60 NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540—Phone 978.688.9542—FAX E-MAIL: healthdept@northandoverma.gov WEBSITE:hqp://www.northandoverma.gov SEPTIC PLAN SUBMITTAL FORM Date of Submission: 8- 62O 7 Site Location: /2_30 5a,6L/)' . 51 Engineer: ��%[� 6 . New Plans? Yes $275/Plan Check# (includes 1"submission and one re- review only) Revised Plans?Yes $125/Plan Check# Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No Telephone#: cJ -2 8— 5 7 8 '435,Z jax#: E-mail: 4o_Xoto, Co/r) Homeowner Name: OFFICE USE ONLY When the Sion is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ � Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database June 2, 2017 RECEIVE® Board of Health JUN 0 8 2017 Town of North Andover TOWN OF NORTH ANDOVER 1600 Osgood Street HEALTH DEPARTMENT North Andover, Ma 01845 Re: 1230 Salem Street, Map 106A, Lot 41 Dear Board of Health Dept.: In response to your letter dated May 16, 2017 for the Subsurface Disposal System Plan, I am providing the following supplemental information. 1. No variance was intended to be sought for to site the soil absorption system. Though a small portion of the reserve trench is located within the 100 ft buffer zone, the system was shifted so that the entire reserve trench is located outside of the buffer zone. 2. In providing a scale profile, the existing cross section was inadvertently removed. A scaled cross section has been placed back on the plan. 3. Perc test#3 is rated at 31 minutes for the last 3 inches which equates to 10 minute and 20 seconds per inch, as indicated. The design calculations state the soil absorption system is based on 11 minutes per inch. So that no confusion is assumed and for accuracy purposes, the perc rate is listed as 10 minutes and 20 seconds per inch. 4. On sheet 2 of 2, the septic tank within the profile is previously noted to bring both access covers within 6" of the finish grade. Due to plan legibility on the profile and for contractor clarity purposes, the risers were not drawn. I presumed that the note would be sufficient. Both risers, in conjunction with the note, have been added per the Board of Health comment. 5. On sheet 2 of 2, the plan view and profile previously showed a hatched area of organic soils to be removed within the soil absorption area plus 5 ft around it. Per the Board of Health comment, a note in conjunction with the hatched area has been added to state that organic soils(A and Bw) are to be removed. I trust this information and additional detail is satisfactory to the Board of Health. Should you have any questions, please feel free to contact me directly at 978-578-1352. Resp c ours, Erich R. Nitzsc e E, E. i TOWN OF NORTH ANDOVER Community & Economic Development HEALTH DEPARTMENT 120 Main Street NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540—Phone 978.688.9542—FAX E-MAIL:healthdept@northandoverma.gov WEBSITE: hqp://www.northandovertna.gov SEPTIC PLAN SUBMITTAL FORM Date of Submiss' n: QjL, 2) ZtJ17 Site Location: gEs�S� �VIW (UccA �woiz Lo Engineer: v�'N 9. kjtTZ gC/j,S , 'ptr New Plans? Yes $275/Plan Check # (includes I" submission and one re- review only) Revised Plans?Yes )`,$125/Plan Check# Site Evaluation Forms Included? Yes_K No o \\A����fi oF�p�CQP Local Upgrade Form Included? Yes No� Telephone#: ��y� S Z— Fax#: E-mail: t i4 'Ch{ 1 T 2 S C OG (° y4hou, C0.4jW , Homeowner Name: EWE 4 OFFICE USE ONLY When the s4bmission is complete (including check): ➢ ,E Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 40 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone 978.688.8476—FAX E-MAIL:healthdept@northandoverma.gov WEBSTTE:httQ//www.northandoverma.gov SEPTIC PLAN SUBMITTAL RECEIVED FORM JUL 13 2016 MD" Date of Submission: y y`� 1Z l� TOWN OF NORTH ANDOVER n HEALTH ARTMENT Site Location: H'SS S u 2 106 &X/K q' St k(M �TQ Etv Engineer: l C T zS C (N V) 2 C�rn- C47\ New Plans? Yes '�)< $275/Plan Check# (includes 1"submission and one re- review only) Revised Plans?Yes $125/Plan Check# RECEIVED Site Evaluation Forms Included? Yes No UU� Z016 N OF NORTH Local Upgrade Form Included? Yes / No IOW DEPAR MEAT ANDOVER Telephone Fax#: E-mail: ti'ZtC4 K� 1 zsCA4 I allyo• Ct(h1 = YolktT 0�-' (�n-Aci- , Homeowner CAI C{ 1 T Z SC}7R'z Name: 1�-� ti 1Tzs e I &; 'PoQ 14 c)) , o1Q�y � 1 OFFICE USE ONLY When the subr36ssion is complete(including check): ➢ VDate stamp plans and letter ➢ ✓/�r--Complete and attach Receipt ➢ V Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database � S�K'ILEDl�� • North Andover Health Department Community and Economic Development Division July 14, 2016 Erich Nitzsche, P.E. 65 Park Street North Reading, MA 01864 Re: Subsurface Sewage Disposal System Plan for 1230 Salem Street(Map 106A,Lot 41) Dear Mr.Nitzsche, The proposed wastewater system design plan for the above site dated April 25, 2013 and received on May 23, 2013 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 where applicable. 1. The name and address of the designer is required to be on the design plan(NA 3.2). 2. Provide a statement identifying whether the property is within or not within the Lake Cochichwick watershed(NA 3.2). 3. Provide the elevation/location statement as described in section 3.2 of the North Andover Board of Health regulations. 4. Indicate if there are any public or private wells within 100' of the proposed soil absorption system. 5. A note or table is required to list all the variance(s)being requested(NA 3.2). It appears a local variance is needed to site a soil absorption system within 100' to a wetland resource area. 6. Indicate that the proposed septic tank shall be a monolithic tank(NA 3.2). 7. Indicate the manufacturer and model numbers of the septic tank and distribution box(NA 3.2). 8. H-20 loading distribution box is required(NA 3.2). 9. Indicate the location and elevation of the proposed foundation drain (NA 3.2). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 • 10. Indicate the location of the proposed water service or potable private well (310 CMR 15.220(4)(m)). 11. A complete scaled profile of the system of no less than 1"=2' vertical and 1"-20' horizontal is required(NA 3.2). 12. Indicate the DEP approved effluent filter brand and model. Also indicate the required annual maintenance(310 CMR 15.227(7)). 13. The soil evaluation forms for TP3-16 through TP6-16 were not submitted(NA 3.2). 14. TP-1 and TP-2 shown within the proposed soil absorption system cannot be used as an acceptable test pits for the purposes of 310 CMR 15.102(2). The test pit was conducted prior to the adoption of the current Title 5 - 310 CMR 15.000 regulation. In addition this office would be concerned with the close proximity of the proposed soil absorption system adjacent to TP4-16 which had bedrock noted at 24"on the southern side of the test pit. It appears the soil absorption system could be situated within the area of TP1-16, P-1, TP2-16,TP3-16 and P-2. A system proposed within this area would meet the requirements of 310 CMR 15.102(2). 15. An inspection port is required within the proposed soil absorption system(310 CMR 240(13)). 16. Sch 40 PVC pipes are required within the soil absorption system(NA 3.2). 17. The design plan should clearly indicate the soil horizons to be removed beneath the soil absorption system. Please feel free to contact the office or Mill River Consulting at 978-282-0014 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. Yer' l aGrasse, CEHT Director of Public Health cc: Edith Nitzsche, Trustee—North Andover Realty Trust of Essex County File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 i Of MORTM, I V V / 0 L ' 9 Town of North Andover HEALTH DEPARTMENT ,SS4CHUSE4 CHECK#: A(o 5 DATE: LOCATION: /56 /9 - `11 Sb-/c/n 57 H/O NAME: �Or—Ae, CONTRACTOR NAME: /'%Gh �f�ScJ1e 1 Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $_ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $_ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ TrashlSolid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic-Soil Testing $ ❑ Septic-Design Approval $ ❑ Septic Disposal Works Construction(DWC) $ k ❑ Septic Disposal Works Installers(DWI) $ C ❑ Title 5 Inspector $ ❑ Title 5 Report Other:(Indicate)_ { Heahh Agent Initials White-Applicant Yellow-Health Pink-Treasurer 'MOPT1y, • 8 V I O, ti0 • ` Town of North Andover HEALTH DEPARTMENT f� ,sS,CNUSE4 ` CHECK DATE: /-3 2o16 LOCATION: /O 1�, ,61,3,�k y/ -! is n51- H/O NAME: f Z CONTRACTOR NAME: Type of Permit or License: (Check box) 0 Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ _ ❑ Food Service-Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $_ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: i ❑ Septic-Soil Testing $ I ❑ Septic-Design Approval $ ❑ Septic Disposal Works Construction(DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report ' $ i Other:(Indicate) alriw l $ a7 s- •Ith Agent Initials f White-Applicant Yellow-Health Pink-Treasurer Web Soil Survey Page I of 2 `ear► sl $ — w • s� i contact us Subscribe 91 Archived Soil Surveys Soil Survey Status Glossary Preferences Link Logout Help A A Area of Interest(A0I) Soil Map Download Soils Data Shopping Cart(Free) View Soil Information By Use: All Uses Printable Version Add to Shopping cart l :) Intro to Soils Suirtabilities and Limitations for UseSoil Properties and Qualities Soil Reports SearchcMap Dwellings With Basements y K±jAAJ .: _j0J —NJ Scale Open All Close Ali Building Site Development Corrosion of Concrete Corrosion of Steel Dwellings With Basements View Description View Rating view option"& Map Table Component Breakdown and Rating Reasons r Numeric Values Description of Rating Rating Options - Detailed Description Advanced Options , " •- - View DeScriptionl View Rating Warning:Soil Ratings Map may not be valid at this scale. J Dwellings Without Basements You have zoomed in beyond the scale at which the soil map for this area is intended to be used.Mapping of soils is done at a particular scale.The soil surveys that comprise your AOI were mapped at 1:15,800.The design of map units and the level of detail shown in the resulting soil map are dependent on that map scale. Lawns,Landscaping,and Golf Fairways Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement.The maps do not show the small areas of contrasting soils that could have been Local Roads and Streets shown at a more detailed scale. Shallow Excavations Tables—Dwellings With Basements—Summary By Map Unit Small Commercial Buildings Summary by Map Unit—Essex County,Massachusetts,Northern Part(MA605) Unpaved Local Roads and Streets Map unit Map unit name Rating Component Rating reasons Acres Percent symbol name(percent) (numeric values) in AOI of AOI Construction Materials ®� 52A Freetown muck,0 to 1 percent slopes Very Freetown(85%) Ponding(1.00) 0.3 3.8% limited Flooding(1.00) Disaster Recovery Planning Depth to saturated zone(1.00) Land Classifications Organic matter content(1.00) Land Management Subsidence(1.00) Military Operations Scarboro(5%) Ponding(1.00) Depth to saturated Recreational Development zone(1.00) Q 14 Whitman(5%) Ponding(1.00) Sanitary Facilities Depth t0 saturated ©4 zone(1.00) Soil Health (34 Swansea(5%) Ponding(1.00) Vegetative Productivity Subsidence(1.00) ®4 Flooding(1.00) Waste Management Depth to saturated ®4 zone(1.00) Water Management 73A Whitman loam,0 to 3 percent slopes, Very Whitman(85%) Ponding(1.00) 0.8 9.3% extremely stony limited Depth to saturated zone(1.00) 306E Paxton fine sandy loam,0 to 8 percent Very Paxton,very stony Depth to saturated 0.1 1.3% slopes,very stony limited (85%) zone(1.00) http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 6/23/201E / I Page 2 of 2 AXI Woodbridge,very Depth to saturated stony(8%) zone(1.00) Ridgebury,very Depth to saturated stony(4%) zone(1.00) 421C Canton fine sandy loam,8 to 15 percent Somewhat Canton(85%) Slope(0.63) 6.4 75.8% slopes,very stony limited 422D Canton fine sandy loam,15 to 25 percent Very Canton(85%) Slope(1.00) 0.1 0.9% slopes,extremely stony limited 711C Charlton-Rock outcrop-Hollis complex,8 Somewhat Charlton(60%) Slope(0.63) 0.7 8.9% to 15 percent slopes limited Totals for Area of Interest 8.4 100.0% Table—Dwellings With Basements—Summary by Rating Value Summary by Rating Value Rating Acres in AOI Percent of AOI Somewhat limited 7.1 84.6% Very limited 1.3 15.4% Totals for Area of Interest 8.4 100.00i6 Description—Dwellings With Basements Dwellings are single-family houses of three stories or less. For dwellings with basements,the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of about 7 feet. The ratings for dwellings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs.The properties that affect the load- supporting capacity include depth to a water table,ponding,Flooding,subsidence,linear extensibility(shrink-swell potential),and compressibility.Compressibility is inferred from the Unified classification of the soil.The properties that affect the ease and amount of excavation include depth to a water table,ponding,Flooding,slope,depth to bedrock or a cemented pan,hardness of bedrock or a cemented pan,and the amount and size of rock fragments. The ratings are both verbal and numerical.Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use."Not limited"indicates that the soil has features that are very favorable for the specified use.Good performance and very low maintenance can be expected."Somewhat limited"indicates that the soil has features that are moderately favorable for the specified use.The limitations can be overcome or minimized by special planning,design,or installation.Fair performance and moderate maintenance can be expected."Very limited"indicates that the soil has one or more features that are unfavorable for the specified use.The limitations generally cannot be overcome without major soil reclamation,special design,or expensive installation procedures.Poor performance and high maintenance can be expected. Numerical ratings Indicate the severity of individual limitations.The ratings are shown as decimal fractions ranging from 0.01 to 1.00.They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00)and the point at which the soil feature is not a limitation(0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen.An aggregated rating class is shown for each map unit.The components listed for each map unit are only those that have the same rating class as listed for the map unit.The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit.The ratings for all components,regardless of the map unit aggregated rating,can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these Interpretations and to confirm the identity of the soil on a given site. OptionsRating Aggregation Method:Dominant Condition Component Percent Cutoff:None Specified Tie-break Rule:Higher _DIA Accessibility Statement , Pnvarf Policy , Non-Discrimination Statement Information Quality i USA.gov , White House ttp://websoitsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 6/23/2016 OLIVER Page I of I ��►JITVSI OLIVER:MassGIS's Online Mapping Tool OLIVER Uodates Please use the red pushpin instead of the"Search for location"window l+N s'*.'�r'tr.'f1t ��� , V _ p 41W =[ © Available Data Layers "% • s � 4N OW .Tiled Layers Structures ,yr�! Tax Parcels r� Detailed Features '•-� FEMA National Flood Hazard Layer ✓ Legend for FEMA National Flood Hazard Layer State Facilities Census 1990 �y � Actlat44ts/�s 31 mche,,k 311 ill �Iv FEMA National Flood Hazard Layer O Census 2000 Roads DEP Wetlands Change Surticial Geology Tax Parcels for Query .o Detailed Features t 000a Legend A S scats,1:36.112 Census 2000 Roads 235.29257m 93a2To a6m Z Pn m many Road.Uttotl O[te55 • - Pnmary Road,Not Limrtetl Access Basemaps- ��'ieConoary Road http://maps.massgis.state.ma.us/map_oUoliver.php 6/23/2016 OLIVER Page I of I AJiVer OLIVER:MassGIS's Online Mapping Tool OLIVER Updates Please use the red pushpin instead of the'Search for location"window. �► ` Q 1— a O ±!► Q �al�i6elt ota�araa » o-_j Tiled Layers a \�/�r:.��-= r y State Facilities it_,Census 19N \ Census 2000 Census 2010 Coastal and Manne Features A> Conservation/Recreation w .CuttivalRwvnur.n.5 :jam ;< ,/t AAIw Orrb �7, \,•� �.,y� /� 1 i i i +Y'}!r NWI Wedands Solid - EStuarre and Marne Weiland Freshwater Emergent werand `�- �� � i C / .l zaom ©•re:rwiter corestedl'�hruo helland.. 'Scale 1.9 028 -nwarre.yld Marne 0eeowdter ,, �Frcr hwater Pond http://maps.massgis.state.ma.us/map_ol/oliver.php 7/6/2016 zM R GRASS GRASS51 IR�F)-BA(SE�HELD LO 130,9 3.0 1 / .�IR(F�BASE�HEI�;D) \���Q• � r �( --.e I1 \ (� DEFJ- / / / ET do NANCY A. 0014TEMPO j / �•\ ( / / PAGE 322 *WF D10 i I TP GRAS �1. �- EXISTING t It, �.��\�1�.' ;. BACK rt i WET LEACHING ;IR�(F , .\y� >� �. �� \'o ' I�piN� o /r WF D11 FIELD IVIE #PIPET GRASS I,' +``\ /Y 1 / WF D12 a ! 5 It 1 ! \ ' 4t la, � e \1 , 1 / 1 NOTES: SALEM STREET 1. 1985 SOIL TESTING WAS PERFORMED BY CHRISTIANSEN ENGINEERING INC. FOR BEN SOIL TESTING SKETCH OSGOOD. SEE PLAN DATED APRIL 29, 1985. FOR 2. WETLAND DELINEATED BY DEROSA ENVIRONMENTAL CONSULTING INC. ON AUGUST MAP 106A BLOCK 41 20, 2015. PREPARED FOR: I EDITH NITZSCHE SCALE: i '=40 NORTH ANDOVER REALTY TRUST OF ESSEX COUNTY 310 PINEY MT. DRIVE (L-2) 40 20 0 40 1 ASHEVILLE. NC 28805 DATE: APRIL 4 2016 DRAWN: ERN SHEET 2 OF 2 i